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Home My WebLink About11-11166-11687 FORT KING COLONY CITY OF ZEPHYRHILLS 5335 - STH STREET . � (si3)�so-oo20 11219 � BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11219 Issued: 12/07/2010 Address: 6900 AQUA VISTA DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 5,000.00 Total Fees: 162.92 Subdivision: FORT KING COLONY Amount Paid: 162.92 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: T�� c, C�,� U� Addr: 1533 SUNSET DR STE 150 Address: c�"^ ^""'""�" "" `�`�>v;fle� e a�(�� MIAMI FL 33143 `n��c' �" ^""°�' �' ��"" �gi tm (� �� .,-��,-�-��--�,� ui P,� Phone: (305)665-1146 Lic: Phone: (305)665-0046 � 3 Work Desc: CONSTRUCT NEW PICNIC PAVILION 1,165 SQ FT . . �. r � �� Yti'� , ` , � '7 � - 2 `�� ` (�� r � -�, , �:-' I C � / � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or wrrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site t) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney befo recording your notice of commencement." „ O CTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , 6900 Aqua Vist Dr.-Picnic Pavillion- 1165 sq ft- SQ. FEET PRICE MAIN OR LIVING: 1,165 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 5,000.00 FEE SHEET $ 55.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 86.10 ELECTRICAL: $ 35.00 PLUMBING: MECHANICAL: SUB-TOTAL $ 121.10 buildin surchar e $ - TOTAL 5 121.10 SEW ER: n/a WATER: n/a IRRIGATION: $ - TOTAL: 5 - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL. $ 41.82 INSPECTION TOTAL: PERMIT TOTAL TOTAL: ; 41.82 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: E - SUB-TOTAL $ 162.92 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: E - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 162.92 Submit by Email Print Form sis-�so-oozo City of Zephyrhills Permit Application --� - Building Department � /��J � G Q/�//�.C� Date Received � Phone Contact for Permittin -- � �� Owner's Name Fort King Colony, ltd. owner Phone Number 561-242-4814 �� Z, � Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number 11 Fee Simple Titleholder Name KinCJ InVe5tm2nt5, LLC Owner Phone Number � Fee Simple Titleholder Address �409 Tech Boulevard, Suite 1 Tampa, FL 33619 JOB ADDRESS 30 J_*^�'__ :_'__�`.yrhills, FL 33541-2503 �oT #� SUBDIVISION � � PARCELID# 3-26-21-0010-01400-0000 (OBTAINED FROM PROPERTY TAX NOTICEI WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN � MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM O OTHER TYPE OF CONSTRUCTION O BLOCK � FRAME � STEEL Q OTHER DESCRIPTION OF WORK �r �I �C �7 BUILDING SIZE Single stor�� 1 SQ FOOTAGE � 165 HEIGHT �" �— rJ � BUILDING $ VALUATION OF TOTAL CONSTRUCTION �' � � ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY O W.R.E C Q PLUMBING $ Q MECHANICAL �� VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS � 03 ` FLOOD ZO� AREA �YES �NO � V BUILDER COMPANY FIfSt FlOfldd, LLC !� SIGNATURE RECi Eo Y! N FEE CuRRENr V! N Address License# GC1508917 � � (�' ELECTRICIAN / COMPANY IiNdkins Electric I�C. SIGNATURE �..•.--- RECis7EREO Y/ N FEE cuRRENr Y/ N Address License # EC0000411 PLUMBER COMPANY ulf Coast Plumbing of Central Florida, Inc. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # FCO24520 �� MECHANICAL _. � � COMPANY ri Air Conditioning InC. � SIGNATURE REGISTERED Y/ N� FEE CURRENT Y/ N Address �� Licenseti AC1816078 � OTHER - �� COINPANY ayne Automatic Fire Sprinklers, Inc. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Tampa, 9846600012008 619 License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Bwlding Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submdtal date Required onsite, ConstrucUon Plans. Stormwater Plans w! Sdt Fence mstalled, Sanitary Facilities 8 1 dumpster, Sde Work Permit for subdrvisionsllarge pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms R-O-W Permit for new construction Minimum ten (10) working days after submdtal date. Reqwred onsde, Construction Plans, Stormwater Plans w/ Sdt Fence installed, Sanitary Faahties & 1 dumpster Ste Work Permd for all new projects All commercial requirements must meet comphance SIGN PERMIT Attach (2) sets of Engineered Plans ""PROPERTY SURVEY reqwred for all NEW construchon. Directions Fdl out apphcahon completely Owner & Contractor sign back of application, notanzed If over 52500, a Notice of Commencement is required. (A/C upgrades over 55000) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone wdh notanzed le[ter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Applicahon Only) Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-NOt over Counter rf on public roadways. needs ROW . NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" , which may be more restrictive than County reguiations. The undersigned assumes responsibility for compliance with any . applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or vioiations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE O RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117. OWNER OR AGENT CONTRACTOR S bsuibed and s�Q rp o(or affirmed) beQf re�n ?�t �i � ��- bscribed and swor o r ffir �b foj� �m�e this a 201Q by Y�ii��k�fY1�fCX�C? '+CI�Lf�r� by� �{jry�, 1n Who s/are p ersonallv kn own to me or has/have produced Who' are �ersonally knownlo me or has/have produced as �entification. ��— as identification. r i � / /�fi w� � ��,��otary Public � Notary Public Commission No. Comm' sion No. amp� t p d, Name of Notary typed, printed or stamped ��` Notary Pub�ic State of FIOrI�fa � RY P , Stavrouia Ke�esidis �`� ••�`�B" � FABfANA R. CABEZA Q My Commission ppgq� 795 � * MY COMMISSION # DD 632001 � E Ov18/2014 EXPIRES: April29, 2011 r °i�� , �p` Bended Thru Budget Notary ServiCes 7ephyrhills Fire EZescue l,�)!)? 1)�ur� Ru,jc�. /eph�rh�lls. I I ;;��4? I ire Marshal l;uti (K13) 78U-U041 Kerry 13�irnetl }•a� (81 �) 7H0-UU�1�4 I�,-mail: kbarnett��r fire✓erhyrhilis.(l.us Plan Review #: 10-104 � ~ �� Project: New Construction Number of Pages: 5 September 15, 2010 I have received and reviewed the revised plans for the construction of the pavilion located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. No storage is allowed in the attic. 2. lnstall a certified fire extinguisher in cabinet. Inspection Required: 1. Final KERRY TT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submrtted plans. It �s the contractor's sole responsibility to ensure that the plans are m complete compl�ance with all applicable NFPA codes and local ordinances. ln the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bnng those areas m compliance The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. � � ��i�LS Fe�� P�►�r�nE�v�r 6907 Dairy Road, Zephyrhills, FL 33542 fine Chief Keith Williams Bus (81�)780-0041 Fax (�13)780�0044 FIRE SERVICE USER FEES Occupancy No.: p � � Plan No.: Gr � Contractor. ��" "' 6��,` � �� Business Name: J'" -« G Billing Address �- „; {Z l,S � Business Address� � �� y �_ Business Phone No.� Billmg Phone No.� Business Fax No : Billing Fax No.. Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE Site Plan N/C Annual N/C Sprinkler $50 tst Alarm N/C � Iti-FamilylCommeraa� 06 sf 1st Re-inspection N!C Standpipes $50 2nd Alarm N/C inimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $� pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $2pp 0- 25 Heads $50 violations corrected) Natural Gas �SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Per ear,k $5p STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test �S persystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 qnnua� Wet $50 OTHER Waste Tire Storage �SO Annual Dry $50 Fire WaIl/Smoke Wall $15 ��wau Generator < KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 persystem Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $5p � HoodlDucts $50 Tent 10'x10' or greater $15 perte�t Torch PoVApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP tnstallation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance ❑ {Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 Re-inspeCtiOn DBL ( Per System ) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TO AL INSPECTION TOTAL� PERMIT TOTAL� TOTALI I ' GRAND TOTAL Comments � Date / /c� �e' Ins��ctor: �� s��E�,��.�� T�,,.y,a:.��:_' � r City of Zephyrhills BUILDING PLAN REVIEW CONINIENTS �� ti �C Contractor/Homeowner: � rs T � h G�Q Date Received: �� 3 — /� Site: ��-f l�c.ne, Permit Type: �C/l �C �i4�1/ � Approved w/no comments: ❑ Approved w/the below comments: L� Denied w/the below comments: ❑ � .�-� /�'I��'� � v �� This comme t sheet shal be kept with the permit and/or plans. . f ��"�� - K in Switz lans Examiner Date an or Homeowner (Re uired when comments are present) U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical EngineeNng • Eovironmental Sciences Construction Matarials Testing • Threshold Inspectlon • Private Provider Inspection 9802 Pa1m River Road • Tampa, FL 33619 • Ph (8131740-8506 • Fax (8131740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Fiorida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Picnic Pavilion 6900 Aqua Vista Drive Permit #: 11219 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fo�t King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Au:horization No. 549/G633 �-- �> j�;,�---- ark K. H�.rdy, P.E, �/��'� Tampa Branch Ma.nager Professional Engineer �10, 57233 CITY OF ZEPHYRHILLS • 5335 - 8TH STREET • (sis)�so-oo20 11220 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11220 Issued: 12/07/2010 Address: 6900 AQUA VISTA DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 115,000.00 Total Fees: 739.35 Subdivision: FORT KING COLONY Amount Paid: 739.35 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: r � - � t� ox a'D Addr: 1533 SUNSET DR STE 150 Address: SEto U��tvo .�,�� MIAMI FL 33143 � irn� �., .-.� �,,,,�, �,�� A�-r. �� Phone: (305)665-1146 Lic: Phone: (305)665-0046 �` � Work Desc: CONSTRUCT NEW SWIMMING POOL DECK 5 . 11 . 5 . �',1� .�, , , _,.� � � � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney be re reco ing your notice of commencement." � _ , - �O CTORS SIGNATURE PERMIT OFFI � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO `°,--� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 6900 Aqua Vista Dr.- swimming pool/deck SQ. FEET PRICE MAIN OR LIVING: OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 115,000.00 FEE SHEET $ 530.00 ADDRESS DRIVEWAY BUILDING: $ 540.60 ELECTRICAL: $ 119.25 PLUMBING: $ 79.50 MECHANICAL: SUB-TOTAL $ 739.35 buildin surchar e $ - TOTAL S 739.35 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - n/a PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - n/a SUB-TOTAL $ 739.35 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: 5 - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 739.35 . Swimming Pool SQ. FEET PRICE MAIN OR LIVING: OTHER AREA UNDER ROOF: - OTHER: - $ - VALUATION $ 115,000.00 FEE SHEET $ 530.00 ADDRESS DRIVEWAY BUILDING: $ 540.60 ELECTRICAL: $ 119.25 PLUMBING: $ 79.50 MECHANICAL: SUB-TOTAL RADON: $ - TOTAL $ 739.35 SEWER: WATER: IRRIGATION: $ - TOTAL: 5 - WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - S U B-TOTAL $ 739.35 PARK IMPACT FEES $ - SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: E - TIF'S: 99% $ - 1% $ - TOTAL: $ 739.35 NEW CONSTRUCTION- SOIL TREATMENT CERTIFICATE For dre Preventron ojSrrbterraxean Termites (As rcquired by Florida Building Code (FBC) 104.2.6) Chemical and Concentration . r _ Product: Fremise .OS% (Imidacloprid)".. � Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Chemicals: ) Builder Name: ; ' � ` F °��" s =` -'� Permit #: Customer #: Address: �s�' "� `- , t:r; � ; ' Lot '`A� ' ;�� 'Block Dart Ttnre Sq. Feer Liaear F� Callons Soil Treatments Pe � � ` ° . i M. �:' `'" � '� �oundation Re-Treatment Dri��e�vay, Pads & Patios Pool Deck • Final Pcrimcter Applicator ` " ` ' � Tri-S Pest Contro! Service State License #: 2008 802 fY. IYaters Avenue Tampa, F/vrida 33604 Pl�o�ie: (813) 93b-5850 - As per 10�1.6 - If soil chemicai b�rtier method for trcatment pre��ention is used, �n�l exterior tmatment shall be completed prior to finai building approval. _ * If this noticc is for thc fin�l ezterior treatment, rnilia!'and dRte lliis line � `� *:' � ' • Lritial Date Tri-,S Pest Control Service 802 W. Waters Avenue Tampa, Florida 33604-2946 (813) 936-5850 ! Addr+ess lnspect+ed or Treatod: �� v� 5� pr. lnspected on for Wood Destcoying Org,anisms Diste Tteated on V � y�U fot: (Cfirc�E a!! apprqxia�e �reah»rnt�) II�e � SoM�erranqm Tccmites _ Drywood Termites _ Wood Bores _ Moisdue Cantroi : _ Powder Post Beetle � _ Othtr Inspectors Name:__�J iCUP./� - � NEW CONSTRUCTION - S�IL TREATMENT CERTIFICATE � For t/ie PrevueHon of Subterranean Termites {As required by Florida Bnilding Code (FBG� 104.Z.6) Chemical and Concentration ✓�'SA�R�i1''Y �".N i Prodnct: �ew.05% (Imfdacloprid) �� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other CkemicNs• ) Builder Name: �' £ " � � � �'�� , �'� � Peimit #: � � �� ' ', Customer #: Address: • �� `�� ' _ �'�: �g;, c��.^ '� � � s_ � ir"� > �="e� �°'�'f�,�� a • Lot Block D�te T&ne Sq. Feet Lineatr FG GaJloas Sa[ Tneaunexts Foundation Re-Treahnent Driveway, Pads 1� Patios Pool Deck ,„'` �` a � t `'�, �. ';� ; � � � . : `� ,;;, : � �" * Final Perimeter Applicator: '` :��. L_: .: • _ _x `+. Tri-S Pest Control Service State License #: Z008 � 802 W. Narers A1•enue Twxpa, FlortAa 33d04 Plro�re: (813) 936-5850 As per 104.2.6 - if soil chcmical barrier methal for veatment prcvcntion is used, fnai exurior treatment shall bc completcd prior to final building approval. '��'�` * If tLis notice Is for the fi�iul ezterior treaiment, initial and date this line �°��. � `:� ''�;'� ..� _ � . � Lritial Date Tri�' Pest Control Service . 802 W. Waters Avenue IMPORTANT Tampa, Florida 33604-2946 - , NOTICE TO (813) 936-5850 OWNER State Lieense #: 2008 DO NOT 1�lEMOVE Ferm�aent Notice of Termite Protect�on (a� required by Florida Building Code (FBC) 104.2.7) G�96C� c�c4. V i�� '• R�c�1 �j� i � io� ess of treatment or Lot /Block 8�/;�� t 'This struoture has been treated for the prevention of subtemdnean termites by the above named company. An armual inspection and a renewal of the azmual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. , � CITY OF ZEPHYRHILLS 5335 - 8TH STREET (ss3)�so-oo20 11221 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11221 Issued: 12/07/2010 Address: 6900 AQUA VISTA DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 5,000.00 Total Fees: 86.10 Subdivision: FORT KING COLONY Amount Paid: 86.10 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: fa��r� L� Add�: 1533 SUNSET DR STE 150 Address• �'�^ ^' ^ Decrn or�-,r�(/�f Iu� SI'v Us 7 € o MIAMI FL 33143 � �ni�ci �v �unoci ri �oc�� f�� ac� Phone: (305)665-1146 Lic: Phone: (305)665-0046 Work Desc: CONSTRUCT NEW POOL TRELLIS 4,376 SQ FT ,\ A / rL � r � /�\ � � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER �NSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site t� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improve ents to your property. If you intend to obtain financin�, consult with your lender or an attorney fore ing our notice of commencement." � bN \ R SIGNATURE PERMIT OFFI P MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER _ � ,.M �-` City of Zephyrhills BUILDING PLAN REVIEW CONIlVIENTS � � ,,p /,� Contractor/Homeowner: f/�S � ��r�GtG� �'�t� Date Received: �� .�—� � Site: �J e �'� �� .�- Pernut Type: � � �j� �' l �/ S' Approved w/no comments: ❑ Approved w/the below comments: �' Denied w/the below comments: ❑ �f'1� /r/G ��-f/ � � � �''fti,! This comment sheet shall be kept with the pemut and/o lans. � � � Kalvin Switz — Plans Exazniner Date on . or d/ Homeowner uired when comments are present) Submit by Emall Print Form 813-T80-0020 City of Zephyrhills Permit Application /� ' Bwlding Department „{��/ � �� , / �CCi Date Received � -�' Phone Contact for Permittin Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner•s Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number Fee Simple Titleholder Name King Investments, LLC Owner Phone Number Fee Simple Titleholder Address � 409 Tech Boulevard, Suite 1 Tampa,FL 33619 JOB ADDRESS $30 .�PrP� � �^� �'phyrhills, FL 33541-2503 � LOT # SUBDIVISION l. . V I�GZL�� pqRCEL IDI! 3 (OBTAINED FROM PROPERTY TAJ( NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN � MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME Q STEEL � OTHER DESCRIPTION OF WORK I BUILDING SI2E Single story SU FOOTAGE • 376 HEIGHT �� 8 Q BUILDING $ �� VALUATION OF TOTAL CONSTRUCTION � ELECTRICAI $ AMP SERVICE � PROGRESS ENERGY � W.R.E C Q PLUMBING $ � MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS � 50 FLOOD ZONE AREA QYES �NO BUILDER (COMPANV FirSt FlOfidd, LLC �� SIGNATURE REGISTERED Y I N FEE CURRENT Y/ N Address License# GC7508917 EIECTRICIAN i� COMPANY dkins Electric, I�C. � SIGNATURE �.�--� REGISTERED Y/ N FEE CURREN7 Y/ N Address License # EC000041 1 PLUMBER � COMPANY ulf Coast Plumbi�f Central Florida, Inc. SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address FCO24520 L�cense # MECHANICAL - COMPANY ri Air Conditioning If1C. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address � License# �AC1816078 OTHER COMPANY ayne Automatic Fire Sprinklers, Inc. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Ta 3619 License# 98�4660pp12008 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Bwlding Plans: (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Faalities & 1 dumpster, Site Work Permit for subdivisionsllarge pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Mimmum ten (10) working days after submirial date Required onsrte, Construc6on Plans, Stormwater Plans w/ Stlt Fence mstalled, Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects. All commeraal requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions Fill out applica6on completely Owner 8 Contractor sign back of applica6on, notanzed If over $2500, a Notice of Commencement is required. (A/C upgrades over 55000) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/Footage) Oriveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions° which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may appiy to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Oepartment of Health & Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L D AN ATTORNEY BEFORE RECORDING YOUR NOTIC OF COMMENCEMENT. FLORIDA JUR,4T (F. . 1 ! �� I OWNER OR AGENT CONTRACTOR �1.� Subscribed and swo to (or affirtn _d) me t�f s � Subscribed and sworn to r irme ) b or e his l� by �! �� 1(t17��(X�C,t �L2.�iDrf by Who are personally known to me or has/have produced Wh are to me or has/have produced ' a�identification. asidenC cation. � / � / Notary Public Notary Public Commission No. Com ssion No. o , Name of Notary typed, printed or stamped ��`" Notary puW�c gtate of Florida ��` FAB�ANA R. CABEZA � Stavroula Ketesidis *' �* MY COMMISSION # DD 632001 " MY Commissi0n dp641795 �o� R �p��es auisno�a , EXPIRES. April29, 2011 9 E oF FL� � 9ondetl Thru Budget Notary Services 6900 Aqua Vista Dr.- Pool Trellis - 4376 sq ft SQ. FEET PRICE MAIN OR LIVING: 4,376 OTHER AREA UNDER ROOF -$ 91.00 OTHER: - $ - VALUATION $ 5,000 00 FEE SHEET $ 55.00 ADDRESS $ 30 00 DRIVEWAY BUILDING: $ 86.10 ELECTRICAL: $ - PLUMBING: MECHANICAL: SUB-TOTAL $ 8610 buildin surchar e $ - TOTAL S 86.10 SEWER: n/a WATER: n/a IRRIGATION: $ - Tora�: a - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: n/a INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: E - n/a SUB-TOTAL $ 86.10 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: S - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 86.10 6900 Aqua Vista Dr.- Pool Trellis - 4376 sq ft SQ. FEET PRICE MAIN OR LIVING: 4,376 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 5,000.00 FEE SHEET $ 55.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 86.10 ELECTRICAL: $ - PLUMBING: MECHANICAL: SUB-TOTAL $ 86.10 buildin surchar e $ - TOTAL E 86.10 SEW ER: n/a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL. n/a INSPECTION TOTAL: PERMIT TOTAL roT�: a - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - n/a SUB-TOTAL $ 86.10 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 10% $ - TOTAL: S - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 86.10 6900 Aqua Vista Dr.- Pool Trellis - 4376 sq ft SQ. FEET PRICE MAIN OR LIVING: 4,376 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 5,000.00 FEE SHEET $ 55.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 86.10 ELECTRICAL: $ - PLUMBING: MECHANICAL: SUB-TOTAL $ 86.10 buildin surchar e $ 65.64 TOTAL S 157.74 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: $ - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: n/a INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - n/a S U B-TOTAL $ 151.74 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: 5 - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 151.74 CITY OF ZEPHYRHILLS 5335 - 8TH STREET . � � . � (sispso-oozo 11534 � BUILDING PERMIT Permit Number: 11534 Address: 6900 AQUA VISTA DR Permit Type: SWIMMING POOL COM. ZEPHYRHILLS, FL. Class of Work: POOUNEW Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel NupRb�r: -- 1-00 - -0000 Improv. Cost: 91,000.00 Date Issued: 2/22/2011 N e: - ORT KING COLONY LTD Total Fees: 793.50 Add�ess: 580 VILLAGE BLVD STE 360 - Amount Paid: 793.50 WEST PALM BEACH, FL 33409� Date Paid: 2/22/2011 one: (305)665-1146 Work Desc: CONSTRUCT SWIMMING & WADING POO ADKINS ELECTRIC INC PLUMBING FEE 60.00 GULF COAST PLUMBING OF CENTRAL F i�'l. ��`'''```� �- l Z f f3 � ,." �� r , , POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSU FINAL �' -'L - REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when e�ctra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not acxessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicabie to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before reco ' ice of ine ment." < CONT TO SIG A R PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . ( � �\1`� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS .-� % ��-� ContractorlHomeowner: l�e.11 Date Received: �� l � � � 7� Site: j Permit Type: �� '(' �� Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ ir �l � //� �E� r C - , This comment sheet shall be ke t with the permit and/or plans. r t ��l� �I Kalvi Switzer — lan xaminer Date �ntractor an or Ho (Required when c ents are present) s��-�80-002o City of Zephyfiilis Permit Application Fax-813-780-0021 �/ / �'� � Building oepartinent - ( Date Recefved , Phone Contact for Pertnittin — Owners Name � N (,r�� Owner Phone Number ��(� �Q� Owner's Address � � Iv � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS � �� • � LL �L . LOT # � SUBDIVISION �. � Y PARCEL ID# 0 3 � Z6 'Z I' OO � O� d l • Vw d (OBTAINED FROM PROPER7Y TAX N0710E) WORK PROPOSED B NEw coNSrR 8 ADDiALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK 0 . Qb � aI �A I� 1 OD� BUILDING SIZE � SQ FOOTAGE �_� HEIGHT �BUILDING $ / � VALUATION OF TOTAL CONSTRUCTION � QELECTRICAL � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS � ROOFING Q SPECIALN Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER � w COMPANY r SIGNATURE REGISTERED Y! N FEE CURRE� Y/ N Address .. IG D License #� C d� � ELECTRICIAN � COMPANY l� C,� f 1� � NL SICiNATURE t REGISTERED Y! N FEE CURRE� Y/ N Address ��I.v 1 �) ' S i�U �CLC �c License # L ' �( � ,t� � l � PLUMBER f �� 1 � � COMPANY ��CL� (U �/ i C� ru � r�e��4 ,�n c� SIGNATURE � REGISTERED Y! N FEE CURREA Y/ N Address TiFM . � C. 33 License # C� �� 2�� MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # �— OTHER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # �— IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllilllllliill RESIDENTIAL Attach (2) Plot Plans; (2) sets of BuiWing Ptans; (1) set of Energy Fortns; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, ConstnKtion Plans, Stormwater Ptans w! Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Buitding Plans plus a Life Safety Page; (1) set of Energy Fortns. R-0-W Permit fa new consWction. Minimum ten (10) working days after submittal date. Required onsite, Constnx:tion Plans, Stom�nrater Plans wl SiR Fence installed, Sanitary Faalities & 1 dumpster. Site Work Permit for ali new projects. All commeraal requiremerrts must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "`PROPERTY SURVEY required for all NEW constn�ction. Directions: Fill out application completely Owner 8 Contractor sign back of application, notarized If over s2500, a Notice of Commencement ia requfred. (A!C upgrades over s7500) " Agent (for the contractor) or Pow�er of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITIING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades NC Fences (PbUSurvey/Footage) DNveways-Not over Courrter'rf on public roadways..needs ROW �� . CLV$�f DvSC' pG-�¢M �T ,'� � I Z 18 NOTICE OF DEED,RESTRICTIONS: The undersigned understands that this permit may be subject to °deed" restrictions" , which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICEN3ED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required. by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block° of this application for which they will be responsible. If you, as the owne� sign as the contractor, that may be an indication that he is not properiy licensed and is not entitled to pertnitting privileges in Pasco County. TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specfied in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be iderrtfied at the time of pennitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certficate of occupancy' or final power release. If the project does not involve a certficate of occupancy or final powe� release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact fees are due, they must be paid prior to peimit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713. Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide° prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner°, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the °owne�' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all woiic will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 1 also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly peRnitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume° wili be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A° in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached perm� application, for bts less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this �davit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A peRnit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit preverrt the Building Oificial from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if woiic authorized by the permit is suspended or abandoned for a period of six (6) months after the time the woric is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLOR�DA JURAT (F.S. 117.03) OWNER OR A(iENT � • CONTRACTOR Subscxibed and swo o r affirme before me this S bed and swo to r ) fore fii . by �bY Who is/are personaNy known to me or hasThave produoed Who is/are personally know to me or as/have uoed as identification. as identification. � � Notary Public � � Notary PubliC Commission No._ mm i No. ':�' ;� Notary Public, State of Florida Name of Notary typed, printed or stamped me of ot typed, printed or . ' �12 •j� Comm. No DD 795198 �,,,�: �� I��y _ " _ " Wlt # 3529717 February 11, 2011 First Rlorlda Casey Porter 6544 Fort King Raad ZephyrhiI�s, F133541 Phor�e: (813) 917-Z44fi SubjecC b904 Aqaa Vista Drive, Zephyrhilis, F133541 �ear Casey Porber. Thenk you for co�ag ProSre�s E�'g�' for a letber of na con�bct reg�rdmg your pool c�nstruCtion. ATO CONFLICT: Pro�re,ss Ftiergy has ��viewed out exisring f�citities at the above refereaced address a� has found na apparent conSi�t at ttYe prc�osed pnol locatia�u. Aecordiag to t�e drawing(�) you have provided Progress Ene�gy hes no abjeaion ta the proposed co�tractio�. No�e: Florida }aw requires excawdtors �n cli2d Sunshtne Sta�e Oae fall of F'fotida at 81l to loc�te e�dsting underground utiiities prfor Lo digging to ava�d .personai injury aad damaige ta equ�pmettt Since�rely, `.�/' � ��-- Darryl E'oshee DistributIon Design S�ecialist Progress Energ,q Ftorfda * 3b453 Eiland Btvd, Zephyrhills, FL 33541 1 w . ` ''✓ - .�� (t� `� A � � �`` `` /l l^=i �� 1 Y �- I �� '�-- ,.� , _-- --- / � � ,i'= " r� ��. � . ° i ii i!' 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'. `�. �. _ 1 +'v_", r i � �� r� :�9 11 j � 11 � i : �-� - ; iL - k 4 , � 11 �f ' �� C � ,�.,' =� J �� i I� i�i � r _ �; � ::, .: � � iH � � � a � �` f r I �� I 1 � '��S � � :� 1 I 1! � � � � r � —_� � � � ■ � i i� ` 1 i � � ^c`.A � / �� ` I I ( � " ' � - -- --- _`!s4,r.c�G .:.: - k . � � �.,. . 1 �, \ � t '``. �,'"�-� _ � _ Y __ _ \ .-,' � . � 1 ' + � - ?i ;��' 1 . �y n,v'8�4•:43� � ��(� � ,.): `. �:�. � � 1 I � ,:'�, �s� r -': s�wt a�v t � �� S c �{ 4 y -w I�1 � Y: ;�' .a `i � �{�� f= g # i � 4 � M �� # J �, � { ' � �'.p?`��.'` - � � — �. � � • �L � � � `:�,'° � �� -----� I �� t � � � : _; �j�: � _ i � ' Y � ii� 1 � �� --rli � �� '' i � i'�'� ! ,�� •--� + � ��i;l t ?� � ,( `_ ' _ " . � , . � � -----' � ; ( �� , /' \ , .�.�_f � I � ( 4 �� ✓ �� `� f �. �+� 1 � . ( I �� I r \•l `', �� .�.m...i' I � i � I � � ! � j L___'� � �'�I� � I.I � 1 .� _ - - ____L._�� _-__ ._--..- _�`�_. _,, �_,_ .�1 � � � , � --: -,„;,- ��_}: � � i I' ., �� ;;1 � �'' : � :% i" -- -- --- --- , � y � \ \ �� ° �� — i \ ��S ��''�� i . \ �� /' `"��'� f ; `� �: �•� T � ; � �t � ' 9 � � � ,�� ' � � {�� o $ { � '�' . \ . '�,.,; # \i 1 � � r �� i � �� b� �� Fat King Colony � � � . ; PMess t-CarrOiuqbn Plsns w....rs�,,.. � N � � � � QIY��iR P��OOCO�eiy. flodd� ` *.�i.�= tis � i ` - � � 8!s Plr� _ er+ar.�o�rrtirr.� w �\ kli�. SiOIt FLORII)A DEPART':�LII�'f OF Go� ernur i^Z. HEALT 11 I7ank Farmer .Ir M U. Ph D State Sureeun General INITIAL OPERATING PERMIT July 25, 2011 Fort King Colony, LTD 580 Village Blvd , Suite 360 West Palm Beach, FL 33409 Permit Number� 51-498-11 Count � Pasco Pool Name. Fort Kin Colon A ts Swimmin Pool Location: 6900 A ua Vista Drive, Ze h rhiils Serial No SP-20449 Bathing Load: 22 Gallons� 44,480 State of FL a roval number, for reference Dear Sir or Madam This letter is authorization from the State of Florida Department of Health to operate the above referenced pool for a period of 30 days from the date of this letter During this time you must contact the local countv environmental health department and obtain an annual operating permit for continued operation of this pool Operation of this pool is subject to the following condition(s) � No night use :� No diving A copy of this operating permit must be posted in a conspicuous place [by the equipment] per Florida Statutes 514.031 ANY MODIFICATION TO THIS POOL OR POOL EQUIPMENT MUST HAVE PRIOR APPROVAL FROM THE DEPARTMENT OF HEALTH. Sincerely, � � 1 � �� Mark A. Pabst Engineering Specialist MP/ce cc Pasco County Environmental Health Department Environmental Engineering, Bureau of Water Programs 400 W. Robinson St., Suite S-532, Orlando, FL 32801-1752 Phone (407) 317-7173 • Fax: (407) 317-7328 • http./iwww,myfloridaEH.com R�cl. ticott � FT.ORIDA D&PART2�dT OF Gu � ernor I ��T H Franl. f'armer. Jr �l D Ph.D I State �ureeon (�eneral I i INITIAL OPERATING PERMIT July 25, 2011 Fort King Colony, LTD 580 Viliage Bivd , Suite 360 West Palm Beach, FL 33409 Permit Number 51-499-11 Count � Pasco Pool Name Fort King Colony Apts Wadin Pool Location 6900 A ua Vista Drive, Ze h rhills Serial No SP-20450 Bathing Load 10 Gallons 794 State of FL a rova! numbe� for reference Dear Sir or Madam This letter is authorization from the State of Florida Department of Health to operate the above referenced pool for a period of 30 days from the date of this letter. During this time you must contact the local countv environmental health department and obtain an annual operating permit for continued operation of this pool Operation of this pool is subject to the following condition(s) � No night use. A copy of this operating permit must be posted in a conspicuous place [by the equipment] per Florida Statutes 514 031 ANY MODIFICATfON TO THIS POOL OR POOL EQUIPMENT MUST HAVE PRIOR APPROVAL FROM THE DEPARTMENT OF HEALTH Sincerely, �� Mark A. Pabst Engineering Specialist MP/ce cc� Pasco County Environmental Health Department Environmental Engineering, Bureau of Water Programs d00 W Robinson St., Suite S-532, Orlando, FL 32801-1752 Phone• (407) 317-7172 • Fax. (407) 317-7328 • http.;/www.myflondaEH com CITY OF ZEPHYRHILLS 5335 - STH STREET � - (sis)�so-oo20 11218 _ - BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11218 Issued: 12/07/2010 Address: 6900 AQUA VISTA DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 292,970.00 Total Fees: 4,636.06 Subdivision: FORT KING COLONY Amount Paid: 4,636.06 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: ��, Co t� Addr: 1533 SUNSET DR STE 150 Address: �"^ ^' ^^"""" �S�a v�1�a�� 3�„ MIAMI FL 33143 µ7e�T�cLn 8c c�, Phone: (305)665-1146 Lic: Phone: (305)665-0046 �-� �F�y Work Desc: CONSTRUCT NEW CLUBHOUSE 4,376 SQ FT �,� . . . MECHANICAL FEE 113.40 SEWER CONNECTION RESIDEN" 830.58 WATER CONNECTION RESIDENI 264.88 FIRE PLAN REVIEW FEES 262.56 FIRE INSPECTION FEES 45.00 POLICE IMPACT FEE 713.29 FIRE IMPACT FEE 765.80 PUBLIC SAFETY 5% 73.95 � ' ( ,,.s,.,� � ��' a-�. .r � �`-'� �� , - i �-�s-r o � . � -/� �i�� r'1 -�; M,C�� , ✓� -?-L � ��,�� C��. ,� � �Z–�—(� � ��-�- �pa, � � ✓ � f (-�� ` ` � ^ ��- �� . � il saur��e � J � � � FOOTER BOND DUCTS INSU ED MISC. ROUGH ELECTRIC LINTEL MISG MISC 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are neaessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. ��The payment of inspection fees shall be made before any further permits will be issued to the person owning same Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." RACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , - � '� �:.: - . ��. �- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � � �� r/ ��- �� Date Received: �-� � �� Site: (��'�Z ��/ �Ln.� Permit Type: L % � �GC �J" �4�I�L�-e. Z � �73 �'� , /�7� Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: ❑ �P�P ✓h4 ��/ �-�J��PW This comment sheet shall be kept with the permit and/o lans. ��.� ,�,�;�,,- �� ..�� Kalvin Switzer — Plans Examiner Date cto� d/or Homeowner , � ed when comments aze present) . , 6900 Aqua Vista Dr.-Clubhouse- 4,376 sq. ft- SQ. FEET PRICE MAIN OR LIVING. 29,173 OTHER AREA UNDER ROOF -$ 91.00 OTHER: - $ - VALUATION $ 292,970 00 FEE SHEET $ 1,080.00 ADDRESS $ 30.00 DRIVEWAY $ 30 00 BUILDING: $ 1,161.60 ELECTRICAL: $ 243.00 PLUMBING: $ 162.00 MECHANICAL: $ 113.40 SUB-TOTAL $ 1,680.00 buildin surchar e $ - TOTAL $ 1,680.00 SEWER: $ 830.58 WATER: $ 264.88 IRRIGATION: $ - TOTAL: 5 1,095.46 WATER METER: $ - N!A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL. $ 262.56 INSPECTION TOTAL: $ 45.00 PERMIT TOTAL TOTAL: E 307.56 PUBLIC SAFETY IMPACT FEES POLICE $ 713.29 FIRE $ 765.80 5% $ 73.95 TOTAL: S 1,553.04 SUB-TOTAL $ 4,636.06 PARK IMPACT FEES N/A SIF'S: 100 0°/a 1 0% $ - TOTAL: S - N/A TIF'S: N/A 99% 1% $ - TOTAL: $ 4,636.06 , . 6900 Aqua Vista Dr.-Clubhouse- 4,376 sq. ft- SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF -$ 91.00 OTHER: - $ - VALUATION $ 292,970.00 FEE SHEET $ 1,080 00 ADDRESS $ 30 00 DRIVEWAY $ 30 00 BUILDING: $ 1,161.60 ELECTRICAL: $ 243.00 PLUMBING: $ 162.00 MECHANICAL: $ 113.40 SUB-TOTAL $ 1,680.00 buildin surchar e $ - TOTAL S 1,680.00 SEWER: $ 830.58 WATER: $ 264.88 IRRIGATION: $ - TOTAL: E 1,095.46 WATER METER: $ - N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL. $ 262.56 INSPECTION TOTAL: $ 45.00 PERMIT TOTAL TOTAL: S 307.56 PUBLIC SAFETY IMPACT FEES POLICE $ 713.29 FIRE $ 765.80 5% $ 73.95 TOTAL: ; 1,553.04 SUB-TOTAL $ 4,636.06 PARK IMPACT FEES N/A SIF'S: 100.0% 1 0% $ - TOTAL: E - N/A TIF'S: N/A 99% 1% $ - TOTAL: $ 4,636.06 ° . , Submk by Email Print Form 813-780-0020 City of Zephyrhills Permit Application --� - , Building Department i I � �� C'��.u��io�s� � Date Received � V Phone Contact for Permittin u � I Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number [_______ __ � 11 Fee Simple Titleholder Name Klll J If1V25tfT1211t5, LLC Owner Phone Number Fee Simple Titleholder Address 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 JOB ADDRESS A � �°r°'==�e Zephyrhills, FL 33541-2503 � LOT # SUBDIVISION Q_____ � L{(,Z ( S ARC �i D # 3-26-21-0010-01400-0000 (OBTAINED FROM PROPERTV TAX NO710E) WORK PROPOSED e NEW CONSTR e ADDIALT Q SIGN � MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FRAME � STEEL � OTHER DESCRIPTION OF WORK 2 �� ng � � GL OyL c�- BUILDING SI2E hree story SQ FOOTAGE 29,173 HEIGHT 37 0 Q BUILDING $ � VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ / � AMP SERVICE � PROGRESS ENERGY � W R E C � PLUMBING $ D � � MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELE��TIONS � 60 � FLOOD ZONE AREA �YES �NO BUILDER COMPANY FifSt FlOridd, LLC SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License# GC1508917 ELECTRICIAN `� / COMPANV Adkins Electric If1C. SIGNATURE - aECisTEREO Y! N FEE cuaRErvr V/ N Address License # EC0000411 PLUMBER COMPANY ulf Coast Plumbing of Central Florida, Inc. , SIGNATURE RECisrEaEO Y/ N FEE curtRENT Y/ N Address T T F 1 License # FCO24520 � MECHANICAL �/, - �� COMPANY ri-Tech Air Conditioning, Inc. SIGNATURE ��" REGISTERED Y/ N FEE CURRENT Y/ N Address AC1816078 �� License JF OTHER �_ / COMPANY ayne Automatic Fire Sprinklers If1C. � SIGNATURE �� REGISTERED Y/ N FEE CURRENT Y/ N Address 226 Cherry Palm Dr, Ta 619 License# 98 46600012008 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sanitary Faahties 8 1 dumpster, Site Work Permit for subdroiswns/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit (or new construction. Minimum ten (10) working days after submirial date Required onsrte, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sanrtary Facdities 8 1 dumpster Sde Work Permd for all new pro�ects. All commercial requirements must meet comphance SIGN PERMIT AtWCh (2) sets of Engineered Plans '°'PROPERTY SURVEY reqwred for all NEW construction. Directions: Fill out application completely Owner & Contractor sign back of application, notanzed If over 52500, a Notice of Commencement is required. (A/C upgrades over 55000) "' Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notar¢ed letter from owner authonzing same OVER THE COUNTER PERMITTING (Front oi Application Only) Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/FOOtage) Driveways-Not over Counter d on pubhc roadways needs ROW . NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any , ap�licable deed restrictions. UNLNCENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certiTy that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner°, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certiTy that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, i certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO I P O EMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE D TTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. FLORIDA JURAT (F. `t . � (' �a OWNER OR AGENT CONTRACTOR W V ubscribed and swom tq 4or affirmed) b fore m this Subscribed and sworn to r irmedj befor�g me this d'� bY�l�l(C�AY�1�c��i�Y'�C1Y� �by1�.�.� Who are personally known to me or has/have produced Wh are,� �conal��,kp�yp,� me or�ia �sfiave produced a � ntification. as identfication. ` � i n Nota Public ry l Notary Public Commission No. Commjssion No. J me p ary ty d rin or stam ed Name of Notary{y,�e�rinted or �A�IANA R. CABEZA � �Ot�ry Public 3tat W �lorida o ..., <c , Stqvroula Keleaidie *� �* MY COMMISS�ON p DD 632001 t My Commis�ion DQ94179g EXPIRES. April 29, 2011 �� 1 � s � 1"8 � 14 N°rFOFF�oe° Bor�d?d?hru8udgetNotarvService� � - Z��`�R�ILLS F1�2E DEPARTNIE[VT , . 69Q7 Dairy Road, Zephyrhills, FL 33542 F"iie Chief �Cei�h Wiliiams Bus (813)78Q-0041 Fax (813)780-O��b FIRE SERVICE USER FEES Occupancy No.: Plan No.: �' �-- ��' Contractor: �_� � r, C�o� Z C.. � Business Name. �'",T,�;„ _ �-�.>, � Billing Address: ,svk � �j� �,�.; �"� �� Business Address: � � � • —� � , 1 Business Phone No. Billing Phone No.: Business Fax No . Billing Fax No.: Contact. Contact: � -� IY PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan Annual N/C Sprinkler $50 1 st Alarm N/C � Multi-Family�Commercial .O6 s 1st Re-inSpeCtion N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 Sth Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $Zpp 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPL�ANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $�pp � Per Riser $50 Hydrostatic Test $65 per system Fire Works $5pp FIRE PUMP Acceptance Test $qS per system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $5p 8 0- 25 Devices $SO FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $SO Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $SO Flammable Application $50 nnnua� Wet $50 OTHER . Waste Tire Storage $50 Annual Dry $50 Fire Wall/Smoke Wall $15�perwall Generator < KW $1QQ CO2 $50 LP Gas $25 pertank Generetor>30 KW 150 Other $50 Natural Gas $25 persystem Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 perten� Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct g30 � Natural Gas Installation $50 RE-inspectiOn DBL (Per System) (other than annual) � Spray Booth $50 � tnspection scheduled DBL a and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle Ac� � FALSE ALARM PLA TOTAL � INSPECTION TOTAL PERMIT TOTAL � � � TOTA� I _ I ' / GRAND TOTAL " G . �'� Comments � � . �G Date: � l� �� InsA��ctor �,Y�^ �,;� Zephyrhills F'ire Rescue C9U7 Dairy Road. %ephyrhills, l� L 335�? I�ire Marsha( [3us (f�13) 78U-0041 Kerry 13arnetl I�.�� (81 ;) 780-U0�4 E?-mail: kbarnett c%.tire.Lephyrliills.[l.us Plan Review #: 10-100 Project: New Construction Number of Pages: 32 September 15, 2010 I have received and reviewed the revised plans for the construction of the clubhouse located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit contractor acknowledges to comply with the items below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. l. The plans that were submitted noted a fire sprinkler system installed in the laundry, as the code requires. Be advised separate plans are required to be submitted to obtain a permit to install the fire sprinkler system. 2. W ith the fire sprinkler system, a fire alarm is required to monitor that system. Separate plans are required to be submitted to obtain a permit to install the fire alarm system. 3. This building is being constructed with lightweight trusses. Per 69A-60.008 a lightweight truss sign shall be installed at the main door at a height of 4-6 ft. 4. Prior to a final approval given an assembly permit will be required to be obtained from the Building Department due to this structure being assembly occupancy. (City Resolution) 5. The rated ceiling in the laundry room has no listing. Please submit a UL listed assembly to obtain that 1 hr rating. The submittal shall be sent to this authority prior to installing that ceiling for approval. 6. The AHU installed in the mechanical room appear to be creating a room plenum. If so, no storage can be installed in the mechanical rooms and the AHU shall have duct detectors installed with remote key switches to allow for reset. The AHU's shall be numbered as such. 7. An application has been supplied to obtain a Knox Box that shall be located at the main entrance at a height of 6 feet. 8. Ensure al( interior finish meets the required rating for an assembly area. 9. There was no UL listing showing how penetrations to the rated walls and ceiling in the laundry room are to be taken care keeping the rated integrity of the 1 hour rating. The method used shall be provided to this authority for approval. 10. Any access panels where valve to utilities are located shall be labeled appropriately. 1 l. Label on doors for mechanical and/or electrical rooms as such. . � 2 12. 6" numerical are required for the address. Inspection Required: 1. Firewall/ceiling screw inspection required for each layer applied. 2. Firewall/ceiling final 3. Constructio inal KERR B TT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to brmg those areas in compliance. The City assumes no responsibilrty for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. . 6900 Aqua Vista Dr.-Clubhouse- 4,376 sq. ft- SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 292,970.00 FEE SHEET $ 1,080.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 1,161.60 ELECTRICAL: $ 243.00 PLUMBING: $ 162.00 MECHANICAL: $ 113.40 SUB-TOTAL $ 1,680 00 buildin surchar e $ 437.60 TOTAL S 2,117.60 SEWER: $ 830.58 WATER: $ 264.88 IRRIGATION: $ - TOTAL: $ 1,095.46 WATER METER: $ - N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 262.56 INSPECTION TOTAL: $ 45.00 PERMIT TOTAL TOTAL: � 307.56 PUBLIC SAFETY IMPACT FEES POLICE $ 713.29 FIRE $ 765.80 5% $ 73.95 TOTAL: S 1,553.04 SUB-TOTAL $ 5,073.66 PARK IMPACT FEES N/A SIF'S: 100.0% 1.0% $ - TOTAL: $ - N/A TIF'S: N/A 99% 1% $ - TOTAL: $ 5,073.66 Clubhouse SQ. FEET PRICE MAIN OR LIVING: 4,376 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 292,970.00 FEE SHEET $ 1,059.00 ADDRESS $ 35.00 DRIVEWAY $ 35.00 BUILDING: $ 1,150.18 ELECTRICAL: $ 238.28 PLUMBING: $ 158.85 MECHANICAL: $ 111.20 SUB-TOTAL $ 1,658.50 RADON: $ 43.76 TOTAL S 1,702.26 SEWER: $ 830.58 WATER: $ 264.88 IRRIGATION: $ - TOTAL: S 1,095.46 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE $ 713.29 FIRE $ 765.80 5% $ 73.95 TOTAL: � 1,553.04 SUB-TOTAL $ 4,350.76 PARK IMPACT FEES SIF'S: $ - 100.0% 1.0% $ - TOTAL: 5 - TIF'S: 99% 1% $ - TOTAL: $ 4,350.76 City of Zephyrhilis Water and Sewer Impact Fee Calculation Land Use Type: Country C/ub (A) Per Resident Only No. of Residents Impact Fees ForType A Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capacity $ - $ - TOTAL $ - $ - (B) Per Member plus Employees No. of Members No. of Employees per 8hr Shift Impact Fees For Type B Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capaciry $ - $ - TOTAL $ - $ - (C) Per Member plus Employees with Shower Facilities No. of Members No. of Employees per Shr Shift Impact Fees ForType C Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capacity $ - $ - TOTAL $ - $ - (D) Apartment or Multi-Purpose C/ubhouse No. of Restrooms � Impact Fees For Type D Within City Limits Outside City Limits Water Distribution System $ 264.88 $ 331.10 Wastewater Collection System $ 532.40 $ 665.50 Wastewater Treatment Plant Capacity $ 298.18 $ 372.72 TOTAL $ 1,095.45 $ 1,369.32 -' �rida Building Code Online Page 1 of 3 z��d��3 I� �-,��„^�,"�' ` a �,,, „ ° . ,�,;,: ..�: �;,,� < .�` rx• :z,'3 '-� ,i . x.. . :a ;� ' � •� €a` '.p .. t�� x L 3 F• t` � �$'� '4 � � .�yR� � e5 �. y �. � . ,.� �^ .. � Y �. , y .�� ,' "yri + , x' V £ f $3 . � � ,` �i, £� . :�r � ' ' ' , , . > . n .. . ti. <, e , ri , '� � �. � . 0 -; : s F� S � � z B , S � d p �� , f 2 +^ e.�g'ysn.4 .. .: , . �� x , . , __ , , � ' . . � ^, : � �+."�',. , . . , F Y 3� � 1 9 , � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map A Links S� s: e� � ; s � : : � Product Approval � �� USER. Public User Product Aooroval Menu > Product or AD6lication Search > Application List > Application DeWil �� FL # FL13265 � � . � � ° ' Application Type New � »: �, •,.. Code Version 2007 � �� ,� � • � Application Status Approved a ->g- Comments � �' Archived r" ,�;�, •, a fk � '°'�"�"�'"� '�' �� ' Product Manufacturer ]ames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 htM•//www flnrit�ahnilrlina nra/r�r/nr ann I�1� acnv A/G/�1/�1/� Florida Bizilding Code Online Page 2 of 3 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/01/2011 Validated By John Southard, P.E. � Validation Checklist - Hardcopy Received Certificate of Independence FL13265 RO COI RIO - Certificate of Inde�endence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/04/2009 Date Validated 11/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 Summary of Products � FL # Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemso�t Panels; fiber-cement so panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 RO II instali-hardiesoffit-hzl0.pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13265 RO AE HardieSoffit Florida Anal�sis il-6_pc 07-0418.04. FL13265 RO AE NOA 07-041804.pdf Cneated by Independent Third Party: Yes Back Next � Department of Community Affairs F/orlda Bulld/ng Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2010 The State of Florida. All rights reserved. Privacv Statement � Copvriaht Statement � Accessibilitv Statement � Plua-in Software � Customer Service Survev � Contact Us Produd Approval Aceepts: 1,�+..•//.,,.,,.,. CI..,-:�l.,l.,,:l.i;,,., ..r.,/..«/,.,- .....,. ,7+1 .,......,�....«.,.�.—..,l��7v/'1...�T,...D1,�i,....��L�nr,f.,�..!'!n,_t....,.ni n ic r�ni n .''orida Building Code Online Page 3 of 3 °� � ��k v��!#Iqa M Se[ured YERtFY� �ttr�•//�zmnii flnri�n�iii��irin �rn/rr/r�r ns�r� �*� .�<.r�v7 A /G/7l11l1 a . Hardie SOffit ° �-�/ �O � `�amesHardie Panels � EFFECTIVE APRIL 2009 IN>IALI r�110N RF(�lll[3F1�7EN CS - Pf �IMFI� &(;Ol. ()f3}'l ;JS' i'I�i;I�l1t:� I S visit,�;,v�,�.�.j�:m::s:, c.�m forthe most recent version. IMPORTAM`. FAILURE TO INSTALL AND FINISN THIS PRODUCT IN ACCORDANCE WiTM APPLICABLE BUILDING CODES AND JAMES NARDIE WRITTEN APPLICATION INSTRt1CTI0NS MAY I.EAD TO PERSONAL iNJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID TNE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE GORRECT NARDIEZONE INSTRUCTIONS. INS7ALLATION OF HZ10T"^ PRODUCTS 0117SIDE AN HZ10T�" LOCATI�N WILL VOID YOUR WARRANTY. TO f3EfERMINE WHICN NARDIEZQNE APPl.lE5 TQ YOUR LOCATION VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 866 9HARDI STQRAGE & NANDLING: p CllTTING INSTRUCTIONS Store flat and keep dry and oUrDOORS INDOORS covered prior to installation. Installing 1. Posi�on cutting station so that wind will blow dust awayfran user 1 Cut only using score and snap, or shears (manual, elechir or pneumatic). and others in wor�ng area 2. Position cutting station in well-ventilated area siding wet or saturated may result in 2. use one of tl,e fdlowing meu�als. shrinkage at butt joints. Carry planks a. Best: i. score ar�d sna� ii. Shears (manual, e,lectnc or pneirnatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust reducing circulx sa�v equipped with a - NEVER use a ciruilar saw blade that dces not carry the HardieBlade saw blade hademark from breakage. James Hardie is not HardieBlade' sax hlade and HEPA vaa�um extractlon - NEVER dry sveep — Use wet suppression or HEPA Vacwm c. Good: i. Dust redixing ciradar saN with a Ha�dieBlade saw blade responsible for (only use fa low to mo�rate cutting) damage caused by Improper �mpatarrt Note: Fa ma�dmum protection �owest respirable dust production), James Hxdie recanmends ahvays using "BesC-level culbng methods where feasible storage and NIOSFI-approved re�ir�as can be used in conjunctlon witli abrnne cutting prachces to furihe� reduce dus[ exposures. Ad�on� exposure infamation is availat�e at ewwv.jameshadie.com to heip you determine tl�e most appr�riate cuttlng method fa your job requirements. M concem siill exists abo�rt exposure Ievels or you handling of the pfoduGt. do nol compy with the above practices, you shaid ahvays crosult a qual'rfied industrial hy�enist a contad Jarnes Hardie for further irrformation. 9JU83�L GENERAL REQUIREMENTS: • HardieSoffit� panels may be installed over either steel or wood framing complying with the local buiiding code. Instali soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), • All edges must be supported by traming. (figs. 3& 4) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (tig.5). • Install kickout flashing at roof-wall junctions. (fig 6.) � � • DO NOT use stain on James Hardie� products. Figure 1 //� INSTALLATION: / - • HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. • Additional framing may be needed to ensure proper fastening. � �, • Soffits can be installed as shown in figure 1 Position the vent holes toward the outside of the eave .��__�:_ for optimal airflow. • 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per venti to outside of lineal foot. eave • Alternatively vents can be installed into non-vented soffit. snim � tascia (�� HardieSo�t � • If necessary, an insect screen can be installed using construction adhesive. subfaspa venled panel i � Note: net free ventilation will be reduced. ' Fastener Requirements siding =�; � • Position fasteners 3/8" from panel edges and no closer than 2" away from corners when using � soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methods Figure 4 • Instali panels in moderate contact at ends, provide PVC or metal jointers, battens or leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit Traming � framing less than or equal to member member � Z Wide Soffit mode2te contad H-jointer �keep fasteners _ 2 , � � � . . . from comers 3/8" imm edge oi softit mem�ber member 1' from end ot sofit �� 3/8" from edge of soffit ° N I leave appropriate gap � batten and caulk 'For additional information on HardieWrapT^' Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie' produds contain respirable crysklNne silica, which is known to the Slate oi Califania lo cause cancer and is considered by IARC and NIOSH to be a puse of cancer hom some axupational sources. Breathhg excessive artaieds of resphable silica dust can also cause a disabiing and potentialy fetal Iwg disease called silicosis, and has been linked wiN� oU�er diseases. Some studies suggest snwking may inaease these risks. During inst�lation a handlirg: (1) wak in ouldoa areas with ample ventilation; (2) use fiber cement shears for cutting or, where nd (easible, use a Hardie8lade saw blade and dusl-reducirg dralar saw attached to a HEPA vac�urn; (3) wam others in tl�e irnmediate ar�; (4) wear a properly-fitted, �NOSl+approved dust mask or respirator (e.g. N-95) in aa:ordaixs with applirable govemment reg�ations and manufaGurer inshuctions to turther lirtdt respirable silica exposures. During dearwp, use HEPA vacuums or wet c�eanup methods - never dry sweep. For further intorma6on, reter to ar installatian instructiais and Materiat Safety Daia Sheet available al www.jameshardie.com or by catling 1-800-9HARDIE (1-800�942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. somosos SF0904-P112 4/09 . . �/ � Maintain a minimum 1" gap between Figure s �, KICKOUT FLASHING gutter end caps and siding & trim ��'��, Because of the volume of water that can pour down a sloped roof, StepAasbmg / ,,�, one of the most critical flashing tletails occurs u�here a roof Figure 5 ��- bh�a/, ; intersects a sidewall The roof must be flashed with step flashing -«� ' �' Where the roof terminates, install a kickout to deflect water away �;��; �ara,en�� from the siding. It is best to install a self-adhering membrane on the i� �� wall before the subfascia and trim boards are nailed in place, and siding ��+� then come back to install the Idckout. Dnp edge Figure 6, IGdcout Flashing= To prevent water from dumping behind fascia the siding and the end of the roof intersection, install a"kickouY' of °�� sufficient length and angle to direct the water running down the roof gutter and end cap away from the siding. FASTEh1ER REQUIREMENTS • For tivood frame constructiwi a minimum 4d common nails spaced 8" o.c, at panei edges and intermediate framing members spaced up to 24" on center are suitable in most locations*. • For conventional 2Qga steel frame construction a minimum No. 8-18 x 0,323" HD x 1" long ribbed bugie screws spaced 6" o.c. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations`" "Minimum Basic Wind Speed differs by locality. Where specified levels of wind resistance are required, refer to applicable Building Code Compliance Reports. �ENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be ap�icable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Buiiding Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible fa the corrosion resistance of Technical Services if you are unsure of appiicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to sid�g and framing. James Hardie� producfs near the ocean, large bodies of water, or in very • Fastener heads should fit snug against siding (no air space). (fig. A) humid climates.. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENI�tG • For woad framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remwe and replace naiq. Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface ot the siding, A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help controi the Countersunk, � depth the nail is driven. If setting the nail depih proves difficult, choose a �� Caulk $ � settin that under c#ives the nail. � �� g (Drive under driven nails snug with a do not under nor�or smooth faced hammer - Does not apply for installation to steel framing}, Figure A Figure B drive nails �T� CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying with ASTM DO N�T use stain on James HardieC� products. James Hardie products must be C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with painted within 180 days for primed product and 90 days for unprimed.100% ASTM C834. Caulking/Sealant must be applied in accordance with the acrylic topcoats are recommended. Do not paint when wet. For application rates caulkinglsealant manufacturer's written instructions orASTM C1193. refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. CQLOHPWS� TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus° Techndogy touch-up applieator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieSoffit' panel with CdorPlus Technology. • Laminate sheet must be removed immediately after installation of each course • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus° product dealer, PAINTING JAMES HARDIE� PRODUCTS WITN COLORPLUS� TECNNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surtace preparation antl topcoat application: • Ensure the surtace is clean, dry, antl free of any dust, dirt, or mildew • Repriming is normally not necessary • 100�o acrylic topcoats are recommended • DO NOT use stain a oiUalkyd base paints on James Hardie products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage application methods and application temperature The illustration (figure 6) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com RECOGNITION: In accordence with ICC-ES Legacy Report NER�05, HardieSoifit pand is recognzed as e sdWble ellerriate to thal specified in: tha BOCA National BWdng Code/1999, Ihe 1997 Stan�krd Building Code, the 1997 Unifam Buidng Code, lhe 1998 IntemeUonel One- end Two-Famiy Dwelling Code, lhe 20031ntemational Buiding Code, and the 2003 Intemafional Res�dential Code fa Ono-and Tu,o-Famay Dwellings. FlerdesoRt penel is dso recogn¢ed ior epplication in the fdlov�ing Cily oi Los Mgeles Res�roh Report No. 24862, State ot Raida listirg FLN88,9, Dade Counly, Raida NOA No. D2-0729.02, U.S Depl. M HUD Meteriels Releese 12qc, Tmces DepaAment of Insuance ProcLct Evelueton EG23, qry d NewYak MFJ122393-AI, and Californa DSA PA-019. These documents shald also he consdted fa addtional infmnation conceming y�e suleWily d this product tqr speci6c apFlir,ations. � 2009 Jart�es Har�e Ir�ermatior�al Finance B.V. All rights reserved Please visit www.jameshardie.com � TM, SM, and � denote trademarks a registered trademarks of for Additional Product Information and �� JamesHardelMemationalFinanceB.V. 7Eisaregistered Availability, Installabon Informafion JamesHard�e irademark of Jartres Hardie Intemational Finance B.V. WamIf19S and Warranties � SF0904P2/2 4/09 PROJECT RIO-2167-09 ENGIIV�ERING EVAL.UAl°fCJN R�POR7 FUR ATTACHING JAMES HARdiEOR BRAND �IBER-CEME�tT SUFFIT PANELS TO WOOD FRAMEQ EAVES WITH VARlOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, IPIC. 10901 ELM AVENUE �. FQNTANA, CA 92337 TABLE OF GONTENTS PAG E Referene� Reports and Results � ,� Purpose c�f Analysis � � Table Z: Pressure to be �tesisted for �xposure B 1 l'able 3: Pressure to be Resisted #or Expasure G 2 Tabl� 4. Pressure to be Resist�d for Exposure D 2 Design Wind Lt�ad Pr4cedures z_3 , Tabte 6: Maximum Wind Spesd (MPH - 3-sec gust) for Various HardieSoffit widths � and Various Fastener Sizss 4 Limita�ions of Use 4 „ As product evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2007 Florida Building Code. PREPARED BY: � RqNA�.p OGFkWA & ASSC)GtATES, IhiC. 5801 WARN�R A�lENUE, #376 HUN�FINGTfl�J BEACH, CA 92649 � 714-292-2602 714-$47-4595 FAX > \` � ,`it ��14i 111it1111 !)fJJ Jf � � � 4 �,�� Y � �.:. �. „ � ✓,, , � ' x' � r �� ~ � .: ✓f '�,t� V��A.� ...� 4�y � �� hl1C�49Y9�1�, . � K �..�..._..__ _ _......,s..,r. ..,., _._._._...._ ..._..m., « Rone�k.i �?g�wa and �•��,aciates, Inr,. 5�01 Li8!nar AvF.irue '�378 i �urt�n;;tnn f;ea�ti, CA. 9�F.4P "r'-n;e�.Y RI+J-21G7.��9 �7', r.� �9?-26!�2 ;,e0 . (; "aj +sa"7 A5';5 t:�x JamRSHardieL+�.�f:fin;7!'so,L.3cis.trc. �1"�tUi.�I!!li) ! in601 E�iml;v�nue ``i ��l\1�� fif fj �' Fr.ntana, CA 92337 ,,�� >, 1 BC� JA2�7343 �r• '�`� � � !;,: Evaivation Subject: - ' � � � �" WardieSoffit� Panels ' STAT�� James Hardie Traele Names: �� °. � � ;; tiard(eSottit�J �'anels '� �,(\ fi� n[y��• �"`� � .,V(1 � 12elere�ce Reports: � l ��i I { .� �� f'l� 1� I(11EfIPk TP.Stlfl� SP.NICQ3 IJA� I�1C ,�r1133153��Ua� �)�13I�0, Repert 3967913, 4/29J05 (ASTtA C1166) � 1 �!� �t i a�� Testing HardieSoffit Parfei to ASTM C11t33 �n Fiher-Cem�nt i'lal Sheels � 2y Ramtech LaCOratorses, 4rx:. Report 11438-99l18D8 {ASTM E33U) Transverse Lcad Test, 1/4" TAick by 16 inch wide NardieSo�t Vented Paaels a�stalted on 8X4 SG=O.d �mcd studs apace,d at 24 tncheS on r,enter wiih a 1-1/2 ineF� bng by O.IJg3 i�i�h �nar:k diemeter Dy 0.387 inch head diam�te� �ing shank naii 3) Inspociion �ar�cepts Report IG122&83 (ASTM E330) Transvsrsa t_oad Test,114" Tfiick by 48 ir•,c:h wide H;a�dieBackar' Nan�ls instalied on 2X4 Nem-F�r wood shzds spaced at 16 Inches on cen[er;ai;h a 6d wnnnon ria�l HardieHacker penels and NardfeSofl:t paneh are i[ientica! in compasitinn, tlimensian, antl manufact�nnq metAoN, 7herelora, resuJts for i'ransverse Load tests on Hasdie9acker appty !o hlr.rdie5oft�t Raference: ASCF 7-05 2007 Pbrida Building Ca1 e 'LOUB lnternaiion2l Bu7ding Cottd� 200tt lnternetia�at f"tesitlantial Cvrlc� ResaiGs: t lardfeSotfit Pariel cnmp3ie.a wkh ASTR9 C� 18R, SYendard SpeclFrcz:ion iarGrade il, 7'ype A,Vo»-esCes.os Fiber-Cemeni Fiat $heo#s. Tabto 1, Resulta of Tranevorse Load Testing Fastener S acM �in. i�rame Uttimate Oesign ihickne�s Spacing Perim�ter Field �oad lpad Ras rt Number Tes! Ayer�y (n,) Widih n.) �rame Type {Htj Suy�parts Suppmis Fastenar Type PSf) �PSh7 1.5 in. brx� M 1 7 4 38-9 811 606 f2amtech 025 1S � w � 24 � fl O.A83 i», sh.8tlk X 245 Ef3.0 SG=0.40 b_l87 in. t ID, rMp siiank nad Inspection 2X4 wood I{;-122Et�93 GO�C2 t9 U.25 48 �,� Fh 16 6 G 6d commorrnail t4J 4$.7 Purpose: ' This analysts is Io dete.rmire tl�e ma�cimum �uind spe�ed to be resistecf by an assemby cf HardieSntfit panNa ft�s?ened to wood haming wittl nails. Table 2, Pressures {P5Fj to bQ ftosisted at Various Wtnd Speeds - Wind Exposure Categ�ry B, Kzt=1,1=1.0 Wind S eed (3-second usQ 85 90 It� 170 12U 130 140 150 170 sure B B 6 H H -- 5�� B B B Adjustrnent - �` Hei ht ft) Pactor. ? N� ' 17.4 19.5 24 1 29.1 34.7 44.7 47 2 842 69.8 0-16 1 97.4 14.5 2a 1 29.1 3A.7 40.7 47.2 542 G9.� 20 I 174 18.5 241 29.1 ��3A,7 40.T 47.2 5d.2 89.f3 2S t 17 4 19_5 2�1.1 29.1 34.7 40.7 472 54.2 65,6 3D 1 1Y.4 YJ.5 241 2�7.1 3d.7 4q.7 472 54.2 6E3.6 35 1.05 1$.3 20.5 25.3 30.6 '�6.4 42,7 49.ti 56,9 731 4U 1.09 19.0 21.3 26.3 317 37.8 �{4A 514 59.1 75.� d5 1.12 19 5 21.$ 27 0 92.6 3$.9 45.6 52 9 a'07 JA.Q 50 1.18 20.2 22.8 28.0 33.8 40.3 472 54.8 82,A K4.7 55 1.19 �0 T 23 2 28.7 34.6 41.3 48.4 58.2 o4.G 82.8 60 7.22 21.2 23.8 29 4 35.5 d?.J'� �'49.7 57.6 "v8,1 84,9 1D�" ICt= .9U 34.8 :M,S dZ.7 516 B1.A 72.1 83.6 96.0 '123.3 'z'or h�ight> BOft: lCzt=1, Kd=D.B5;1=1; GCp=1.8;GCpi=0.18; p=0.i70254'Kt'Kr_t`Kd`V"?.•i'{UCp�Gt;piy Page 1 I?on,=.I ; tlgfl�va Z,nd ;issor.iates, Irr. S':;Ot VJai nar Avenue, #;3?5 ' I'imtington 13eac:h. CA 91u4'd Projery,' Rln-21fi7��9 � (71 '."'A2-.^602 cr.11 {71d; Sd��-4595 f:rx � James ti-^.rdie. L3ui:dG:p F'r:,d:.cts, Inc. � nclql Elm Avern:e � 1=ontana, l:,� 9Z"3'3! 7-E3�3t1-5142-7343 f Table 1, Prsssuru, (P3F} to bs Rosistud at Various Wind 5peeds - Wind Exposurn Category C, Kzt=i, 3=1.0 I -_�._..._�._ �.... ...___._.._..__._...__......�.«_. __.-_ � �..._------___ __.._-_ ... � WMtd 5 � sQCqnd sGSi 65 �0 iU0 110 120 134 140 15D 170 __ � re c c r, c c c• r � AdjUSNT�6nt �� ,, 17 R 1A.6 24.1 29.1 3h.7 40.7 d7_2 54.2 69.8 HB' Ilt {R tACtor, it f?•45 t.ay 21.1 23,6 29.2 35.2 42.D 49.2 57.� 53.t3 84.2 � 2p 1, 22,4 25.2 31.1 37.5 4A.6 b2.5 60.9 69.9 89.8 ��25 1.35 2�.5 26.3 32.5 39.3 46.R 54.9 63.7 733 84.G 30 i.d 2«}.4 27.3 33J 40.7 46.R .57.0 G8.1 75.9 97 4 35 1.45 25.2 28.3 34.9 42.2 50.3 59.0 68A 78.8 100.fl dU 1.49 25.9 29.1 35.0 43.4 51.7 80.8 7.3 �(,1.8 103.7 qg 1_y3 26,8 29.d 3&.9 M1.5 53.1 92.3 72.2 82.8 1�8,5 5p t.88 27.1 30.4 37.8 AS.d 54.1 88.8 73.8 Bd.6 1Q8.6 55 1.5A 27.7 31.0 38.3 48.3 55.2 4,A.7 75.0 BfS.2 11b.? 84 1_H2 28.2 31.6 39.0 A7. .2 .9 7, ,8 1�8,8 � ��}' _. ..2 44.0 34.3 fi.7 T8.2 9t. 109. 122.1 156.9 •Fa' height > 80ft: Kzt=1: Kd=E#.�; Ixt: GCpn1.8:GCpi=0.18: p=0.t10286"Kz'Kzt'Ktl'V"2'I"{GCp36Cpi) Tabie 4, Pressuroa {pSF) to be Res3sled at Variaus Wintl Spaeds - Wind F�cposure Cateypry q iCzt-1, Ix1.0 v+�eaSVeed us t� an �oa �10 i2o i3u �40 15a t7n Ex ' uf� � D D D D D 0 0 D �j�� P� = 1) d 19.5 24.1 29.1 34 7 3A.7 47.2 5A.2 69.8 Iie� ht tt) ti�CtDf, � U-t5 1.47 '26.6 28.7 35,4 ��,8 5�.0 58.t3 S0.A T9:� 102,9 2Q 1.55 87.a 3�.2 3y.4 S.1 53.8 63.1 1 2 �4 4 187, t.84 9 3.A .9 5�,9 &K.5 76.Q 87.8 ifx.1 34 1.68 9 3�,4 .0 +t8.3 57.8 Q7.6 7Q.4 9Q.0 1f8,5 35 t.7 .8 33.2 41.0 4 5 5�.0 6$.Z 80.2 92.# 119.� - �10 � V 1.74 0.3 33.9 41".4� 50.6 6p.4 ?A.$ � 94.3 12i.1 d8 '^ A. 8 .0 3d, d2.�J 51.8 61,d 72A 8#:p' S 12�.9 5p ; t ;i'f.5 3b. 43.$ fi2.7 82.8 73.7 $b.4 �.t 128.0 5S 4 Q 3.� 4b.3 535 65.8 i4.9 �t:Fl . � 128.1 45,7 54.4 54.9 6. ! : lppt =r ' ¢0. 61:8 �.S 88.7 t 4.1 120. t.8 1.1 -�or helghc > Ffan: t; Kd=o. ;�$t: acp=�.s;f�Cpr�a.ws: a�o.002�fs�Kz•KZt•kdwRrr(ocvtGCpq Ta61Qe 2 through 4 xre based ortASf.E 7-� and consis[errt wiM tF�a 2W7 Plnrida B�tddng Code Design Wind Lbads: , £quetion 1, qz 0.00258'K 9x � e��lY RrassUle 8t he(ght � }G� , vdxily pm9s�xe expQSUre coei6ciant evaluatW a1 hnight z K , tnPo4irophis t�ctor K j , wq�d d(rectb�ality fa¢lor V , bASin wind epsed (MPH) I ,impoAuncat�tor � ("� ! Equ�tion 2, ,*��\ • `�! ��''r� P=9:'iGC„tGCr) �4`` • :� GC, , product of dctamal prossurm crx�ffir.icnt arut OusRMfect tactor !.`` +�1,"' �-, r C;C , produ.t af kifamal presau�o oostHicient and pusRefFeG facEar ' y � p, dosign prensUro {PSF) for r7addin,y �� .. � � Subsfftuto q� in!o Equation 2, p�=0 QD25fi"K,'K,.'K o ' �� !'hs-, �^ ��„� �d.�" Soh�7ng tor V, . ' y �' � q�tj <„ ,�, ,£ � V= (pi(U.D025fi'K; K d ��r f . -:.. 4 �� Q 1� Page 2 Ronaid Qgawa an4 As�ociates, Inc. 59Q1 l^Jai ner Averue, #3 i B V�,ir?inc�ton Heach, CA 92649 ProjeCl: RIO-21F�7 OJ (714) 2v2-2G02 ceii , (714) E47-M15�35 fax James Hardi� Ouildnq Pruflucls, Inc. 1090� Ehn Avenue Fontana, C!� P2337 1-8J0-�72-7343 Table 5 Cpetficients and Constants used in Oeterminin V, Basia Wind S eed tMPH 3-secand gust) _ ..,.._ Kz _ Ileighi t1t} Exp 0 Exp C Exp D K K,� I GC, GC 0-15 0.7 Q.85 1.D3 h<_60 1 0.65 1 1.4 0.t8 � 0.7 Q.9 L�8 1 0.t35 1 1.4 0.58 ... 25 4.7 Q.94 i.t2 1 O.t35 � 1 1.4 D.18 3D 0.7 0.96 1.t6 1 0.85 1 1.4 0.78 35 4.73 1.01 1.75 1 O.NS 1 � 1.4 0.18 40 0.78 1.�4 1.22 1 0.&5 1 1.4 0.18 A& 0.785 1.085 1245 1 Q.85 1 1.4 0.18 30 0.6t t.U9 1.27 1 9.85 1 t.+ 0.18 55 -- q.83 7.11 1.2U 1 �.85 7 t.� 0:18 BQ 0.85 t.13 1.81 1 0.85 t i.4 0.78 100 0.9fl 1.28 f.43 h>GO 1 Q85 1 1.$ 0.18 `\`�\,��111111 i N 1!! 1111 J�t,�� ,�\ �' v ✓ \ '�' : .� � �� 1� �� '�"' ,� --� ,� "' � � ��9,� • ,, y " »•� �` ��.�a� b ��,,, � � � �`�Axhtktitll�FFYi:Pt:PN�� `�� Page 3 ■ - . . ___._._ _ . . .. _._.. ._ _._._. __ _ _ .._ _ Fr,r��lci OgawB 8^.:J -15sc:;.iatc�, In� 590� Warne- a:�e;i k376 Hun:my.un Beach. CA 9?S4S Piujer.t. RIU::t�s7-�� (774) _92-cE02 ce I , (i14}�47-4555`ij< Ja�nas }iardit �i:i;tli^g I'iar;ucis. Inc ;0901 Elm Avenu�v Y oni_ n8, CA :/233! 1-?A:7-942•73�3 Table 6, Maximam Wind Speed (MPH 3 gust) Hardie5offit Panels, ASCE 7 Method 2 �aSiC VJind S(aead mph Coefflcfents usaA fn �cs,�.i Gakulations For Table 6 (3-sacond gust) - !B �s`& # 1.�. >4 prrXiuct S!ud Building Dvsign Produt:l 7hicfuinss Nldth Fastener Fastaner Frama Spacing Heiyld B C D Loa:1 �nchns) {;nohes) Typo Spacing T�P° (irches) taet tpSF)_ ' B Eka C E� D K�, K I GC GC 0.'15 t96 169 153 93.Q 0.1 �.86 '1.03 h`� 1 0.85 1 1.A 0.19 _ ZO 186 16f 150 Ri.9 q,7 Q.9 1.08 t 0.l15 1 1.4 0.16 25 196 tEJ 14T 89.0 0.7 U.54 1.12 t:.d5 1 i.A 018 i.5.n. innc� .. 466 157 f-0A 83.9 U7 0,8@ '118 7 6.85 1 t.4 0.58 I.ess }{ q.083 in. ��- . .. than oY shslnk X 2XA wooc 35 t82 155 141. 83.4 0.73 1.01 '��19 t A.BY }�,4 b.1 HardinSeHiY� 4!4 A 18 4D 77B 162 141 910 0.78 1.C1 1,22 1 d.88 t a,18 eqUal t0 q.187 in. SG>_0.40 qq .. .. . h t5 151 139 &3A 0.7A5 1.�2`i 1.2aU'' 1 tl.89 l 1.A 6J8 16" NU, rinp g0 173 1A9 130 8,7.D lt.8t t,E19 t.27 1 0.99 1 i.4 tl.te shaNinad 55 1f1 1A7 137 99.f� 4.83 1_11 1�! i tl.85 t lA 0.18 6tl 189 ts6 138 83.0 D,ti5 1.13 1.31 1 0.&S 7 ti.4 0.18 100 139 .._ iZA t16 83.0 0.99 128 t.a� h>60 i tl.98 i t.tf 0.18 P�15 196 1t39 i53 870 U.7 Q,85 1.03 tb60 ,.. Q�HS '1 1R U.tB 20 186 164 i5D 89.0 0.7 0.8 'I.GB t fk 1 tA C�.'18 25 106 tb'n 147 &9A U.7 0 t.t2 1 0.85 t t.d 0,1d 7.5 in. long 3Q � +,gg 157 144 83.0 + 0,7 0.88 t.t8 t 0.85 1 f.4 Q 18 Less XQC83,n. 35 192 155 442 ... 93.D 4.'73 1.ot 1.19 t 6 1 f.4 0.18 lhan or shank X 2XA v.•a�d £3 24 �0 11H 152 1A1 &7.0 .�.70 Y.Q4 722 1 0. 1 1.4 U.'I8 HardieSnfiit� ?!4 � in. SG�0.40 equaf to A5 175 1b1 139 8�0 b7U5 1.068 1.2a5 � 6.85 1 7 4 O.t9 16" HD� rng 50 173 149 1�8 �3,G . U.dY t.Q9� L27 1 1 1.4 Q78 sh8nk nail �5 t71 147 19i $3.A 0. t.1t i,79 t� : A. �:7.4 Q.�B fi0 16� 1A6 1 83. .... p.t� 1.13 1.81 7 1 1,d 6.19 1 �F39 1�4 it8 830 0.�9 1.2tl 1.A,°I F�&! 1 b i 1.9 tl.1fl fl-15 133 1� 1t8 a5.7 6.7 tl,85 1. 1� 1 1� '.1 w,k �.78 20 139 123 172 46T U7 0.9 1.09 1�393 1� t.a 0.;8 25 139 �13D tU .7 A'Y - 0.94 f.12 1 0.�' 1'f.4 D.t 3tl 139 11d iQ8 46.7 � 0.T h.96 1 Q.86 1 1.4 4.18 Haer1'eSpffit� 11d 46 bd common 2X�9 wo�d 35 t39� 11G 701 �5.7 0.7� 1.01 t.t9 t 0, t t.4 0.18 �• 5 is aa r.�a ��a �os �s.r o�a �.aa ,.�z , ae� , �.a OA� rrad Hem•Fir 45 f32 M 133 1 X �.T.85 1. 7?A5 1 q.� 1 1.A U.18 ,50 � 129 112 J 103 4� R i Q9 127 1 tl.p£: 4 Y.4 Q.Y� 45 128 �ttt 1q3 487 D93 1.7ti i:29 1 tx8 4't.4: '18 90 t2fi 1t0 1t1� 1B7 U.65 7.t3 ' 1.3t 1 Q.95 t 1.a .t�18 tOp 105 43 87 a6.7 O.l3 1.29 1A3 h=�(M t 0.85 1 1.8 O.tB Limi#dtiritlR Ot tJse: 1) f8stenef paOauE Cnust be eva)uated whon installad over steel studs or a species of waoci studs other than that which waa tested. 2) in Hiflh Vefocity Murricane Zanes (MVHZ) ins�li per Miami-Dade County Piorida, NOA 07-Odt8.04. ��,�`,��1111114l,�i111I1i��fij �-, �,� �� %, �, - t"' �� ? y � `�� .�,,�,{'' .�° � � 1 �� Pa�� 4 �l•• rida Building C�de Online Page 1 of 2 �� ; �� =� � ; � �� -, � � �� . � �� . - p _ �w ! ` . � � - }_�� f '�+N _ _ �` _ _ -� _ _ _ -_ �y }� � � - � � � � �' � �r S � ' � _ �_� � - '� � �� P � ' #� - . � # = £ 'k1 ��4 - _ �� `T 'E - � � ,�'�' � � �` > _ _ _ � _ _ � _ i_ _ ' _ _ " _ _ _ _ _- ' � _ _ - �.� r -'�'-- __ �.g � �. °c s � '� ?� BQS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search _ ,, ; ' . �°' ° ,. �. � � ` a# Product Approval k I �� . USER. Publ�c User , �` �:� � ► Product Approval Menu > Product or ApplicaUon Search > Apphcation List > Application Detail � i.a��: ```��' �� _ �; FL # FL13223 � ` �_ � �� . � x�� : Application Type New - �� t � > Code Version 2007 fi'��.;.:i'6, ��'�'��: �s��-� �, ��}�� ~ Application Status Approved � 5 ;- �� ; � � . , �` Comments : � :, .•_;_.:- -:-_, ` � ' Archived �� , � _ Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jamesha rdie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 - (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2011 Validated By John Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL13223 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) �lorida Building Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted il/02/2009 Date Validated li/04/2009 Date Pending FBC Approval 11/14/2009 Date Approved 12/09/2009 .: ---- -- — --- �Summary of Products ' FL # Model, Number or Name Description ' 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber-cement � panel siding 3 ` Limits of Use Installation Instructions `. Approved for use in HVHZ: Yes FL13223 RO II install-cempanel-south.pdf � � Approved for use outside HVHZ: Yes FL13223 RO II install-hardiepanel-hzl0,pdf i Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc � ; Design Pressure: N/A Created by Independent Third Party. No ; ! Other: For use inside a HVHZ install in accordance with Evaluation Reports I NOA 07-0418.04. FL13223 RO AE HardiePanel Florida Analysis il-3.PDF � i FL13223 RO AE NOA 07-041804.pdf � ' Created by Independent Third Party. Yes i — — -- --- ---------------------- � �3dtk iVBxt DCA Administration Department of Community ANairs Florida Building Code On/!ne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. Coovrloht and Disclaimer Product Approval Accepts: � � �k ■ �..�s,� E�orr�A � � vEN1fY� F � ��e �"� � � �[c': p � t+ _�� t _� __ ��?� ��''�, + '' _ ' { ' `_�-�-�� f � �;`: �!.!��.�:` _:��:} - . �- � ��=� - r �� ;�- EFFECTIVE AUGUST 2008 SMOOTH CEDAR GROOVED CEDAR — , - , ��! . ��?�� ._ ,_ _, �ri is P'€'r:� . _ .�� . �F ;, �c . " -_ "'- : _� _ -` . . , , , '" � ,�.; ` r�i�:�� ' ?�', i�'i-�, i �i , , :� � r,',� L�,iL. rCi �Ji, , .t. � ' - .t. , l-,�-,� 3 �.ipi� �i,� _ �.: r� ri�i ! , - ;i t.':il_��'�� .v( - i } �t� �i,'�I� � �1� i �,� �i�i ��!- -'?-4- , fi �-'-_i�r�_r_':' 4:; s°3z-a�`a�J�.>��.3� Q �� i3'p.J ��3�� Store flat and keep dry and � covered prior to installation. our�ooRS INDOORS 1. Position cutting station so that wind will biow dust away from user 1. Cut only using score and sn�, w shears (manual, electric or pneumahc). I nstalling siding wet or saturated and others in working area. 2. Posi�on cutling station in weil-ventilated area may result in shrinkage at butt z. Useonea(thefdlowing methods: oints. Car anels on ed e. a. � i. Score and snap 1 ry p 9 ii. Shears (manual, eleclric a pneumatic) - NEVER use a power saw indoors Protect etlges and corners from b. Befler: i. Dust reducing circular saw equipped with a - NEVER use a circular saw Wa� ihat does not carry the Hardieblade saw blade trademark breakage. The manufacturer is not HardiebladeTM saw blade and HEPAvacuum extraction - NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: i. Dust reduang circular saw with a HaMieblade saw blade responsibie for damage caused by (only use for low to moderate cutting) im ro er �' �> Impatant Note: For mazimum protection (lowest respirable dust praduc6on), the Manufacturer recommends ahvays using "Best'-level cutting methods where feasible. P P -�;- ::�-- storage antl F � ��-"°X' handlin Of lli2 NIOSN-approved respirators can be used in conjunction with above a�ing practices to fudher reduce dust e�ryosures. Addifional exposure information is available 9 �� at www.cemboardsiding.com lo help you determine the most appropriate cu�ing method for your iab requirements. if concem still exists about exposure levels or you pPOdUCf. do not compty with the above practices, you shouW ahvays consufl a quaNfied industrial hygienist or contact the Manufacturerfa further information. 50083105 �as,��}�� .��: • Cempanei� ver�ical siding can be instalied over braced wood or steel studs spaced a maximum of 24" o.c. Irregulari�es in framing and sheathing can mirror through the 6nished application. • Cempanei� vertical sitling can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulationlsheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationfsheathing. E�ra caution is necessary 'rf power-driven nails (fasteners) are used for attaching siding over foam insulati�nlsheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 5). • Maintain a 1"- 2" clearance between Cemboard� products and roofs, decks, paths, steps and driveways (figs. 6, 7 8 8). • Maintain a 114" clearance between Cemboard� products and horizontal flashing (figs. 3 8 9). • Ensure gutters have end caps. Maintain a minimum 1" gap beiween end caps and siding & trim (fig.10). • Install kickout flashing at roof-wall junctions (fig.11). • Adjacent finished grade must slope away from the building in accordance with local building codes - typicaliy a minimum of 6" in the first 10' • Do not install Cemboard� products, such that they may remain in contact with standing water. • Cempanel� verfical siding may be instailed on vertical wall applications only. • DO NOT use Cempanel� ver�ical siding in fascia or trim applications. • DO NOT use stain on Cemboard° products. '��°�� Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig.1), altematively joints Position fasteners 3I8" from panel edges and and no closer than may also be covered with baitens, PVC or metai jointers or caulked. 2" away from comers. Do not nail into comers. • Horizontal Joints - Provide Z-flashi at all horizontal ants fi 3 Cempanel� Vertical Siding Installation � � � g ' �" • Framing must be provided at horizontai and vefical edges for nailing. Fiyure 2 Fi ure s • Cempaner vertical siding must be joined on stud. �„a,e�-�es;ge„B bame, water barder 9 • Doubie stud may be required to maintain minimum edge ' z 4 stud z x a 5n,a water-resistive water-resistive nailing distances, C � � barrier barrier Flgure 7 �� ! �—upper panel f — upper panel stud ; i p �� 1f4' gap Do not 114" a water-resistive `— � CaWk Caulk 9 p barrier � ' � �- Batten Joint "H" Joint sheathing J Cempanel° ~ Z-flashing f Z-flashing� �, o vertical siding water-resistive bartier dCCOtative keep nails � 2 x 4 stud ~ band b02td ` lower 3!8" min. �" � panel from panel � � edges � ( `� plate ' � / J Figure 4 � �� c _- leave appropriate gep belwaen ReCqrylle�daUan: When — U panels, then caulM ir�alkng Sierta 8, prwide Caulk Joint a doude stud at moderate contact jpiM,q to avad na�l� keep fasteners 2' � •Apply caulk in ac�rdance wilh pulk tNough grooves. axray from comers ma�urers written applkatlon instructlons. WARNING: AVOID BREATHING SILICA DUST Cemboaid' produde coMein respirable crystallk�e siNca. which is known to the State of Califomia to cause r,ancx and � considered by IARC and NIOSH b be a cause of car�cer trom some oceupatlonal soumes. &esfhinp excessive amounts M respirable s�ca dust can also cause a disaMing and potenBeAy fatal lieg disease called sifiiwsis, and Ims been �Ced wiTh otl�er diseases. Some slud'�ea s smoking mey increase U�ese risks. Du n'ng i�IlaUon w handling: 1) wak in outdoa arees wHh ample ventda6on; (2) use fiber cement sheara for aAting a, where iat feasible, use a Hardiablade'�` s�a�w blade and du�-redudng dreular saw att�hed to a HEPA v�uum; (�) wam others in f I Y e m�ediate area; (4) wear a properly-fltted, NIOSH-approved dust mask w reapkata (e.g. N-95) in accordance with ir��fo�rme �refer b r k�istallation instructians and M�e��Da Sheet avaifable at www.cem�boardstdi�iig am� by r H BTJ-23�75Z8. FNLURE T A� TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. aooeaoe CEM0807-P1/2 9/08 w= i Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard� products surfaces, flashing and counterFlashing requirements for clearance between the Cemboard� products antl and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 7 manufacturer's instructions. adjacent finished grade. St�d driveways. Provide a 1" - 2" clearance between ' siding water the roofing and the bottom edge of sidmg - 7 FlgUfe 6 `� resistive the siding and tnm. � " z'� _ 4 � = I barrier Figure 5 . , deckmaterial r I', '!� � I'I ij`� ; Figu�e 8 1r2" - �. �^_z^ i� '� ,I ''-- bonom ' 0 _,- _ _ � � � i \ � ` �, late' � - -� - � P - . .- I _ r c '_U \ - - - � oist i - _ - 1 flashin - -- i 9 1 r � �r� � �� .#> , ledger � ��-�\ concrete — �- 6 min. foundation flashing _ T Figure 11 ;, �� ;� Maintain a 1!4" clearance Maintain a minimum 1" gap �Pflashm9 ��:/ ' Because of the volume of water that can pour between the bottom of between gutter end caps and 5� n 9� �, \ '' down a sloped roof, one of the most critical Cemboard� products siding & trim. �� flashing details occurs where a roof intersects and horizontal flashing. �_�� a sidewall. The roof must be flashed with Do not caulk gap. ___ Figure � o �'8 `� �,��a�e step flashing. Where the roof terminates, ins ta l l a kic kou t to de f lec t wa ter away from � the siding. Figure 9 9 o�P�e� �--siding fascia �; �aP It is best to install a self-adhering membrane Do not t14" eaP on the wall before the subfascia and trim ewrap ca��k ___� � � boards are nailed in place, and then come �� s back to install the kickout. ��: �' .� f - Figure 11, Kickout Flashingx To prevent water from dumping behind the �;; flashing siding and the end of the roof intersection, install a"kickout" of su�cient length �° min. --. '.— and angle to direct the water running down the roof away from the siding. �� T�NlN� REQUIR�MEPITS • Consult appiicable code compliance reportfor correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized �ocal Building Codes have specific jurisdiction. Consult the Manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure af applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large bodies of water, or in � Fastener heads should m snug against siding (no air spacej. (fig. A) very humid climates. � Do not over-drive nail heads or drive naiis at an angle. � If nail is countersunk, caulk nail hole and add a nail. (fig. B) =;AtE�M�Ti� �ASTENi�IG � For wood framing, under dnven nails should be hit flush to the plank with a Cemboard� products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use afuminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, � � help control the depth the nail is driven. If setting the nail depth proves �� Caulk & difficult, choose a settmg that under drives the nail. (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply for installa6on do not under SO to steel framing). Figure A Figure B drive nails �AUL.KING PAINTING For best results use an Elastomeric Joint Sealant Cemboard� products must be painted within 180 complying with ASTM C920 Grade NS, Class 25 or days for primed product and 90 days for unprimed. higher or a Latex Joint Sealant complying with ASTM 100% acrylic topcoats are recommended. C834. CaulkinglSealant must be applied in acc�rdance Do not paint when wet. For application rates refer to with the caulkinglsealant manufacturer's written paint manufacturers specifications. instructions orASTM C1193. Back-rolling is recommended ff the siding is sprayed. ' The illustraGon (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription infortnation, visit www.jlconli RECAGNITION: In accorda�e wifh ICGES LegacyR�o�t NER�, Cempanel° vertical siding is rewgnmed as a suitable altemate to that specifred in: fhe BOCA Nationa� Building Codel1999, tlie 1997 Slandard Buik�ng Code,lhe 1997 Undam Btildnp Code, tlte 1998 k�analbnel One-and 1M�o-Famlly DwdNng Code. lhe 20IXi Intertie6onal BuN�ng Cale� and �e 2003 k�emetla�el Residenbal Code for �and Two-Famiy DweAhgs CempaneP verdcal�p b dso reco�aed kor appIIcatlon h the fi9mvkig: Cily of Los Mgeles Resea�h Report No. 24862� State of FlorldaNstlnp Fl.N889. Dede Camty, Flaide NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 12�3c, T�cas Departrnent of Ir�rance Produd Evaluatlon EG23, Cdy of New Yak MEA 713��i-M, and Califanfa DSA PA-0�9. These documenls should also be consulted far additional infama6m coraeming the a�ab�ly of this produd f ar sp edfi c applications. Tw � 2008 JHIF B.V. All rights rese�ved. TM sM , and � denote Addiborral Installation Information, trademarks or registered hadernaks of JHIF B.V. WaR2�@S and Wamings are available at www.cemboardsiding.com . � � . � cenaoeo�-�zn sroe . �_ ' - � �/ yp � �� JamesHardie Hard�� Lap Siding /—/ rM - � EFFECTIVE APRIL 2009 .�...� �� I p ��L� ��_-�.1; _ „��r,q �„ � o i i� .� �; .. �i - i .,_•', i I� ;1�! '� l,ll�i - i,�.�i j i ,-� r . -!: � E� Gc _' .L _'�ii �.U�� "'p1L i ._ �ISIt 7d �. jJ�,,:r,i ,.,�li; � �,�ii forthe most recent versian. SMOOTH � CEDARMILL° ° SELECT SIERRA 8! STUCCO ;:i;'z��:�:��JT' FIkiLIJ�s�. TC� i��:�T%sl..��PiG Flidl��-4 i�II'� PRt��iU�`i 1�: t:s�%�a;:��:�i,v� ��'4iiH Af'PLiC;ABL� $UlLDlN�; C�Jt;��v t�t��^.- �i;P�1L� ~i�':�i=ix: ,�� '�: �N'�a P��C!��i�l;� Ih��:T}��};�I�NS {�1,�Y L�� T� P€��+3�1�� 1�l,�C�RY f�fFECT SYSTEPVI �'EtiFC�� !.GG�� ;=t�;, g�jr�i: ,�:`;3;z � fa `�!C.; .i°;3Ca ��I� F�i�:�[s[�� i��+r�� r��F�ANT1: BEFO�E I�VSTAI_LAT?"h, ��;i i HAT YOU ARE USING THE CflRREGT i I�l4 ;�� ;? E4}T�;� ;��T!�i_E��1['s�i i�� N�:��"' pf,��Jt�"IS OUTSiQE �'�� ;Z;�'rr°' �v��Tii�� ;� ��ID YOUR WARRANTY, T� DETiERN]INE WH►CFi ��;£f131E:Zt;P�� ilY�'�_.;_�� TC YC�LIR LOGATION, :'I�I� ��WW,HARDI�Ot�E.Cl3tv1 C�R CALL 1-865-942-7343 (866 9HARQIE) ;� i�RA�� NANDLIN�: 0 CU 9 TING lNSTRUCTIONS Store flat and keep dry and oUTDOORS INDOORS covered prior to installation. Installing 1 Position cutting station so ihat wind will bbw dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well-ventilated area siding wet or saturate�i may result in 2. Use one of ihe following methods: shrinkage at butt joints. Carry planks a. sest i. scae and snap ii. Shears (manual, elechic a pneumatic) NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust reducing circular saw equipped with a NEVER use a c�cular saw blade ihat dces not carry the HardieBlatle saw blade hatlemark from breakage. James Hartlie is not HardieBlade'saw blade and hFPA uacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good i. Dust reducing circular saw with a HardieBlade saw blade responsible for (on�y use fa low to moderate cumng) damage caused `� `_ Irnportant Note: For maximum prolection Qowest respirable dust producGon), James Hardie recommends aN�ays using "BesP' level cutling methods where feasible. by improper storage and NIOSH approved respirators can be used in conjunctbn witli above culting practices to further reduce dust exposures. Atlditional exposure informadon is available at www.jameshardie.com to help you determrc�e ihe most a�xopriate cutbng method for your job requQerr�ents. If concem still exists about exposure levels or you h8ndling of the pfOduCt. do not compy with the above practices, you should always consutt a qualrfied �dustrial hygienist a contxt Jarnes Hardie for furiher informatbn. SD�83105 GENERAI. RE�UIREiVIE�I°�S: • HardiePanel� vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-tlriving nails (fasteners),which can result in dimpling of the siding due to the compressibie nature of the foam insulation/sheathing E�ra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local builtling code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapT"" Weather Barrier, a non-woven non-perforated housewrapl, which complies with building code requirements. • When installing James Hardie products ali clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not install James Hardie products, such that they may remain in contact with standing water • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie° products. II�STALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. , joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus� Finish) (fig. 2) • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontai joints (fig. 3). • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 nailing distances. wa�e�-�e�st��e bam�. water-resistive barrier 2 4 stud 2 x 4 stud Wat �rcseftive wate�ra ne�tive Figure 1 _ _ .--�P�Pa�� --upperpanei slud � � � � , - water-resis6ve ;�_� .'- � `z' Do nol �� 9aP Do not 114" gap k - t Caulk Caulk barrier �,tF� ' —'z-- ^c, sheathing E HardiePanel Batten Joint "H" Joint ~Z-flashing f Z-flashing� 0 o verBcal siding water-resistiva bartier decorative keep nails � z x a stud r ��,� ~ band board 3/8" min. panei r lower from panel Q � panel edges ;: � ;.s" plate ° Figu�e 4 3 � 8 , � leave appropriate gap behveen R8COf11meMlatlOfl: Wh2f1 0 o paneis, men caulk• insqllirg Sierca 8, provide moderate contact Caulk Joint a double stud at panel _(Not applicaWe to CdorPlus° Fmish) jo�s to avdd nailing keep fasteners 2" 'Apply caulk in accordance wilh caulk �9h 9rooves. away from comers manuFacturels written applicatlon insWctions. ' Fw additional ir�ama6on on HardieWra '� Weather Barrier, consult James Hardie at 1-866-4Hardie ar www.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie' pro0uds cadain respirabieaysteline siHca, which is krawn to the State of Ca6bmia W cause cancer and 's considered by IARC and NI06H W be a puse of dncer fran some ocwpaBonal sources. Breathing exce�ive amouMs of respirade sNka dusl cen also ca�e a disabling and potenballyfalal lung disease caNed siicosis, and has been linked with olher 6seases. Same sdidles suggest smoking may inaease these risks Dumg ins�latlon a handhrg: (t) wak in ou�OOr areas with ample ventilatlon; (2) use fibar cement shears for altlng or, where not feasible, use a Har6e81ade'saw Made and �st-redudng arcular sew attached to a HEPA vacuum; (3) wam ottiers in the immediate area; (4) wear a properly-filted, NIOSH-approved dust mask ar respKator (e.g. N-95) in accoMance wdh applicaMe govemmeM regulatians and manufaclurer instructions W further I'init respirable sNkx axposures. Duiing dearwp, use HEPA vacuums or wet danup methods - meverr dry sweep. Fa further ir�amadon, refer fo au ir�stallatlon inshuctlons and Material Safery Data Sheet avala6le et www.jamesherdie.com a by cal8rg 1�00-9HARDIE (1-804942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION MISTRUCTIONS MAY LEAD TO SERIOUS PERSONAL IN,RIRY OR DEATH. � HS0919-P1/2 4109 - y �o� . o ��j;�.� Install siding and trim products in compliance Maintain a 1"- 2" Maintain a 1" 2" clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie products and paths, material. be installed per the roofing manufacturer's siding and ihe adjacent finished grade steps and driveways. Figure 7 instructions. Provitle a 1"- 2° dearance St�d between the roofing and the bottom edge �� siding water of the siding and trim s�d�n9 Figure 6 _� I resis[ive P' - 2" barrier ! Figure 8 FIgUf@ 5 I o 1 �� 2 �� - deckmaterial � 2 � ;�� bottom \ _ - `_ - — t -- plate � --� joist Flashing �� , ;3 r,�_ ,_ �.: �" �� - —ledger '� concrete — \ fi" fT1t�. �undalion � Aashng T'- Figure 11 �, ��KQ�� fi�� . Maintain a 1/4" ciearance Maintain a minimum 1" gap Stepflashmg /� �, Because of the volume of water that can pour tlown between the bottom of James between gutter end caps and se�r-�he��n ,� a sloped roof, one of the most critical flashing `"�' / details occurs where a root intersects a sidewall. Hardie products and horizontal siding & trim � - The roof must be flashed with step flashing. Where flashing. Do not caulk gap. ° s' Figure 10 � the roof terminates, install a kickout to deflect water a '� away from the siding. Figure9 ! � Dnpedge .—sidin ` It is best to install a self-adhering membrane on the 9 va a ` wall before the subfascia and trim boards are nailed �Caulk 9 p sidi�g j � asewrap � in place, and then come back to install the kickout. tti f '�� Fi ure 11, Kickout Flashin � To ievent water ftom dum in behind the sidin and the �� ' fascia 9 9 p p g 9 nasnm9 ! � end of the roof intersection, install a"kickout" of sufficient length and angle to direct the , gutter and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS • Consult applicable cotle compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loatls. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to ali areas where James Hardie recommends the use of qualiry, hot-dipped galvanized Local Building Cotles have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of � Technical Services if you are unsure of appiicable compliance documentatian Drive fasteners perpendicular to siding and framing. fasteners. Stainless steel fasteners are recommended when installing . Fastener heads should fit snug against siding (no air space). (fig. A) James Hardie� products near the ocean, large bodies of water, or in • Do not over-drive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a naiL (fig. B) PNEUMAT{C FASTENItVG • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hantl nailed or fastened with a pneumatic tooi. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommendetl. This will help controi the Countersunk, � � de th the nail is driven. If settin the nail tle th roves difficult, choose a Caulk 8� P 9 P p � add nail setting that under drives the nail. (Drive under driven nai�s snug with a do not under oo Nor smooth faced hammer - Dces not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834. Caulking/Sealant 100°� acrylic topcoats are recommentled. Do not paint when wet. For application must be applied in accordarx:e with the caulking/sealant rates refer to paint manufacturers specifications. Back-rolling is recommended if man written instructions or ASTM C1193. the siding is sprayed. " The illusVa6on (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscrip6on infortnation, visit www.jiconline.com. RECOGNITION: In accordar�ce witl� ICGES Legacy R NER�405, HazdiePanel� vertical siding is recognized as a suitable altemate to thal speafied a�: the BOCA National Buildin� Code/i999, ihe 1997 Standard Bu�d'mg Code, ihe 1997 Uni�m Buidng Cade, the 1 IMema�onal One- aid Two-Famiy DweMing Code, tl�e 20(13 Internahonal Building Code, and the 20031�national Residenhal Code for One-and Tvro-Famity Dwelings HardiePanel verdal s' gs also reoogn¢ed fa appficatbn in ihe folla�ving: C�y of Los /ugeles Researrh RepoA No. 24862, State oi Fbrida �tir� FLq889, Dade County, Flaida NOA No. 02-0729A2, U.S. Depl ot HUD Materials Release 163c, Texas DeparMenl of In,suwnce Produd EvaluaUon EG23, Ciry of New Yak MEA 223-93-M, and CalHomia DSA PA-01$. These dacuments should also be consulted for additional iMamation concemirg the suiladNy o( ihis produd for specfic applicatlons. O 2009 James Hardie Intemabonal Finance B.V. IUI rights reserved. rM, sM , and � denote frademarks or registered frademarks of Additional Installation information, � James Hardie Intemabon� Finance B.V. � is a registered Warranties, and Wamings are available at JamesHardie trademark of James Hardie Intemadonal Finance B.V www.jameshardie.com / HS0919-P2l2 4/09 M I A M I�DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control llivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested far quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this praiuct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HI'NL-8X, HPLK-4X8 & HSOFFIT-8X, tided "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sball be considered after a renewal applicarion has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sha11 automatically ternunate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sha11 be done in its entirety. INSPECTION: A copy of this entire NOA sha11 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 a � Expiration Date: May Oi, 2012 Approval Date: May 31, 200% Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVID�NCE PAGE A DRAWING (submitted under NOA No. Q2-0729.02) l. Drawing prepared by James Hardie Buildmg Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature l. ATI-16423-1 PA 202 & 203 03/18I96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE l. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/O1/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on OZ/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/1'7/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsof�t to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Prodncts, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical .Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. 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NmN z°ma�u;°id°� I ~� M� O�.� L d U u I W � ; Q/3�L N 7 Z b a — � a � � — — — — — — — — � o a p w e � �' ,a 01 J d s i � d I I °��Nx°sa F X� 9 I I W N � W L O a Ud�C�0.0 3 aD C Wd a�'\ A N �no3�a=u ro — _ _ _ _ _ _ _ _ � N � p y� � i' V N N a O ti p OOyi> d�NU F' N � �� i+aEC N � N N Yldi d �Q d' bN��U17M V N+� 0 QtO� 6YNdi� N Vi 3 xr-�ow w L a5-a PRO,lECT RIO-216Q-Ofl �1�GtNEER}I�G EVAL�IATlC�N REPORT FOR ATTACHfNG JAMES HARDIE� B�iVL� F1BEFt�CEMENT PANE�S TCJ WOO� FRAMED WALLS WfTH VARlQUB FASTENERS JAtVIES HAR�IE BUILDING PRODl1C7S, INC 109D1 ELM AVEt�UE FONTANA, CA 9�37 TABLE OF CONTENTS FAGE Ref�ren�e R�porks and Resuits 1 Tabte 1 a: Transverse l.oad Resuits 1 Table 1 h: Racking Shear Alfowable Loads 1 Purpose af Analysis 2 Tabf� <^: Pressure to b� Resisted for Exposure B 2 Table 3. Pressure to be Resisied far Exposure C 2 Table 4: Pressure to be F2esisted #or Exposure D 2 Design Vllind Load Procedures :� Tabte 6: Ma�cimum Wind Speed (MPH - 3-sec gust) for HardiePanel with Var�pus Fa�tener Sizes and Spacings 4 Limifations of Use 4 As pradu�:i evaivator, the undersigned certifies #hat the fisted praducts are in campiiance with the requirements of the 2007 Ftorida 8uilding Code. PR�PARED EiY� RONALD OGAWA & ASS4CIATES, INC. ` � 1 ��i�irri��, 5$A1 WARNER AVENUE, #37$ `\\��'��`\. � , HUN7WC�T�N BEACH, �A ��649 71 A-282-2602 .�` • �� IV � ..�'' : r 71�-8d7-4596 FAX �, 12 � = �Ar ' C�C � � STATE 0� : � � ��j � ••�•., `OI `,��••' � (Ij � / �j ��'`��;�,;��aN ; �\ �` � � 6;�;nalt9 �?pa�a and Associates, inc, ' 5�f Warrer Arerue. tt3?S 7untingtan Seach. CA 926d9 Project: RIO-2160-QA (!i4)'Al2_2�4? �I (7i4)E47-d�95fax . ��arne5!{��'die 13wldirh� Froduc;s. inc� t�Ot E1mAve�ue =r,�4ena. :;A 923?i ?-�-9d2-7343 �vaivation Suhject: FtardiePaned�B SiQtng damas Wardle Trade Nam�: HardiePanal� �»pans� Retanence Repnrts: 9) fm�rtek - Warnock Hersey - AuthortzaUoa t� Mark MardiePanel Siding 2j Insaecti�m Concep4s Repa!t iU'-127Q-94 (ASTM E330j Trzr:s�ei�se lQad Test, 5It6" Th�ck by 48 inch wwe HardiePanel Sid�r�g ir:sSalled an?JC4 Hem-F�r Nronci sh;� spaced at 16 inches on center with a 6d common gaNe�ized nall 3) ins;�ec6on Conaept5 Re{�ort �f 2"1 •8d iASTM E330) Transverss Coad Test, 5I16" 7hick by 48 inch wide Hard;ePanel Siding frlstailed on 2X4 Hem-Fir wnod gn;ds spaced at 24 inctras on center wAh a Bd cammon gaNenized naii �i Re�ntech Laborufones, inc Report 10@C�•97t14i5 (ASTM E�0) 7ransverse Laad 7est, 5Ji6" Thfck 6y d8 inch wide HarciiePanel Siding InsWlied on 2X4 Group IIl SG=0.36 wood atuds spaced ffi 16 inches on center with a Qd, 0.091 inch shank by Q.225 inch head diameter by 1 5 inch bng �ing �tank nail S) Inspection Conaapts Re;sort iC-1273-9+t (ASTfvi E72) Rackirg Shear 7est. 5Jt5' Thick by q8 inch wide HardiePanel Siding ir.stalled on 2X4 Hem-Fir wvod Studs 1, ,��' t',1 ! i t! i l!l�� spaced at i8 inchas nn csnter �ttt a Bd eomman galvenizad nsil `�� , r� � J ��i� �__.. y -. -,_. 8! Insoecfion Gonc,roDts Repar[ lC {ASTM E72) �� i� ,.,, f ,,s i2acking Shear Test, 5It 6' Thlck by Qd inch wtde Ma!diePane4 Siding insialled on ZX4 Hem-Fir wood studz ,.,"� �•' `, �� '•� �„��'` sp2ced at 24 inches on center with a fid common gah�enn¢ed naii `�,f � �, , � e 7) Ramteefi Lataora�ies. i�c. Report f0858-97l1d75 tA3TAd E72) // � '� .� � Racidng 9heer To�, 5116" Thick 6y 48 inch wide HsrdiaPanet �ng installed on ?Xd Group 18 SY3=0.3B wood sWdsr ) _ sgsceq 8t 16 inctles on centarwith a 4a- O.R91 inch shank by 0.225 inoh head dieme0� by 1.5 inc�h tang ring shank r�i � �' � � � — Refcrence: A�;E 7-06 -t^ 2007 FIOndB BUiidlri9 Code % � .�• �j' i �� , � �+ 20081r�maGonal$uild'sng Code� : �i �' .• � ,,� 2Df� t�tametional Residentlal Cotlel+ �.�'!�� F� ��` �'�\\ �� Siding compiies witR ASTM C1786, S7and�d Specificatior� kr Grecte N, T'ype A Nw+-esDestos Fiber-Cemertt FJat Sheeis. //'�� V i � ��\ `� �� ,� t e�� TabFe 1�, Raaults of Ttansvatse Gqad Tastlng Fastener in. rame Ukirtute t7ssign Thickness Spacing Perimeter Fiaid L�d La�d Re Mumber Test ency qn.) WMtt� (in-} Frame Type (in.j 9u FasCenerT (PS� (I'� IC-1270-94 �� 0.3125 48 � �� i6 6 8 149 A9.7 ConCe Hem-Fir Bd wmmon kC-127Q-94 �� 0.3125 48 � 16 4 4 �� 236 78.7 (C-1271-$4 ( � O � 0.3125 48 �� 24 6 8 �� 94 37.3 i�,'r127t-94 » Q.3125 48 �� 24 4 4 �� 148 d7.7 2X4 wood, Ad, a.OB1 in. sMeUtk k Q.225 iQ868,911id76 RartKech p.3125 48 �� D. � 18 4 8 in. HDX t.5 in. ri � �.� Tabfs ib. Shear lfatuea AlfowaMr Lcads fn PauMls P�r Linaa! i'oot far PaMi She� Y4�� `. � Fa�ener in. rama Desipn Thiclmess Spac(ng Perimeter Field Ultlme6e Laatl R Numt+er Test y in. WMIh in. Framel' {in. Supporls Suppprts FastenerT Load p { IC-12T3-94 �� 0.3125 48 � 1$ 6 6 &03.9 21If.3 Caxe Hem-Fir Bd comman t�-727394 � 0.3125 48 � 76 4 4 �� 6.8 23Z.B fG127d-84 �� 0.3125 48 � 24 B 8 Bdcommon 480A t53.3 pC-7274�4 0.3125 48 �� 24 4 4 � h 83�.5 2126 TX4v,�od� 4,tl 0.0&t in. ahitllc X 0.22� fQ613&87`/t4?6 0.3125 18 � z, � t8 4 B � X i.g � 595:4 i98.6 1. ,, r�p. P�nals 4heC ri�PpSd +wAh tlie bnll Insnek�n . " a Ee 2 7i�i1 M�dodl�twil �ilbi�npq� �ID 16r oa+rt�oplion„ttx� t�to ic 21. �T ��.^.n8{d Og8v�2 a�ed AS;.�.yc:atFS .r,: ' 5961 W�mer Aver,u��.1t37r HunGngtcn Beach, CA 92t349 i'fojC-t,'i: F? rJ-2tfi0-09 ;��ar�; zsa2c�p ��4j g:�; -��95 fax �arn�s Hardfe t7u}+.�ir,g �rr�c�.r�s :i ;. i t79Q1 EIm AverLe F"�±riG.ir�d, ��v:91-3, !-�Ot;-942-�'343 Puryese: This ana�r�ais is ro de[srm�n�?�a mexi �ur:: �.au,d speed to be resish?d by ar assembly of �da�uiePAnel s;di^g :`asteneci i� .�cod framing w,?h na!Is Tgbla 2, Pr�saures {PSF) to be Rssisted at Vnriaus Wind 8{>aetls - Wind Expwqn C�agory 8, Kzt=1, iaq,4 Wind S seCC�nd ust 85 90 tOD 11a 120 130 140 1� f70 ExposcKe B B B B 8 6 8 B 8 � P�,,� = 17 d 19.5 24.1 �.1 34.7 �t0.7 -07.� 5A.2 e4.6 tiei ht (R) factor, ?. p-15 1 17.4 19.5 24.1 '29.1 34.7 dC.� d72 5�i.2 69.6' 2i} 1 17 4 19.5 241 29 1 34 7 �lQ.7 472 54.2 u'4. , 6 25 1 17 4 19.5 2d.1 29.1 34 7 4Q.7 47.2 b4.2 BS & 94 1 17 4 19.5 24.1 29.1 34.; A0.7 47 2 5d.2 68.fi 35 1.05 18.3 2D.5 25.3 30-fi 36 4 A27 d9-6 56-9 73 t AO 1,49 18.0 21.3 2d.3 3L7 3?.8 4AA 51.4 59.1 758 d5 L12 18.5 21.& 27.0 326 38.8 A5.8 52.9 607 78_R 56 1 18 20.2 23.8 28.0 33.8 d0.3 47.2 54.8 82.9 80 7 55 1.19 Z(7.7 23,2 28.7 34.9 Ai 3 4$.A 58.2 84.5 $2& 6{3 7. .$ 35.5 42.3 48.7 57. 881 84.8 - .8 34. 51 61.4 2.1 6 98.0 123 3 'For helpht � BQR i(tt=1, Kd=Q.B'S:1=7, GCp=1.8;GCpo-=O 18; p=0 t10258"KZ'K2t"Kd'V"7t`(GCp#GCPQ TaMe 3, Pressuras (pBFj to be Raai�ad at Vatlous Wind 8pwds - Wlnd �xpasure Ca1te�BwY C. KzNi, (:1.0 Wind8 tx! tts 85 90 tOD 110 i2p 130 14D 150 170 Ure C C C C G G C C US P�= 17.d 1$.5 24.f 29.1 347 A0.7 A7.2 Sb.2 69.6 He�ght R facWr, }. 0-16 7 21 21.1 H 29. 35.2 420 46.2 571 $.5.8 84.2 1.28 22.4 3. 37.5 44.8 52.5 60.8 9 88 8 25 1_ .3 d6.8 54.8 83. 73. 9d.0 3Ef 1.4 4 7/.3 57.0 8tl.t 75.8 87.4 145 .8 34. 422 5Q. 58.0 88.4 B 100.9 40 t.' .t ,9 43.d 61.7 H0.6 0.3 Stl.B 103. 45 t. 4. 1 722 B.9 1.5 1. .1 .A 5d.1 79.8 1 , 27. 31. .3 .7 75. 86.2 11Q.7 1 x .2 8. 91.7 1.1 15 .8 'Pw heiqht > 6tM Kzh1,1(�0. ; I�f; GC(�1. :dCpi=O.fiB; P=O.Q0298'KX'K2l'Kd'V"2't`{GCPtGCPi? 7ahle A. Pftssutas tP'EF� to b� NMitsfrd # V8(bWt WIMi SplMds - W1nd l�cppsu►� C�pory D. KzbN, Ir1.0 yyiad 9Q tOD 110 1 130 1 0 150 170 � D D � ��, � R,,,�= i7.d 166 24.1 29.1 34.7 40.7 47.2 3A.2 888 28 51.tl .8 A 1 , t. .0 .� .1 83.8 .9 9 BB.S 8 3 ff2.1 �a. o 1. i .$ i. � .6 6Q. B0.4 70.8 .3 12 . 8 b 5 123.9 50 52. 8 t 418. d. f , pi�t3:19; p�0. "2` �P�Cp4 1 .t `\`` �, `!'��i�i 'For hWght? : Ifzt�i, KdeO. � 1- . GCpat.B; � \, ..�n� r Tabies 2 through 4 are baeed on A,'iCE 7-05 arW conaiateM widl tl� 2Q0� FkrWa BuAdinp Cada � � 'V � • �- �= w ,' r _ � i ,� : C�� 'A� f^�� `' ,� '.� �a�'�". °'' ' �� , -• ' ; `` �� wa� 2 ,,��!�� ' ' � Ronald Ogawa ar:d Assaclates, �nc 59pt �iVarn�rAvan:.� #376 Hunhngtcn Saach �A 926d9 Fr�ject Ri�}216(;-�S ilta? 292-2ti02 cetl {?14= 847-fi5S5 �x . ,:amss Hacdie huiic�ir�g P+o�ucts, Inc. i09Gi Elr Avenue F�:ntar.a, ^� 92337 t BOSi-�rA2-7343 P)esign Wind I.aads: �quatiOD i, R�=QO(Y256`K K,"'�``� c� ,,,+eloaity pressure at heiqht z K, , ve�ocity pressure exposure coefficient vualuated at height z K�, , topographic factor IC , wmd tlir¢CtiOnality factor y � bd51C wi(id 3p8A[1 :MPNj I fmpoYtancefectDr �quafian 2, �=G,'tGCr,-.tv'C�.: ) GG� , produc! ot eMamal presaure caefticient and gusi-Bflect F�ctor GC , produd ai i�ternal pressure coeffrcient and gust-eftect factor p, design presSure (PS� for cladding Substitufe q, rnto Equetion ?, P=Q-��"�"K_i`K;�"��(U� � t3C� � Solvittg lnr Y v= r�r{a.��c•K,� �,°iqcc,�c�,))}^�.s Yahle 5, Gqatflcients and Canstants ussd In Detarminin V, Basic Wiad S MPN Z-secontl ast � Height {ftj Exp B Exp C �p D I(� K� � GC� GC 0-15 0.7 0.85 f 03 hs'60 1 0.85 1 1 4 O.tB 20 0.7 0.9 1.08 1 �.85 1 t A D. t 8 25 0.7 0 94 1.12 1 0.85 1 1 4 � Q.18 3tl 0.7 9.98 7.18 1 0.85 1 14 0.18 35 0.73 1.01 1.19 1 0.85 1 t.A 0.48 40 Q. 8 1.04 1.22 1 D_85 1 t.b 0-1$ d5 0.7$5 1.9� 1.2d5 1 0.85 1 t.4 0.18 50 0.81 t.Q9 1.27 1 0.88 1 t.4 0.18 55 0.83 t. t 5 1.29 1 0.85 7 1.4 0.18 Bp D.$5 1. 3 1.31 1 0.85 1 t.4 0.18 10D 4.99 1. 143 h>QO 1 0.85 1 4.8 0.18 `\`\\\\\,\t ��111{tiliUt//�1�� ////',/ � � .�'� '`` � ''�� ';�'� ''-`. � o. � 1 � �, ' r � • S�'AY� �; : %,�it°� • //.��,, �7` • .. /� �•.� LOntV.� �1 I � '''�• ti� � ��/1711i1U11U � - � Page 3 • RoraitJ Ogavya and fl5sociai.s Inc 530t'eNarnar Avenu=.�3 Nunfinqron 9exh, CA J'Zf+� Frn�ecY RtO-2160-0� (75 A) 2�2-ZtiG2 ceN ('/Y 4) 847-4595 fax - .;ames N=r-v� Stri�iny rro:i;eds. ine '.�t11 Elm a,v-.ru: =oniara. ::;A �•_'3?. ^ L�+��L-aG�-]3 i:i Tabte �, Maxterrum W3nd �paad (MFH 3-secand gust) HardiePanei Siding, A8u'E 7-05 R9ethod `? Basic Wind Speed mph Cosfticients used in Exrei Gelc�takinna Por Tabi» 6 (3-second gust} lBC�6 !l2C� K= � Product Stud Building -- -' �dth Fastener Fastener Frame Prr�duct 7hickness Spacing Height B C D ��. �inches) �ncbes) Type Spacing �yPe {nches feet -- Exp B E� C Fxp 0 K� F{� I C�, �C'- 415 144 130 118 ��S � 0.7 0.8b 1,03 f7980 1 0.$B t 7.4 0.18 20 144 127 116 07' 0.8 �i.q8 t 0.86 i 1.4 0.38 � � 25 144 124 114 -i9 0.7 O.S4 5.12 1 0.86 i 7.4 018 � 3tl 144 121 fi2 07 0.98 1J5 t 0.8$ 1 tA 0.9$ � ?X,4 35 141 120 T10 - 0.73 1.Q'i t 19 7 6.88 1 14 0.18 dd Har��ei'anei� Sl'.d AES - wecd E�i 4Q 138 1't8 109 ± 1' 0.76 1.W 122 1 0.86 1 1.4 0.18 common Ham-FIr � A5 13B 177 108 �t5 : 0.796 1.085 1.245 1 0.85 1 1.4 0.18 50 134 115 1Q7 �FB "r 0.81 1.09 1.27 1 0.86 1 7.4 0.18 I t 55 '132 1i4 tOQ �:'.% Q.83 1.11 t29 1 0.88 t 1.4 0.18 BQ 130 913 705 0.95 t.S3 1.3� t 095 1 t.4 0.18 100 108 98 90 �J 0.99 7.2B 9.43 ha80 1 0.85 1 1B 0.78 0�15 181 164 149 'S' 07 0.86 t03 h580 1 0.8p 1 1.4 0.19 2U 181 159 14$ Iii t 0.1 0.9 1.08 i 0.88 1 1.4 D.tB 2S �� 181 158 1 d3 ;r � 0,7 0.94 1.12 1 0.85 1 1.� 018 30 181 153 t40 '�' Q7 0.96 1.18 1 0. i i.A 0.18 4.X4 35 177 151 138 �� Ql3 1.01 119 1 485 1 t.d 018 NBraieF�anei�9 S11B A8 � � 4 vrood 1P. 40 174 tA8 t37 ':: 0.76 t.bf t22 1 0.85 1 1.4 0.18 comm�n Hem-Fir q5 171 1A7 138 r:1 T 0.789 1.065 t2A5 1 0.90 1 1.4 0.18 � � I 5D 188 145 134 'a" 0.81 7.09 727 i O.riB t t4 0_18 55 188 144 133 7B 7 0.83 t.t� 1.29 1 0.85 1 1.4 p.18 BO 1$q 142 132 ?8.7 O.B6 1.13 7.31 1 0.8$ 1 1.4 0.18 1W 138 120 113 ;8_T 0.88 1.Z8 1.43 N60 1 0.8:i 1 1.8 O.fB 415 11 d 103 84 � t? 0.7 O.Sfi 103 h� 1 0.86 1 1.4 0.18 20 11d 101 �92 3!3 0.7` 09 1.08 t 0.86 1 1.4 0.18 25 U4 98 9p 3i.a D, 0.84 1.12 1 U. 1 i.d 0.18 30 114 90 8� a/.3 0.� 0.88 7.18 1 .&S 1 1.; 0,19 2X4 35 U 2 86 87 3 i 3 0.73 1.01 1.19 t :B;S 1 1.4 0.18 HardiePar,e� 5�'I6 4$ � 6 wood 24 40 108 86 31.3 0. 1.OA 1.7d 1 0.96 1 1. .18 common Hem-Fir q5 1p6 92 86 3f,3 1.2A$ 9 O.db 1 t4 O.iB 50 108 91 85 31-3 Q.81 1. 127 1 0. 1 t.4 p.i$ 55 105 91 84 3�3 0. 1.11 7.2$ 1 6.8!! 1 t.4 0.1y 80 103 90 88 313 0.$6 1.13 1.3t 1 0. f t. 4.18 1tm 86 76 71 3�3 0. 126 1.A3 MSq 1 D. 1 1.8 0.18 0-15 141 128 118 4;.7 4.7 0.tt5 1.03 hs69 1 0.85 1 1.4 0.18 2D t A1 124 118 4'J q.7 0.9 1.08 1 R96 1 1.4 p.18 � 25 141 121 171 A7.7 0.7 D.9d 1.12 t D.d6 i 1.4 0.18 30 �41 119 109 4i? 07 0.88 1JB 1 0.8Cr 1 1.4 0,18 2X4 35 138 117 108 4.',T b, 1. 1 1.i9 t Q95 1 1A Q,id HardiePanei� 5118 48 � 4 wood 2A AO 135 178 107 4T7 0.7Q t.p4 1.22 i 0. 1 tA �.19 common Hem-Fr A5 733 114 108 47J 0.7 1.OBlS 42 1 0.$5 1 1.4 Q48 50 131 113 105 4�.7 1 1.99 1.2T 1 O.�S 1 1.A 0.1 55 t7,8 112 104 47.7 Q' 1.71 12B 1 0.86 1 t. 0.18 60 128 1 t 1 103 47J 1. 3 1.3i 1 0, 1 1. .t8 1Q0 106 8A 88 d7.T 1.26 t.43 MBiD 1 0. 1 t.B Q.i$ 0-15 112 1Q7 92 34.0 0.7 .85 1.D3 hsBO 7 0.86 1 1.4 4.7$ 2El 112 88 80 30.0 4= 0.9 tA6 1 0. t t.4 0,19 4d, 0.091 26 112 98 88 30.0 0.7 Q94 t.A2 1 0. L t.S O.fi In. ehank X � 112 94 8 3tl.0 Q. 0. 1.18 1 0. } 1.i .4 0,225 in. 4 edge � � i� �' � �.o a73 1.01 1.19 1 Q. 9 1,t d.18 HarclbPanel� 'S�16 48 �vood 18 4Q 107 92 � 30.0 0.T8 1.04 1.22 1 0. 1 1. O�tB HD X 7.5 8 field �� ,� p� 91 g4 3p.Q D. 1.Q66 t 1 Q' 1 1 0.1. in.long ring � 104 gg g3 �.Q 1 1.08 1.27 1 0 4'IA O.f shank nad �r 1p3 gg 82 �.0 0.83 t.tt 1.29 1 0. 1 1.4 O.tB BQ 101 88 82 �.0 Q.b6 1.13 1.31 i 1A O.tB 700 84 74 7D 30.0 0.9C t.26 1 1.$ 0.18 �/ / Umlkatlons oI Uw: ��\``�' , . • . 'Y /J ��`% �! I Festerror Dullotd mtret ba evai4et8d wtten instaNed wer stael etuds or x spaCies of waotl etuCs other than that which was teete�� _.� •.... r 2) In High Velacily Hut�ICane Zones (HVHZ} inetall per Miami-Dacie County Fioride, NOA 07-0418.04. `� � �� yk �. �,,�- S�"�t?�E . � ��"' , ,� P � 4 '%,'��'�,� �;�?��,4'�� ; � � '��r, ��.�,� � � r �:� , �J tr, �� , �r�tmay�eh•� a�x" �'�rida Building Code Online Page 1 of 3 � p • . .: ', � t k; •. < m;y"�?e.;�:. :� .� _ ��e •�;'" ' s q' °:tr�..�. � a�.€�' �s.� F , ' ,.. .� > ms+aw'� .s ia.. �� j g +> :. 3 � ' � A � 'A il" ... , y, `> '4 �j � § § L yY,��y�,.p:;t,l � t �, .gf;`,�'�� ;�, .. ��%�� "�w�s.. P;�fif' � u � � �,�� ` _�;. �� F ...- . . . :, "�:• '� ., ��a: ,�. ., .� , , ,.��_•-�,�•�•� . , � ��_.� .. ;ro � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search '�� Product Approval § € USER: Public User y�: . :`� ..;� Product Approval Menu > Product or Application Search > Application List > ApplicaGon DeWil �• � FL # FL697-R2 . Application Type Revision � °� Code Version 2007 Application Status Approved - Comments > � Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature Danny ]oyner danny.joyner@amarr.com Technical Representative Danny ]oyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 djoyner@ammarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior poors Subcategory Sectional Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/O1/2015 Validated By Steven M. Urich, PE � Validation Checklist - Hardcopy Received httt�://www.floridabuildine.or�/nr/nr ann dtl.acnx?naram=wl" rFVX(lwtT�ntlRT�rIflPYmrRanl2�i(lYmaa/ ai�oi�nn4 Florida Building Code Online Page 2 of 3 Certificate of Independence FL697 R2 COI Tom Shelmerdine Letter of Independence 7 24.2007.pdf Referenced Standard and Year (of Standard) Sta ndard Year ANSI/DASMA 108 2002 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted O1/07/2009 Date Validated O1/23/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 jSummary of Products ; FL # � Model, Number or Name Description � ; 697.1 1200 #SFC-590-010 10' thru 16' wide. Design pressure +46.0/-56.0 ; ; Limits of Use Installation Instructions ; Approved for use in HVHZ: Yes FL697_R2_II_SFG590-010 sealed.pdf ? Approved for use outside HVH2: Yes Verified By. TOM SHELMERDINE 0048579 � Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: +46.0/-56.0 Evaluation Reports � Other: Design pressure +46.0/-56.0 FL697 R2 AE ASCE 7-98 -02 -05.pdf j FL697 R2 AE ASTM TO DASMA LETfER.pdf ' FL697_R2 AE NOA IVo. 07-0425.02.pdf ' � FL697_RZ_AE_SFC-590-010 Evaluation Report 1 sealed.pdf ; Created by Independent Third Party: Yes i � 697.2 1200 #SFC-590-011 Thru 9' wide. Design pressure +52.0/-62.0 � Limits of Use Instailation Instructions i � Approved for use in HVHZ: Yes FL697 R2 II SFC-590-011 sealed.ndf � Approved for use outside HVHZ: Yes Veri�ed By: TOM SHELMERDINE 0048579 Impact Resistant: Yes Created by Independent Third Party: Yes � Design Pressure: +52.0/-62.0 Evaluation Reports ! Other: Design pressure +52.0/-62.0 FL697 R2 AE ASCE 7-98 -02 -05.pdf ; i FL697 R2_AE_ASTM TO DASMA LETTER.pdf ! FL697_R2_AE_NOA No. 07-0425.03.pdf i j FL697 R2 AE SFC-590-011 Evaluation Report a sealed.pdf � � Created by Independent Third Party: Yes � 697.3 1500/1200 #SBC-580-019 10' thru 16' wide. Design pressure +29.5/-29.5 ' Limits of Use Installation Instructions � Approved for use in HVHZ: No FL697_R2_II_SBC-.580-019 sealed.pdf ' Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 ! Impact Resistant: No Created by Independent Third Party: Yes ; Design Pressure: +29.5/-29.5 Evaluation Reports � Other: Design pressure +29.5/-29.5, Not for use in FL697 R2 AE A$CE 7-9$ -02 -05.pdf � HVHZ FL697 R2 AE ASTM TO DASMA LETTER.�df i FL697 R2 AE PTID 697 R1 T SBC-580-019.pdf � httn'//www.flciridahnilc�invnro/nr/nr ann �ltl acr�v`?naram=cx�(:F�IX(1«�T1ntlRTvii(lAVmrT2�.,,12.a(lY,ti ni��nn� �''orida Building Code Online Page 3 of 3 `I �I Created by Independent Third Party: Yes I' i 697.4 1500/1200 #SBC-580-020 9' thru 16' wide. Design pressure +33.0/-34.6 ' Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL697_R2_II_SBC-580-020 sealed pdf � Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 i Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: +33.0/-34.6 Evaluation Reports � Other: Design pressure +33.0/-34.6, Not for use in FL697_R2_AE_ASCE 7-98 -02 -05 pdf ? HVHZ FL697 R2 AE ASTM TO DASMA LETTER.�df FL697_R2_AE_SBC-580-020 Report.pdf Created by Independent Third Party: Yes j 697.5 1500/1200 #SBC-580-023 Thru 9' wide. Design pressure +30.4/-30.4 � Limits of Use Installation Instructions � Approved for use in HVHZ: No FL697_R2_II_SBC-580-023 sealed.pdf � ' Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 � � Impact Resistant: No Created by Independent Third Party: Yes i � Design Pressure: +30.4/-30.4 Evaluation Reports I Other: Design pressure +30.4/-30.4, Not for use in FL697_R2_AE_ASCE 7-98 -02 -05.pdf 3 HVHZ FL697 R2 AE ASTM T D ASMA L ETTER�? df FL697 R2 AE PTID 697 R1 T SBG580-023.pdf Created by Independent Third Party: Yes � 697.6 1500/1200 #SBC-580-024 Thru 9' wide. Design pressure +35.1/-35.1 � Limits of Use Installation Instructions � Approved for use in HVHZ: No FL697 R2_II_SBC-580-024 sealed.pdf j Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party: Yes 3 Design Pressure: +35.1/-35.1 Evaluation Reports ; Other: Design pressure +35.1/-35.1, Not for use in FL697_R2_AE_ASCE 7-98 -02 -05 pdf 3 HVHZ FL697_R_.2_AE_ASTM TO DASMA LETTER.pdf j FL697 R2 AE PTID 697 R1 T SBC-580-024 pdf � ; Created by Independent Third Party: Yes ; ; 697.7 1500/1200 #SBC-580-025 Thru 9' wide. Design pressure +29.1/-29.1 ; � Limits of Use Installation Instructions ? Approved for use in HVHZ: No FL697 R2_II_SBC-580-025 sealed.pdf ' Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 ; Impact Resistant: No Created by Independent Third Party: Yes 3 Design Pressure: +29.1/-29.1 Evatuation Reports # Other: Design pressure +29.1/-29.1, Not for use in F.L697_R2 AE_ASCE 7-98 -02 -OS.pdf ; HVHZ FL697_R2_AE_ASTM TO DASMA LETTER.pdf � FL697 R2 AE PTID 697 R1 T SBG580-025.pdf ; i Created by Independent Third Party: Yes ,.._._..._------__----___.........._.__.. .....------_--------...._._._..---...._�...---.._..------- --......---�_._.�.__ Back NeM DCA Administration Depa�6nen! of Community AHalrs Florlda Bui/ding Code Onllne Codes and Slandards 2555 Shumard Oak Boulevard TaUahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Aecepts: � � � � V�rifip frtural V!RlfY� htto://www.flnridahuildin�.�r�/nr/nr ann citl acnx�naram=wC` rFVX(lwtTlntlRT�r1(1PVmrRanlZra(1X„�ao/ ai�oi�nno � �• m � � _ �: � a 9 �� _ rn � mo � � � � e ; �a �� _ � � a :�� o � � � �� a� �� m � N � x � o � � �'�3 � � � � v Q � i y � � � J^ � F OIK�2' � � z� m < m N w W ^� rr � � � �li ^�� v�iWVO 9`C � " O v � `� � ��Wm �<m �� '�' � � a Q � � � �� a � � j C Y E y � < � i °mw ^�<�fi � � � � o Q � � 3� 4 ?S< � b � � ° o . � � �` � I � N� o a a g z � 0. �' 25 � m �� . z oo < „� �'�� <• V N �O Lj V Uf ? 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I �' f � I ., .. Q ; � ° � a. � o - ^�= � b a u5 f J L� U a s� � a � �� x� > � � N � ��;� ��a� �Y !_ �� " <, �� x� � �� 3 �� ..� s >� �� & � �45 � a� �� ;� �� H �� '�� ^ .. �� <� STRUCTURAL SOL UTIONS, PA. Structural Engineering ■ Investigations ■ Consulting June 4, 2008 Mr. Steven White Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 Re: Wind Load Pressures on Garage Doors Calculated per ASCE 7-98, 7-02 and 7-OS Amarr Garage Doors Project No. 08-001 To Whom It May Concern: The wind load pressures on garage doors are the same whether they are calculated using ASCE 7-98, 7-02 or 7-05. Where Amarr Garage Door drawings indicate that pressures were calculated using ASCE 7-98 or ASCE 7-02, the wind load pressures are still valid for ASCE 7-05. S ince:ely�... �,��.��`♦..•• , : �; . ; � w1; 'S: • •k � � i s 1+ • : ►Va A , � � � ' � . *+ 97AT� t}F � � � +�.(�` , • �s� ' �'aa•r�� # .� *y �: �� STRUCTURAL SOLUTIONS P.A. Thomas L. Shelmerdine, PE President 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■(336) 856-2686 ■ Fax (336) 856-2687 � � STRUCT'URAL S4LUTIONS, PA. Structural Engineering ■ lnvestigations ■ Cansulting October 9, 2008 Re: Amarr Garage Doors Test Procedures Per ASTM E330-1990, E330-2002, DASMA 108-2002 and DASMA I08-2005 Project No. 08-001 To Whom It May Concern: This letter addresses the proc.�dures that Amanr Garage Doors uses to test garage doors for windload resistance, and compazes those proc,edures with ASTM E330-1990, ASTM E330-2002, DASMA.108-2002 and DASMA 108-2005. I have reviewed the test procedures described in ASTM E330-1990, AS'I'M E330-2002, DASMA 108-2002 an,d DASMA 108-2005, and I have personally wilnessed the testing performed by Amarr Garage Doors since 1995. The various procedares used by Amarr Gazage Doors since testing began in 1995 have all been in substantiaI conformance with the procedures described in these four documents. All of these test procedures are essentially the same from an engineering standpoint. Therefore, doors that were tested in conformac�e with the earlier documents (i.e. ASTM 8330-1990 and DASMA 108-20d2) are considerad to aLso comply with the later documents (i.e. ASTM E330-2d02 and DASMA 108-2005}. SincerelY , f s r r;�.., '�� eti �F 1 � 1�� Y� i �'-� .,....��Yi �r °�. ' :ti = r �/ ' V ��' ) � � � , � 7 t ! '� R � ••�3, ,� ••' � I �•�: y �' .\ . i --t , } .'� . ' f) > � .,'. ? 4 ' �� , h � . "•, . „' {. ([[]]] � r � ' � � ..' : � �,J ��y[� I!J � i �� M � C � .�� -I • i-. ,,� . • � � J . • � _� , � q !�): �ti h � . � � 1 � �'. �.l y.�� ti . ' ��'�:.' ��_ �1 + ti 1 '� i I ` •�i�� ► � \ STR"��I,� ��1'QNS, P.A. , Thomas'L�.'�4i�ldf�r`duse, PE 5921-G West Friend y venue ■ Greensboro, North Carofina 2741 Q■ 1338) 858-28 8■ Fax {336} 866-2B87 MI �� A � M 1J�� MIAMI-DADE COUNfY, FLORIDA L�iYY METRQ-DADE FLAGLER BUII.,DING BLTII.DING CODE COMPLIANCE OFFICE (BCCO) I40 WFST FLAGLER STREET, SUITE 1107 PRODUC'I' CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 375-2408 NOTICE OF ACCEPTANCE (NOA) www .buildinQCOdeonline .com Amarr Garage Doors. 165 Carriage Court Winston-Salem, N.C. 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Mianu Dade County ancl other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be vaIid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade County} and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assvrance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product ConCrol Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mode11200-D WeatherGuard Plus with DuraSafe. APPROVAL DOCUMENT: Drawing No.SFC-590-010, Sheets 1 of 1, titled "Model #1200-D WeatherGuard Plus wlDuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/Ol, last revision OS/21/07, prepared by Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami-Dade County Product Control Renewal stamp with the NOA number and approval date by the Miami-Dade County Product Control Division. 1V�TSSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless othe'rwise noted herein. � 1ZENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ; change in the applicable building code negatively affectin.g the performance of this product. - TERMINATION of t�is NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of tlus NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. � L�DVERTISEMENf: The NOA number preceded by the words Miami Dade County, Florida, and followed by �' the ezpiration date may be displayed in advertiszn literature. If an i g y portion of the NOA is displayed, then it sha11 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. OZ-0115.09 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. - NOA No: 07-0425.03 Expiration Date: May 16, 2012 Apprnval Date: Page 1 STR UCTURAL SOL UTIONS, PA. � Structural Engineering ■ Investigations ■ Consulting- GARAGE DOOR STATIC PRESSURE EVALUATION REPORT Garage Door No.: SFG590-011 Test Date: 7/9 - 7/12/2001 Project No.: 01-034 Desi n Pressures: +52.0 sf, -62.0 sf Re ort Date: 1/7/2009 Test Pressures: +78.0 psf, -93.0 psf Test Location: American Test Lab of So. Florida, Ft. Lauderdale, FL ASCE 7-98/02 Criteria: 150 m h, Ex osure C, I=1.05, 25' Mean Roof Hei ht, 5' in Ed e Stri Reference Test Renort and Drawin�: American Test Lab, Inc. report number 0709.01-01 dated 8/23/2001, and drawing SFC-590-011 dated 6/26/2001 by Amarr Garage Doors. Descriqtion of Test Saecimen: Amarr Garage Door 9' x 7' 24/27 ga steel garage door Model 1200-D Weatherguard Plus as shown in drawing SFG590-011. Test Standards and Renort Conclusion: The above referenced Test Report states the following: • The test was conducted in accordance with DCBCCD PA 201-94, PA 202-94, PA 203-94, and ASTM E-330 • The door was operable before and after test • The test was wifiessed and certified by William R. Mehner, PE and Henry Hattem, PE Summarv• The 9' x 7' Model 1200-D Weatherguard Plus door as described on Drawing SFG590-O 11 meets the testing criteria as described above. By comparison to the construction of the 9' x 7' Model 1200-D Weatherguard Plus, the following doors also meet the above testing criteria, when constructed in accordance with Drawing SFG590-011: • Up to 9' wide Model 1200-D Weatherguard Plus doors with heights of up to 8'. • Up to 9' wide Model 1200-D Heritage 3000 doors with heights of up to 8' (because the name "Weatherguard Plus" has been changed to "Heritage 3000"). Submitted by: STRUCTURAL SOLUTIONS P.A. Thomas L. Shelmerdine, PE (Florida PE #0048579) 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■(336) 856-2686 ■ Fax (336) 856-2687 Fiorida Energy Effieiency Code For Building Cvnstruction Fforida Departmenf of Community Affairs EnergyGauge Summif� FlalCom-2(?O8, Effectivei March f, 2009 -- Form 400A-2008 Method A: Whote Build'ing Performance Method for Commercial Buitdings PROJECT SUMMARY Short Desc: 2010-090 Descriptjon: FORT KING COLONY APT Owner: - Addressl: - = City: Zephyrhills Address2: Stste: FL Ztp: 0 Type: Office _ Class: New Finished building Jurlsdiction: ZEPI-IYRHII..L.S, PASCO COUNT�, FL (6l t600) Condittoned Area: 3223 SF Conditioned & UnConditioned Area: 3223 SF No of Stories: 1 Area entered Prom Plans 0 SF Permit No: 0 Max Tonnage 3.9 - If ditYerent, write in: s - _ EnergyGauge Summil� Fla/Com-2008. Effective: March 1, 2009 - 8/12/2010 Page i of 9 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 1,911.0 2,218.0 PASSED LIGHTING CONTROLS - PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS PASSES PIl'ING SYSTEMS PASSES Met all required compliance from Check List? _ �/ o/NA IMPORTANT MESSAGE - Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report z - - EnergyGauge Summii� Fla/Com-2008. Effective: Ntarch 1, 2009 8l12/2010 Page 2 of 9 `` ��t�� aFi�,3'�IFICATIONS �� ,FAEL,�/j, i `� � ��• •�� s �I� • :"`� �� :' �.� N SF�'- 9 y % = : No . 0785 �� ! hereby certify that the pIIn�artd sp i�tions co�er�l j�r this calculation are in compliance wit he Fiorida Energy Code �,p : E OF ;�� Prepared$�:G�s �. � jr`?l��`� BuildingO�cial: i�� . G ` � Date: ��i � �� Date: � " �� l/llll►�� 1 certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent _ Date: It Required by Florida law, I hereby certify (') that the system design is in compliance with the FLorida Energy Efficiency Code Architect: Reg No: Electrical Designer: Nestor D. Martinez, P.E. Reg No: 61756-FL Lighting Designer• Nestor D. Martinez, P.E. Reg No: 61756-FL Met;hanicaf Designer: Jose R. Lizasoain, P.E. Reg No: 60785-FL Plumbing Designer: Jos� R. Lizasoain, P.E. Reg No: 60785-FI. (') Signature is required where Florida Law requires design to be performed by registered design , professionals_ Energy6auge Summit� Fla/Com-2008. Effective: March 1, 2009 8/12/2010 Page 3 of 9 Project: 2010-090 Title: FORT KING COLONY APTS - CLUBHOUSE 'I�pe: Office (WEA File: FL_TA�'�iPA_INTERNAT'IONAL_AP.tm3) Building End Uses - 1) Proposed 2) Baseline Total 122.00 165.50 $1,911 $2,609 _ ELECTRICITY(MStWkWh/S) 122.00 165.50 " 35716 48500 $1,911 $2,609 AREA LIGHTS - 31.�0 36 .90 - 9343 10801 - $S00 $S81 MISC EGIUIPMT 30.30 30.30 8872 8872 $4�5 $477 PUMPS 8 MISC o.30 0.20 75 73 $4 $Q . SPACE COOL 43 .6o as.6o 12780 14239 • - $684 $766 SPACE HEAT l.ao 3.30 403 97! � - $22 $52 VENT FANS ia.so as.2o 4243 13544 $227 $729 Passing requires Proposed Building cost to be at most 85% PASSES of Baseiine cost. This Proposed Building is at 73.2% - EnergyGauge Summil� Fla/Com-2008. Effective: March 1, 2009 - 8/12/2010 Page 4 of 9 Pr�ajecc: 'iJt1r-u�►ii Tit►e: FtIRT �:iti(; i'()L(31�' �i'"f5 - tLt Type: �)tTtce {�t'E.i�i{e: Fl._I�L�IY:�_,[�iTF�R\�TIU'�.at._:��'.tm3) �xter Li ghting Comp li�nce .��..� � � llr�ripiic�n ('.itehat Tradahle' :�ItaHance lreaurLength �:LPt ('I.F' l��/�nit) ur:�jo. nf L'tsifs t�t�l (1�t`} t5qtt or i't) Ext I.igt±t 5 �tain envie; `c"cs 3f} f30 �t38 () ('.fi-i1) 1�? Tradabie Surfac�s: 192 (1�') :�ll�ws�nce for Tr�d�►�ile: 18522 (W) F��SES t111 External Light�ng: 192 ('�Y) Comptieance check includes a 5�'o excess allowance of �82.{)0(�i�'? Prvject: �.81�-t�40 - 'Citk: FORT' KItiIG{;ULQ�IY:�P't'5 - CL[;B�iQC�tSE Type: Uf'!ke (�YEA File: Ft_T:i�tP�1_t�TF,RN�1TIdi"�t:#L_AP.tm3) _ ` I,ighting Controis +G�mpliance Arranpm -.�shrae Desrription - Arca Design �iin Compl� � (sq,R) CP C:P ance Ptt)2atSpl 9.Oft? Exer�ise.�rea tL;ym) - 4fsb ? � p.�S��; Pi�17.c�f ��? fi `I`�i!eC .�nd ��'a�hr� ; ;i _' I Y �SSF:� Pri)Zc�l�p 1 I 2 Lr>ttbr (C;rncral )- Itecepti�?n :end 66() ? t P tSSES «'a�t�n� F?r(}7n?Sp2 iS C'onterence/mreting(�ialtipi� 3?8 ? ( p Funcii�ns) A�t1Zc�2Sp3 � 5 Ccirridctr 9$ 2 i P.�#�SE� E'rtl2.o2S�i 1(l.fltk3 F.xamlTreaunent (Hospital} 1�0 ? 1 p P'r#�Z.o35p1 ' � Fcx�d Service - Kitchen t t� 2 1 E'�:�,SES Yr11�35p2 !' C�ffi�� -�rn;losed 1�# ? I P:�S:4�S P�i)?.ta3Sp3 tt}.012 C.aurtdry_�'ush�ng 1t�S � ! PASSES Prtf?.�3Sp� t7 C)fti�e - Enclos�tl (3U i i FAS.'S�S PrU7,o3Sg5 I T{)f�i�-e - Enciosed • 4?0 2 i Pfl55E5 PrOZo3Sp6 17 t`3ffice - Fncl�rsed I 32 ? 1 P�S.�ES Pr4Zc�Spt 1 F:lee�rical'�iec:h�nica}Equipment IU 2 I PASS�:S : Rookn - f.ieneral ��'�� _,.. _. - EnergyGauge Summil� Fla/Com-2008. Effect�re: March 1, 2009 8/ 12/20 t 0 Page 5 of 9 Project: 2010-090 TitIe: FORT KING COLONY APTS - CLUBHOUSE 'ly'pe: Office (WEA File: FL_TA1�1PA_IlVTERNATIONAL_AP.tm3) System Report Compliance - PrOSyl AHiJ - 1 Constant Volume Air Cooled No. of Units Sptit System < 65000 Btu/hr 1 Compooent Category Capacity Design Eff Design IPLV Comp- ER Criteria lPLV Criteria liance Cooting System Air Conditioners Air Cooled t4.00 12.23 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Fumac� t.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.52 0.90 - PASSES System -Supply Constant Volume - . Au Distribution ADS System 6.00 PASSES System PrOSy2 AHU - 2 Constant Volume Air Cooled No. of Units - Sp6t Systern < 65000 Btu/hr 1 Compooent Category Capacity Design Eff Desiga �LV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 14.00 1223 PASSES Sp(it System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.36 0.90 PASSES System -Supply Constant Yolume Air Distribution ADS System 6.00 , PASSES System PrOSy3 AHiJ - 3 Constant Volume Air Cooled No. of Units Split System < 65�)00 Btui/hr ' 1 Component Category Capacity Design Eff Design �LV Comp- EH Criteria lPLV Criteria liance Coo(ing System Air Conditioners Air Cooled 14.00 12.23 PASSES - Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace L00 1.00 PASSES Air Handling Air Handler (Supply) - 0.28 0.90 PASSES System -Supply Constant Volume Air Distribution ADS System 6.00 - PASSES - System . EnergyGauge Summil� Fla/Com-2008. Effective: March 1, 2009 8/12/2010 F'age 6 of 9 t'rtl'��•.l '�rsterti y C�nstant �satun�e.�ir ('+�>led �o. �rf 1 nity Splat 4��iem < bit�U4 Iitu%hr 1 CUrt�p+a�ent Category Capacitr i��sign E:ft Design IPI..�' C'amp- Eti C'riteria 1PL�' C'riteria li�nce �=,r >>�+tc�tx .lir �'.krditic�i:<rs :3tr C'.�4�lee� 3 -t f3ti i w � � !'.455�5 S(.}�tt ��"StcTil f ti��k} BkWil (`i111�{ll� t 1�?il� i[�• E�[eatin� Sytiter�� I=lertric Furnace �(It) i,[k? P:1S�;ES �ir Hanc�lin� :�ir N�nd1�r tSuppl� )- t) 31 tl,yt) F�SSES S}sEem - Supply �'��nstant t�c�lum� Air t�)istribuiinn .•�I7S System �i.(� ?.�t) P:1��,SES ��t�m " : � �� - Flant Compliance Desrr3ptian T�ss#alird Si�e Design liin [}esiga titin Cutegors �'a��p No Eff E[f IPLV IPt.V - lianee �-_ �c�pe ..�.. Pt�t,�ject: 2t)14-0413 - 1"iile. FURT KINt, C!Oi.ONY f1P1"S - CL[;BHOC'SE Types C385ce tWEA Flle: E'L_TAhiP Water Heater Compliance 13�scription �ypg C De�ign tlin i3esign �taac Canzp E� Eft Loss Lflss I18I1fiE Water Heater I Flectric water heater <= i2 (xw� (1.$� t�.�36 PA5S�S S �riY - PA�S�;S � .�...� �.. - EnergyGauge �ummii� F1a/Cc>m-2008. Effectnre: March 1, 2009 8/i2/2010 Page 7 <�f 9 Project: 2010-090 Title: FORT KING COLONY APTS - CLUBHOUSE Type: Oftqce (WEA Ftle: FL_TAMPA_INTERNATTONAL_AP.tm3) Piping System Compliance - Category Pipe Dia ls Operating Ins Coad Ins Req Ins Compliance - (inches] Runout? Temp _ [Btu-iol6r Thick (in] T6ick [iQ] [F] .SF.Fj Domestic and Service Hot Water 0.50 False 105.00 0.28 0.50 0.50 PASSES . Systems �— PASSES � - EnergyGauge Summit� Fla/Com-2008. Effective: March 1, 2009 - 8/12/2010 Page 8 of 9 " r��c :2010-090 Titte: FORT KING COLONY APTS - CLUBHOUSE Type: Office (WEA File: FL_TAMPA_INTERNATI01�1AL_AP.tm3) - Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report 13-10i Input Report Print-Out from EnergyGauge FlaCom attached Operations Manual 13-102.1, Operations manual provided to owner � 13-410, 13-413 Windows & Doors 13-406.AB.1. l Glazed swinging entrance & revolving doors: max. ( A cfm/ftz; all � other products: 0.4 cfm/ft Joints/Cracks 13-406.AB.1.2 To be caulked, gasketed, weather-stripped or otherwise sealed � � _ Dropped Ceiling Cavity 13-406.AB3 Vented: seat & insulated ceiling. Unvented seal & insulate roof & �� side-walls System = 13-407 HVAC Load sizing has been performed i� r � Reheat 13-407.B Electric resistance reheat prohibited � HVAC Efficiency 13-407, 13-408 Minimum efficiences: Cooling Tables 13-407.AB.3.2. l A-D; �` � Heating Tables 13-�07.AB.3.2.IB, 13-407.AB3.Z.1D, - - - 13-408.AB.3.2. i E, 13-408.AB.3.2F HVAC Controts 13-407.AB2 Zone controls prevent reheat (exceptions); simultaneous heating �" and cooling in each zone; combined HAC deadband of at least 5°F _ (exceptions) Ventilahon Controfs 13-409.AB.3 Mot�rized dampers reqd, except eravity dampers OK in. 1) exhaust �� systems and 2) systems with design outside air intake or exhaust capacity <3(?� cfm / ADS 13-410 Duct sizing and Design have been performed �� HVAC Ducts 13-410.AB Au ducts, fittings, mechanica! equipment & plenum chambers shall Q _ be mechanically attached, sealed, insulated & installed per Sec. - 13-410 Air Distribution Systems _ Balancing 13-410.AB.4 HVAC distribution system(s) tested & balanced. Report m � ' construction documents Piping Insu(ation 13-411.AB In accordance with Table 13-41 l.AB2 Water Heaters 13-412.AB Performance requirements in accordance with Table 13-412.AB.3. . _ Heat trap required Swimmi�g Pools 13-412.AB2.6 Cover on heated swimming pools. Time switch (exceptions); n - " Readily accessible oNoff switch � Hot Water Pipe 13-41 LAB.3 Table 13-41 I.AB.2 for circulating systems, first 8 feet of outfet Q Insulation pipe from storage tank and between inlet pipe and heat trap Water Fixtures 13-412.AB.2.5 Shower hot water flow restricted to 2.5 gpm at 80 psi. Public � lavatory fixture how water tlow 0.5 gpm maz; if self-closing valve 0.25 gallon recirculating, 0.5 gallon non recircuiating � Motors 13-414 Motor efficiency criteria have been met Lighting Controls 13-4i5.AB Automatic control required for interior lighting in buildings >5,000 � s.f.; Space controt; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluuorescent lamps>30W EnergyGauge Summii� Fla/Com-2008. 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DB / Lvg DB _ __ 65.1 / 75.8 °F Water f(ow � 20.0 °F drop _ wp Supply Fan Sizing Data Actual max CFM _ 1097 CFM Fan motor BHP 0.13 BHP Standard CFM _. _ _. ._.._ 1097 CFM Fan motor kW 0.10 kW -- - - ctuaf max CFM/tt _ 1.36 CFM/ftz Fan static 0.40 in wg — - - — Outdoor Ventilation A1r Data Design airfbw CFM ;._ 150 CFM CFM/person ._. 15.00 CFM/person CFANft�. 0.19 CFM/ft� i - Nourly Analysis Program v 4.4 Page 1 of 1 Air System Design Load Summary for ZONE-1 Project Name: 2010-090-Fort King CH 08/16/2010 Pre reii b� SGNI En ineerin i 1:22AM DESIGN COOLING OESIGN HEATING COOLING DATA AT Jul 1600 HEATiNG DATA AT DES HTG COOUNG OA D8 / WB 91.6 °F / 76.9 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensibla Latent ZONE LOADS Details (BTU/t►r) (BNfir) Detalls (BTIJlhr) (BTU/hr) Window & Skylight Solar Loads 120 ftz 4960 120 ft Wall Transmission 683 ft 1645 - 663 ft 1608 - Roof Transmission 809 ftz 1790 - 809 ft 796 - Window Transmission 120 ft 2250 120 ftz 4451 Skylight Transmission 0 ftz 0 - 0 ft 0 - Door Loads 0 ft 0 - 0 ftz 0 Floor Transmission 609 ft 0 809 ft 836 Partitions 0 ft 0 - 0 ft 0 Ceiling 0 ft 0 - 0 ft 0 - Overhead Lighting 1311 W 4472 0 0 Task Lighting - 0 W 0 0 0 � Electric Equipment 405 W 1380 - 0 0 People 10 2300 1200 0 0 0 Infiltration 0 0 0 0 Miscellaneous - 0 0 0 0 Safety Factor 0% 10% 0 0 0% 0 0 » Total Zone Loada 18796 1200 - 7692 0 Zone Conditioning 18079 1200 7607 0 Plenum Wail Load 0°/a 0 - 0 0 Plenum Roof Load 0% 0 0 0 Plenum Ughting Load 0% 0 0 0 Retum Fan Load i097 CFM 0 1097 CFM 0 Ventilation Load 150 CFM 2626 4590 150 CFM 5450 0 Supply Fan Load 1097 CFM 325 - 1097 CFM -325 Space Fan Coil Fans - 6 - - 0 Duct Heat Gain / Loss 0% 0 - 0% 0 » Totai System Loads 21230 5790 12731 0 Central Cooifng Cal - 21230 5790 0 0 Central Heating Coil - 0 - 12731 » Total Conditioning 21230 5790 - 12731 0 Key: Positive values are cig ioads Posftive values are htg loads Negative values are htg loads Negative values are cig loads Hourly Analysis Program v 4.4 Page f of 1 Air System Sizing Summary for ZONE-2 Project Name. 2010-090-Fort King CH 08l16l2010 Pre ared b� SGM En ineerin 11:22AM Air System Intormation Air System Name ZONE-2 Number of zones _. 1 Equipment Class SPLT AHU Floor Area _ _ 1228.0 ft Air System Type ____ - SZCAV Location Tampa, Ftorida Sizing Calculatlon Information Zone and Space Sizing Method: Zone CFM _ Sum of space alrtlow rates Ca�u�ation Months Jan to Dec Space CFM Indlvldual peak space loada Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load _ _._ __. 3.8 Tons Load occurs at .___. Jun 1500 Total coil load _ _43.7 MBH OA DB J WB _. _. 91.0 / 77.0 °F Sensible coil load _ 32.5 MBH Entering D8 / WB ___ 76.2/64.5 °F Coil CFM at Jun 1500 1420 CFM Leaving DB / WB 55.0 / 53.9 °F Max block CFM _. 1420 CFM Coil ADP __ 52.6 °F Sum of peak zone CFM _. _. 1420 CFM Bypass Factor _. 0.100 Sensible heat ratio 0.743 Resulting RH -_. ._. _ _ 52 % ftz/Ton --- .- _.-- -_. _. : 337.0 Design supply temp. .. 56.0 °F - BTU/(hrvft .. 35.6 Zone T-stat Check.__ ._._. _. ._ ._ _. 1 of 1 OK Water flow � 10.0 °F rise _. ._ N!A Max zone temperature deviation __ 0.0 °F Central Heating Coit Sizing Data Max coil load _- _. 16.1 MBH _ Load occurs at ---_-.-- _- .-- -- _. Dec 0700 Coil CFM at Dec 0700._. - 1420 CFM BTU/(hr-ft __. ._._. _______. 13.1 Max coil CFM :_ ___. 1420 CFM Ent. DB / Lvg DB _ 54.7 / 65.1 °F Water flow � 20.0 "F drop N/A Suppiy Fan Si�ing Data Actual max CFM 1420 CFM Fan motor BHP ._. _. .__ _ 0.17 BNP Standard CFM._. _. 1420 CFM Fan motor kW _.._.._ _._ ._ ._.._.__.. .___ 0.12 kW Actual max CFM/ft __ __ 1.16 CFM/ftz Fan static _ _ _._._ 0.40 in wg Outdoor Ventilation Air Data Design airflow �FM _..___ _ 200 CFM CFM/person _. 13.33 CFM/person - -- - CFAAlftz _- 0.16 CFM/ftz - Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for ZONE-2 Project Name: 2010-090-Fort King CH 08/16/2010 Pre a�'ed b: SGIN En ineerin � 1.22AM DESIGN COOUNG DESIGN HEATtNG COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG COOLING OA DB / WB 91.0 °F / 77.0 °F HEATtNG OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOADS oetaPis �gTUm�� eTUmr� oetaus �erumr� �Brum�� Window 8 Skylight Solar Loads 105 ftz 3042 - 105 ft - - Wall Transmission 656 RZ 1335 - 656 ft 1545 - Roof Transmission 1228 Rz 2q94 _ 122g ftz � 2�9 _ Window Transmission 105 ftz 1869 - 105 ft 3895 Skylight Transmission 0 ft 0 - 0 ftz 0 - Door Loads 105 ft 514 - 105 ft 1071 - Floor Transmission 1228 ft 0 1228 ft' 1302 - Partitions 0 ft 0 - 0 ft 0 Ceiling 0 ft 0 0 ft 0 - Overhead Lighting 1989 W 678� - 0 0 Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - - 0 0 Peopie 15 4200 4050 0 0 0 Infiltration - 0 0 0 0 Mfscellaneous 0 0 � 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 20242 4050 - 9022 0 Zone Conditioning 19487. 4050 - 8950 0 Pienum Wall Load 0% 0 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0°'0 0 - 0 0 Retum Fan Load 1420 CFM 0 - 1420 CFM p Ventilation Load 200 CFM 3730 7189 200 CFM 7273 0 Supply Fan Load 1420 CFM 421 - 1420 CFM -421 Space Fan Coil Fans - 0 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads 23638 11239 - 15802 0 Central Cooling Coil - "32qgg 1 � 2gg _ Q 0 Central Heating Coil _gg,r�p _ 158�2 _ » Total Conditioning :23638 11239 15802 0 Key: Posftive values �are clg loads _ Positive values are htg loads Negative values are htg loads Negattve values are clg loads Hourly Analysis Program v 4.4 Page 1 of 1 . Air System Sizing Summary for ZONE-3 Project Name: 2010-090-Fort King CH 08/16l2010 Pre fed b� SGM En ineerin 11.22AM Afr System Information Air System Name 20NE-3 Number of zones � Equipment Class SPLT AHU Floor Area __. --- 1277.0 ft Air System Type SZCAV Location __ _. Tampa, Florida Sizing Calculation Informatfon Zone and 5pace Sizing Me[hod: Zaie CFM _ Sum of space airtlow rates Cakulation Months Jan to Dec Space CFM Individual peak space loads Sizing Data _ Calculated Central Cooling Coil Sizing Data Totai coil load ___ _ 3.1 Tons Load occurs at _ _ Jul 1500 Total coil load _. 3Z2 MBH OA DB / WB -_ .----_. ---. -- 92.0 / 77.0 °F Sens�ble coil load 29.1 MBH Entering DB / WB 76.0 / 64.4 °F - oil CFM at Jul 1500 _ 1361 CFM Leaving DB / WB ._ 56.2 / 55.1 °F - Max block CFM 1361 CFM Coil ADP 54.0 °F - — - Sum of peak zone CFM 1361 CFM Bypass Factor... _ p,1pp - Sensible heat ratio _ OJ82 Resulting RH 53 % ft -- _ 411.9 Design suPPly temP• - 56.0 °F = BTU/(hr-ftz) ... _. 29.1 Zone T-stat Check _ .. _. 1 of 1 OK Water tlow � 10.0 'F rise WA Max zone temperature deviation __ 0.0 'F Central Heating Coil Sizing Data _ - Max coil load _.-- 13.6 MBH Load occurs at --. ._-.--- _- -__-_---. _--_ pes Fttg - Coil CFM at Des Htg 1361 CFM BTU/(hr-ft ___--. -- -_ -_--. 10.6 Max coil CFM _. 1361 CFM Ent. DB / Lv DB __- _ _ 66.0 / 75.2 °F 9 - Water ftow � 20.0 "F drop _ WA Suppty Fan Sizing Data Actual max CFM 1361 CFM Fan motor BHP _ 0.16 BHP -- tandard CFl�A _.__ ___ __ __ 1360 CFM Fan motor kW _.____ ____ p,�2 kW Actual mau GFMbftz 1.07 CFM/ftz Fan static __. ._. _ 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM _ 150 CFM CFM/person ___. .__. 10.00 CFM/ erson CFM/ft� _. 0.12 CFM/ft p Hourly Analysis Program v.4.4 Page 1 of 1 � Air System Design Load Summary for ZONE-3 Project Name: 2010-090-Fort King CH 08/16/2010 Pre red b� S6M En ineerin 11:22AM DESIGN COOLING DESIGPI HEATiNG COOLING DATA AT Jul 1500 HEATING DATA AT DES HTG COOLING OA DB / WB 92.0 °F / 77.0 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOAD3 �etaiis �srumr� �eTUmr� �ecaris �arumr? �s�umr� Window & Skylight Solar Loads 75 ft 2296 - 75 ftz _ Wafl Transmission 904 ft 1979 904 itz 2130 Roof Transmission 1277 ft 2715 - 1277 ftz 1257 Window Transmission 75 ftz 1417 75 Rz 2782 Skylight Trensmission 0 ft 0 0 ftz 0 Door Loads 84 ft� 436 84 hz g57 FloorTransmission 1277 ft 0 - 1277 RZ 1471 - Partitiores 0 ft 0 0 ft 0 Ceiling 0 ftz 0 - 0 ft 0 Overhead Lighting 2069 W 7058 0 0 Task Lighting - 0 W 0 - 0 0 - � Electric Equipment 639 W 2179 0 0 PeOP 15 3675 3075 0 0 0 Infiitration - 0 0 0 0 - Miscellaneous 0 0 0 0 Safety Factor 0% / 0% 0 0 0% 0 - 0 » TotalZone Loads - - 21755 3075 g4g7 p Zone Conditioning - 21184 3075 - 8528 0 Plenum Wall load 0% 0 - 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 - 0 6 - Retum Fan Load 1361 CFM 0 - 1361 CFM 0 Ventiiation Load 150 CFM 2919 5041 150 CFM 5458 0 Suppty Fan Load 1361 CFM 403 1361 CFM -403 Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 0°/a 0 0% 0 » Total System Loads 24507 8116 - 13583 0 Central Cooling Coil 29091 8116 0 0 Central Heating Coil - -4584 13583 » Total Conditioning 24507 8116 13583 0 Key: Poaltive values are clg loads Poaitive values are htg loada Negative values are htg loads Negative values are cig loada Hourly Analysis Program v.4.4 Page 1 of 1 NEW CONSTRUCTION - SDIL TREATMENT CERTIFICATE For the Prevention oJSribterranean T'ermites (As requircd by rlorida Building Code (FBC)104.2.6) ' � Chemical and Concentration �,�' ` �a �a� Product: - Frenrise,05% (Tmidacloprid)_�^'` Bora Care 23% (Disodium Octaboratc Tetrahydrate) (Other Chemieals: ) � Builder Name: ~ `' ° � � " " °-C . 7 Pemut #: � ' � � � Customer #: Address: r �� '�,�� _ '� � ` � Lot 4� &*. ` .t � Block � Date Tin►e Sq. Feet Lixear Ft. Ga//ons Soi! Treatments ,'" '`* 9 -R'^�T � - �, � � kt"�, roundation s � Rc-Trcaur�ent Driven�ay, Pads �C Patios Pool Deck ' Final Pcrimetcr Applicator: _�'� "� `° .' f; , Tri-S Pest Control Service Slate License #: 2008 802 tY. lYaters Anenue • Tanrpa, F/nrida 33604 Pho��e: (813) 936-5850 As per 104.2.6 - lf soil chcmical barrier mcthod for trcatment prc�•ention is useJ, final exterior treatment shall be completed prior to final building approval. > � * If this noticc is !or thc final exterior treatment, initial nnd date il�is li�re ' � ' � � Lritial Date Tri-,S' Pest Control Service so2 w . Waters Avenue Tampa, Florida 33604-2946 � (813) 936-5850 , Address Inspected or Treated: (�q ��q Vi.� Pr. ingPected on for Wood Destro3ring Organisms ' D�ote Ttested on �/ 1 �� for: (C/�ea(r a!/app�r�nriate treatnient.Y) Il�ali � Subtetranean Termites ! Drywood Termites _ Wood Bores _ Moismre Control � _ Powder Post Beetle _ p�� lnspectors Name: c5'fGJP� NEW CONSTRUCTION - SOIL TREATMENT CERTIFICATE For the Preve�ion of Subterranean Terniites (As required by Florida Building Code (FBC)104.2.6) , • Chemical and Concentration �:,��,�,;�, ; -, Product: �}�retnise (Imidacloprid) .. -"'�'� Bora Care 23% (D�.codium Octaborate Tetrahydrate) (Other Chemicols• ) - Builder Nam�: � ' :a " � ,, , ", ` ' °' � Permit #: g ,� � � � V Customer #: : Address:___r �,.w %': ��:,��,.� `' c ' =t Lot Block Dats Tlme Sq. Feet LJaear Ft CaUons - Soil Tnadrrents Foundation Re-Tra►tment `� : �`` � " ` # � : r ' > Driveway, Pads & Patios Pool Deck " f P W »I r. '"` . ' ; 4 + e'�. � , «Final Perimeter - i Applicator: Trt-S Pest Control Servfce State Licer�se #: 2008 802 W. JYaters Avenue ° Tampa, Florida 33604 Phouc: (813) 936-5850 As per 104.2.6 -!f soii chemical barrier rtKthoel for treatrtu�►t prevendai is used, final exterior treatment shail bc compicted pri� to �nal building approval. ' ' .. * If tLis aoti€e is for the finul ezterior treatment, i�iitia[ ar:d date tliis llne ',��' �`�` Lritial Da[e Tri�' Pest Control Service 802 W. Waters Avenue IMPORTANT Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 ,p0 NOT ,�MOYE Pern�xaent Notice of Termite Protection (ag� required by Florida Building Code (FBC) 104.2.'n 69�0o AA � ��.�. Or. c�i�61,�� Address of treatment or Lot / B1oeiE �� (( ° This siructure has been treated for the prevention of subteaanean termitcs by the �"above nanxd company. An amwal inspection and a rcnewal of the aimual termite protection contract is nec�ssaiy for continued protection. Call the phone number � above for inspection and contract renewal. • P�� Florida Department of Ric�: scott �_� °" Environmental Protection Governor � "�'. -. Southwest District 13051 North Telecom Patkway Jennifer Carroll �`''`�` frl ' Temple Terrace, Florida 33637-0926 Lt. Governor �� . August 8, 2011 Herschel T. Vinyard Jr. Secretary Frank Ripa, Member King Investments, LLC 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 fripa(a�ri patampa.com Re: Final Clearance Pmject: Fort King Colony Apartments — Phase 1 FDEPPermitNo.: CS51-0030492-087-DWGCM WWTF: City ofZephyrhills County: Pasco Dear Mr. Ripa: The Department has received your Request for Approval to Place a Domestic Wastewater Collection/ Transmission System into Operation [FDEP Form 62-604.300(8)(b)] and supporring documents for the above-referenced pmject. This project was approved for construction under the permit application number described above, issued on August 17, 2010. The engineer of record certified that this project has been completed to the full extent of the approved plans and specifications, without substantial deviations. The submitted documents indicate compliance with the clearance procedures identified in Rule 62- 604.700, Florida Administrative Code. Therefore, the Deparhnent is issuing this letter of release to place the above-referenced domestic wastewater collection/transmission system into service for the subject facility. You must comply with any changes in applicable laws and regulations that af�ect operating procedures and/or quality standazds, and be aware of and operate under the general conditions included in your permit. General permit conditions are binding upon the permittee and enforceable pursuant to Chapter 403 of the Florida Staiutes. If you have any questions or comments, please contact me at (813) 632-7600, eactension 305 or rudv.isaac(a�dep.state.fl.us. Sincerely, � Rudy L. Isaac Permitting Engineer cc: Carlos Vasquez, P.E., Sprinkle Consulting, Inc., cvasquez(c�sprinkleconsultin .� com David E. Henderson, City of Zephyrhills, dhenderson�a�,ci.zephvrhills.fl.us William Todd Fabbri, Fort King Colony, Ltd., fabbritna,richmancapital.com www dep..state.fl.us . B xad S mith , Associates, Inc. " ■PLANNING ■LANDSCAPE ARCHITECTURE September 7, 2011 City of Zephyrhills 5335 Eighth Street Zephyrhilis, Florida 33542 RE: Fort King Colony Apartments Landscape Improvemerrts (Section 3, Township 26 South, Range 21 E�t - 26.38 acre site located west of Fort King Highway, and south of Daughtery Rd.) Consultarrt's Opinion of Construction Compietion To Whom It May Concern: I hereby certify that I am a licensed landscape architect in the State of Fiorida. To the best of my knowledge, ir�ormation, and belief, the landscape, hardscape features, and irrigation system were constructed in general cor�ormance to the plans and specifications for the above referenced project, and in my professional opinion are in compliance with applicable laws, codes, and ordinances. Respectfully, Brad Sm ith, �,�� .A�� o--&ad'CP emai�vnith@bsapWnning4eslqn.com. A S LA, A I C P D 2011.09A� 16:46.�00-09'00' Bradley A. Smith, ASLA, AICP President �,NDSCqp �� Q` ��' PO � EY'A. 5 � . � LA 764 y '• n � _*_ -i STATE *' OF •'* F �ORIDP "Enhancing Community through PLACE CREATIONT�" " P.O. Box 120938 � W Melboume, FL 32912-0938 � Phone 321.724.1036 � www.bsaolanning-desjg .n com FL Corp. Cert. #tC 305 NC Corp. License #C-307 Page 1 of 1 ENGINEER'S CERTIFICATE STATE OF FLORtDA ) } PASCO COUNTY } I, Carios A. Vasquez, a Professional Engineer registered in the State of Florida, with Registration No. 20,684 of Sprinkle Consultin�, inc. with cert�cafie of authorizatian #4548, hereby certify that the Fort King Colony Apartments approved on August 25, 2010 as illustrated in the construction plans, has been substantially completed in accordance with the permits, and that any minor deviations from the plans and spec�cations wi!! not prevent-t�e projeet #ram functioning in compliance witt► #he requirements of the City of Zephyrhifls. w�� a °uASQ"�* .��'�;•� CENS �� s �\ � m � = �= �o �oss4 . � j _ . * , . ,�� ------`"" - ' -�E o� =� : . � ,. _. . 0 . • • it` P : v o' ofe o al Engineer •• �s• �G .*° . � S� NAL . �.�° � '+a,e,ai��`' 9-��0�/� Date ��1 Florida Department of x,��, s�otr Environmental Protection Go��ernor �, Southwest District Office � 13051 North Telecom Parkway Jennifer ('arroll � Temple Terrace, Florida 33637-0926 Lt Go��ernor January 27, 2011 Herschel T �'myard. Jr Secretarv William Todd Fabbri Executive Vice President Fort King Colony, Ltd. 580 Village Boulevard, Suite 360 West Palm Beach, FL 33409 fabbr�t(a richmancaprtal.com Re: Final Clearance Project: Fort King Colony Apartments - Phase 1 FDEP Permit No.: Originally Permitted Under 0082640-114-DSGP/02 and Modified Under 0082640-116-DS/TO PWS ID No.: 651-2020 County: Pasco Dear Mr. Fabbri: The Department has received your Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation [FDEP Form 62-555.900(9)] and supporting documents for the above-referenced project. This project was approved for construction under the FDEP permit number identified above and completed without substantial deviations, as noted in FDEP Form 62- 555.900(9). The submitted documents indicate compliance with the clearance procedures identified in Rule 62- 555.345, Florida Administrative Code (F.A.C.). Therefore, the Department is issuing this letter of release to place the above-referenced water distribution system into service. Please note that public water supply systems must comply with any changes and/or revisions to applicable laws and regulations, which affect operating procedures and/or quality standards. If you have any questions or comments, please contact me at (813) 632-7600, extension 333, or via email at rafah.alkhatib(a�dep.state.fl.us Sincerely, Ra ah Alkhatib Engineering Specialist II Water Facilities cc: David E. Henderson, Director of Utilities, City of Zephyrhills, dhenderson(c�ci.zephyrhills.fl.us Carlos A. Vasquez, P.E., Sprinkle Consulting, Inc., cvasquez(n�spnnkleconsultin .com i� irii cic�� sta�e JI us U N IVE RSAL ENGINEERING SCIENCES, INC. Consuitants in: Geotechnical Engineering • Environmental Sciencea Construction Materials Testing • Threshold Inspection • Private Provider Inspection 9802 Palm River Road • Tampa, F� 33619 • Ph (8131740-8506 • Fax (8131740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Materiaf Conformance Letter Fort King Colony — Clubhouse 6900 Aqua Vista Drive Permit #: 11218 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subjec# site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL ENGIN�ERING SCIENCES, INC. Certificate of Authorizatiort No. 549/GB33 r� ��z�/��C��f . Hardy, P. r. Tampa Branch Manager Professional �ngineer I�o. 57233 CITY OF ZEPHYRHILLS ' S335 - 8TH STREET ' , �sis��so-oo20 11204 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11204 Issued: 12/07/2010 Address: 6915 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 17,280.00 Total Fees: 276.88 Subdivision: FORT KING COLONY Amount Paid: 276.88 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: r`rKEn C� t,r� Addr: 1533 SUNSET DR STE 150 Address: Sf�� V: ��a � B�J s 3�c MIAMI FL 33143 �{g��o�� '�'�LAA ��-�l Phone: (305)665-1146 Lic: Phone: (561)242-4814 F` �� Work Desc: CONSTRUCT NEW TRASH COMPACTOR 467 SQ FT FIRE PLAN REVIEW FEES 54 48 i �n �� x �' ` v � ; , -� � -- [ f � �� `� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will wmply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections calied d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney re recordin your notice of commencement." T S SIGNATURE PERMIT OFFI RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �' � / e ��,.,,,� � � City of Zephyrhills: �� Building Department Phone: (813)-780-0020 �� Fax: (813)-780-0021 ------- � -------------------------------------------------------- � TO: Pro ess Electric Fax results FROM: Jackie � � � � FAX: 1-866-550-9755 FAX #: � DATE: 6/��11 # OF PAGES: 1 of 1 � � r/n , � Received b ` `�-� `-�hc� � Lc> ^ ' � Y� � _�.� ime: �� ' ��,�� ' �� ' �E'�C.vC� � � MESSAGE: Hello my name is Jackie and I have trash compactor and garage that need to be � � � � released for permanent power. Could I please receive confirtnation by your signature and time � � � � signed above this will go in the file showing that this was called into your office for release. � � � , � , � � ; The address is: � � i ; compactor 6915 Vista Lago Lp; Permit #11204. - , ; Garage is 6909 Vista Lago Lp ; Permit # 11203. ' � � � � � � � ; Thank you � � � ' Jackie � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � , � � � � , � � � � � � � � � � I � I I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ , - _ �..,�.�.�=� - City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �i�� 7`�Y�� Date Received: � �' l � Site: `.�e-�Fe�" �-EL�� Permit Type: �/c�S� LA'r1�QC�� Approved w/no comments: ❑ Approved w/the below comments: (� Denied w/the below comments: ❑ S F'� y�� / I L'Ptl r F'(,J This comment sheet shall be kept with the pernut and/or plans. % 7 C��[Jt/H � , . C�� j?1 _ � _�� Kalvin Switzer — Plans Examiner Date ` o ct�r and/or Homeowner C equired when comments are present) - Submit by Email Print Farm 813.780-0020 City of Zephyrhills Permit Application /� --� , Bwlding Department � �i� 1� / � � /L,� � � � .c�'� C..� fC< , � � I Date Received — � Phone Contact for PermiKin Owner•s Name Fort King COIOny, Ltd. Owner Phone Number 561-242-4814 Owner's Address S80 Villd e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number Fee Simple Titleholder Name KIf1 J IfIVEStf1l2f1t5 LLC Owner Phone Number �� Fee Simple Titlaholder Address 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 JOB ADDRESS 830 Jeter Lane Zephyrhills, FL 33541-2503 � LOT # SUBDIVISION 1 .. . � PARCELIDp 3-26-21-0010-0140o-0000 (OBTAINEU FROM VROPERTV TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT Q SIGN � MOVE � DEMOLISH INSTALL e REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OFCONSTRUCTION Q BLOCK � FRAME Q STEEL � OTHER DESCRIPTION OF WORK �� S� BUILDING SIZE Single story 1 SQ FOOTAGE 6 � HEIGHT 14'2" .Wrrr� O BUILDING $ �D� VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ % r AMP SERVICE � PROGRESS ENERGY Q W.R E C U Q PLUMBING $ Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS a 9 � FLOOD ZONE AREA �YES �NO BUILDER � COMPANY FIfSt FlOfldd LLC � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License# GC1508917 � � Adkins Electric, Inc. �� ELECTRICIAN � �/ COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y I N Address �icense # EC0000411 PlUM6ER • COMPANY ulf Coast Plumbing of Central Florida, Inc. �� SIGNATURE � REGISTERED �� Y/ N FEE CURRENT Y/ N Address F License # FCO24520 � MECHANICAL , � COMPANY ri-Tech Air Conditioning, InC. SIGNATURE REGISTERED Y/ N Fee euRReNr Y/ N Address AC1816078 w �� License # OTHER COMPANY ayne Automatic Fire Sprinklers, Inc. �� SIGNATURE REGISTERED Y/ N FEE CURRENT Y 1 N Address 3226 Cherry Palm Dr, Tam 619 License# 984660001200�....,� RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) workmg days after submittal date Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilihes & 1 dumpster, Site Work Permit for subdivisionsllarge pro�ects COMMERCIA� Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & t dumpster Site Work Permit for all new projects. All commeraal requuements mus[ meet rAmpliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY reqwred for all NEW cons[ruction. Directions: Fill out application completely Owner 8 Contractor sign back of applica[wn, notar¢ed If over 52500, a Notice of Commencement is required. (IUC upgrades over 55000) " Agent (for the contrector) or Power o1 Attorney (for the owner) would be someone wdh notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PlotlSurvey/Footage) Driveways-Not over Counter if on public roadways. needs ROW , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" • which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contraetor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis, Docks, Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to flll the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JUR,4T (F. 1 . OWNER OR AGENT CONTRACTOR Subscribed and swom ro( ffirmed) bg f�ore me this' (3�- bscribed and swo aff ed e � rr� is � �Y �� 1� \C(m `�C_�f'jC7Y\ by Who i are personally knn�n to me or haslhave produced Wh are known tn me or as/have produced as identification as identification. � � � r�� 7 Notary Public Notary Public Commission No. Com ssion No. , ' Name of Notary rype�d��i��ed or stamped ,�p`� Ndtary Public State of Florida �� FABIANA R. CABEZA . Stavrou►a Ke�es�dYs *� �* MY COMMIS510N # DD 632001 Q My Commission DD8417gy EXPIRES: April 29, 2011 �of Rd� Expires 01�� g�2014 NT°r FOF FG�e>° Bonded Thru Budget Notary Services Zephyrhills Fire Rescue G90� D�iiry Road, /_,e�h��rhilis. I L. �3�i42 I irc h1arshal I�i.iti (K13) 7f�0-U()41 Kerr�� I��ri�ctt }�a� (813) 780-OU�I� L-m�iil, kbarnctt�crtire.ierhyrhill�.tl.us Plan Review #: 10-102 Project: New Construction Number of Pages: 5 September 15, 2010 1 have received and reviewed the revised plans for the construction of the trash compactor with enclosure located at 6830 Jeter Lane and will ailow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. L Gates shall be non combustible such as metal, iron, etc. .(non-combustible) 2. Install a certified fire extinguisher in a cabinet next to the door on the side of the compactor. Inspection Required: 1. Final KERR BAR ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances In the event that further examination or site inspection reveals areas of non-compliance, �t shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance The Crty assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. . Z�:�°ri�(RFIILLS FIRE �EF'ARTME9VT 6907 Dairy Road, Zephyrhills, FL 33542 F�re Chief Keith Williams Bus (813)780-0041 Fax (�13)780-OQ44 FIRE SERVICE USER FEES Occupancy No.: Plan No.: Contractor ��/ �`� y � Business Name: a°' /- Billing Address: �-� �S �% Business Address � -' frv�'e� ; � - , � Business Phone No : Billing Phone No.: Business Fax No : Billing Fax No.: Contact Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N!C Multi .06 Sf t st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Mirnmum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 Sth Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� ca�k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $5p Annual 26 plus Dev�ces $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Ftammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 A�nual Dry $50 Fire Walllsmoke Wall $15 per wall Generator < KW $100 CO2 $50 LP Gas $25 per tank Generator >30 KV1I 150 Other $50 Natural Gas $25 per system Bio Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 per tent Torch PoUApplied $50 OtHER Fire Pump $45 Haz. Materials $100 Annual LP tnstallation per tank $50 FifB SUppfeSSiOn $30 Fuel Tank Installation $50 System Acceptance � (Per Tank) $50 8 E�chaust Hood/Duct $30 Natural Gas Installation $50 Re-inspection DBL (Per System} (other than annual) � Spray Booth $50 � Inspection scheduled DBL e and cancelled less than 24 hours Construction Insp N!C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL �� p INSPECTION TOTAL � PERMIT TOTAL �� TOTAL I_ I 0 GRAND TOTAL Comments Date � / � _ i Ins��ctor� ��/ ��/1 � 6915 Vista Lago Lp- Trash Compactor - 467 sq ft SQ. FEET PRICE MAIN OR LIVING: 467 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 17,280.00 FEE SHEET $ 120.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 152.40 ELECTRICAL: $ 35.00 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 222.40 buildin surchar e $ - TOTAL 5 222.40 SEW ER: n/a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 54 48 INSPECTION TOTAL: PERMIT TOTAL TOTAL: S 54.48 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - SUB-TOTAL $ 276.88 PARK IMPACT FEES S - NfA SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: S - N/A TIF'S: n/a 99% $ - 1% $ - TOTAL: $ 276.88 � 6915 Vista Lago Lp- Trash Compactor - 467 sq ft SQ. FEET PRICE MAIN OR LIVING: 467 OTHER AREA UNDER ROOF: -$ 91 00 OTHER: - $ - VALUATION $ 17,280.00 FEE SHEET $ 120 00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 152.40 ELECTRICAL: $ 35.00 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 222.40 buildin surchar e $ - TOTAL E 222.40 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 54.48 INSPECTION TOTAL: PERMIT TOTAL TOTAL: E 54.48 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - SUB-TOTAL $ 276.88 PARK IMPACT FEES S - N!A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: a - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 276.88 • 6915 Vista Lago Lp- Trash Compactor - 467 sq ft SQ. FEET PRICE MAIN OR LIVING: 467 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 17,280.00 FEE SHEET $ 120.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 152.40 ELECTRICAL: $ 35.00 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 222.40 buildin surchar e $ 7.01 TOTAL $ 229.41 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: a - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 54.48 INSPECTION TOTAL: PERMIT TOTAL TOTAL: a 54.48 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - SUB-TOTAL $ 283.89 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: S - N/A T I F 'S : n/a 99% $ - , % $ - �'� TOTAL: $ 283.89 �� U N IVE RSAL ENGINEERING SCtENCES, INC. Consultants in: Geotechnical Engineering • Etrvironmer�tal Sciences Construct�on Materials Testing • Threshold Inspection • Private Provider Inspection 9802 Palm River Road • Tampa, F� 33619 • Ph (8131740-8506 • Fax (813) 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Trash Compactor 6915 Vista Lago Loop Permit #: 11204 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This wiil verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance Respectfuliy subrnitted, UNIVERSAL �NGIN�E�tING SCIENCES, INC. Certifcate of Atathorizat�on No. 549/G633 ,'''�r� l ;�� rk ;E. Hardy, P.E. Tamp� Branch Manager Professional Engineer No. 57233 y NEW CONS�'RUCTION - SOIL TREATMENT CERTIFICATE �or the Prevention of Subterranean Termites (As required by Florida Building Code (FBC)104.2.6) Chemical and Concentrntion �"...� S t �' � .S'�t Product: °PrenHSe•.OS% (imidacloprid)'-=`� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Chen�icals: ) �-, Builder Name: " �:�*� ;�'� �" ;e'�ck Permit #: `, � :�;; A+�T Customer #: . Address: �,°°;`` " F_ F ° � ""` "°�� °: �{�'� � �� Lot � Block �..t Date �nre Sq. Feet Linear Fr. Gallons Soi! Treatments � 9'�-� `` t�� f F` �� ` "`� Foundation Re-Treatmmt Driveway, Pads & Patios Pool Deck • Final Perimeter r Applicator: � ` °�i ^.a " t�, ��.f b � Tri-S Pest Contro! Service State License #: 2008 802 {f! IVaters Avenue Tanipa, Florida 33604 P/rone: (813) 936-5850 _ As per 104.2.G - If soil chemical barricr method for trertmrnt pnvention is used, final exterior treatment shall be completed prior to final building approval. * If this notice is for the final exterior treatment, initial �tnd date t�his lirre � �'��' `;,�" 3 � ' Initia! Date Tri-S Pest Control Serv�ce 802 W. Waters Avenue < Tampa, Florida 33604-2946 (813) 936-5850 ! Address inspected or Tratod: �n ��.� y 1 StC�,�J �.�oa inspected on for Wood Deshoying Or�anisms l�te Treatod on �� S/ I I for: ((.i�ecAr a/! qpp�vriate tr+oa�eMs) � / Date ' �! Sulrtetracean Tcrmites _ Drywood Termites -_ _ Wood Bores ._ Moist�re Cantrol _ Powder Post Beetie _ Other [nspectors Name: �5'�.a1C'.f� - � - � NEW COI�STRUCTION- SOIL TREATMENT CERTIFICATE Far the PrevenHon ojSubterranean Tern�ites (As required by Florida Buildiitg Code (FBG7104.2.C►} C'hemical a►td Concentration � Product: Pr�C'mise .05% (Imidacloprid) ti,,.�.`'"�`� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Cheniicals• ) Builder Name: � ; �.`« � ' ��:� � � w,�''� Permit #: : ' � � � Cuswmer #: a Address: 2��,�� '"` ':,��`,`,,� i'. �_:�c": -�::�v� �` �? �, �� f,.: `'�r...:. a Lot Block ..,� r Dett Tl�e Sq. Fea Lixear Ft Gallonr Sof[ ?resuxenls Foundation Itc-Trcatmettt Driveway, Pads & Patios Pooi Deck _ �±� � � � �`'� �� " Final Perimeter Applicator: '�� `�� ".f Tr�,S Pest Control Sewlce State Licerrse #: 2008 8Q2 W. fifrttersAt�enrre Tompay Florida 33604 Phoxe: (813) 936-585� As per 104.2.6 - lf soil chemical barria methal Cor tmatment prevcnGon is used, final cxtcrior treatment shall bc complctcd prior to final building approval. * If this notice is for the flnal caterior treaiment, ii:itial and date t/i�s l�ne a,�"�,� �� r+; L�itial Date Tri� Pest Control Service � 802 W. Waters Avenue I1f�PORTAIVT _ Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 �70 NOT ItEMOVE Ferm��ent Notice of Termite Protection (a� required by Florida Building Code (FBC) 104.2.7) Address o eatm or Lot /Block $/� j �� This structurc has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of thc aimual tecmite protection eontract is necessary for continued protection. Call the phone numbet above for inspection and contract renewal. CITY OF ZEPHYRHILLS ° 5335 - 8TH STREET � (sis)�so-oo20 11203 , � . - BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11203 Issued: 12/07/2010 Address: 6909 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 30,300.00 Total Fees: 354.49 Subdivision: FORT KING COLONY Amount Paid: 354.49 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: �-t�C� L q Addr: 1533 SUNSET DR STE 150 Address: &�U� lla� ��sr� a MIAMI FL 33143 ; ��n�.� �� ,; ;,:,^" �i�„TT �,IesT Pal, , Phone: (305)665-1146 Lic: Phone: (561)242-4814 F`33�v� Work Desc: CONSTRUCT NEW GARAGE SQ FT 204 . 4. . FIRE PLAN REVIEW FEES 59.16 � . ��( ( � ,� �� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) wndemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney bef re rdin your notice of commencement." C ORS SIGNATU PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �� . �..�:.. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: `1'/ r � � � l �`� � �C Date Received: q � � �� Site: ��1�-�+� �l.�n� Permit Type: C?�'t �� Approved w/no comments: ❑ Approved w/the below comments: � Denied w/the below comments: ❑ �t� �Trr I�� v �Q �� This comment sheet shall be pt with the 't and/or plans. , � �-�� K Switzer — lans Ex Date t or Homeowner (Keq ' d when comments aze present) !�' 5ubmtt by Ema11 Print �orm 813-780-0020 City of Zephyrhilis Permit Application --� - " Building Departmen[ �� • ' � Date Received Phone Contact for Permiltin -- � Owner's Name Fort King Colony, ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number Fee Simple Titleholder Name King InveStments, LLC Owner Phone Number Fee Simple Titlel�older Address 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 JOB ADDRESS ephyrhills, FL 33541-2503 � LOT # SUBDIVISION 1 ARCEL ID# 3-26-27-0010-01400-0000 (OB7AINED FROM PROPERTV TA% NO710E) WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN Q MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FR.4ME O STEEL � OTHER DESCRIPTION OF WORK P � r BUILDING SIZE Single story SQ FOOTAGE � HEIGHT 12'11" O BUILDING $ VALUATION OF TOTAL CONSTRUCTION � 0 ELECTRICAL $ �, AMP SERVICE Q PROGRESS ENERGY � W.R.E.0 � PLUMBING � � � MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING � SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS 9 5 FLOOD ZONE AREA �YES �NO BUILDER � COMPANY First FlOrida, LLC �� SIGNATURE 0 � REGISTERED Y/ N FEE CURRENT Y/ N Address �icense# GC7508917 ��/// � � ELECTRICIAN � � COMPANY Adkins Electric I�C. SIGNATURE REGISTERED V I N FEE CURRENT Y/ N Address License # EC0000411 � �� PLUMBER COMPaNY ulf Coast Plumbing of Central Florida, Inc. SIGNATURE ' REGISTERED � Y/ N FEE CURRENT Y/ N Address License # FCO24520 �� MECHANICAL � COMPANY ri Air Conditioning InC. � SIGNATURE -L� REGISTERED � Y/ N FEE CURRENT V! N Address License# AC1816078 �� OTHER — COMPANY ayne Automatic Fire Sprinklers, Inc. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Tampa, FL �619 License# 9846600012008 � RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Mimmum [en (10) workmg days after submittal date. Required onsde, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sanitary Facilities 8 1 dumpster; Site Work Permit for subdivisions/large pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms R-O-W Permit for new construction Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w! Silt Fence installed. Sanitary Facilihes 8 � dumpster Srte Work Permd for all new projects. All commeraal reqwrements must meet comphance SIGN PERMIT Attach (2) sets of Engineered Plans ""PROPERTV SURVEY required for all NEW construction. Oirections: Fill out application completely Owner & Contrac[or sign back of applicahon, notanzed If over 52500, a Notice of Commencement is required. (A!C upgrades over 55000) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized lerier from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/FOOtage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" . , whi�h may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. IiNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended)� If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis, Docks, Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE F PROVfMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L ND N TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F. . � ie OWNER OR AGENT CONTRACTOR ubscribed and swom to �or affirmed before me this � bscri ed and swor ( rm d bef re e this by V�� 1\�� 1C'� �('(��O}"�.7✓� ��by Who /are per nasp I yT known to me or has/have produced Who ara��«��a�� i� ��_,,;�o me or hasfiave produced a�sidentification. as identification. V Notary Public � Notary Public Commission No. Com ssion No. 'VV' � d � Narrli�p$ otary�Aed� p,q UD11C �BtB FIO�ide Name of Notary ryped, printed or stamped �v"'� OLH�y r , StavroWa KelesiWs �` � P "B' FABIANA R. CABEZA Q My Commission D09477�5 *� ' '�* MY COMMISSION � DD 632001 �� n d� Ekpires Ctl16/2014 EXPIRES: April 29, 2011 s o �" F �, c a" Bondec 1?�ru Budge! Notary Services 6909 Vista Lago Lp. - 204 sq ft- Garage SQ. FEET PRICE MAIN OR LIVING: 204 OTHER AREA UNDER ROOF -$ 91.00 OTHER: - $ - VALUATION $ 30,300.00 FEE SHEET $ 185.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 218.70 ELECTRICAL: $ 4163 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 295.33 buildin surchar e $ - TOTAL S 295.33 SEW ER: n/a WATER: n/a IRRIGATION: $ - ToTa�.: s - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 59.16 INSPECTION TOTAL: PERMIT TOTAL TOTAL: S 59.16 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: a - n/a SUB-TOTAL $ 354.49 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 10% $ - TOTAL: a - N/A T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 354.49 6909 Vista Lago Lp. - 204 sq ft- Garage SQ. FEET PRICE MAIN OR LIVING: 204 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 30,300.00 FEE SHEET $ 185.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 218.70 ELECTRICAL: $ 41.63 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 295.33 buildin surchar e $ - TOTAL S 295.33 SEW ER: n!a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 59.16 INSPECTION TOTAL: PERMIT TOTAL TOTAL: S 59.16 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: s - n/a SUB-TOTAL $ 354.49 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: E - N/A T I F 'S : n/a 99°/a $ - 1% $ - TOTAL: $ 354.49 6909 Vista Lago Lp. - 204 sq ft- Garage SQ. FEET PRICE MAIN OR LIVING: 204 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 30,300.00 FEE SHEET $ 185.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 218.70 ELECTRICAL: $ 41.63 PLUMBING: $ 35.00 MECHANICAL: SUB-TOTAL $ 295.33 buildin surchar e $ 3.06 TOTAL 5 298.39 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: S - WATER METER: n/a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 59.16 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 59.16 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: a - n/a SUB-TOTAL $ 357.55 PARK IMPACT FEES a - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: a - N/A T I F 'S : n/a 99% $ - , ��o $ - �� TOTAL: $ 357.55 �j�'� � Zephyrhilts Fire FZescue 69O7 Oair)- Road, /_eph��rhills. I�L_ 3;5�? I irc Mar�hal 13t.i� ($I �) 7�;()-()041 Kerry liarnct� Fa� (813) 780-UU��1 L-mail: kbai lLi.�s Plan Review #: 10-103 �� ~T-TJv Project: New Construction Number of Pages: 9 September 15, 2010 I have received and reviewed the revised plans for the construction of the garage located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. lnstall a Knox Box at the main door at a height of 6 feet, an application has been supplied. 2. No storage is allowed in the attic. 3. Label doors indicating equipment room (rear door) and "Fire Extinguisher Inside" (main door). 4. Install lightweight truss sign at main door in accordance to 69A-60.008. Inspection Required: l. Final KER A NETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submrtted plans. it �s the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. , . ZE:��I�CRFIILLS FIRE 6�EPi4FtTMEI�T' � . 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Wiiliams Bus (813)780-0041 �ax {813)780-0044 FIRE SERVICE USER FEES Occupancy No.: � Pian No.: Contractor: �/ � ,!� Business Name: --� Billing Address: v , ��J � Business Address� 1 � - 4 Business Phone No.. Billing Phone No.: Business Fax No : Billing Fax No.: Contact Contact: � PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan N/C Annual N/C Sprinkler $SO 1 st Alarm N/C Muiti-Famiryicommerciai 06 sf 1 st Re-inspection N/C Standpipes $SO 2nd Alarm N/C (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $2pp 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� caok $5p STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 Pe, 5y5cem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $5p 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable application $50 qnnual Wet $50 OTHER Waste Tire Storage $SO Annual Dry $50 Fire WalUSmoke Wa11 $15 pe�wan Generator < KW $100 CO2 $50 LP Gas $25 Pe� ��k Generator >30 KW 15p Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 per cent Torch PoVApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual 8 LP Installation per tank $50 Fire Suppression $30 Fuel 7ank Installation $50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Instaltation $50 Re-inspection DBL (Per System) {otherthan annual) � Spray Booth $50 � Inspection scheduled DBL B and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOT —�) �% ,-�r INSPECTION TOTAL � PERMIT TOTAL �� TOTAL I -- I / ` GRAND TOTAL C' Comments Date �� /� Insg��ctor � � / � � City of Zephyrhills: � Building Deparhnent ,,� Phone: (S 13)-780-0020 � Fax: (813)-780-0021 �------ � ---------------------------------------`----------------- ; � TO: Pro ess Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � � � � � DATE: 6/7E/11 # OF PAGES: 1 of 1 � Received by: (�`E-�t[,r+he S u� � _�i ime: Y f.'�� ,� �+ , � � y� , � �� , � MESSAGE: Hello my name is Jackie and I have trash compactor and garage that need to be � � released for permanent power. Could I please receive confirmation by your signature and time � � signed above this will go in the file showing that this was called into your office for release. � � � , � , � , ; The address is: ; � , ; compactor 6915 Vista Lago Lp; Permit #11204. - ; ; Garage is 6909 Vista Lago Lp ; Permit # 11203. ; � � , � , � , ; Thank you ' � ' ' Jackie � � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � � ' � ---------- ---------------------------------------------------------- 7X Result Report P i 06/23/2011 08:25 • Serldl N0. AOmW11001438 '1�: 29405 Addressee Start Time Time Prints Result Note 918665509755 06-23 08:24 00:00:39 001/001 01( W�te MIX� RCle M�X BUL: B�� : Ub e-S i D i g I-FAX: I�1 �ernet Fax Result OK: Co�MUnication OK, S-OK: Stop Con■unication, Pw-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busv: Busv, M-Fu11:Memorv Full, LOUR�Recei�ins len9th Ouer, POVR:Receiuir�9 pa9e Ouer, FIL�File Error, DC:Decode Error, MDN:M�V Response Error, DSN:DSN Response Error. ��r no C �a8q,i, '£OZ T I# 3?�*�d `• d'I o �?A 6069 �? o$g��J ; "bOZI T# i;��d `-d'2 o$g'2 8 3s�A Si69 -=�a�gdinoo : si ssaippe aq,I, -osaoio.z so3 �r�o mo.f �ui paTTso senn e�� ;s� Suu�oqs air3 ocp uc o8 Tjinn s� o.�oqs poc�is � au.i?3 Pus asnls�ts sno.0 .fq uoqscuT�aioo aniwooi osBOTd I Pino� •.r�nnod suo�msod so3 poseotaa � a4 oi PO�II ig*� o8sss8 p� =o�sdsuo� qsasi ang*i I P� a�osr si au:s�x .ira oTi�H =3f7�dSSeiL�i ; :oa=i,i, :ifq ponia�� j T d� i=S3f�dd 30 # T I�/9 =3.L`dQ � 1 =# Xb'e3 SSL6 =Xd3 � ' ��[�r =v�io�I3 BaI�03 xsa �w�[a S��a �0.1. ; � ---------------- ------------------------------------------------ iZ00 =�3 OZOO i 8� =�u��d ;va�doQ 8a?pt?ng � '3ji_TCj'I1�i;CjaZ �� i.7 S G M 935 Lake Baidwin Lane Oriando, FL 32814 (407) 767-5188 E N G I N E E R I N G (407) 767 -5��2 fax MEP CONSULTING ENGINEERS www.sgmengineerfng.com . 1 �� 3 , � � zo� (,`�,/� 1 r T �� j Z l �� L � � � February 17, 2011 BUILDING AND PLAN REVIEW OF CITY OF ZEPHYRHILLS, FLORIDA ATTN: ELECTRICAL REVIEWER RE: Fort King Colony Apartments Electrical Feeders Changes S.G.M. #2010-090 This letter is issued to certify that the installation of the tenant feeders using 1/0 SER AL service cabie is acceptable per NEC-2008 code for 120/240-Volt,125 Amps, 1 phase services and feeders as shown on tabie 310.15{B)(6). Pleas yqWr ice with any further questions or concerns. �� i ��5 �`� � MA/ZT� ��i,� � �� J(,......� �/ �i . �� .•` � � .�+. �"� � : � ' PJ �1,, : � _. :_ :� *� ��_ = * esro�Ma�+��'.�� — �• w� , c �, � . � �;�I�.� �'.� �� • .,��n g� � � ��` �'�.,SS/ONA � ``;`��`�� NEW CUNSTR UCTION - SOIL TREA TMENT CERTIFICA TE For the Prevextion ojSubte�roxean Termites (As required by Florida Building Code (FBC) 104.2.6) Cheinical and Concentration �, Product: Premise .OS°/a (Imidacloprid) '�� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Chen�icals: ) Builder Name: e �"�: '�;^.�'ti��; � Peimit #: � a�' S.:'..� Customer #: Address• �°a'D� � � t��'�� [ �ec�"° ° ,~a�� Lot ,'�,'a<.��=°=r�� Block Date �me Sq. Feet Linear Ft Gallons Soi! TnaMeents � �'�'z :' ,�'� � �S � � w 6� �, Foundation Re-Treatment Drive�vay, Pads & Patios Pool Deck ' Final Perimcter �' a t , .; �_ ��. App �cator: �r -� . , Tri-S Pest Contro/ Servlce State License #: 2008 802 Tf! f�'aters Avenue �� Tampa, Flnrida 33604 Plione: (813) 936-5850 � As per I04.2.6 - If soil chemical barricr method for trra[ment prcvention is used, final exterior treatment shali be completed prior to final building approval. * If this noticc is for the final ezterior treatment, initial and date this li�re ;--.� ,� °'� ':,, �' � . - . � Iaitial Date �'ri-S Pest Control Servire 802 W. Waters Avenue Tampa, Florida 33604-2946 _ (813) 936-5850 , . Address Inspected or Treatod:��5 �n LAeo V Inspected on for Wood p�ng O�an�sm� tir�e T�� I/d6/11 f�: ��:��,n,p,;�e �,��, laate .�Su�t�anean Termites _ Drywood Termites — WOOd �s _ Moisdme Control _ _ Powder Post Beetle _ p�� Inspectors Tdame:��1p n -- � � NEW CONSTRUCTION- SOIL TREATMENT CERTIFICATE . For the Preventlon ojSubterranean Termites (As required by Florida Building Code (FBC)104.2.6) Chemical and Concentration '�"" . ` ; q �' Product: �se .OS% (Imidacloprid) =.� �'� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Cheniicalr 1 F" Builder Name: � � ` ; . � "� �� Parmit #: { ��e��3 Customer #: Address: `�" � ` . : `t ` , �. �<,'�# �;��s' Lot Block - Ihte Tiwe Sq. F� Ll�ear F� GoUons Soil Tre�bnar[s Foundation � Re-Trestmau Driveway, Pads & Patios Pool Deck _ ��f " �� •�{�, .'t,. �� "�a"'> •FinalPerimeta Applicator ' ` Td-S Pest Control Servlce State Licerrse #: 2008 802 W. iYafers Ai�enue . Tampv, Flor}da 33604 Pl�one: (813) 936-5830 As per I04.2.6 - If soil chemical barrier methocl for trrrtment }mvention is used, final exterior treatment shall bc complctcd prior to f nal building approval. ` * If this notice is for the tinal erterior treatmeat, initial and date tlits l�►ie sf��5�_ ° ��af +`�, Lrilial Date Tri S Pest Control Service 802 W. Waters Avenue I11�FORTANT - Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DO NOT REMOVE � Fermxaent Nottce of Termite Protcction (ag-required by Florida Building Code (FBC) 104.2.'n �qS�Y.i.s�z� l.+cti C� _ Address �ea or Lor ��oc1c 8/IOl�t _ This structin�c has been treated for the prevention of subterraaean termites by tbe above named company. An affival inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number - above for inspection and contract renewal. U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • EnvironmeMai Sciences Construction Materials Testing • Threshold Inspection • Private Provider inspection 9802 Palm River Road • Tampa. FL 33619 • Ph (813) 740-8506 . Fax (813) 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Garage 6909 Vista Lago Loop Permit #: 11203 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verifica#ion at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificat� of Authqrizatir�n No. 549/G633 ,.__ ,.�-__ � ��,��..��;/� ,; , .��r ark K. Hardy, P.E. Tampa Bran�h �anager Prcfessional �ng�neer N�. 57233 CITY OF ZEPHYRHILLS • 5335 - 8TH STREET . '. (ss3)�so-oo20 11202 ' BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11202 Issued: 12/07/2010 Address: 6906 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 27,050.00 Total Fees: 263.40 Subdivision: FORT KING COLONY Amount Paid: 263.40 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: K Addr: 1533 SUNSET DR STE 150 Address: S��a�1� � MIAMI FL 33143 � �� Phone: (305)665-1146 Lic: Phone: (561)242-4814 3 � �o Work Desc: NEW CONSTRUCT MAIL KIOSK 335 SQ FT . 5. 5. �.-, _�:�-_-� � � ��► � � �� . �� U-l� �=� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney ore rding your notice of commencement." T TO S SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Scfenees Construction Materials Testing • Threahold Inspection • Private Provider Inspectlon 9802 Palm River Road • Tampa, FL 33619 • Ph (813) 740-8506 • Fax (813) 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Flonda 33143 Attention� Mr. Dana Teeter Reference: Material Conformance �etter Fort King Colony — Mail Kiosk 6906 Vista Lago Loop Permit #: 11202 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to pravide inspection and testing services during the canstruction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and mate�ials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings alo�g with the cast-in-place concrete were constructed in general confvrmance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibili#y to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNlWEI�SA4 E3V�GIN�EaING SCIENCES, INC. Cer.ificate c�f Authorization No. 549/GB33 -. � f /c � '�/��'��/. Hardy, P. ��,� Tampa Branch Manager Professional Engineer No. 57233 , . NEW CONSTRi�CTlON- SOIL TREATMENT CERTIFICATE � For the Prcvention of Subterranean Ternrites (As required by Florida Building Code (FBC) 104.2.6) , Chemical and Concentration , ,'��;es,a�'.;'�, Product: -P�e .OS% (Imidacloprid) ,'°� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Chemicals: ) Builder Name: ��` ,�, ��°�� A' �z;, Permit #: � C-�� Customer #: Address: ��' ` �. .' ��-- �i �' : �s � �.- c,i �. Ca a Lot '��. Block �.+ ' Dete Time Sq. Feef Liwear F� Callons Soi! Treatmenls a �� tf,� �'�'��"S "� 1 "" ,- �f � ; �; Foundation Re-Treatment Driveway, Pads & Patios Pool Deck ' Final Perimeter Applicator_,�''.��_ � r:, •� �. a ; �; ��,� ., • Tri-S Pest Control Service Slate Licerrse #: 2008 802 Ti'. Ti'aters Avenue ' Tainpa, Florida 33604 Pfrone: (813) 936-5850 As per 109.2.6 - IFsoil chemical barrier method for treatmrnt pre�•rntion is used, final exterior treatment shall be completed prior to final building approval. * If this notice is for the final ezter�or treatment, initial and date this line <;�� ,� �:� ��'� i' ° ' � Initfa! Date Tri,S Pest Control Service 802 W. Waters Avenue Tampa, Florida 33604-2946 (813) 936-5850 � Address Inspected or Treated:_ �� Z,fiSE i�t�, / Inspected on for Wood Destroying Organisms Dlste Trested on �� for. (Cfieck a/! c�pro�ria�e neatmenl.r) / I�e �/ Subbaranean T�rmites _ Drywood Termites - ` Wood Bores _ Moismre Controt •, _ Powdtr Post Beetle � _ O� Inspectors Name: � l�l �l(' (, NEW CONSTRUCTION - SOIL TREATMENT C�RTIFICATE ' � For the Prevextlon of Subterranean Termites (As required by Florida Building Code (FBC� 104.2.6) Chernical and Concentration Product: 6* �remise .05% (Imidacloprid) � Bora Care 23% (Disodium Octaborate Tetrahydrate) (Ot/ier Chemicals: ) � Builder Name• ° ` ° � �._. . �� '� .> Permit #• + 1 ��Q �, Customer #: Address: � :� : .� r � < �l, , ''� -� � Lot Block Datt Tiwne Sq. Feet Lieeer Ft Gollars Soi! Treatixents Foundation Re-Trestment Driveway, Pads & Pati� Pool Deck .' i �. "'`: , - * Final Perimeter � Applicator: ' , Tri S Pest Control Servicc State L�celrse #: 2008 802 W. Naters A��enree Ta�npa, Florida 33604 Pl�o�rc: (813) 936-5850 � As per 104.2.6 - If soil chemical barrier methocl for treatment prevcntion is used, final exterior trealment shall bc completcd prior to final building approval. * If this notice is for the t3hsel eaterior treatment, initial and date tleis li��e ��;: ' Ixitial Date Tri,S' Pest Control Service 802 W. Waters Avenue IMPURTANT Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DO NOT REMOVE - PermAnent Notice of Termite Protectlon (as� required by Florida Building Code (FBC) 104.2.7) - �..q�+��i,5�s�►_'Is�o� c� 1►1a; � Address tment or Lot /Block $�b�� This structure has been treated for the prevention of subtemanean termites by the above named company. An annual inspection and a rcnewa] of the affival termite protection contract is necessaiy for continued protection. Call the phone number above for inspxtion and contract renewal. 5ubmit by Email �Print Form 813-780-0020 City of Zephyrhills Permit Application ,y% --� -�1'�"""""' Building Department /'� /(,`// . %� � �� - • Qate Received — 3""� Phone Contact for Permittin -- Owner's Name Fort King Colony LId. Owner Phone Number 561-242-4814 owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 owner Phone Number 11 Fee Simple Titleholder Name Kiflg Inve5tm2nt5, LLC Owner Phone Number Fee Simple Titleholder Address �409Tech Boulevard, Suite 1, Tampa, FL 33619 .loe ADDRESS $30 Jeter Lane Zephyrhills, FL 33541-2503 � LOT # SUBDIVISION �� pARCEL ID# 3 (OBTAINED FROM PROPERTV TAX NO710E) WORK PROPOSED � NEW CONSTR B ADDlALT � SIGN � MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � OTHER DESCRIPTION OF WORK Mail Kiosk BUILDING SIZE Single story *� SQ FOOTAGE 335 HEIGHT � z � Q BUILDING $ VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ Du AMP SERVICE Q PROGRESS ENERGY Q W R E C � PLUMBING �$ � � Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS $� � FLOOD ZONE AREA �YES QNO BUILDER `COMPANY FIfSt FlOfldd, LLC � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address � ' ' ' • License# GC1508917 ELECTRICIAN �/ / � COMPANY Adkins Electric If1C. �� SIGNATURE � !/ - REGISTERED �� Y/ N FEE CURRENT Y! N Address License # EC0000411 PLUMBER � COMPANY ulf Coast Plumbing of Central Florida, InC. � SIGNATURE REGISTERED Y! N FEE CURREN7 Y 1 N Address 1 F 1 License # FCO24520 � MECHANICAL / w, COMPANY ri-Tech Air Conditioning If1C. SIGNATURE � J/f�II.• REGISTERED Y/ N FEE CURREN7 Y/ N Address License# AC1816078 �� OTHER I� COMPANY ayne Automatic Fire Sprinklers, Inc. �� SIGNATURE b� REGISTERED Y/ N FEE CURRENT V/ N Address '3226 Cherry Palm Dr, Tampa 619 License# �46600 RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set oi Energy Forms; R-O-W Permit for new construction, Mmimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster; Site Work Permit for subdivisions/large pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms R-O-W Permit for new construction Mmimum ten (10) working days after submittal date. Required onsrte, Construchon Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Faalities 8 1 dumpster Site Work Permit for all new proJects. All commercial requirements must meet compliance SIGN PERMiT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely Owner & Contrector sign back of application, notar¢ed If over 52500, a Notice of Commencement is required. (A/C upgrades over 55000) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notanzed letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/FOOtage) Driveways-Not over Counter ii on public roadways..needs ROW • NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" ,'which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any • applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-&47- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTlUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 773, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide° prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER A ORNEY BEFORE RECORDING YOUR NOTICE F COMMENCEMENT. FLORIDAJURAT(F.S.11 0 � � OWNER OR AGENT CONTRACTOR ubscribed and swom to (or affirmed) bef re me this y pF ubscribed and swo n to r irme )�b�e this Q �. O10 by �6.1111iC'!m"'C(�C�l. FC�bbrl � fl) . n�Nl. Who s/are person__all= wn to me or has/have produced oA!/are oersnnallv nown to me or has/have produced as i�entification. V as identification. , � �` otary Public d— Notary Public Commission No. Com ssion No. amesf o e, y• Name of Notary typed, printed or stamped ,�,dv�� NotarY Public State M F'lorrda � ° ` PRV Pus, FABIANA R. CABEZA , Stavroula �(g��id� *' � n * MY COMMISSION # DD 632001 a �Y Comfiisaion Dpgqt795 FXPIRES. Aprii 29, 2011 ��sr�� EX pires0l/18J2d14 sq E F � ^ a� Ronded Thni Butlqe� Notary Services 6906 VISTA LAGO LP - MAIL KIOSK 335 SQ FT SQ. FEET PRICE MAIN OR LIVING: 335 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 27,050 00 FEE SHEET $ 170.00 ADDRESS $ 30.00 DRIVEWAY BUILDING: $ 203.40 ELECTRICAL: $ 35.00 PLUMBING: MECHANICAL: SUB-TOTAL $ 238.40 buildin surchar e $ - TOTAL E 238.40 SEW ER: N/A WATER: N/A IRRIGATION: $ - TOTAL: _ - WATER METER: N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 25.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: S 25.00 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: S - N/A SUB-TOTAL $ 263.40 PARK IMPACT FEES S - N/A SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: E - N/A TIF'S: N/A 99°/a $ - 1% $ - TOTAL: $ 263.40 . . Z��I�I�I�ILLS FIRE �EPARTI4AEIVT° . 6907 Dairy Road, Zephyrhiils, FL 33542 f=die Chi�;f Kei�h V1/illiams Bus ($13)78Q-0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: --� �. � Plan No.: � Contractor: y �/�� ✓ �� f� Business Name: � G� Billing Address: /' ��;?, S'u�'i� /Jft ��,S'(,� Business Address — �j� , �@�� Business Phone No . Billing Phone No.: � Business Fax No Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C merc�ai .O6 sf tst Re-i�spection N/C Standpipes $50 2nd Alarm N/C um Char e$25 —'' 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $S00 Fire Alarm $50 Sth Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tdnks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $4S persystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $SO Annual ��Y $50 Fire Wall/Smoke Wall $15 perwall Gene�ator < KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 A�nual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Te�t 10'x10' or greater $15 per tent Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $30 � Natural Gas Installation $50 Re DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hours Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL�� INSPECTION TOTAL � PERMIT TOTAL TOTALI � L----- I GRAND TOTAL + � r Comments Date. � /,� � /�� , �°'7 "" j �� Insq��ctor� Zephyrhills Fire Rescue 6907 Uairy Road, Gephyrhilis, I� L 335�42 I� ire Marshal [3us (8 l 3) 780-004 I Kerry 13arnett {�ax (gl �) 780-0044 E-mail: kbarnett(r;.tire.�ephyrhills.fl.us Plan Review #: 10-101 Project: New Construction Number of Pages: 4 September 15, 2010 I have received and reviewed the revised plans for the construction of the mail kiosk located at 6830 Jeter Lane and will allow the plans to move forward. There were no additional comments with regards to the construction of this building. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. Inspection Required: l. Construction Final �� KERRY B NETT. FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with appl�cable fire safety codes This review is not intended to be a final approval of the submitted plans. It �s the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordmances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bnng those areas in compliance The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances _' _ '4. � ��^'�% - .-,.,„a�.,,�..,+^,v'-.''` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �S % ��' �� Date Received: % � 3� �� Site: ,f �-- �'�'''` � Pemut Type: m�r � l� iD S l� Approved w/no comments: ❑ Approved w/the below comments: � Denied w/the below comments: ❑ � �� G�7 ST�l� �f ✓� t'w) � o� L mment sheet shall be kept with the pernut and/o lans. '�[JLY1 ' � "��' � /�' Kalvin Switzer — Plans Examiner Date ct and/or Homeowner (�Ze uired when comments aze present) CITY OF ZEPHYRHILLS � 53'� 5 - 8TH STREET (s�3)�so-oo20 11206 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11206 Issued: 12/07/2010 Address: 6870 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 1,303,062.00 Total Fees: 177,119.22 Subdivision: FORT KING COLONY Amount Paid: 177,119.22 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: k� �� CT�ACAITC I I r`�'� Addr: 1533 SUNSET DR STE 150 Address: S6'a ✓��i �� 3b� MIAMI FL 33143 V4�ESL�" �'""°�' �' "`"� p�� '�'�' �'� Phone: (305)665-1146 Lic: Phone: (561)242-4814 �- 33 4�`� Work Desc: CONSTRUCT NEW APT BUILDING TYPE III 24 UNIT 29,173 SQ FT . 7 .55 . MECHANICAL FEE 344 19 SEWER CONNECTION RESIDEN" 33,768.00 WATER CONNECTION RESIDENI 10,768.80 FIRE PLAN REVIEW FEES 1,750.38 FIRE INSPECTION FEES 720.00 POLICE IMPACT FEE 6,096.00 FIRE IMPACT FEE 6,552.00 PUBLIC SAFETY 5% 632.40 PARK FEES MULTI-FAMILY 15,913.44 SCHOOL IMPACT FEE/UNITS 44,515.55 SCHOOL IMPACT FEE-sfr/ 1% 449.65 TRAFFIC IMPACT FEE 99% 50,466.24 TRAFFIC IMPACT FEE 1% � + � •76 .�,x.� �,\ bC✓ �� / y�"�N ` �� yJ/ C '''� ��, �+ �� `� �� l � J�� _�-�o � r 22 I � �,?�, �. � /n.e- ✓ `�� i � (Y�G�S� � t�o� �� l( , I � � �- I , ,�� -r... � ; �,� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC MISC. REINSP�CTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty consbvction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnfcal Engineering • Envtrot�meMal3clences Construction Mate�ials Testing • Threshold Inspection • Private Provider Inspectlon 9802 Palm River Road • Tampa, FL 33619 • Ph (8131740-8506 + Fax (813) 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — ButEding Pad #2 68T0 Vista Lago Loop Permit #: 11206 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction vf the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSI'�L �NGINEERING SCIENCES, INC. Cer!ificate� of Au4horizatian No. 549/G633 ��'�i��'�� M rk K. �i'�rdy, f�.t. Tampa Br•anch Manager� Professional Engineer No. 57233 � NEW CONSTRUCTION- SOIL TREATMENT CERTIFICATE For the Prevention ojSubterranean Termites (As required by Florida Building Code (FBC) 104.2.6) ��: Che►nical and Co�cerrtration "i1�P_"� q - e Product: '�t5�'.OS% (Imidacloprid)t.�`� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Cheniicals: _ ) Builder Name: � a�`�� i��1�' ir�C� Permit #: � i ("�� Customer #• ,� , Address: %`i �; `•.'°" �� $ �j�ti 9 ��B CR� �,,,� Lot '` � � Block .... , ,, Date Tinre Sq. Feet Linear Ft. Gallons Soi! Tnalarents l'3 '�a� � �a"� �4" t � .;�,., � , � .--' = a i�fy 1=oundation Re-Treatment Driveway, Pads & Patios Pool Deck ' • Final Perimetcr � Applicator. �;, ::: t.��..;�� ' Tri-S Pest Control Service State License #: 2008 80Z !Y. 1Yaters Avenue `" Ta�npa, Florida 33604 Plrone: (813) 936-5850 As per 101.2.6 - If soil chemical barrier method for treatment prevention is uscd, final exterior treatment shali be completed prior to final building approval. r: � * If this notice is for the final exterior treatment, initial and date this !i»e �:?', E `,�'` f� Initia! Date Tri�-.S' Pest Control Service � 802 W. Waters Avenue Tampa, Florida 33604-2946 (813)936-5850 � Addr+ess in�cted or Treated: �Dg�O V� 5 Leoo Lec� �� °n for Wood Destroying Or�anisms : taate Ttested on !�G1�� i for: (Chrck at/ ap,proprfate �rea/�urnti) . . Date �Subtenanean Termites _ Drywood Termites -_ Wood Bores ` Moistwe Contro! � .._ Powder Post Beede ,_ pt}�� lnspedors Name:__ l�'h2.�le (� NEW CONSTRUCTION - SOIL TREATMENT CERTTFICATE For the PrevenNop ofSubterrarrean Termites (As required by Florida Bnilding Code (ggG� 104.2.� Chemical and Concentration ;��.�� "� �. •� Product: i�re�ee�.,pg% (�dacloprid) ,,�'' Bora Care 23% (Disodium Qetaborate Tetrxhydrate) (Other Chem3cals• � Builder Na�: � p 'a °� - ��,�' �- =* .« Pemut #: `1.? � Cl�stomer #: Address: �r �:��i'�'� �i t • �-'� x, �t�` , �� ' Lot Block Date Trsre Sq. Feet LLrear Ft GaUau Soil Tnutwne�ts Foundation Re-Treaqnc�t Drivewa�*, Pads �$ Pati� � F � Ponl Dcck . �� t�� t.�'e� �. � " � ��''a ` Final Peririteter .4�]IC8tOL: ti �'3�' y ^�, ^ - Tri-SPest Control Service State Lfcense #: 2008 802 W. �Yaters Aveaue Tampa, Florida 33604 Plroile: (813J 936-5850 As per ! 04.2.6 - If soil chemical barrier rtxehoc) for treatment prevention is used, tina] ex�erior treatment shall bc compkted prior to finai building approva). * If this notice is for the IInal exterior treatment, tnitial and date tl�3s lrfire ��+;� t � � e > , Lritfal Da�e Tri�S' Pest Control Service 802 W Waters Avenue IMPORTANT T�P� �orida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DO NnT 1��nvF 1''erm�ueat Notice of Termite protection . ��"re9u� by Florida Building Code (FBC) 104.2.'n � . Addr�ss o b•eutm or Lo Block 811V11 This struchire has been treated for the prevention of subterranean tennites by the above named cot�a�Y An aimual inspection and a renewal of the atmual te.�rrnitc �� contract is nccessary for continned protecaon. Call the phone number �nspectian and contraet renewal. • +..s.�Y r nr+a.. r: �:.ru•rt i �.l nu 1JH 1 C. w vo/ �satt a s r.tnC.» .t::, �.✓d � , •�S' �'�CQ CUi,ti�! 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' � « FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit 61 Builder Name: �(�S� `� r�c�t� �� '� � 5treet: Permit Office: ZEPHYRHILLS City, State, Zip• ZEPHYRHILLS , FL , Permit Number. � � ZQ�(j Owner• Jurisdiction: 611600 Design Location: FL, Lakeland 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b. N/A R= ft' 3 Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? Yes 10 Ceiling Types Insu�ation Area 6 Conditioned floor area (ft') 935 a. Under Attic (Vented) R=30.0 935.00 ftz b. N!A R= ft 7 Windows Description Area c. N/A R= ftz a. U-Factor• Sgl, U=0.30 75.00 ft SHGC• SHGC=0.28 11 Ducts b U-Factor• N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft� SHGC: 12. Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap� 24.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft 13. Heating systems SHGC: a. Electric Heat Pump Cap• 24.0 kBtu/hr e. U-Factor• N!A ft1 HSPF.8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft' EF 0.93 b N!A R= ft' b. Conservation features c. NJA R= n' None 15. Credits CF, Pstat Glass/Floor Area: 0.080 `��`, FA��a�� Modified Loads: 25.83 � A�� Q��......., B�seline Loads: 33.75 �� : \ � � � � • �: � I hereby certify that the plans�nd sp�c' �fio�Qq�ed �ly � Review of the plans and a �^CEiE 5�,�,� this calculation are in compli�c�w�h e Flori�a Energy ;'* = specifications covered by this ti, r; _�� p� Code. ' STATE OF �� calculation indicates compliance y �,,,, _: �; ? vs+ � � • . •' � � with the Florida Energy Code. � n� �;;f::r;.-;;:�v�"'�� p PREPARED BY: � P •' � � Before construction is completed � � �'" ` � a� DATE: � • � � this building will be inspected for y � /�NAt �� compliance with Section 553.908 � ' � I hereby certify that this build g as de��r`�1� �i�sbM��iance Florida Statutes. � with the Florida Energy Code. CpD ��¢v OWNER/AGENT: _ ____ BUILDING O 1CIAL: DATE. __ DATE. ' � i 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Titie 2010-090 - Fort King Unit 61 Bedrooms 2 Adress Type Street Address Building Type: FLAsBuilt Conditioned Area: 935 Lot # Owner� Total Stones: 1 SubDivision: # of Units: 1 Worst Case Yes PlatBook: Builder Name: Rotate Angie 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation: No County PASCO Jurisdiction: 611600 Whole House Fan. No City, State, Zip ZEPHYRHILLS , Family Type. Multi-family FL , New/Existing: New (From Pians) Comment: CUMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Lakeland FL_LAKELAND_LINDER 2 34 92 75 70 973 48 Medium ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ftz 0 ftz Medium 0.96 No 0 22.6 deg ATT1C v # Type Ventifation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft= N N CEILING _ # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ft 0.11 Wood WALLS / Cavity Sheathing Framing Solar �� # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft 0.23 0.75 2 S Exterior Frame - Wood 13 292.67 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 68 ft' 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 S Insulated None 0 460000 21.0'f 049 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. / Overhang V # Or Fra P anes NFRC U-Factor SHGC Storms Area Depth S eparati on Int Shade Screen 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING / ---- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 883 7.08 48.5 91 _2 0 cfm 0 cim 0 0 COOLING SYSTEM # Sys tem Type Subtype E� Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 HEATING SYSTEM # Sys tem Type Subtype E �ciency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtulhr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft: DUCTS / --- Supply ---- --- Retum ---- Air Percent �� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft� Interior 0 ft Default Leakage Interior (Default) (Default) % 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiiing Fans: Cooling X Jan [X Feb (X Mar X Apr X May [X Jun (((X] Jul (X] Au (X Se X] Oc[ [X] Nov (X� Dec Heatin9 X Jan rX� Feb rX� Mar X APr �X� May [X� Jun [X] Jul rX] Au9 [� SeP E X] Qct (X� Nov (Xl Dec Ventin X Jan [X Feb [X Mar X A r X Ma [X Jun �X] Jul [X) Au ( Se [XJ Oct [X] Nov [X] Dec Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 BO 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 6fi 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 66 68 68 66 66 8/12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTIO j REGlUIREMENTS FOR EACH PRACTICE I CHECK Exterior Windows 8� Doors _' N1106.AB 1.1 i Maximum: .3 cfm/sq.ft. window area; .5 cfmisq.ft. door area Exterior & Adjacent Walis I N1106.A6 1.2.1 Caulk, gasket, weatherstrip or seal between: windowsldoors 8� � , frames, surrounding wall; foundation 8� wall sole or sill plate; joints � � between exterior wali panels at corners; utility penetrations; , between wall paneis & top/bottom plates; between wails and floor � � EXCEPTION. Frame walls where a continuous infiltration barrier is ' installed that extends from, and is sealed to, the foundation to the i �___ top piate. __ Floors N1106.AB.1.2.2 i Penetrations/openings > 1/8" sealed unless backed by truss or I joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings , N1106.AB 1.2.3 Between walls 8� ceilings; penetrations of ceiling plane to top floor; around shafts, chases, so�ts, chimneys, cabinets sealed to i continuous air barrier; gaps in gyp board & top plate; attic access. ' ' EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures ' N1106.A6 1.2.4 � Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from i � insulation; or Type IC with < 2.0 cfm from conditioned space, -� tested. Multi-sto Houses ' N1106.AB.1.2.5 Air barrier on erimeter of floor cavi between Floors. Additional Infiltration reqts i N1106.A6 1.3 , Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. � OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ' SECTION ; REQUIREMENTS CHECK Water Heaters N1112.A6.3 ; Comply with efficiency requirements in Table N112.ABC 3 Switch i or clearly marked circuit breaker (electric) or cutoff (gas) must be ��, _ provided. External or built-in heat trap required. ___ __ ___ Swimming Pools 8� Spas N1112.AB.2.3 i Spas & heated pools must have covers (except solar heated). � ' Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78% _ Heat ump pool heaters shall have a minimum COP of 4 0. ____� Shower heads � N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per �� _____� minute at 80 PSIG. Air Distribution Systems ! N1110.A6 I AI1 ducts, fittings, mechanical equipment and plenum chambers ' shall be mechanically attached, sealed, insulated and installed in I accordance with the criteria of Section N1110.AB � ___ __ __ ___ Ducts in unconditioned attics: R-6 min. insulation HVAC Controls I N1107.A6.2 � Separate readily accessible manual or automatic thermostat for _. I each system - j --- Insulation N1104.AB 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both I N1102.6.1.1 sides. Common ceiling & floors R-11. 8/12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wail Types Insulation Area 2. Single Eamily or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ft' b. N/A R= ftZ 3. Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 2 d. N/A R= ft 5. is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic (Vented) R=30.0 935.00 ft b. N/A R= ftz 7 Windows" Description Area c. N/A R= ft' a. U-Factor Sgl, U=0.30 75.00 ftz SHGC• SHGC=0.28 11 Ducts b. U-Factor: N/A ft= a. Sup: Attic Ret: Interior AH: lnterior Sup. R= 6, 235 ft' SHGC: 12. Cooling systems c. U-Factor: N/A ft a. Centrai Unit Cap: 24.0 kBtulhr SHGC: SEER: 14 d. U-Factor• N/A ft2 13. Heating systems SHGC. a. Elect�c Heat Pump Cap• 24.0 kBtu/hr e. U-Factor• N/A ft' HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N!A R= ft' EF• 0.93 b. N/A R= ft' b. Conservation features c. WA R= ftz None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �H� sr Construction through the above energy saving features which will be installed (or exceeded) ti O 4 = 9 �'A Q in this home before final inspection Otherwise, a new EPL Display Card will be completed ��",;'�� =`.� '"„ based on installed Code compliant features. �,,,,;. �,:, :;; �::•;�:��,,;� � ..: Builder Signature: __ Date: � �.; � � � . `� r Address of New Home: _ City/FL Zip: r,�; �,:� � D WE'l� *Note: The home's estimated Energy Pertormance Index is only available through the EnergyGauge USA - FtaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at {850) 487-1824 '�Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section 62 1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Surr�mary for AHU-81 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b: SGM En ineerin 11•19AM Air System Information Air System Name _. .__ ... .__ _ AHU-81 Number of zones _ __. .__ � Equipment Class ... ... .. SPLT AMU Floor Area ___. ._. 907.0 ft� Air System Type ._ _ .__ _. __. _. SZCAV Locatfon _ ___ ._. Tampa, Fiot'ida Slzing Calculatlon Information Zone and Space Sizing Method: Zone CFM ._.___ ._._. ._. ._. Sum of space airflow rates Calculation Months ... ._.._. ._ __ _._. __._. __. __Jan to Dec Space CFM Individual peak space loada Sizing Data ... .. ._. __.__. ._ .__. ._ Calculated Central Cooling Coil Sizing Data Total coil load _ — ---- -_ -- ... ...... ..... 1.8 Tons Load occurs at --- --- — -. ...... _. .....Jun 2300 Total Coil load ...... .... ... ... _-- — ._.. ..- ---- 21.2 MBH OA DB / WB --- --------- -- -- .--. -- --. ... ..... 79.5 / 73.4 °F Sensibie coil load .. ...... .....__._ ._. ._. 18.7 MBH Entering DB / WB __. __.. ... ...... ..73.2 ! 62.4 °F Coil CFM at Jun 2300 ...... ... ..... 1020 CFM Leaving DB / WB -_- --. -__ _-. ._.. ...__ 58.3 / 56.2 °F Max block CFM -- --- _. .---- ------- ._ .. .. 1020 CFM Coil ADP -- -- ----- -- ._.... ._.. ._. 54.4 °F Sum of peak zone CFM -_ _-- _.__ _. _. 1020 CFM Bypass Factor --- _. _- --- _- -_ _- --. -_ 0.100 Sensible heat ratio ... ---. ._. .._ 0.880 Resuking RH ---- --- -----._. ... ... .__.......... .__.__.... 55 % ftxlTon .. ._.... _. ....-- �-- -- - 513.1 Design suPP�Y tef►�P• - -- ----� -- - _. 55.0 °F BTU/(hr-ft ._. _.---- -- ... ..... ..... _ ...._.. ... 23.4 2one T-stat Check _- -- -- ---. .-- -- 1 of 1 OK Water flow � 10.0 °F rise _.._. _. __. WA Max zone temperature deviation _. 0.0 °F Central Heating Coil Sizing Data Max coil load -- ._ .--- .---. .... .- . ........ ... ..... 11.4 MBH Load occurs at --- - --------- ----. ......----.----. ._.... ... Apr 0600 Coi1 CFM at Apr 0600 ---------_ --- .._---- .--. .-. 1020 CFM BTU/(hr-ft� ----------- ---_ .. ... ... ........._. .------ --------- --.12.8 Max wfl CFM _. ------.... ------------- --- ------- _ 1020 CFM Ent. DB / lvg DB _ - --- ... --___-. .._ 58.1 / 66.5 °F Water flow � 20.0 °F drop ... ....... ..... .... ..._- ---_--._ WA Supply Fan Sizing Data Actual mau CFM -- --._-. -.--- --- -.-- ._. 1020 CFM Fan mota BHP __----- --_ . ... ....... ....... _. ._ 0.12 BHP tandard CFM - �---�--- ---�-��-� . . ........ .. . -- - -. 1019 CFM Fan motor kW - .... ..._. --� --�---..-- - - -- - - - -- - 0.09 kW Actual max CFM/ftz ........ _----.-.--- -- ------ 1.12 CFM/itz Fan static .... ...... ..... ._----- -.--- .----- --- ---._ 0.40 in wg Outdoor VentUatlon Air Data Design airtlow CFM ---- -- -- ----. _-. .-.-.- .._ � CFM CFANperson ._._.. ------ ----- ----. ......_. .--._-- --_..... 0.00 CFNUperson .... CFM/ft - - -....._. .-�--� - - -- --- ._... 0.00 CFM/ftz Hourly Analysis Program v 4.4 Page 1 of 1 � Air System Design Load Summary for AHU-81 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11:19AM DESIGN CDOLING DESIGN HEATiNG COOIING DATA AT Jun 2300 HEA?iNG DATA AT DES IiTG COOLING OA DB / WB 79.5 °F / 73.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible l.atent ZONE LOADS Detalis (BTU/hr) (BTWhr) Details (B1L/hr) (BTU/hr) Window & S li ht Solar Loads gp ryz 1p3p gp n� Wall Transmission 4g3 nz g� � q� n2 �� Roof Transmission 907 ft� 387 gp7 n� yps Window Transmission gp n� ggg � n2 � Skylight Transmission 0 ftz 0 0 ft 0 Door Loads 21 ft 58 - 21 ft 214 - Floor Transmission 0 ft 0 - 0 ft 0 Partitions 0 ftz 0 0 ftz 0 Ceiling 0 ft 0 0 ft 0 Overhead Li htin 1469 W 5013 0 0 Task Lighting 0 W 0 0 0 Electric Equipment 0 W 0 0 0 People 3 735 815 0 0 0 Infiltration q8� 1935 _ �18 0 Miscellaneous 0 0 0 0 Safe Factor Oqo / 0% 0 0 0% 0 0 » Total Z�e Loads 9218 2550 7�7 p Zone Conditionin9 9394 2550 - 7340 0 Plenum Wall Load Oqa 0 - 0 0 Plenum ROOf Lo3d 0% 0 - 0 0 Plenum Li tin Load 0°k 0 0 0 Retum Fan Load 1020 CFM 0 1020 CFM 0 - Ventflation l.oad 0 CFM 0 0 0 CFM 0 0 S Fan Load 1020 CFM 302 - 1020 CFM -302 Space Fan Coil Fans - 0 - 0 - Duct Heat Gain / Loss 0% 0 0% 0 » Tota13 em Loads 9698 2550 - 7038 0 Cerrtral Coolin Coil - 18660 2552 - 0 0 Central Heating Coil _g� �� » Total Conditloning 9696 2552 �p3S 0 KaY Positive valu� are clg loads Poaltive values are htg loads Negative values ere ht loads Negativa values are cl loads Hourly Analysis Program v 4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential PerFormance Method A Project Name� 2010-090 - Fart King - Unit B3 Builder Name �Y ��0�«iGl �w � �l�q CO32� Street: Permit Office ZEPHYRHILLS � City, State, Zip ZEPHYRHILLS FL . Permit Number � � Zo b � Owner• Jurisdiction. 611600 Design Location. FL, Tampa 1 New construction or existing New (From Plans) 9 Wall Types Ir.sulation Area 2. Single family or multiple family Multi-famiiy a. Frame - Wood, Exterior R=13 0 603.33 ft� b N/A R= ft� 3. Number of units, if multiple fam�ly 1 c. N/A R ft' 4 Number of Bedrooms 2 d. N/A R= ft 5. Is this a worst case? Yes 10 Ceifing Types Insulation Area 6. Conditioned floor area (ftz} gg5 a. Under Attic (Vented) R=30 0 985 00 ft - - b. N/A R= ft� 7 Windows Description Area c. NIA R= ftZ • a. U-Factor• Sgl, U=0 30 90 00 ft SHGC SHGC=0.28 11 Ducts b. U-Factor N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 235 ft SHGC 12_ Cooling systems _ c. U-Factor N/A ft= a. Central Unit Cap 24 0 kBtu/hr SHGC SEER:14 � d. U-Factor• N/A ft 13. Heating systems SHGC. a. Electric Heat Pump Cap: 24 0 k8tu/hr e. U-Factor N!A �= HSPF 8.2 SHGC 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap� 40 gallons a. N/A R= ft� EF 0.93 b. N!A R= ft� b_ Conservation features c. N/A R= h� None 15. Credits CF, Pstat Glass/Floor Area: 0 09;��` Modified loads: 27.25 pq . � t�, .. �� 0, Baseline Loads: 34.91 ; > ;� �' A : � � I hereby certify that the �Tans ar�d ��ri�5 ove�ecJ�y ; Review of the plans and O ��FiE ST,q this calculation are in co�p�nde w the lor d EnQr�, + specifications covered by this e ,s• , p� Code ' ^p : TaTE b� ; w � calculation indicates compliance '` � � � 4. .n �,; 3 �i � � '• F �.' k/ � with the Florida Energy Code � ��:�, '• ••.. , ; _ ri '.`�p � O C t0 . .2• .► � --'��W PREPARED BY: __ � '• � Before construction is completed �p i s. %� � � oG � '"r:, �si �,..x..'� i d DATE: �� this building will be inspected for v•__ r y, � � �� compliance with Section 553.908 - I hereby certify that this bui n, as�de�s{�r��,� � s`n`compliance Florida Statutes. �r� `�'� ��>'"�{� with the Florida Energy Code GOIj �; OWNER/AGENT:�. —__ _ .— _ _— BUILDlNC�-� F ICI L: _ _ __ __ DATE: - -- — — — -- - DATE. � ;,_,/� /� --- -- — - ----- 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title: 2010-090 - Fort King - Unii B3 Bedrooms. 2 Adress Typ«: Stree[ Address Buiiding Type FLAsBwit Conditioned Area. 985 Lot # Owner Totaf Stones. 1 SubDivfs�on # of Units 1 Worst Case Yes PlatBook. Builder Name. Rotate Angle 315 Street: Permit O�ce ZEPHYRHILLS Cross Ventitation. No County PASCO Junsdictfon. 6i16i)0 Whole Nouse Fan. No � _ City, State, Zip ZEPNYRHILLS , Family Type M1ulti-family Fl , _ New/Existi�g: New jFrom Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �� Design Locaiion TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tamp,3 FL_TAMPA_IN7ERNATI 2 39 91 75 70 645.5 54 Medium ROOF - - / Roof Gable Roof Solar Deck V # Type Materiais Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ft 0 ft Medium 0.96 No 0 22.6 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC __ 1 Full attic Vented 300 1013 ft N N CEILING # Ceilin Type R-Value Area � Framing Frac Truss Type ------ :------ - - -- -- — -- 1 Under Attic (Vented } 30 985 ft� 0 11 Wood WALLS � / Cavity Sheathing Framing Solar �� # Omt Ad jacent To Wall Type R-V alue Area R-Va Fra AbsQr 1 W Exter�or Frame - Wood 13 24�.67 ftZ 0.23 0 75 2 S Exterior Frame - Wood , 13 292.67 ft� ' 0.23 0 75 3 E Exterior Frame - Wood � 13 � 68 ftz 0.23 0 75 DOORS � # Omt Door Type Storms U- Value Area 1 S Insulated None 0 460000 21 01049 T 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Onentation shown is the entered onent�tion ->) chan ed to Worst Case / Overhang V # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation int Shade Screeni��g _ l S->SE TIM low-E Single Yes 0 3 0.28 N 75 ft� 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single `(es 0 3 028 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None - INFILTRATION 8 VENTlNG / -- Forced Ventilation --- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM FracUOn Watts Defauit 0 00036 930 7 08 51 1 96 0 0 cEm 0 cfm 0 0 COOLING SYSTEM # System Type Sub rype Efficiency Capacity Ai Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 _ HEATING SYSTEM - # System Type Subtype E Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtulhr sys#1 � HOT WATER SYSTEM # Syste Type EF Cap Use SetPnt Conserva 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name SXstem Model # Collector Modei # Area Volume FEF None None ---- ------- ------ — ft2 — --- --- QUCTS / -- Supply ---- , ---- Retum ---- Air Percent �� # Location R-Value Area Location Area Leakage Type Handier CFM 25 Leakage QN RLF -- -- -- ---- - -- ------------- 1 Attic 6 235 ft lnterior 0 ftZ Default Leakage Interior (Default) (Default) % 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y Ceiling Fans Cooling [X] Jan [X] Feb (X] Mar [X] Apr (X� May [X) Jun [Xj Jut (X] Aug [X] Sep [X] Oct [X] Nov [X] Dec Heating [X] Jan [X] Feb X) Mar [X] Apr [X� May �X� Jun [X] Jul [X] Aug [X] Sep [X] Oct [X] Nov X} Dec Venting [X] Jan [X} Feb EX] Mar [X] Apr (X] May [Xj Jun [X] Jul [XJ Aug [X] Sep [X) Oct [X) Nov EX, Dec Thermostat Schedule� HERS 2006 Reference Hours SchFdufe Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD} AM 78 78 78 78 78 78 78 �8 80 80 80 &0 PM 80 80 78 7S 78 78 78 78 78 78 78 7S Coohng (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 Plvt 68 68 68 68 68 fi8 68 68 68 68 66 66 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Buifding Performance Method A- Details ADDRESS PERMiT #� ZEPHYRHILLS, FL, INFILTRAT{ON REDUCTION COMPUANCE CHECKLIST - C OMPONENTS ; SECTION ; REQUIR FOR EACN PR ACTfC E CHECK -------- � - ---- - -- --- ---- — - --- —r-------- Exterior Windows & Doors N1106.A6.1 1 Maximum: 3 cfmisq.ft. window area, 5 cfmisq ft. door area. Exterior & Adjacenl Wails � N1106.A6 1.2 1� CaulK, gasket, weatherstrip or seal between. windows/doors & � frames, surrounding wall; foundation 8� wall sole or sill plate, joinis � I between exterior walt panels at corners, utility penetrations, between wall panels & top/bottom plates; between wafis and floor EXCEPTION Frame walls where a continuous infiltration barrier is - instaUed that extends from, and is sealed to, the foundation to the , to late. - Floors N1106.A6.12.2 Penetrations/openings > 118" sealed unless backed by truss or � joint members. , EXCEPTION• Frame floors where a continuous infiltration barrier I, is installed that is sealed to the erimeter, enetrations and seams. I --- fi------ _- -} ---- Ceilings ' N1106.AB 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; ! around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. _ EXCEPTION� Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, a[ penetrations and seams. , -- -- Recessed Lighting Fixtures � N1106.AB 1.2.4 ' Type IC rated with no penetrations, sealed; or Type IC or non-IC . rated, installed inside a sealed box with 1/2" clearance & 3" from I � insulation; or Type IC with < 2.0 cfm from conditioned space, _ tested. _ I _ ------ — - — -�--- -- -- — - - - --- � -. _Multi-story Houses N1106.AB 1.2.5 j Air barrier on perimeter of floor caviry between floors _�___ f - - — - — ------ Additional Infiltration reqts ! N1106.A8.1 3 Exhaust fans vented to outdoors, dampers; combustion space '� heaters comply with NFPA, have combusfion air OTHER PRESCRIPTIVE MEASURES (mu$t be met or exceeded by all residences.) COMPONENTS I SECTION REQUIREMENTS CHECK —I--�-- - - - — - -- — Water Heaters N1112.A6.3 Comply with e�ciency requirements in Table N112.ABC 3 Switch - - � � or clearly marked circuit breaker (electric) or cutoff (gas) must be � provide Extemal-or built-in heat trap required Swimming Pools & Spas � N1112.AB.2.3 Spas 8� heated pools must have covers (except solar heated) Non-commercial pools must have a pump timer Gas spa 8� pool � heaters must have a minimum thermal efficiency of 78% Neat um ool heaters shall have a minimum CO of 4 0 Shower heads � N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per _�_. minute at 80 PSIG. Air Distribution Systems ' iV1110.AB All ducts, fittings, mechanical equipment and plenum chambers I shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB _ _�___ Ducts in unconditioned attics. R-6 min. insulation I _ HVAC Controls i N1107.A6.2 Separate readily accessible manual or aufomatic thermostat for � _ ___ each stem. Insulation i N1104.AB 1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both � , N1102.6.1.1 sides. �ommon ceiling & floors R-11. 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more e�cient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulatian Area 2. Singte family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ftz b. WA R= ft' 3. Number of units, if multipie family 1 c. N!A R= ftz 4 Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft�) gg5 a. Under Attic {Vented) R=30.0 985.00 ft _ b. N/A - _ R= ftz 7 Windows" Description Area c. N/A � R= ft a. U-Factor� Sgl, U=0.30 90.00 ft SHGC SHGC=0.28 11 Ducts b U-Factor N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 235 ft� SHGC. 12. Cooling systems c. U-Factor N/A ft a. Central Unit Cap. 24A kBtWhr SHGC. SEER: 14 d. U-Factor• N/A ft' 13. Heating systems SHGC - a. Electric Heat Pump Cap 24 0 kBtu/hr e U-Factor N/A ft= HSPF 8.2 SHGC. 14. Hot water systems 8 Floor Types Insulation Area a. Electric Cap� 40 gallons a. N/A R= ft� EF 0.93 b N/A R= ft2 b. Conservation features c. N/A R= ftz None 15._Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building - ��ttE ST,q�. Construction through the above energy saving features which wili be installed (or exceeded) ,y � _�, 8� in this home before final inspection Otherwise, a new EPL Display Card will be completed c,s =; �'�% �} ' �,'�',{, based on installed Code compliant features � - � �`' cs3 r,,rrl � � C � Builder Signature _ Date� - � �� _ F,� A °_�_� ,r� d Address of New Home City/FL Zip: t.�; - y� - - ---- C��°��,0 ''Note: The home's estimated Energy Pertormance Index is on{y available through the EnergyGauge USA - FlaRes2008 computer program This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters For information about Florida's Energy E�ciency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 - _ "*Label required by Section 13-104 4 5 of the Florida Building Code, Building, orSection B2 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. - - EnergyGauge� USA - FlaRes2008 � , ' Air System Sizing Summary for AHU-B3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11 19AM Air System Information Air System Name AHU-83 Number of zones 1 Equipment Class _ SPLT AHU Floor Area 985.0 ft Air System Type SZCAV Location Tampe, Florida - Sizing Calculation Information � _ Zone and Space Sizing Method: Zone CFM Sum of space alrilow rates Ca�ulation Months Jan to Dec Space CFM Individual peak space loads Sizirg Data Calculated Central Cooling Coit Sizing Data Total coil load _____. 1.8 Tons L.oad occurs at ___. __. Jun 0600 Total coil load 22.2 MBH OA DB / WB 75.6 / 72.3 'F Sensible coil load 19.4 MBH Entering DB / WB 72.9 / 62.1 °F Coil CFM at Jun 0600 1057 CFM Leaving DB / WB _ 55.9 / 54.8 °F Max block CFM 1Q57 CFM Coii ADP _ 54.0 `F Sum of peak zone CFM 1057 CFM Bypass Factor _ 0.100 _ - Sensible heat ratio 0.876 Resulting RH 55 % ft 533.4 Design supply temp. 55.0 °F � : BTU/(hr-ft .. _..__. _.._ 22.5 Zone T-staf Check _. 1 ot 1 OK - - — Water flow � 10A °F rise ______ WA Max Zone temperature deviation 0.0 °F Central Heating Coil Sizing Data _ - Max coil load _ 11.8 MBH Load occurs at _. ______ Apr 0600 - - Coil CFM at Apr 0600 _. ___ 1057 CFM BTUI(hr-ft� __. ._.._._. _ 12.0 � Max coil CFM 1057 CFM F�t. DS / Lvg DB __. _. ___. 58.4 / 66J °F Water flow � 20A ' F drop _. _ N/A Supply Fan Sizing Data Actual max CFM -_- _. -----... 1057 CFM Fan motor BHP _-_ -- ---__--_-- _- --- __-----_ -_ 0.12 BHP Standard CFM __. 1056 CFM Fan motor kW ____ _._ _. _. ___. _ 0.09 kW Actual max CFM/ft ____. ._. 1.07 CFM/ftz Fan static _ ___. _. _. 0.40 in wg Outdoor Ventilation Air Data � Design airtlow CFM 0 CFM CFM/person _ _ 0.00 CFMVperson CFM/ft _ 0.00 CFNUft� Hourty Analysis Program v.4.4 Page 1 of 1 , •' Air System Design Load Summary for AHU-B3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATING COOLINC DATA AT Jun 0600 HEATiNG DATA AT DES HTG COOLING OA DB / WB 75.6 °F / 72.3 °F HFr4T1NG OA DB! WB 36.0 °F / 30.3 °F Sensible Latent Sensibie Latent ZONE LOADS Detalta (BTU/hr� (BIURir) Detalis (BTU/hr) (BlUlhr) Window & Skylight Solar Loads 90 ftz 771 90 ftz - Wall Transmission 463 ft 298 463 ftz 1091 - Roof Transmission 985 ft 163 - 985 ftz 984 - Window Transmission 90 ft� 540 - 90 ft 3338 Skylight Transmission 0 ft 0 - 0 ft 0 - Door Loads 21 ftz 35 21 ftz 214 - Floor Transmission 0 ft 0 - 0 ftz 0 Partitions 0 ft 0 0 ft 0 Ceiling 0 ft 0 0 ft 0 _ Overhead Lighting 1596 W 5444 0 0 - Task Li hting 0 W 0 - 0 0 Electric EquipmeM 0 W 0 0 0 People 3 735 615 0 0 0 Infiltration - 252 2136 - 2409 1 Miscellaneous 0 0 - 0 0 Safety Factor 0°/a / 0'% 0 0 0% 0 0 » TotalZone Loads 8239 2751 8036 1 Zone Conditioni - 8878 2751 7868 1 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Retum Fan Load 1057 CFM 0 - 1057 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1057 CFM 313 - 1057 CFM -313 - Space Fan Coil Fans 0 0 Duct Heat Gain / Loss 0% 0 - 0% 0 » TotalSystem Loads 9191 2751 7554 1 Central Gooling Coil - 19408 2753 0 0 Centra! Heating Coil - -10217 - - 7554 » Total Condttioning 9191 2753 7554 0 Key: PosRlve valuea are clg loads Posltive valuea are htg loada � Negative values are htg loads Negative values are clg loads Hourly Analysis Program v.4 4 Page 1 of 1 . FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 201Q090- Fort King - Unit 62 Builder Name: �—i�S� F j'� �0. �(,t,��(�t�fA �D� Street: Permit Office: ZEPHYRHILLS •� City, State, Zip: ZEPHYRHILLS , FL , Perrnit Number �('Zt,"�(� Owner• Jurisdiction: 611600 Design Location: FL, Tampa 1 New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft' b N/A R= ft 3. Number of units, if multiple family � c. N/A R= ft 4 Number of Bedrooms 2 d. N/A R= ft= 5 Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic (Vented) R=30 0 935.00 ft= b. N/A R= ft' 7 Windows Description Area c. N/A R= ft� a. U-Factor• Sgl, U=0.30 75.00 ftT SHGC: SNGC=0.28 11 Ducts b. U-Factor• N/A ft� a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 235 ftZ SHGC: 12. Cooling systems c. U-Factor• N!A ftz a. Centrat Unit Cap: 24.0 kBtulhr SHGC: SEER: 14 d. U-Factor• N/A ft 13. Heating systems SHGC: a. Electric Heat Pump Cap• 24 0 kBtu/hr e. U-Factor N/A ft� HSPP 8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft2 EF• 0.93 b. N/A R= ft= b. Conservation features c. N/A R= ft' None 15. Credits CF. Pstat GlasslFloor Area: 0.080�� FPEL �T gta'��Built Modified Loads: 26.52 � A�� Q�....••.. �qS� 'F�I Baseline Loads: 33.98 �� . O • �, : Z � � � � � � I hereby certify that thej�lans �d ��covered bj� Review of the plans and O F'iHE ST,��.� this calculation are in c3m�arZce wit thqlflorida Erj�rg�C = specifications covered by this ti, ,., -� p� Code � '�- _ = ' � "0 : ATE OF ; � � ca�cu�ation indicates compliance ��,, � : ,; ; � " 'f� = : �/ � with the Florida Energy Code. �• r,,, �� .�=`�:�•�''�w=`�„ �O PREPARED BY: � ��' � ; Before construction is completed ��:. _� x�iE.� d DATE: !� S ' •• . ♦ this building will be inspected for �ry ° �'•'}�` s, � pNp�t E `�� compliance with Section 553.908 . ^ �j° � � � I hereby certify that this buil mg, �k�i9�q��i��compliance Florida Statutes. f,� � with the Florida Energy Code. Cpp , OWNER/AGENT• ____ _ ____ __ __ BUILDIN FI IAL: __ . DATE� - DATE: � � ' --- ----- -- 8/12/2010 11.38 AM EnergyGauge� USA - FlaRes2008 Page 1 ot 5 PROJECT Title 2010-096 - Fort King - Unit B2 Bedrooms: 2 Adress Type Street Address Building Type FLAsBuilt Conditioned Area: 935 Lot # Owner Total Stories: 1 SubDivision: # of Units. 1 Worst Case Yes PlatBook: Builder Name. Rotate Angle. 315 Street: Permit Office: ZEPHYRHILLS Cross Ventilation: No County PASCO Jurisdiction. 611600 Whole House Fan: No City, State, Zip. ZEPHYRHILLS , Family Type Multi-family FL , NewlExisting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF � Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ft' 0 ft' Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Fuli attic Vented 3�0 1013 ft� N N CEILING ___ # Cei ling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ft' 0.11 Wood WA�LS / Cavity Sheathing Framing Sotar �� # Ornt Adjacent To Wall Type R-Value Area R-Value Fractio Absor 1 W Exterior Frame - Wood 13 242.67 ft 0.23 0.75 2 S Exterior Frame - Wood 13 292.67 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 68 ftz 0.23 0.75 DOORS # Omt Door Type Storms U-Value Area 1 S Insulated None 0.460000 21.01049 8/12/2010 11.38 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. / Overhang V # Ornt Frame _ Panes NFRC U-Factor SH GC St orms Area _ Depth Separat Int Sh ade _Screening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ft' 1 ft 0 in 1 ft 0 in HERS 2�06 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft' 6 ft 0 in 1 ft 0 in HERS 2006 None INFI�TRATION & VENTING / --- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 883 7.08 48.5 91.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Fbw SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#1 HEATING SYSTEM _ # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtulhr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Etectric 0.93 40 gal 50 gai 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ry= DUCTS / ---- Supply -- -- Retum ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft Interior 0 ft= Default Leakage Interior (Default) (Default) % 8/12/2010 11.38 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin X] Jan X Feb (X Mar X r X] Ma [X] Jun X Jul X Au X Se (X] Oct X Nov Dec Heatin9 f X] Jan f X� Feb [X� Mar �X �r �X] Ma� EX] Jun �X� Jui f X� Au9 f X� Sep [X] Oct f X� Nov f� Dec Ventin [X] Jan [X Feb [X] Mar X r X] Ma X] Jun X Jul [X] Au [X Se [X] Oct [XJ Nov [X Dec Thermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 76 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 66 68 68 68 66 66 8/12/2010 11 38 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ____ �_ SECTION _ 1 REQUIREMENTS FOR EACH PRACTICE ___ CHECK Exterior Windows 8 Doors � N1106.A8_1 1 � Maximum: 3 cfm/sq.ft. window area; 5 cfmJsq.ft. door area _ Exterior & Adjacent Walls N1106.AB 1.2.1 ' Caulk, gasket, weatherstrip or seal between: windows/doors 8� frames, surrounding wall; foundation & wall so�e or sill plate, joints , between exterior wall panels at corners; utility penetrations; ' between wall panels 8� top/bottom plates; between walls and floor EXCEPTION: Frame walls where a continuous infiltration barrier is i ! installed that extends from, and is sealed to, the foundation to the top plate. Floors ` N1106.A8 1.2.2 � Penetrationslopenings > 1!8" sealed unless backed by truss or �— joint members. , EXCEPTION: Frame floors where a continuous infiltration barrier —�— is installed that is sealed to the erimeter enetrations and seams Ceilings ; N' 1106.A6 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board 8 top plate; attic access. I , EXCEPTION: Frame ceilings where a continuous infiltration barrier ; i is installed that is sealed at the perimeter, at penetrations and � seams. Recessed Lighting Fixtures � N1106.AB 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC � � � rated, installed inside a sealed box with 1/2" clearance & 3" from � insulation, or Type IC with < 2.0 cfm from conditioned space, tested. � Multi-sto Houses N1106.AB 1.2.5 Air barrier on erimeter of floor cavi between floors. � Additional InfilUation reqts ; N1106.A6 1.3� � Exhaust fans vented to outdoors, dampers; combustion space I heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ' SECTION __t REQUIREMENTS __ _ ' CHECK Water Heaters N1112.AB.3 ' Comply with eKciency requirements in Table N112.ABC.3 Switch � I or clearly marked circuit breaker (electric) or cutoff (gas) must be i _ i provided. External or built-in heat trap required. ___ i Swimming Pools & Spas � N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). � I Non-commercial pools must have a pump timer Gas spa & pool I � heaters must have a minimum thermal e�ciency of 78%. I Heat pump pool heaters shall have a minimum COP of 4 0 Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per I ____ � __ � minute af 80 PSIG. i -- Air Distribution Systems N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers I shall be mechanically attached, sealed, insulated and installed in i � accordance with the criteria of Section N1110.A8. ___ _ Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.A6.2 Separate readily accessible manual or automatic thermostat for , each system. _ __ Insulation N1104.A6 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both N1102.6 1 1 sides. Common ceiling & floors R-11 � S/12/2010 11.38 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERF�RMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more e�cient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9. Watl Types Insulation Area 2. 5ingle family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft' b. N/A R= ftz 3. Number of units, if muitiple family 1 c. N/A R= ft' 4 Number of Bedrooms 2 d. N!A R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6 Conditioned floor area (ftz) 935 a. Under Attic (Vented) R=30.0 935.00 ft b. N/A R= ftz 7 Windows*' Description Area c. N/A R= ft' a. U-Factor: Sgl, U=0.30 75.00 ft= SHGC: SHGC=0.28 11 Ducts b. U-Factor: N/A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ftZ SHGC. 12. Cooling systems c. U-Factor: N!A ft' a. Central Unit Cap• 24.0 kBtu/hr SHGC: SEER: 14 d. U-Factor• N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap• 24.0 k8tulhr e U-Factor• N!A ftz HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insutation Area a. Electric Cap• 40 gallons a. N1A R= ft= EF 0.93 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �HE ST Construction through the above energy saving features which will be installed (or exceeded) � = A l'c� in this home before final inspection Otherwise, a new EPL Display Card will be completed kg'�. '�% a'�' �� based on installed Code compliant features. �"-,,;�i-•.: `•=="`'�;,�, � �' Builder Signature: Date: � ;; � s�. � J�� Address of New Home: City/FL Zip: .�,�_-... � - — Cp�^�.,��5 `Note: The home's estimated Energy Pertormance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 "Label required by Section 13-104 4 5 of the Florida Building Code, Building, or Section B2.1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 . Air System Sizing Summary for AHU-B2 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b• SGM En ineerin 11:19AM Air System Informatlon Air System Name __ .__. _ . AHU-B2 Number of zones ._. _. ._. _ ._.._. ._. .. ..__.1 Equipment Class _. SPLT AHU Floor Area ... _. _. 907.0 ft Air System Type __ _. _ SZCAV Location _. _. _. _. .__ __ Tampa, Flotida Sizing Calculation Information Zone and Space Sizfng Method: Zone CFM _..... ...._. Sum of space airflow rates Ca�ulation Months _._ ._. Jan to Dec Space CFM _.._. Indivldual k � �� pea apace loada Sizing Data _- _- -_ --. -- ._Caiculated Central Cooling Coil Sizing Data Total coil load .... ... .... ..... 1.8 Tons load occurs at __.. ._. .. ........ Jun 2300 Total cal load ._. ._.... ..._- ------- .-- -----21.2 MBH OA DB / WB -- --- --._. ._. _-- ----.-- �9.5 / 73.4 °F Sensible coil load -__. _ _- ._ ... ... ._- 18.7 MBH Entering DB / WB ._ _- ___ _--- -------- ------- --- 73.2 / 62.4 °F Coil CFM at Jun 2300 _._... ..._.__.1020 CFM Leaving DB 1 WB ._. ..... ._. _. ._.._. ._. 58.3 / 55.2 °F Max block CFM - - - --- .. ...... .. ... ..1020 CFM Coii ADP - - - - --- -- - -- - ------ -. .... 54.4 °F Sum of peak zone CFM _. .. 1020 CFM Bypass Factor ... ... ....... ... ....... _.. 0.100 Sensible heat ratia ---. ._. .. ... _- .-- -- 0.880 Resufting RH ..--. _. ... ---. ... _. .._ -------- ---- 55 % ftzlTon ....- - -- --- -- - _.... 513.1 Design supply temp. - �-- - .......... ....- .... 55.0 °F BTU/(hr-ft� -- .. ............ ....... .--- .---,------- ----- 23.4 Zone T-stat CheCk .---_.._-- -. ._...-. ------ ---- ------. 1 of 1 OK Water fbw � 10.0 °F rise ... ...... ... WA Max zone temperature deviation _. . _.__. 0.0 °F Central Heating Coil Sizfng Data Max coil ioad ._. .. ..... ....... ... .._. 11.4 MBH Load occurs at --. _. - _.--. qpr pgpp Coil CFM at Apr 0600 .... ...... ......... .. . - � -- 1020 CFM BTU/(hr-ft� -� �---.._. ..._. ..._..- --� -.... .----� -- -- 12.6 Max coil CFM ._. __._. .. 1020 CFM Ent DB / Lv DB - - --- �-� - - - - 9 - - --- - ._.... _. 58.1 / 66.5 °F Water flow � 20.0 °F drop .__. _...... _ . ........ .... .. WA Supply Fan Sizing Data Actual max CFM .--.-. .--------.. _.._. .------__._. 1020 CFM Fan motor BHP ------.---------- -.--.---- ----... ... ... 0.12 BHP Standard CFM _......-- --......._._. ....- �- --_ -- - - - --1019 CFM Fan motor kW -- -- ------ -- - - _ ----- ----- - - -- 0.0� kW Actual max CFM/ft -----... ...------_-.--.-- ----- -. _.1.12 CFM/fC� Fan static . .----- - --- -----. _.... .---- 0.40 in wg Outdoor Ventilation Air Data Des(gn airtlow CFM _--- ----... ... ._ .... ..... ........ 0 CFM CFAA/person _---- ------- -------- --------- --------- -- ---- 0.00 CFM/person CFMlftz ..... ... .. ....._..- - �---. ...... .__... ....._. 0.00 CFM/ft Hourly Analysis Program v 4.4 Page 1 ot 1 . Air System Design Load Summary for AHU-B2 P�oject Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11:19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 2300 HEATING DATA AT DES HTG COOLING OA D8 ! WB 79.5 °F / 73.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOADS Detaila (BTU/hr) (BTUlhr) Da�tails (BTUIhr) (BTUfir) Window 8� S Ifght Solar Loads 90 ft 1030 90 ftz - Wall Transmission 463 ftz 611 4S3 ftz 1091 Roof Transmission 907 ft 387 - 907 ftz 906 Window Transmission 90 ft 896 90 ft 3338 Skylight Transmission 0 ft� 0 0 ftz 0 Door Loads 21 ftz 58 - 21 ft� 214 Floor Transmission 0 ft 0 0 ftz 0 Partitions 0 R� 0 0 ft� 0 - Ceilin 0 ftz 0 0 ftz 0 - Overhead Li hting 1469 W 5013 0 0 Task li htin 0 W 0 0 0 Electric Equipmerrt 0 W 0 0 0 People 3 735 615 0 0 0 Infiitradon 487 1935 2218 0 Miscellaneous 0 0 - 0 0 Safe Factor 0% / 0% 0 0 0% 0 0 » Totai Zone Loads 9218 2550 7767 0 Zone Conditionin 9394 2550 7340 0 Plenum Wall Load O�o 0 - 0 0 Plen�n Roof Load 0% 0 0 0 - Plernxn Li htin Load 0°/a 0 - 0 0 Retum Fan Load 1020 CFM 0 1020 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Suppl Fan Load 1020 CFM 302 1020 CFM -302 Space Fan Coil Fans - 0 - 0 Duct Heat Gain / Loss 0% 0 - Oqo 0 » Total S em lo8ds 9696 2550 7038 0 Central Coolf Coil 18660 2552 0 0 Centrdi Heatin Coil -8963 - 7038 » Total Condltbntng 9696 2552 7036 Q Key: Positive values aro clg loads Positive valuq are htg loads Negative values are Mg loads Iw values are cl loads Hourly Anatysis Program v.4.4 Page 1 of 1 a FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Fforida Department of Community Affairs Residential Performance Method A Project Name 2010-090 - Fort King Unit C1 Builder Name: �1rST �(U f l�0. �tAa �(;lr/lc� �p�� Street: Permit Office ZEPHYRHILLS � City, State, Zip ZEPHYRHILLS , FL , Permit Number L t Z.O �p Owner• Jurisdiction: 611600 Design Location: FL, MELBOURNE_REGIONAL_AP 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ft� b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 3 d. N!A R= ft� 5. Is this a worst case? Yes 10. Ceiling Types tnsulation Area 6. Conditioned floor area (ft 1194 a. Under Attic (Vented) R=30.0 1194.00 ft b. N/A R= ft 7 Windows Description Area c. N!A R= ft� a. U-Factor SgI, U=0.30 90.00 ft SHGC: SHGC=0.28 11 Ducts b. U-Factor• N/A n= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ftz SHGC: 12. Cooling systems c. U-Factor: NIA ft' a. Central Unit Cap: 28.0 kBtulhr SHGC: SEER: 14 d. U-Factor• N!A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 k8tu/hr e. U-Factor• N/A ft' HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gaflons a. N/A R= ft2 EF: 0.91 b. N!A R= ft' b. Conservation features c. N/A R= ftZ None ,�{/ t 1 t 1//� 15. Credits CF, Pstat ��,, p,F �st �f� Built Modified Loads: 31.09 Glass/FloorArea: O.Q7�`�"�,.•�••••..� � PAS'S �� c �.• G EN S •.��y� �tal Baseline Loads: 39.93 = � 7as � = • No. I hereby certify that 4_�ie�arts and s cations c�ve�cmy Review of the plans and ��'�KE S7',� y, this calculation are iaco,�p�janc� �trida.'E�rg� specifications covered by this ��}' W V: {�� Code. � .p ; . 4/ . calculation indicates compliance "� �,�'' : � . �.� � � p �•. ( 0 10P ' �1� �� with the Flonda Energy Code. � � `�r �°. •�"�, p � .. • \ ♦ •..,. t�Y.. �; . ..., PREPARED BY: _!1 Before construction is completed ��,.,,;, ��.° DATE: ____ ! � this building will be inspected for V� � y�. x .t� ._. ��1 f I ll►��`` compliance with Section 553.908 , s ° y� I hereby certify that this uil ing, as �esigned, is in compliance Florida Statutes. � ' with the Florida Energy Code G'Op �� OWNER/AGENT:— __—_. BUILDING OF IC AL; � ____ DATE: — ___ _- DATE: � __ __ 8/12l2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT TiUe: 2010-090 - Fort King Unit C1 Bedrooms: 3 Adress Type Street Address Building Type• F�AsBuilt Conditioned Area: 1194 Lot # Owner• Total Stories: 1 SubDivision. # of Units: 1 Worst Case: Yes PlatBook: Builder Name. Rotate Angle: 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation: No County• PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type Multi-family FL , NewlExisting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 75 70 369 69 Medium ROOF / Roof Gable Roof Solar Deck \� t� Type Materials Area Area Color Absor. Tested Insul. Pitch Hip Composition shingles 1293 ftz 0 ft= Medium 0.96 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ft' N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1194 ft 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R -Value Fraction Absor. 1 W Exterior Frame - Wood 13 242.67 ftz 0.23 0.75 2 S Exterior Frame - Wood 13 388 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 140 R' 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 W Insulated None 0 460000 21.01049 8112l2010 11 42 AM EnergyGaugeO USA - F�aRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. � Overhang # Ornt Frame Panes NFR U-Factor SHG S torms Area Depth Separa Int Shade Scr eening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 75 ftT 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ftz 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING / --- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Suppiy CFM Exhaust CFM Fraction Watts Default 0.00036 1127 7 OB 61.9 116.4 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed WaII insu lation 1 382.8 ftz 384 ft 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype E�ciency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Du 1 Electric Heat Pump HSPF: 8.2 28 kBtulhr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Coliector Model # Area Volume FEF None None fN DUCTS / --- Supply --- --- Return ---- Air Percent \� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft Interior 0 ft= Default Leakage Interior (Default) (Oefault) % 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coaling [X Jan X Feb [X] Mar X] Apr X May [X Jun X Jul ]Aug [X Sep X Oct X Nov X Dec Heati�g [X� Jan EX� Feb E X] Mar f X] Apr f X� May E X� Jun �X� Jul �X] Au9 EX� Sep EX� Oct f X� Nov EX� Dec Ventin [X Jan [X] Feb X] Mar (X] Apr [X Ma X Jun X Jul X] Au X Sep [X Oct [X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 7B 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heati�g {WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 S/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compiiance Cheklist Residential Whole Building Performance Method A- Details ADDRESS. PERMIT #• ZEPHYRHILLS, FL, INFfLTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION � REQUIREMENTS FOR EACH PRACTICE ; CHECK Exterior Windows & �oors ; N1106.A6 Maximum: 3 cfm is .ft. window area• .5 cfm/s .ft. door area. Exterior 8� Adjacent Walls N1106.AB.1.2.1 ' Caulk, gasket, weatherstrip or seal between: windows/doors & ' frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels 8 top/bottom plates; between walls and floor. � EXCEPTION• Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the � to late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION� Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board 8 top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barner i is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC i � � rated, installed inside a sealed box with 1/2" clearance 8� 3" from I insulation; or Type IC with < 2.0 cfm from conditioned space, _____ ___ _ __ tested. ___ Multi-sto Houses N1106.AB 1.2.5 Air barrier on erimeter of floor cavit between floors. Additional Infiltration reqts � N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.A6.3 Comply with e�ciency requirements in Table N112.ABC.3. Switch I or clearly marked circuit breaker (electric) or cutoff (gas} must be __. provided. External or built-in heat trap required Swimming Pools & Spas I N1112.A6.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool I heaters must have a minimum thermal e�ciency of 78% Heat um ool h eaters shal have a min C of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per ______ � minute at 80 PSIG Air Distribution Systems � N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in — � accordance with the criteria of Section N1110.A6 � Ducts in unconditioned attics: R-6 min. insulation. - - HVAC Controls N1107.A6.2 � Separate readily accessible manual or automatic thermostat for ___ _ I each system. _ _ � Insulation � N1104.AB 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both N1102.8.1 1 sides. Common ceiling & floors R-11 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerFormance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ft= b N!A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft 4 Number of Bedrooms 3 d. NIA R= ft= 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft�} � � g4 a. Under Attic (Vented) R=30.0 1194.00 ft' b. N!A R= ft' 7. Windows" Description Area , c. N/A R= ft a. U-Factor Sgl, U=0.30 90.00 ftz SHGC: SHGC=0.28 11. Ducts b. U-Factor• N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft' SHGC: 12. Cooling systems c. U-Factor N!A ft a. Central Unit Cap: 28.0 kBtulhr SHGC: SEER: 14 d. U-Factor• N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor• N/A ft2 HSPF 8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. N/A R= ft2 EF• 0.91 b. N/A R= ftZ b. Conservation features c. N/A R= � None 15. Credits CF, Pstat I ce�tify that this home has complied with the Florida Energy Efficiency Code for Building �,�� ST,qr Construction through the above energy saving features which will be installed (or exceeded) ,y o F in this home before final inspection Otherwise, a new EPL Display Card will be completed �".. '; �'r �''{' � • . a«a vl+� based on installed Code compliant features. ti; .�•.' ,:':,' ;�,„�.�',. �-::� � � Builder Signature Date: �� , �� a -- - ---- ---- — .�� ° �� Address of New Home City/FL Zip �,�, �° --- - - -- COD yy8't'�� 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 '"Label required by Section 13-104 4.5 of the Florida Building Code, Building, or Section B2 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 . Air System Sizing Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11 •19AM Air System Information Air System Name __. AHU-C1 Number of zones ... 1 -- - Equipment Class ... __. _ SPLT AHU Floor Area _.._. 1172.0 ft - -- - Air System Type ._. __. __. _. SZCAV Location _._ ._. ..__ Tampa, FloNda Sizing Calculation Information 2one and Space Sizing Method: Zone CFM _._........ Sum of space airtlow rates Ca�ulatio� Months .._.. Jan to Dec ....- - .. ... Space CFM ._. Individual peak space loads Sizing Data _._ ._. _. ._. ._. Ca�ulffied Central Cooling Coil Sizing Deta Total coil load .--- --- --_. ..... ._. 2.3 Tans Load occurs at _----_---- --- ----- --- --- Jun 0300 Total coil load _. -. -_ . .... ....... .__ 27.4 MBH OA DB / WB ---_- _... .-. _. .-_--. ... ... 75.9 / 72.4 °F Sensibie coit load _. ._ _ .......... .... 24.1 MBH Enterin DB / WB _. 73.2 / 62.5 °F g ......- - - Coil CFM at Jun 0300 _. .___. ... _..__..__._. 1318 CFM Leaving DB ! WB .... ._ __. ._._ 58.3 / 55.3 °F Max block CFM _--_. ... ..--- ._.1316 CFM Coil ADP __-. ... 54.4 °F - - --. .__. ....._...._ - -- - - Sum ot peak zone CFM ._ _. ._. ._ _ 1318 CFM Bypass Factor _. _. _ __... ......_ 0.100 Sensible heat ratio --__.-.-- .-. --.__ _ ----. _. 0.879 Resuking RH ....-_-_-. .. ..... ... ._ ._. 55 % ft ._..._.-_.-_- .-- ... ... ... ...... ... 512.9 Design supply temp. -.-. --_- -. 55.0 °F - -.._. BTU/(hr-ftz) -- --- --- ----_._ ... ..... 23.4 Zone T-stat Check --- .-- -----. .---- ----. ._-- --- -. 1 ot 1 OK Water ibw � 10.0 °F rise _. ._. _ WA Max zone temperature deviation _. ._.__. ....... ....__ 0.0 °F Central Heating Coil Sizing Data Max coil load --- -- ....... ..... .---. ----- 14.6 MBH Load occurs at -- - --- ---- -- --. ..._. .-- .--- Apr 0600 -- Cofl CFM at Apr 0600 .- --.--- .-. ---- --.--_ ..... 131a CFM BTU/(hr-ft� ... .---------- ,---._..._. -- ---. ------ .-- -. 12.5 Max coil CFM --- _ --._. ... .-_. -_-_--_. --...1316 CFM Ent. DB / Lvg DB .-- _ . ... ........ .._.___-_ 56.4/66.7 °F Water flow � 20.0 °F drop ... ........ .... ..... ...... _. WA Supply Fan Sizing Data ' Actual max CFM ._.._-- --- --- --- ----- ----- -_ _-1316 CFM Fan motor BHP --.-- __-. _.-- - -. --.-- ..... ._. ._--- _--- 0.15 BHP Standard CFM - �----�- - --....- �--� --- --. .... 1315 CFM Fan motor kW ....... --- - ...... .. ..... ... ....- --- ----. 0.11 kW Actual max CFNVft� .. .-.---- --- - -- 1.12 CFAA/ftz Fan staUc --------------- -- -- -- .--- --.--- -- 0.40 in wg Outdoor Ventilation Air Data Design airfbw CFM _-_ _-- --_ 0 CFM CFM/person ... ... .- ---------_- ....... ..... ._ �.00 CFM/pe�son - -� �-- - CFM/it .... - - -- . . --- ... - ._. 0.00 CFM/ft Hourly Analysis Program v 4.4 Page 1 of 1 , � Air System Design Load Summary for AHU-C1 Project Name: 2010-090 • Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11•19AM DESIGN COOLING DESIGN HEATiNG COOLING DATA AT Jun 0300 HEATiNG DATA AT DES HTG COOLING OA DB / WB 75.9 °F! 72.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Senalbla Latent Sensibie Latent 20NE LOADS De4ails (BTUfhr) (BTU/hr) Details (8TU/hr) (BTU/hr) Window & Skylight Solar Loads 120 ftz 1230 120 ft Wall Transmission 707 ft 578 707 ft� 1666 Roof Transmission 1172 ftz 293 - 1172 ft 1171 Window Transmission t20 ftz 811 120 R 4451 - Skyli ht Transmission 0 itz 0 0 ftz 0 Door Loads 21 it 39 21 ft� 214 Floor Transm ission 0 tt� 0 0 it� 0 Partitions 0 ftz 0 0 ft� o Ceilin 0 ft' 0 0 ftz 0 - Overhead Lighting 1899 W 6478 0 0 Task Li htin 0 W 0 0 0 - Electric Equipment 0 W 0 0 0 People 4 980 820 0 0 0 Infiltration 330 2496 2866 1 Miscellaneous 0 0 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total2one Loada 10738 3316 10388 1 Zone Conditioning - 10903 3316 10305 1 Plenum Wall Load 0% 0 - 0 0 Plenum Roof Load 0°/a 0 0 0 Plenum Li hting Load 0% 0 0 0 - Retum Fan Load 1316 CFM 0 - 1318 CFM 0 Ventilatfon Load 0 CFM 0 0 0 CFM 0 0 Supply Fan load 1316 CFM 390 1316 CFM -390 Space Fan Coil Fans p p Duct Heat Gain / Loss 0% 0 0% 0 » Total S tem Loads 11293 331 g 99/ q 1 Central Coolin Coil 24101 3319 0 0 Central Heatin Coil -12808 9914 - » Total Conditioning 11293 3319 9914 0 Key: PosRive values are clg loada Posltivv values are htg loads Negative values aro htg loads N ive vatues are cl loads Hourly Analysis Program v 4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name 2010-090 - Fort King Unit C2 Builder Name. � �S (��on' C� ��tc �041'�� C V� n Street: Permit OSfice ZEPHYRHILLS � City, State, Zip ZEPHYRHELLS , FL , Permit Number 1��o � Owner Jurisdiction. 6i 1600 Design Location. FL, Tampa 1 New construction or existing New (From Plans) 9 WaII Types lnsulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770 67 ft� " b. N/A R= ft� 3 Number of units, if muitiple family 1 c. N/A R= ft= 4 Number of Bedrooms 3 d. N/A R= ft' 5 Is this a worst case? Yes 10 Ceiling Types insulation Area 6. Conditioned floor area (ftZ) 1194 a. Under Attic (Vented) R=30 0 1194 00 ft� - - b. N/A R= ft 7 Windows Description Area c. NJA R= ft a. U-Factor Sgl, U=0.30 90.00 ftZ SHGC SHGC=0.28 11 Ducts b. U-Factor N!A ft= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft' SHGC. 12. Cooling systems - c. U-Factor• N/A ft� a. Central Unit Cap: 28.0 kBtu/hr - - SHGC: - SEER. 14 d. U-Factor N/A K' 13 Heating systems SFtGC a. Electric Heat Pomp Cap: 28 0 kBtulhr Q_ U-Factor• N/A h� HSPF 82 SHGC 14 Hot water systems 8 FloorTypes Insulation Area a.Electric Cap 50galions a. N/A R= ft= EF 0 91 b N/A R= h� b Conservation features c. N/A R= ft None 15_ Credits CF, Pstat Gfass/Floor Area: 0.075 �.�`�� L I' �� -��t Modified Loads. 31 69 pASS �� F ��'�IS t�aseline Loads 41.53 ° � - Q : � ,,, �,: `� F .. y , - . I hereby certify that the plan;`arit3s i i afI� �ret!�by � Review of the plans and ^�l�E Sr, x , this calculation are in comp�ence vji �FI"�t Energ� *: specifications covered by this ti,�� "=� ��`�p� , Code. '* � �F ��` calculation indicates compiiance �'�= �, ! - STAT � (,�,� � with the F�orida Energy Code �• �- �a-- : - � PREPARED BY: — % p': .�� Before construction is completed r� �� `�`� ' � �'� � � -... DATE: —___.._. _ _._ ••'�� __ this building will be inspected for ��,ry� �`"``"'""�' d. i,,� S'�Q `�� compliance with Section 553 908 *� G , I hereby certify that this bu' ding, as ��jq��i��qpdr�lpliance Florida Statutes. •� re. ��,5 � with the Florida Energy Code. �"�.Fg. OWNER/AGENT:— __ BUILDING OFFI IA : � DATE: _ _ DATE: 8/12/2010 11:48 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 . PROJECT Title 2010-090 - Fort King Unit C2 Bedrooms 3 Adress Type Street Address Bwiding Type. FLAsBuiit Cond�tioned Area. 1194 Lot # Owner Total Stories. 1 SubDivision. # of Units. 1 Worst Case Yes PfatBook: Builder Name. Rotate Angle 315 Street: Perm�t Office. ZEPHYRHILLS Cross Ventilation No County� PASCO � Junsdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS Family Type Mufti-family FL , NewlExisting: New (From Plans) Comment CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645 5 54 Medium - - ROOF / Roof Gable Roof Solar Deck �/ # Type Materials Area Area Color Absor Tested Insul Pitch Hip Composition shingles 1293 ft� 0 ft' Medium 0.96 No 0 22.60000 arnc V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC - — - - --- — ------- — - -- - - - -- Full attic Vented 300 1194 ftZ N N CEILING # ' Ceiling Type R-Va lue _ Area __ Framing F rac __ Truss Type _ 1 Under Attic fVented) 30 1194 ft' 0 11 Wood � . WALLS Cavity Sheathing Framing Solar � #_ Omt _ Adjacent To Wall Ty pe, R-Value Area R-Value Fra ction Absor 1_ W Exterior Frame - Wood 13 242.67 ftz 0_23 � 75 2 S � Exterior Frame - Wood 13 388 ftz 0.23 0 75 - � 3 E Exterior Frame - Wood 13 140 ft' 0.23 0 75 DOORS # Om Door Type Storm U-Value Area 1 W Insulated None 0 460000 21.01049 8/12/2010 11 48 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed [o Worst Case. / Overhang V # Qmt Frame Pa NFRC U-Factor SHGC Storms Are D epth S Int Sh ade Screening 1 S=>SE TlM Low-E Single Yes 0 3 0.28 N 75 ftz 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S->SE TfM Low-E Single Yes � 0 3 0.28 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None • {NF{�TRATION & VENTING / -- Forced Ventilation --- Run Time Fan V Method SlA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Frachon Watts ---- - --- — — - ----- — -- - - _ Default 0 00036 1127 7 08 61.9 116 4 0 cfm 0 cfm 0 0 GARAGE _ # Floor Area Ceiling Area Exp osed Wall Pe Avg. Wali Height Exposed Wail Insulation 1 ?82.8 ft 384 ft� 64 ft 8 ft (invalid) COOLING SYSTEM - # S ystem Typ Subtype Efficiency Capacity Air Flow SHR Ducts 1 Centraf Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 _ HEATING SYSTEM # System Type S ubtype _ Efficie Capacity Ducts 1 Electric; Heat Pump HSPF 8.2 28 kBtu/hr sys#1 HOT WATER SYSTEM # Syste Ty EF Ca U se SetPnt Conserva 1 Electric 0.91 50 gal 60 ga! 120 deg None SOLAR HOT WATER SYSTEM FSEC - Collector Storage Cert # Company Name System Model # Coltector Model # Area Volume FEF None None —{--_ ------ — - fts DUCTS ' / ---- Supply --- --= Retum ---- , Air Percent �� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft� Interior 0 ft Default Leakage Interior (Default) (Default) % 8/12l2010 11 48 AM EnergyGauge� USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y Ceiling Fans. Cooling (X� Jan (X� Feb [X� Mar fX] Apr (X� May (X] Jun rXl Jul (X] Aug rX� Sep rX� Oct fX� Nov rX� Dec Heating X Jan [X Feb [X Mar [x] Apr x] �ay [X� Jun �X] Jul X] Aug [X Sep X Oct � X Nov [X Dec Venting EX Jan (X Feb [X Mar [XJ Apr EX) May [X] Jun �x� ��i Ex� A�y [X Sep Ex occ �x No� [X Dec — -- — - - ------ - - - -- - Thermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 i 2 ---- ------- — - - - -- ----- --- -- - - Cooling (WD) AI41 78 78 78 78 78 78 78 7H 8Q 80 80 80 PM 80 80 78 78 78 78 78 78 I8 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 . 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8l1212010 11 48 AM EnergyGauge� USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: _ PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST - _COMPONENTS __ ' SECTION REQUIREMENTS FOR EACH PRACTICE � CHECK ---�--- — ---- ---- Ex terior Windo & Doors � N11 06.AB i 1 Ma ximum: 3 cfm/sq ft. window area, 5 cfm/ door a rea Exterior & Adjacent Walls � N1106.AB 1 2.1 � Caulk, gasket, weatherstrip or seal between windows/doors & � frames, surrounding wal); foundation & wall sole or sill plate, joints � � beiween exterior wall panefs at corners; utility penetrations, I � between wall panels & top/bottom plates, between walls and floor I EXCEPTION: Frame walls where a continuous infiltration barrier is � iFlStalled that extends from, and is sealed to, the foundation to the --- � I t �P_ � - � - � Floors I N1106.AB 1.2.2 I Penetrations/openings > 1/8" seafed unless backed by truss or i joint members. � EXCEPTIOJV• Frame floors where a continuous infiltration barrier __ __ , is installed that is sealed to the perimeter, penetrations and seams _ __ Ceilings . N1106.AB 1.2.3 r Between walls & ceilings; penetrations of ceiling plane to top floor ` � around shafts, chases, so�ts, chimneys, cabinets sealed to I continuous air barrier; gaps in gyp board & top plate; attic access. - � EXCEPTION: Frame ceilings where a continuous infiltration barrier i I's installed that is sealed at the perimeter, at penetrations and �� -- ----- - ' - -- ' seams —t--- - -------- -- ---- Recessed Lighting Fixtures i N1106.AB.1 2 4 I Type IC rated with no penetrations, sealed; or Type IC or non-IC � i rated, installed insid� a sealed box with 1!2" clearance 8� 3" from ' I � insulation; or Type IC with < 2.0 cfm from conditioned space, , ___ . _ tested Mufti-story Houses ___ __ N1106.AB 1.2.5 Air barrier on penmeter of floor cavity between Floors. � —� -- -- — -- Additional Infiltration reqts N1106.AB 1 3 Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPR, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be rnet or exceeded by all residences.) _COMPONE ` SECTION __ ! RE QUIREMENTS __ • I C HECK Water Heaters N1112.AB 3 � Comply with e�ciency requirements in Table Na 12.ABC.3 Switch �I I I or clearly marked circuit breaker (electnc) or cutoff (gas) must be _ _ _ provided External or built-in heat trap required. � Swimming Pools & Spas i N1112.AB.2.3 � Spas & heated pools must have covers (except solar heated). I � Non-commercial pools must have a pump timer Gas spa & pool j heaters must have a minimum thermal efficiency of 78% � _ _� Heat pump pool heaters shall h ave a m inimum COP of 4.0. Shower heads N1112.A6.2.4 ' Water flow must be restricted to no more than 2.5 gallons per T � minute at 80 PSIG. I �---.. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers I j � shall be mechanically attached, sealed, insulated and installed in I � accordance with the criteria of Section N1110.A6. ___ _ : Duc in unconditioned attics. R-6 min. insulation. � H�/AC Controls N1107.A6.2 Separate readily accessible manual or automatic thermostat for _� each system: __ __ _—� . I�sulation N1104.A6 1 � Ceilings-Min: R-19. Common walls-frame R-11 or CBS R-3 both , N1102.B 1 1 - � sides. Common ceiling & floors R-11. 8/12/2010 11 48 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERF4RMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance lndex, the more efficient the home. , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Walt Types fnsulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 770.67 ft b. N/A R= ft= 3 Number of units, if multiple family 1 c. N!A R= ftz 4 Number of Bedrooms 3 d. N/A R= ft� 5 Is this a worst case? Yes 10 Ceiling Types tnsulahon Area 6. Conditioned floor area (ft � � g4 a. Under Attic (Vented) � R=30 0 1194 CO ft b NIA R= - : ftz 7 Windows" Description Area c. N1A R= ft� a. U-Factor• Sgl, U=0.30 90.00 ft' � SHGC SHGC=0.28 11 Ducts b U-Factor N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 300 ft' _ SHGC• 12. Cooling systems � c. U-Factor N!A ft= a. Central Unit Cap 28 0 kBtu/hr - SHGC SEER: 14 d. U-Factor: NIA ft' �3 Heafing systems SHGC� - a. Electric Heat Pump Cap 28 0 kBtu/hr e U-Factor. N/A h2 HSPF 8.2 SHGC 14 tiot water systems 8 Floor Types Insulation Area a. Electric Cap 50 gallons a. N!A R= ft2 EF 0.91 b N/A R= ft� b Conservation features c. N!A R= ft' None 15 Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �HE Sp �� Construction through the above energy saving features which will be installed (or exceeded) ,�0� �� F , in this home before final inspection. Otherwise, a new EPL Display Card will be completed y �'",,, r w� based on installed Cade compliant features � - ti �,-,.;, ;:..,' ��'.�� -'a� �� "`' - � -¢ a ~ � . . .i _!ic O M Builder Signature: _ Date: - c ,; s �,� Address of New Home City/FL Zip: * l,t, � -� v -- - - — ---- -- — �ob y�,� `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 - , "*Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of App�ndix G of the Fiorida Building Code, Residential, if not DEFAULT. - - EnergyGaugeO USA - FlaRes2008 _ � Air System Sizing Summary for AHU-C2 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: 5GM En ineerin i 1 13AM Air System Information Air System Name AHU-C2 Number of zones __ i Equipment Class SPLT AHU Floor Area ___. _ 1157.0 ft Air System Type _ SZCAV Location Tampa, FloNda Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum ot space alrtiow rates Calcu{ation Months .__. Jan to Dec Space CFM Indlvldual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Deta Total coil load ___ __ 2.3 Tons Load occurs at _._. _. _. Jun 0900 Total coil load 27.3 MBH OA DB! WB _. 8p,q / 73,7 °F Sensible coil load 24.0 MBH Entering DB / WB 73.1 / 62.4 'F Coil CFM at Jun 0900 _ 1309 CFM Leaving DB / W8 _ _.._ _ 56.2 / 55.2 'F Max block CFM _ _ 1309 CFM Coil ADP _. _. _ 54.3 °F Sum ot peak zone CFM 1309 CFM Bypass Factor _. 0.100 Sensible heat ratio _ 0.879 Resulting RH _. _. _ _ 55 % ftzlTon _-- ----- - - ----- -- _ 509.2 Design suppty temp. .... .. .. ._. _- - 55.0 °F BTU/(hrkz) __ _ 23.6 Zone T-stat Check 1 of 1 OK Water fiow � 10A °F rise WA Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Mau coil load _ __ _ 14.6 MBH Load occurs at _..__ _. _. _.�___ Apr 0500 Coil CFM at Apr 0500 _. _._. 1309 CFM BTU/(hr-(t� _. ._. __. 12.6 Max coil CFM ___. __ _. 1309 CFM Ent. DB / Lvg DB .__.__. 56.5 / 68.8 °F Water flow � 20.0 °F drop _ WA Supply Fan Sizing Data Actual max CFM 1309 CFM Fan motor BHP ____ _ 0.15 BHP Standard CFM ._. _ _ 1308 CFM Fan motor kW ___ 0.11 kW -- -- Actual max CFM/ft 1.13 CFM/ftz Fan static _. 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM _ _. 0 CFM CFM/person _. 0.00 CFM/person � CFM/ft ... _ _. 0.00 CFM/ftz Hourly Analysis Prograrn v.4.4 Page 1 of 1 � Air System Design Load Summary for AHU-C2 Project Name: 2010-090 - Fort King Apts 0&16/2010 Pre ared b� SGM En ineerin 11 19AM DESIGN CbOLlNG DESIGN HEATING COOLING DATA AT Jun 090d HEATiNG DATA AT DES HTG COOUNG OA DB / WB 80.4 °F / 73.7 °F HEATiNG OA DB / WB 36.0 °F / 30.3 `F Sensibie Latent Sensfble Latent ZONE LOADS Detafls (BTU/hr) (BTUlhr) Details (BTU/hr) (BTU/hr) Window & Skylight Solar Loads 120 ftz 2532 - 120 ft - Wall Transmission 707 ftz 964 707 ftz 1666 - Roof Transmission 1157 ft 790 - 1157 ft t 156 Window Transmission 120 ft 1111 120 ft 4451 Skylight Transmission 0 ft 0 0 ft� 0 Door Loads 21 ft 53 21 ft 214 Floor Transmission 0 ft 0 0 ft 0 Partitiorrs 0 ftz 0 0 ft 0 Ceiling 0 ft 0 0 ft 0 Overhead Lighting _ 1874 W 6395 p p Task Lighting p yy p - Q � Electric Equipment = 0 W 0 0 0 People 4 980 820 0 0 0 Infiltrat+� 696 2477 2gpg � Miscellaneous - - 0 0 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Totat Zone Loads 13522 3297 10316 1 Zone Canditioning 13585 3297 - 1pgg1 1 Plenum Wall Load 0% 0 - 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 - 0 0 Retum Fan Load 1309 CFM 0 1309 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 p Suppty Fan Load 1309 CFM 388 - 1309 CFM -388 Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss � 0% 0 0% 0 » Total System Loads 13973 3297 - 10293 1 Cential Cooling Coil - 23368 3300 0 0 Central Heating Coil -9994 - 10293 » Tptal Condltloning 13973 3300 10293 0 Key: Posltive values are clg loads Posittve values are htg loads N ative values are ht loads Ne ffiIve values are clg toads Hourly Analysis Program v 4.4 Page 1 ot 1 FORM 1100A-08 FLORlDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Pertormance Method A Project Name 2010-090 - Fort King Unit C3 Builder Name: h �S I �O�-jo�2 ��Gtt r� Cc�� Street: Permit O�ce ZEPHYRHILLS J City, State, Zip Z�?HYRHIILS , FL , Permit Number � � Z.��, Owner• Jurisdiction: 611600 Design Location: FL, Tampa 1 New co�struction or ewsting New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Mufti-family a. Frame - Wood, Exterior R=13 0 770 67 ftz b. N/A R= ft� 3. Number of units, "rf muttiple family 1 c. N/A R= ftz 4 Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ftz) - - 1240 a. Under Attic (Vented) R=30 0 1240 00 ftz b. N!A - R= ft 7 Windows Description � � Area � N�A R- ft a. U-Factor• Sgl, U=0.30 105.00 ft� SHGC• SHGC=0.28 11 Ducts b U-Factor N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 300 ft SHGC: _ 12. Cooling systems c. U-Factor N/R ftz a. Central Unit Cap 28.0 kBtu/hr SHGC - SEER: 14 d. U-Factor N/A ft� t3 Heating systems SHGC a. Electric Ffeat Pump Cap: 28 0 kBtu/hr e. U-Factor. N/A ft� HSPF 8.2 SHGC 14 Hot water systems 8 Floor Types Insulation Area a Electric Cap 50 ga�lons a. N/A R= ft� EF 0.91 b. N/A R= ft1 b Conservation features c. N!A R= ft' None 1it11J/ 15. Credits CF, Pstat ��AE�-� •• af�-Built Modified Loads: 32.34 pASS Glass/Floor Area. 0.� �......� ♦ � �r4 ��. N ..� .�j '�tal Baseline Loads 42.38 = � � N 785 '• � I hereby certify that t�ie- n� arid ' ations cpv�d�y Review of the plans and 0� � ST,, this calculation are irr,�o�lian ��,{ida�r�rg� specifications covered by this �. _ = p Code. � �� yj ` calculation indicates compliance �'�;r �' � `'� �� :+ i �� ' � �Q �..• � �� with the Florida Energy Code. � '� �,-,' `.` �;; ; ' , �� `` ' d ; �p PREPARED BY' ! •• . �_ � Before construction is completed c� �;,�,"�-'` �. ,�;�� -"� '� DATE. � � this building wilt be inspected for �" ' ��"`��, �/�� f/, "� ' ,�� compliance with Section 553.908 ,� —� {. I hereby certify that this building, as designed, is in compliance Florida Statutes. � 9Y - �' y�rE wifh the Florida Ener Code. OWNER/AGENT:— __ _ __ BUILDING O FI I,:_ DATE: -- DATE: ' ' / � - 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 1 0{ 5 .« � v . , ' v h � 'V i � i ' C.k > t: �'°'�� • � ° .. �` ., ,k Vh t 4 � � ° ! n a � .n '; . : ' '* > , ` _ i� . n PROJECT Tit�e 2010-090 - Fort King Unit C3 Bedrooms: 3 Adress Type Street Address Building Type. FLAsBuilt Conditioned Area. 1240 Lot # Owner Total Stories: 1 SubDivision. # of Units. S Worst Case: Yes PlatBook: Builder Name. Rotate Angle. 315 StreeC Permit O�ce ZEPHYRHI�LS Cross Ventilation� No County� PASCO Jurisdiction. 671600 Whole House Fan: � No _ City, State, Zip ZEPHYRHILLS . Farriily Type Muiti-family FL , NewlExisting: New (From Plans) Comment CLIMATE - / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 °6 Winter 5ummer Degree Days Moisture Range FL, TamFa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF - - / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor Tested Insul. Pitch Hip Composition shingles 1293 ft� 0 ft' Medium 0 96 No 0 22.60000 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Fuli attic Vented 300 1194 ft� N N CEILING # Ceiling Type _ ____ R-Value _ Area � Framing Frac Truss Type 1 Under Attic (Vented) 30 1240 ft� _ 0 11 Wood WALLS Cavity �Sheathing Framing Sotar �_ # Omt _ Adja cent To Wall Type R-Value Area R-Value Fraction , Abso 1 W Exterior Frame - Wood 13- 242.67 ftz 0.23 0 75 2 S Exterior Frame - Wood 13 388 ft� � 0.23 0 75 3 E Exterior Frame - Wood � 13 140 ft' 0.23 0 75 DOORS #_ Omt _ Door Type Storms U Are 1 W Insulated None 0 460000 21 01049 8l12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case , / Overhang V # O rnt Frame Pan es NFRC U-Fac S Sto rms Area Dep th Se paration !nt Shade Scre ening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 90 ft 1 ft 0 m 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0 3 0.28 N 15 k 6 ft 0 in 1 ft 0 in HERS 2006 None INFlLTRATION � VENTING / --- Farced Ventiiation ---- Run Time Fan �� Method SLA CFM 50 ACH 50 ELA EqLA 5upply CFM Exhaust CFM Fraction Watts Default 0 00036 1171 7.08 64.3 120.9 0 cfm 0 cfm 0 0 GARAGE # Fi oor Area __ _ Ceiling Area E xposed Wall Perimeter Avg. Wall He�gh Ex posed Wall Insulation 1 382.8 ft� 384 ft � 64 ft 8 ft (invalid) - COOLING SYSTEM _ _ # Syst Type _ Subty Ef ficiency Ca pacity Air Flow SHR Ducts 1 Centra� Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 HEATING SYSTEM __ # System Ty pe _ Subtype E�ciency Capaci Ducts 1 Electri� Heat Pump _ HSPF 8.2 28 kBtulhr sys#1 HOT WATER SYSTEM # System Type _ EF Cap Us SeiPnt Conserv --- -- ------- --- 1 Eiectrfc 0 91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM • FSEC Colledor Storage � Cert # Company Name System Model # Collector Model # Area Volume FEF ' None None ft� DUCTS / --- Supply ---- --- Return --- Air Percent , �� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF - 1 Att�c 6 300 ft� interior 0 ft Default Leakage Interior (Default) (Default) % 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y Ceiling Fans Heating rX] Jan �h� Feb �X� Mar €X� Apr �X� May �X� Jun �X� Juf €X� Aug €X� Sep �X� OcE �X� Nov €X� Dec Venting [X� Jan Thermostat Schedute HERS 2006 Reterence Hours Schedule Type — 1 2 3 4 5 6 7 8 9 10 11 12 -- — -- -- -- -- — --- ---- Cooling (WD) AM 78 78 78 78 78 78 78 --- 78 80 — 8p --- gp 80 PM 80 80 - 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 7S 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Chektist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #: - ZEPHYRHILLS, FL, INFILTRLkTION REDUCTION COMPLIANCE CHECKLIST COMPONEN SECTION REQUI REMENT S FOR E ACH PRACTICE CHECK - --- - - ------- --- - - - - -- - - - - - -- - Exterior Windows 8� Doors _� N1106.A6 1 1 �_ Maximum .3 cfm/sq.ft, window area; 5 cfmisq ft. door area. ----- --- - -- — - --- - - -- - - -- i Exterior 8� Adjacent Walls N1106.AB 1.2.1 Caulk, gasket, weatherstrip or seal between. windowsldoors & � frames, surrounding wall; foundation & wa{I sole or silf plate, joints � ' between extenor wall panels at comers; uti(ity penetrations; � between wall panels & top/bottom plates, between walls and floor � � EXCEPTION. Frame walls where a continuous infiltration barrier is i ! � installed that extends from, and is sealed to, the foundation to the �', - - _� top ptate � _ Floors , N1106.AB 1.2.2 : Penetrations/openings > 1/8" sealed unless backed by truss or � joint members. � EXCEPTION Frame floors where a continuous infiltration barrier ______ _ I is installed that is sealed to_the perimeter�enetrations and seams. }---- --- Ceilings N1106.A6 1.2 3 r Between walls & ceilings; penetrations of ceiling plane to top floor; I around shafts, chases, soffits, chimneys, cabinets sealed to � � � continuous air barrier; gaps in gyp board 8� top plate; attic access � EXCEPTION. Frame ceilings where a continuous infittration barrier - i is installed that is sealed at the perimeter, at penetrations and ______ seams - ----- - -- ------- -- ------ - - � - -- Recessed Lighting Fixtures � N1106.AB 1.2.4 i Type IC rated with no penetrations, sealed; or Type IC or non-IC � �' � rated, installed inside a sealed box with 1/2" clearance & 3" from � � I insulation; or Type IC with < 2.0 cfm from conditioned space, � tested. � ---- - -- -- - ---- -- ---- ----- - -- - - - - Multi-sto Houses __ N1106.AB 1.2.5 Air barrier on penmeter of floor cavity between floors. � - �- -- Additional Infiltration reqts I N1106.AB 1 3 � Exhaust fans vented to outdoors, dampers; combustion space i - , heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) . , COMPONENTS SECTION___ REQUiREMENTS CHECK -}---- Water Heaters N1112.AB 3 r Comply with e�ciency requirements in Table N112.ABC 3 Switch � or clearly marked circuit breaker (electric) or cutoff (gas) must be I _ �_ �� provided E�ernal or built-in heat trap required. Swimmin Pools & S as N1112.AB.2.3 a& heated 9 P p pools must have covers (except solar heatedj � � Non-commercial pools must have a pump timer Gas spa & pool I i heaters must have a minimum thermal efficiency of 78% � Heat um� pool heaters shall have a minimum_COP of 4.0 __�_ - Shower heads N1112.A6.2.4 � Water flow must be restricted to no more than 2.5 gallons per _ ' minute at 80 PSIG. Air Distribution Systems N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers I I I shalf be mechanically attached, seafed, insulated and instalied in ' accordance with the criteria of Section N1110.AB __ __ f Ducts in un conditioned attics. R-6 min. insulation ; HVAC Controls i N1107.AB.2 Separate readily accessible manual or automatic thermostat for _ .�_ each system. __ __ _____ _ _ - - --�. ._ _ Insulation N1104.AB 1 i Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both � " N1102.B.1 1 � sides Common ceiling & floors R-11 - 8l12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home_ , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood. Exterior R=13 0 770 67 ft� b. N/A R= ft� 3 Number of units, if multiple family 1 c. N!A R= ft 4 Number of Bedrooms 3 d. N/A R= ft 5 Is this a worst case? Yes 10. Ceiling Types Insulation Area 6 Conditioned floor area (ft�) 1240 _ a. Under Attic (Vented) R=30 0 1240 00 ftz b. N/A R= ft 7 Windows" - Description Area c. N!A R= ft a. U-Factor Sgi, U=0.30 105.00 ft' SHGC SHGC=0.28 11 Ducts b U-Factor - N/A ft� a. Sup. Attic Ret Interior AH• Interior Sup R= 6, 300 ftz � SHGC. 12. Cooling systems c. U-Factor N/A _ ft� a. Central Unit Cap 28 0 kBtu/hr SHGC SEER: 14 d. U-Factor� N(A ft� 13 Heating systems SHGC a. Eiectric Heat Pump Cap 28 0 kBtu/hr e. U-Factor• N/A ft' HSPF 8.2 SHGC 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap 50 galions a. N!A R= ft' EF 0.91 b N/A R= ftz b Conservation features c. N/A : R= ft' None - 15. Credits CF, Pstat I certify that this home�has complied with the Florida Energy Efficiency Code for Building 4�HESrAT Construction through the above energy saving features which will be installed (or exceeded) ti o ��@�� , F G ,, in this home before final inspection Otherwise, a new EPL Display Card will be completed k�` ,`% ��:� ,;��, �n f•..,. based on instailed Code compliant features �. u,,,,� .;, :;..:_';`;;��',� �p . � _ ;�; ,�,.�, � p - Builder Signature: Date � Y�, $ �• � �""''-� �` � — t y �� - Address of New Home Cit /FL Zi � � Y P �- � � y --- – - ------ C "Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy EfFiciency Code for Building Construction, contact the Department of Community Affairs at (8�0) 487-1824. ''�Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the-Florida Building Code, Residential, if not DEFAULT. - = EnergyGaugeO USA - FlaRes2008 � Air System Sizing Summary for AHU-C3 ` Project Name: 2010-090 - Fo�t King Apts 08/16/2010 Pre ared b• SGM En ineerin 11 19AM Air System information Air System Name AHU-C3 Number of zones 1 Equipment Class _ SPLT AHU Ffoor Area 1240.0 ft Air System Type SZCAV . Location ___ Tampa, Florida Sizing Calcuiation lnformation - Zone and Space 5izing Method: Zone CFM __. Sum of space alrflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data __ __.. Caiculated Central Cooling Coil Sizing Data Total coil load _ _. 2.4 Tons Load occurs at _. __. ._. _. Jun 0900 Total coil load 28.2 MBH OA DB / WB _____._.__. 80,4 / 73.7 °F Sensible cal toad 24.7 MBH Entering DB / WB 73.2 / 62.4 °F Coil CFM at Jun 0900 1349 CFM Leaving DB / WB 56.2 / 55.1 °F Max block CFM _ _. 1349 CFM Coil ADP _ 54.3 °F Sum of peak zone CFM _ 1349 CFM Bypass Factor _._. __ 0.100 Sensib�e heat ratio _ 0.877 Resulting RH - 55 % ft _ _ 527.3 � =Designsuppiytemp. ._.._ ._ _ _. 55.0 °F BTU/(hr-ft 22.8 � Zone T-stat Check 1 oi 1 OK Water flow � 10.0 'F rise WA Max zone temperature deviation _ 0.0 °F Central Heating Coil Sizing Data - Max coil load .__._. ._ _._. _.__ 15.0 MBH Load occurs at ___ ... ... ._ Apr 0500 Coil CFM at Apr 0500 _. _. ._. 1349 �FM BTU/(hr-ft� _. _. _. 12.1 Max coii CFM __ ._. 1349 CFM Ent. DB / Lvg DB ._. .__. _. 56.5 ! 66.8 °F Water flow � 20.0 'F drop __._. ___. N/A Supply Fan Sizing Data Actual max CFM._ _ 1349 CFM Fan motor BHP .__ ____ 0.16 BHP Standard CFM 1347 CFM Fan motor kW __. ___ _.._ _._..__ ._. ._ 0.12 kW Actual max CFNVft _. ._ _ 1.09 CFM/ft Fan static ___ ._. _._ 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM _. � 0 CFM CFMlperson _. 6.00 CFMVperson CFNVft 0.00 CFM/ft z - Hourly Analysis Program v.4.4 Page 1 of 1 � Air System Design Load Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11 19AM DESIGN COOLING DESiGN HEATING COOLING DATA AT Jun Q900 HEATING DATA AT DES HTG COOLING OA DB / WB 80.4 °F! 73.7 °F HEATiNG OA DB / WB 36.0 °F /30.3 °F Senslble Latent Sensibla Latent ZONE LOADS oetaiis �eTUm►1 (BTU/hr) Details �s �erumr� Window 8 Skytight Solar Loads 12p ft 2532 12p }�z Watl Transmission 707 ftz 964 707 ft 1666 Roof Transmission �2qp nx gqg �24� hZ �239 Window Transmission 120 ft 1111 - 120 ft 4451 Skylight Transmission 0 ft 0 - 0 RZ 0 - Door Loads 21 ftz 53 2t ft� 214 Fioor Transmission 0 it 0 - 0 ftz 0 Partitions 0 ft 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 Overhead Lighting 2009 W 6854 _ p - p Task Lighting 0 W 0 - 0 0 Electric Equipment 0 W 0 0 0 " P�P 4 980 820 0 0 0 lnfiltration - 746 2653 3032 1 Miscellaneous p � _ Q - � Safety Factor 0°l0 / 0°/, 0 0 � 0% 0 0 » Total Zone Loads �qpg� 34�3 �0602 1 Zone Conditioning - 14184 3473 9931 1 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 - Retum Fan Load 1349 CFM 0 - 1349 CFM p Ventilation Load 0 CFM 0 0 o CFM 0 0 Supply Fan Load 1349 CFM 400 1349 CFM -400 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss pq, Q _ , � 0 /a 0 - » Total System Loads 14584 3473 g53� 1 Central Cooling Coil - 24744 3476 0 0 Central Heating Coil -10160 g�i _ » Total Conditloning 14584 3476 • - 9531 0 Key: Positive values are clg loads Positive values are htg loads Negative values are ht loads Negative values are clg loads Hourly Analysis Program v 4.4 Page 1 of 1 F' �rida Building Code Online Page 1 of 3 . 'r. � ; � y �; ' w � . .. � t�, '��a.. � . Yiq ;., g '�A� V z.i , ... I . �gS`.,.�„ �'` " .:7 .,,° ' 3 � � � , . . ,z,e� �..��. " „"� ',€8�; ,� ,, �g ;� �.£. �4, � � ; ��, - �,, : " � :` ; � � " �.�<. `�:`' . �' �•• .,~�': ,.�,_. , ��: � _ . .., . r= ` . w, < �'.. .. .� , �. - „�, � .. � �:-> . � ,. �" - . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � �,.: �` Product Approval � ' �c° USER: Public User �. � < � • ��:. ,�'� • � Product Approval Menu > Product or Application Search > Application List > Application Detail , . � •;�,, FL # FL5823-R4 ` Application Type Revision > .e .,,s :�. `'' � Code Version 2007 'i�F. Application Status Approved � Comments - � �"s' Archived ;. � . Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE -� Validation Checklist - Hardcopy Received httt�•//ww��v flnri�ahnilr�ina nrn/r�r/r�r anr, .�tl aer�v7r�orom�c.� r_��nrn ,,,�rl,,.,r,�aZ'��D,t:ur «e�;�ii��...,.� n i�ni�nnn Florida Building Code Online Page 2 of 3 Certificate of Independence FL5823_R4_COI_510484A (Eval Rep_SH-8100 Impact) pdf Referenced Standard and Year (of Standard) Standard Y ear AAMA/101/I.S.2-97 1997 AAMA/101/I.5.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 , .._. . _..._. . __.. .._... _ _._.. . _.. .._._....__ - �Summary of Products 3 � FL # Model, Number or Name Description � 5823.1 - �8100 Vinyi Single Hung 8100 Vinyi Single Hung (Tmpact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact).pdf a Approved for use outside HVHZ: Yes F�5823_R4_II_DuPont_PVB_NOA_OS-120$_02.pdf ' Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Oi,pdf Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports ? FL5823 R4 AE 510484A (EvalRep SH-81 � Im�act). odf a Created by Independent Third Party: Yes 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) ; Limits of Use Installation Instructions � Approved for use in HVH2: Yes FL5823_R4_II_CWS-155A {SH-8100 Impact).pdf '': Approved for use outside HVHZ: Yes FL5823_R4_II DuPont_PVB_NOA_05-1208_02.pdf ; Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Ol.�df Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Re� S_H-8100 � Impact1pdf Created by Independent Third Party: Yes � � 5823.3 SH-8100 Vinyl Singfe Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR 3 Duty i Limits of Use Installallon Instructions � Approved for use in HVH2: Yes FL5823 R4 II CWS-369 (SH-8100 Im�act 52x72 10_0_ � Approved for use-outside HVHZ: Yes DP . df Impact Resistant: Yes FL58.2.3_R4 II_DuPont_SGP_NOA_07-1116-04.pdf � Design Pressure: +500/-100 FL5823_R4_II Mikron_NOA_06-1220_Ol.pdf � Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 j Created by Independent Third Party: Yes � a httn://www_fl�ridahnilc�inu nru/nr/nr ann rltl acr�x�naram=�u(`,F�IX(lurtTl�.,T�f.�F��Rd;�TT rQ;��xT7.,,�, n ��ni�nnn F�orida Building Code Online Page 3 of 3 I Evaluation Reports j FL5823 R4 AE 510965 (Eval Rep SH-8100 Impact 100 ; DPLpdf Created by Independent Third Party: Yes ; 5823.4 �SH-8100 Vinyl Single Hung Oriel SN-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. i Limits of Use Installation instructions � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-295 (SN-8100 Impact 52x96) pdf j Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02.ndf � Impact Resistant: Yes FL5823_R4_II_DuPont_SGP_NOA_07-1116-04.pdf ' Design Pressure: +67.5/-67.5 FL5823_R4_II_Mikron_NOA_06-1220_Oi.pdf i i Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 � psf. Created by Independent Third Party: Yes ; Evaluation Reports � FL5823_R4_AE_510868 (Eval Rep_SH-8100 Impact ' S2x96).pdf . Created by Independent Third Party• Yes � _.._........._._...._......._ ....... ......----._._.. ... ...._.... ._......................_. _. .. i Back Next DCA Administration Department of Community Affairs Florida 8uild/ng Code On/Ine Codes and SbndaMs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O z000-2005 The State of Florida. All rights reserved. Copyriaht and Disclaimer Product Approval Accepts: � ?Ch�ck YRtiBiqp � saea:rd s YEP{FY� Zttp://www.floridabuildin�.or�/nr/nr ann rltl acnx�»aram=w(" rFVX(1�utT1nv1VTr1F(�7RdiT-TT rCiF`JU7mZm.. n i�oi�nnn � � c� � 0 w ~ " O N � y 2 Q ]. 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Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue � Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �� Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity " Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE �; Validation Checklist - Hardcopy Received zttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2bOIhBh1 PixnOR2S3G03... 4/29/2009 Florida Building Code Online Page ? of 3 Certificate of Independence FL5859_R3_COI_510488A (Evai Rep_PW-8300 Impact) pdf Referenced Standard and Year (of Standard) Standard Y AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval O1/09/2009 Date Approved 02/03/2009 ____________ ____.___,_�______..._---__,___, __ ____ �_ ____.---.-----.._ _ _ 'Summary of Products j FL # Model, Number or Name Description � � 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. � ; Limits of Use Installation Instructions '' ; Approved for use in HVHZ: Yes FL5859 R3 II CWS-159A (PW-8300 Impact�df � ` Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05-1208 02.pdf Impact Resistant: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04 pdf ' � Design Pressure: N/A FL5859_R3_II_Mikron_NOA_06-1220_Ol.pdf { � Other: Large Missile, 76" x 62", DP =+/- 67.5 psf Verified By: Roberto Lomas 62514 � (Impact w/heat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes 48" x 72", DP =+/- 55 psf (Impact w/ annealed glass, Evaluation Reports ?PVB) FL5859_R3_AE_510488A (EvalRep_PW-8300 � Imnact). pdf � ; Created by Independent Third Party: Yes 5859.2 PW-8300 Vinyl Fixed PW-8300 Vinyl Fixed Impact Window. Limits of Use Installallon Instructions Approved for use in NVHZ: Yes FL5859 R3 II CWS-337 (PW-8300 Impact 72x76�.pdf j ' Approved for use outside HVHZ: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04.pdf j Impact Resistant: Yes FL5859_R3_II_Mikron_NOA_06-1220_Ol.pdf ; Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 ' Other: Large Missile, 72" x 76", DP =+/- 67.5 psf Created by Independent Third Party: Yes ' �(Impact w/ heat strengthened glass, SGP). Evaluation Reports � FL5859_R3_AE_510870 (Eval Rep_PW-8300 Impact � 72x76).pdf j Created by Independent Third Party: Yes ! Back Next DCA Administretlon Department of Community Aflslrs F/orlda Bulld/ny Code On!!ne Codes and SbndaMs 2555 Shumard Oak Hou/evard http://www.floridabuildin�?.or�/nr/nr ann dtl.a.snx?naram=wC'TRVX[lwtT)nt% a»o»nno Florida Building Code Online Page 3 of 3 Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-&436 OO 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaim�r Product ApprovalAccepts: � eCF�k V�rifFfyq f�tiri�d VERI/Y� � �� ittp://www.floridabuildin�.org/pr/pr anp dtl.asnx?naram=wGEVX(�wti�at%, ai�oi�nno g � � � _ W � � U � � �y p N � ^ � O 3 �Z N � O O y � � � �j � ^ Z . � W K 2 N d W � r � � U p� R M� o �� ? �� 5 �a �Z � � W � a � O H �� # W � � � LL W W m d S� < Q �� N = F �� W SV 64 �� O � W X < q SL� w � 1u ��y� � � �WJ = Z LL O =~~� Z� b � mm LLJ '� V �� J QS� � �0 �� 3� �� 8 ° _ � �� W " �� o � � � �� . , � Z` u N O tA L^'� � W � g � � fL ' "'_ _ `/ '�, w � a � � � � ��J ¢ p 3 w � � �.� �e. . 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' �; �; • r � ^:a� �' . '>�: ..�' '��Y �", � � � R 5 ' X �� Tm1 , . ( $ A � a 2 4� i , �'f"� e �r �% � ix� � ..V ' .�' p �..'> & �5 .•• ;. .� t 3.,�' :a� =F" -�" - ... - r_ .. ' '" ,. . "tr b ..��.s..as,a�A;�„�vr,; �" "�::. .. , .. '£ „ .: . °'u. s� .. . . ' ` .. • , ..>.� . �;. - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval ,sa'�°' �� USER: Public User �€ " 3; Product Approval ��enu > Product or Applicatian Search > Application List > Application Detail ;�: ° , 5 FL # FL11100 , , ¢ � Application Type New ,�•�- f Code Version 2007 Application Status Approved , -''_ ` �° Comments , - Archived � . :�; � Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 (813) 248-3456 flvalidation@yahoo.com Authorized Signature Scott Brown flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing , Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fiorida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden � Validation Checklist - Hardcopy Received Certi�cate of Independence FL11100_RO_COI_Letter of Certification.pdf Referenced Standard and Year (of Standard) Standard Year - Florida Building Code 2007 nttp://www.floridabuildin�.or�/nr/nr ann dt1 .aSUx?uaram=wC'rF,VXnwtnattaC'Tcin'�C'TVi�in(1r1V191rVYSk�, a��4��n�q Florida Building Code Online Page 2 of 3 TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/17/2008 Date Validated 07/20/2008 Date Pending FBC Approval 07/24/2008 Date Approved 09/15/2008 -------- — —�.._ __----------.�.__—_�_._---------- -----...- - iSummary of Products ; FL # Model, Number or Name Description 11100.1 1- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide ; Baffle for Shingles" Off Ridge Vent Attached to Wood Deck ' Limits of Use Installation Instructions � Approved for use in HVHZ: No FL11100_RO_II_Standard Off Ridge Vent Details FL j Approved for use outside HVHZ: Yes 5219.i.pdf > Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 ' Design Pressure: +N/A/-N/A Created by Independent Third Party: Yes ; Other: This product shall not be installed on roof slopes Evaluation Reports ' less than 4:12. This product shall not be installed on roof FL11100 RO AE 11100 1 Eval pdf j mean heights greater than 33 feet. Refer to applicable Created by Independent Third Party: Yes � building code for required ventilation. This product is not j approved for use in the High Velocity Hurricane Zone. j Refer to Evaluation Report. � 11100.2 2- "Flat Top Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide ' Baffle for Tile" Off Ridge Vent Attached to Wood Deck j Limits of Use Installation Instructions � Approved for use in HVHZ: No FL11100_RO_II_Flat Top off Ridge Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 � Impact Resistant: N/A , Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product shall not be installed on roof slopes FL11100 RO AE_11100.2 Eval.pdf less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mea� heights greater than 33 feet. Refer to applicable building code for required ventilation. This product is not approved for use in the High Velocity Hurricane Zone. i Refer to Evaluation Report. ; � 11100.3 3- "Round Top Off Ridge Vent Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide ! with Baffle for Tile" Off Ridge Vent Attached to Wood Deck i Limits of Use Instailation Instructions j Approved for use in HVHZ: No FL11100 RO II Round Top off Ridc�e Details �df i Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes i ; Design Pressure: N/A Evaluatlon Reports � ; Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.3 Eval�pdf � less than 4:12. This product shail not be installed on roof Created by Independent Third Party: Yes ° mean heights greater than 33 feet. Refer to applicable building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. Refer to Evaluation Report. � 11100.4 4- "Standerd Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4`, 6', 8', or 10' Wide � � Permanent Baffle for Shingles" Off Ridge Vent Attached to Wood Deck � i rlttp :/1www.floridabuildin¢.ore/nr/nr ann dtl_acnx?naram=w(`TFVXC1wtT�nttaC` Q1rVVGLt, n i�oi�nn� Florida Building Code Online Page 3 of 3 ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL11100 RO II Standard Off Ridge Vent Detaiis.pdf ' ' Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 ' Impact Resistant: N/A Created by Independent Third Party: Yes � Design Pressure: N/A Evaluation Reports ; Other: This product shall not be installed on roof slopes FL11100 RO AE 11100,4 Eval_pdf � less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes ; mean heights greater than 33 feet. Refer to applicable 3 building code for required ventilation. This product is not ; approved for use in the High Velocity Hurricane Zone. 's Refer to Evaluation Report. Back Next DCA Administra ion Department of Community ANairs Florida Bui/ding Code Online Codes and Standa�ds 2555 Shumard Oak Bouleva�d Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O �000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Produd Approval Accepts: � eCt�ck � Yrriblpn � � StlturOtl YEil�FY� � ittp://www.floridabuildin�.ore/nr/nr ann dtl.asnx?naram=wC'TF.VX(lwtT�ntta!'' qU��vcv�, n i7ni�nn� � Thompson Archltectural Me tals Comparly Product Evaluation Report for Standard Off Ridge Vent with Baffle for Shingles Florida Product Approval # 11100.1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: 9B-72.070(1)(d) NON HVHZ Enqineer Evaluator• Terrence E. Woife, P.E # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 ` ,��u� 1 �, i ,,. ��, �, � c E• E • � ��i � � C � Ns � ` � , ,ri � Pb. 4�➢,� (j• F � .-�, ' �;" ~ . ,,(F�..., �Ir�.__.. `--'t;-�yE``...,F�%x ; �{,�'(�,.r�, .. ``°� �� i .e • . w �� : �p'. sT�� o� ; � ` w '�, a .�: . AL p R I'� f' `+h`.�� i E'� • . 'ti �� ,,,, �� 4 � � � �<<��,,, 1 of 3 July 16, 2008 Product Manufacturer: - Thompson Architectural Metais Company 5015 E Hillsborough Ave. Tampa, FL 33610 813-248-3456 Product Description: Standard off Ridge Vent with Baffle for Shingles. Vent Dimensions 4'/4' Tall x 24" Wide x 4', 6', 8' or 10' Long Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1523.6.5.2.13. Documentation Supporting the Compliance Statement: The product has been tested by PRI Asphalt Technologies Project # LVTI-006-02-01 in accordance with: • TAS 100(A)-95 Test Procedure for Wind and Wind Driven Rain Resistance and/or Increased Wind Speed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Limitations and Conditions of use for NON HVHZ: Material Standards: 26 Ga. with a minimum yield strength 50 ksi. Material shatl comply with FBC, Section 1507.4.3 Minimum Roof Slope: Minimum Roof Slope 4:12 Roof Mean Height: Maximum roof inean height this product shall be installed is 33 feet. Substrate Description: Minimum 15/32" plywood. Must be designed in accordance w/ FBC Chapter 23. Vent to Wood Deck Fasteners: 11 Ga. min 1-1/4" Corrosion Resistant, Annular Ring Shank Roofing Nails @ 6" O.C. Max Vent Installation: , ,,��►s��i�rr�� i ♦`� � N•� E• �• �'s' �� i �� Q��' 1 � � N S �� : �v,• b C�' : �` i � '�• ''�'`' '.�` ,�, - . No..�qq� ` y �-„ n � *�..._ � �" _�' � . �e��;��(,�,��,.(t`}..... , � �, � �O' STAT! CF - : a : ' �� :,�»arr.� ,��i" A L 0 R 1� P` •�+{`',� M �n , ��i '�I � ' ' �11�� •�� O+r � � � ti�� 2 of3 July 16 2008 Loosen shingle tabs adjacent to vent opening and remove any nails that might interfere with installation Appty Tamko Roofing Products ASTM D 4586, Type I, Heavy Bodied Flashing Cement, or equal to the underside of the vent flange. Install vent flange beneath loosened shingles and align with deck opening. Attach flange to deck with nails through-fastened 1-1/2" from each end and 6" O.C. thereafter, and 1" from the outer flange edge. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. After adhering loosened shingles, install 26 gauge spoiler on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Fasten the baffle to the vent with (2) #10 self- drilling screws (Corrosion Resistant) in factory formed holes on both sides of vent. Install the vent system according to the manufacturer's installation instruction Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 ' ��is�� i �,. �`� ic N � E ' �• w ��i , ��' 4 � C� N S �,' �.l��i i � • F ,-- . f + . No.4�9� �,��'�:? � �;�� , , �� ' � *�.._ .. _ ,,��_ � a ,., , ��. _ � _ +a• STATEOE :a`1, � �'. W • �� Z p RI 1� 4'' •�4'��• sranes � F,r • . 1 �� i��r» ,�� N �«��?G1,, 3 of3 July 16, 2008 `�'�' Thom son Architectural ( 248-3456 , � p (800} 248-3456 ��: -. . . 3 : ...._ �� etals Fax (813) 247-4616 � www gometalroofing. co»: OFF RIDGE ROOF VENT INSTALLATION � p1 STANDARD OFF RIDGE VENT PREPARATi�N � --- -T- � Minimum 4112 pitch required. J ;-- �r I�.�S• Cut out the off ridge opening in the roof sheathing as shown in Figure A. Size the opening in accordance with the correct cutting data models and locate the opening 6" minimum off the peak of B� -P� -r TILE OFF R1DGE VENT the roof as shown in Figure B. For single vent j g applications, install vent as close fo the center of �-�-{ E---�5�5•---�3�•i the roof length as possible. Install multipfe vents in evenly spaced areas of the entire roof length. STaNDARD OFF RIDGE VENT Do not cut into trusses or rafters when cutting '= `�`� �- -- .,i: .�ea.;�;,a� R'a�-�'-T= �' �rc� ;. c�t.aui : ;�� ; .. �� r��- : _:� , hole in the roof. _ __ _ , �: �:�� _. . ;�"�.� �i^,:; s�� 4' 46.25 138 5.5" 46" x 3" 6' 70.25 210 5.5" 70" x 3" FtTTING g' g4.25 282 5.5" 94" x 3" Remove interfering shingle naiis around the �o� �is.zs 3sa s,s• i�a^ x s° perimeter of the opening. Slide top and side flanges of the vent up and under shingles. Allow the bottom TILE OFF RIDGE VENT =� �- . �_:- .��;,.,. . .. vent flanges to lay on top of shingl s. '�= =_ ��.. . _ �" e ' :.�,:;_. .....: -z3, �:_�� `� �`' �C�t"Ouc: �� ' _ �� - � `��, _ -:��` _ ;��;A. , 4' 46.25 138 8.5" 46" x 3" MOUNTING s� �0.25 Zio s.s° �o° X 3° Care should be taken in keeping the vent properiy 8' 94•25 282 e.s" sa° x a° aligned. Nail in place using 1-1/4" coating roofing �o� �ia.2s 354 s.5° iis°x 3� nails spaced approximately 6" - 12" on center and 1-1/2" from each end. Roofing cement should be a,�-o�� applied to alt shingle edges and nail heads to J 6'Minimum prevent water leakage. In severe weather coastal !�" Peako�r construction zones, caulking around entire �"' �, QutlNe of Vent // perimeter, under vent flanges and near outer edges ��se �4�'�G-�'�� d. / �� t� F1G. B � � ,.... 0 � �� • Q` •' � °• r / : f.� ' �' F �' : • -- �,p �v Flc. c .*, : T�W: s " ets �orlda Building Code Table 1507.5.3/1508.4.3 • • 7� � Back Slope ot Roof . � � % • OMPSON �B METALS • 5015 E. Hlllsborough Avenue • Tampa, FL 33610 �(82� 2483456 • Fax (813) 24?-4616 . •�� '•.•�►�' ♦ � � Id�ss�0(N �� .?�,,` '�� JUI 1 � 200� Installation Method Thompson Architectural Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Vent Throat . �— � III � / II �'il;� � h Vent Base ��%, ; {� � 4 Baffl Nomine! 4', 6', 8', or 10' Length � NOTE: InstallaUon oi baffle required to mee� TAS-100(A}95 te:� condi�ons. Roofer shail oomplete insfallation of vent after shingles are layed ciov,m to ecige of the vent base. The bafile rests �on the bop s�face of shingies and is fltfed around the verrt throat to albw for an approximately 2-1l2" dear opening. (ristallat(on is complete upon the ba�9e being attached with'fW0 #10 x min. penetra6on 3!4" self-cirilling screvvs through �ach ftange into U�e sides of the ver� housing. 'lW0 #1i] x rrtin. 3/4" self-drilling 6" screw� on each side of the 2-1l2" �pai�� '��.�' CEeaz Opening —T- ,,, � �.�rr 12" �at�to�b�r��i . �G'E E. . �� . . . .. � �LJ/ �� . : lv E N S�,'•;�-t� : �' .�.. .�: Nomir�! 4' 6', 8', or 10' Length � : N o. 4 4 9 2 3 : � *� � ' . � . 24 „ � � � : � (V • �� %,'��'.<OR1�. �� •, S+ • ... .. G.,`, Standard Off Ridge Vent with Baffle �,��'•.S�oNA►.�;;•� �.o.� ��.��+• .�, r JV� � � L�� Installation Method (Continued} Thompson Architectural- Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Standard 4ff Rid e Vent with Baffle Size Length Height 4' 46.25 8.5" 6' 70.25 8.5" 8' 94.25 8.5" 10' 118.25 8.5" Ridge , Typical 6" O_C. MAX , 15„ 6 „ 6 �� ,� 6 „ 6 �� 6" 1.5�� t � - �_ � 1 0 0 � Sfandard Off Ridge vent �vith Ba�1e O p 0 0 0 0 0 0 0 0 0 0 �8gi4!li�F� ��s� Ci t �. •,c �r �,+ ¢. .. • • • , •. ��*., Nails: 11 Gx, min. 1-1/4" Corrosion Resistant, ;��";• �� E�1 S'• �,,r'� Annular Ring Shank Roofing Nails „/., ; F�•� Spacing: 6" O.C. MAX and 1" From Outer Edge Flange � :_ N o. 4�3 ' Locate 1 1!2" From Each End . . * � . _ . � - � .• . • • '- OF = �: � � : lt� , 8aas or N ,� , � Q.; �(r •' � •� Deck: Minirr�m 15/32" Wood . �i •..��..• . �:' Plan View �' sS�ONALEc; ' �JUJ.��"�'��0� F?�rida Building Code Qnline Page 1 of 2 � �} �� E �� .� � �� - � w��H� ��'��,�� a -�� _ �: ,_<: � � -- � � . - � _ �� _ � i �� j� � � � , � �� i �� — � �'�� r. ,� � � � - '�`��a.�� F��'i`�� '� _ _ __ - - '�'� " '�� = - �� °'- _ ._ - �'�"�...a`. _ c _ '-:-- ' �'-- - ' - -. �=`--- -° , - ` � . �.�::'° �5� �_� � � - -° „-' -° M ,_ �� BCIS Home Log In User Regis[ration Hot Topics Submd Surcharge Sta[s & Facts Publications FBC Staff BCIS Site Map Links Search -r�- _ _ � 3 _ � �\ � ' �� Product A roval � � Pp � � � _ � v�S USER. Public User :.z, s - "� - tY " _ Produd Approval Menu > Product or ApplicaLon Search > Apphcation List > Application Detail '"3�:�s��_�P�:��9::e�` _ � ��.- ��. FL # FL5444-R2 3, i ' . � ..��ii ? . ��=��°=°� � Application Type Revision - ..,. - _,�.- , y � ,- 4 �,a ; � � .-. a � `�=�`�� . Code Version 2007 �;_..y � �� ;��?.,. R Application Status Approved �� ._ 4., - � ` CoaSments , �.�._ = � ��a . a�, r .� � 2 � _ � : Archived � � � � Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technicat Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/OS/2010 Validated By John W. Knezevich, PE . • Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinitv ERD Certificaiton of Indeoendence pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 a n..W. ---�---�---- - ,., n ..,�,�.<�.. .,-. . , , ......,-. � ,..,.�.. ,..� _ _ ,,. ,_.,,... Florida Building Code Online Page 2 of 2 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approvai Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval O8/31/2009 Date Approved 10/13/2009 _ _ - -- --- ___-- _-_ --- -- — - - - - - - - -- - -- -- -- -- - -- ------ - iSummary of Products ' FL # Model, Number or Name Description � ; 5444.1 CertainTeed Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof i ` Shingles shingles i � Limits of Use Installation Instructions i � Approved for use in HVHZ: No FL5444 R2 II er072709FINAL As�hait � ; Approved for use outside HVHZ: Yes Shingle FL5444_R2_pdf � � Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 � � Design Pressure: N/A Created by Independent Third Party• Yes ( ( Other: Refer to ER Section 5 for Limits of Use Evaluation Reports � FL5444 R2 AE er072709F_INAL_Asphait Shin le FL5444-R2. df � �_ W � v, �� 4 Created by Independent Third Party: Yes � _� Back taext DC Administration Departmenf o/Community Alfairs F/orida Building Code Online Codes and Standa�ds 2555 Shumard Oak Bouleva�d Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Co�yright and Disclaimer Product Approval Accepts: � � � � VtMfiqn � Seep��d YlIIItfY • 4�...��...__..�..L7.,..:.7_L__.7.7____ _"_`/__._/._"_ _ _ 1�1 n �-+r.t.�.� .-� � . .�_�.... _ .__ _' _ " EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorizatron #9503 353 CHRISTIAN STREET, UNIT #13 �� -�=' OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-R2 1400 Union Meeting Road FL5444-R2 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCrtIPTION: CertainTeed Asphalt Roofing Shingles. LABELING Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is disptayed, then it shall be done in its entirety. INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: ��,�4,«,,, -- ��5 j: a1, • t `�+�� : c�8:�i.' :em:,�? = : �''' y?�: ��S'�'as' � = 4� = ' � :C= The Facsimile seal appearing was authonzed :�� S;n�= �'_ 'ip�c by Robert Nieminen, P.E. on 07/27/2009 � O�'•„� i� ^ This does not serve as an eledronically signed �j� �' `:�:c'�= �`� gned, sealed hardco ies have been � fi document. Si Robert 7.M. Nieminen, P.E. ,�,,s;a� a �'Ji,r,e„�„t�`'' transmitted to the Product Approval Adminis[retor and Florida Registration No. 59166, Florida DCA ANE1983 to the named dient CERTIFICATION OFINDEPENDENCE: i. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity� ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. _ .�� : ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro nertv Standard Year 1507.2.5 Physical Properties ASTM D3462 Z004 1507 2.5, 1507 2.10 Wind Resistance ASTM D3161, Class F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2O05 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2 6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O05 3. REFERENCES: Enti Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CAl2702 05/27/2003 UL(TST 1740) ASTM D3161 03CAl2702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA113Z9 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterlor Research and Design, LLC. Evaluation Report 3532.09.05-R2 CertfflcaGe ofAuthorizat/on #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 10 ��t� `�%a'� t��a��,� 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle0, CT20T"', PatriotT"', XTT"' 25 and XTT"' 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House Shangle0, Centennial Slate'"', Grand Manor Shangle0, Landmark"" (formerly Lankmark 30), Landmark'"' Plus (formerly Landmark 40), LandmarkT"' Premium (formerly Landmark 50), LandmarkT"' TL (formerly LandmarkT"^ TL Ultimate) and LandmarkT"' Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeT`" and Presidential Shake TL (formerly Presidential Shake TL UltimateT"') are fibergiass reinforced, architectural asphalt roof shingles. 4.4 HatterasT'" is a fiberglass reinforced, 4-tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.Z.10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, indicating the shingles are acceptable for us in aii wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buildings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 96-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcate ofAuthorizatlon #9503 FL544MR2 Revision 2: 07/27/2009 Page 3 of 10 ,.�� ,�� _ _ � . G. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905 2. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2.7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:12. 6.3.1 Classic Horizon Shangle0, CTZOT'", Patriot'"', XT"" 25, and XT 30: EdW AN[Y STANQ�itD SLQPF STEEP StOFE ENGLISH , ; , (:x� Ibur n:tils .m{t si� a};uu ut aspli�il roc,ling <<-uirut` !.ar ��srr; tull -+ ';� _, r , ... ,!'; -- . � i .hin;�le� �Fi„�u�� U-r) Lti�h:dlr�r•31i�i;{irm,�nsii3rc�tim� �>T�1 f7t�tih I' ; _ , _ ; 1'tj�e: 11 is s�1�Qe•tit<�tl. :� 'i�;� I �t'i ` - — _ _ � _ _ _ — �I , _ y , — — — � _ ,.'i- � � _�_ �� __ � MfTRIC i- - ` ;-�- , ' , -.:.- �,:, -..-.-- -•: � � � Roolinq Cei#ieni , - +-1 : ...,. . �,. � - , „ -► - - ° - � ,�; -� --- �— --- ' ` ' 'i; k'�art;�� ll- f•(�e> foJrr rtcx�c ra�ri sxt s(r,fs uj«.�p/M16 c2��u7.f � i�; sd! e E� ��r,�ra � rf.:U TI[)11: h Scessirt� ust� ot r�j��f�nq i'rntr�iil cnn � a��u• stiiiy;l� ; t0 �)II�EcC. l'F�tlPF.' I7-_f: 1`tf'�/iY i::ll�S f ear�y�• fzrU sGin;dr 6.3.1.1 Hip & Ridge: Cut Shingles f�',a TE`:;� �� rF-i'.'::I lllill�i X }1�T:iiOYi:�'� _ � _. ` � 1 f q' �! 3�51iut}j� F.a;; �R � � _ �,: -►� }2 " 4 , y � 7 , .r- �,}�r. 6 i � '' � (i�5mmj � ^ �� - �:a�ilr.� �.., � � � � � � � � � � � � � r ( !� � � ♦ \ �... _ �. _ � �.. ��• \�. \ 1.i��: �:i��l �,�{L .4i Il:i�� r� —``}�:) r . � Stl;ilt�� S�II �tJ�:r i!'EfiEJiP � r1 � � � Ftgirr�� ! 1-2f. (',nt tn&e, tler;n hY�n herc•k tn nraki± r�t ,hife� t� `�`�� n �� , C\ rNU��`� ��\:; (BnglisG �finren.cfmis slx�u��rr). � \�� •z to� Ftgttr�a ! I-'l5: lnsueltatd��a nf � Afis trlong tlr ht�,s ancl rtt��f�. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Desfgn, LLC. Evaluation Report 3532.09.05-R2 CertlAcate ofAuthor/zatlon #9503 FL5444R2 Revision 2: 07/27/2009 Page 4 of 10 �� ''`�� Pj � �� ....� 6.3.2 Carriage House Shangle�, Centennial SlateT"' and Grand Manor Shangle0: �� SiEEP SIOP€ STANDdRD SIQPE 1�e sccen nttil� :md Ihr�r .pots ��( a+plrslt r��lin4 � rmc�tt lnr c=�c�r� tull ��r:�nd ,tii:uiwr tiharE�l�� t�t• (if�e �railw a��t! ttu�i�� a�tots {r[ as�>i�ah (�i� iivc nails f�>r rccr}� (iill Sl�au};Ic� ruolin� cemcnt lin rn•��t' tull CurriJ;;c liuusc �6:�ii;lc ancl fcntcmrial �ItUr 1��rlr a�phall ��>o(ittg ccmc�N 1� {ii mm) frrnu edyc r>( sltinglc � � �t ; , �/ tli�rrrr !'-5) .1,�rhalt r�,akin� crni��nt ms•�ti�� ,ti`�11 U1��st�'E��x� 11 ,� ''� /(� ,,,_ i. ,u�;;��slr cl. ''�—�� T:!" �% �/ ��'� f[{ ' � � / � % � � � � ,.� ,�� Y `/.-;; !/i%, i t�� r � �y� ?3; � y / . =�: �F, , Ir/ �" � ; ;t� �,� • != -�s"� -- - • .F-, �� " � s � --� L_� , j,: ; � % : _>. �:,: j _ ,. J J;_ . ltGrrm /'-1_ t :,p ��'e ri:i?!.� ,r E>i ��r - . (� � � �% . a � }� /� / 7'./tsll t,r:t�tt! tl�tr,�i� �f>�t�,�lr i -, _.,rr; A � �, '�,, v'�_.; ,;,�,,, (::71'Ytrzk('flntf.�,Slartl7�lv rrr(,Pr!(P1lrrizl��Zl1P - t ♦ i� . �4 �- - - - - � — _ _..C. �_ ., �-- ----, ._a�___RoofingCeinent �-- f?�tne I'-i. ii laert rn.l�trTiirg %:r¢ud ifUn��e SLritKlrs r,ir ,�fee(r slntx�.�. rrsr�:�t'en nuaG rt�xlt5ree.,p- r�f rx+pikrlt ri 6.3.2.1 Hip & Ridge: Shangle0 Ridge � i8" �e�nove �a e . — -- � 2° Exposure p iram the ri�ht s{de 1 � i g�� an� tasten ' � ECOP� p Fasien the� � � lefl sitle �� RIGHT �n�s T.i FIRST LEF7 Fi�ytrre l7-11: Gtsk�ll�rtiox ofS'L>arr�le� RIQge sbi�rgles Fl�tlre 1"-1'J� Jfx�ir,fe" h'u/,��, �rr bifJS arttl ri�IgRS. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate ofAuthor/zatJon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 s =�`��,```�� 6.3.3 Landmark (formerly Lankmark 30), Landmark"" Plus (formerly Landmark 40), LandmarkT"' Premium (formerly Landmark 50), LandmarkT"' TL (formerly LandmarkT"' TL Ultimate) and Landmark Solaris: LOW AND STANDARR 3LdPE �sAETR1C D1t�tEtiSf8N5 ?7 1�� I: �°(3(15 �r�m) -+ (375 i�:�tij � � t3t)'� n�„i) ►; } �• 1 i2a t?t�„j I i41:a,� 1.��.. j�� r.�rui --- - -:- --- � 0lt;:l�nh!�' 1 -_--- `� % i ; f _ �, ftr.�. _ _..�--- ;`. <. �:�.'�i LANUMARN Tl #NG1iSH DIMENSIONS �:i'i� 1:i f j`f j� (347 rna�} ►�-• �3:t{1 rr��ni ►• � zg:t n:r �; r� f 2 i<`' l l � - 3G5t; r + (3i15!rtr� t}`>i:�s'�)-- � -i (7�n:inj � �!"i?5s,�;r� �� 1• t � �r � > t z. -i ;' i� ,::, _�� , R �' �,., �-r:� -) -- / _ _ - . ,/ f��'� ( ,, f, i. -__- -- °_ -- - _, - -- - - .!� ��; l � _�:�/� -/ ,/- ,r, � � :t,!� ` fi, '�;" /,._--- '�� ------ 3'r��urr� .f-r (-r/n;�ru::Il STEEP SIOPE Cae si� n:�ils an�t lu�u spots r�l xspl�a6 rootio;; ce�uent (i�r c�ei� fidl I:�minatect sliiagle Se�• brto�t�. :�sphad rvo(ing cemeni ,haitd meci .�TJi U45${�'I�pc II. ,�ppl� 1" spats o( asphnit raoGn� r�mreut nndcr cach corncr ancl .n ;�Dnikt f? to f� in Irom c:klE c�lgc i4{ETRIC DIMENSi�Ni il'-�_ iq'ra' - 12 -+� {3+i:, ' (115;iau) � i --- - � _ ��.. ; ... -« r+1"t?i r;n} `� 1"+,25mm)-�' -�- � � Heleaae fape � N�I AaP,a � t--' _ _.. . _ .t �_ - \ .._.. ____ 1 �nr Sfee�s � � . ' - I'-+� t-� »- � • {25 m:n} {25 mrn) _-- �- RautingGement -^-__ IAHDlMRK TL 13�ft' ' 7:3"— is�lz'= EN6i15H DIMfNSIbNY {343 ror.i} � (?3U m�n1 (;i�i3 mm) � } - ir - E2" i2 --►) ,. � � i"t25mm)-•- I (3(35 rr r� (31K mm� (305 m») � , -----� --- -- �� --- -- -.. �-r � �,. ` I � I � �..t25 r�ri�) I"(25 mn� �'- (25 mm1 �---- �� (75 ntm) 1� Rodipr Caanent �..�i �� „ (25 mm) _. , - ' (�5 nkm) ftgrae 13 S!he srx naUs arulfour aPvk qf Aoofinu Cament asD��m4�+8aement ars steepslnp�ex Exterfor Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/f�cate otAuffiorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 6 of 10 � St' ��'�� .� :�� 6.3.3.1 Hip & Ridge: Shadow RidgeT"' � �. �, . `,�� `, � Figure 13-16.• Sbadow Ridge ac,cPSSOry sbingles detacb eusily from three-piece uniEs to make 72 indavidunl cap pieces. 12� 97�a�, (305mm) (250mm) 6 �, 6�� q 4 (150mm) (150mm} (125mm) (125mm) t Notch for Notch for Centering Centering 13 � � (305mm) NotchesforAlignmentto � (337mm) NotchesforAlignmentto 75 � a , ihe Top Edge of the Previous T the TopS dge of the Previous �196mm) Capfor5"(125mm) Exposure �180mm) Capfor5 /8"(141mm) Exposure � English Dimension Metric Dimension � (305mm? � " I Laying Notch , I � �� I � I �� I 5" t � � I EXG° S"r� � � � �� I I � �--�"� Fsgure 13-20; Use layfng nodcl�es to center sbingles on lNps and rirlges, �rd to locate tbe correct axposu�e. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLD Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcatre ofAuthorizaHon #9503 ` FL5444 Revision 2: 07/27/2009 Page 7 of 10 � `. ��$�� '� _ 3 ` 6.3.4 Presidential ShakeT"' and Presidential Shake TLT"': tQW AND STANDARD SIOPE: STEEI� SLOYE: Puf b��t :trtd stand�ird slapes, use ti�'e nails fur e.kh tull Prrsicleuli:tl P�:�• st�p sl�,� uas niiir �i<uL, tnr rach Ittll Prrsid�nti.:l .hi��til� aml ,itinglc .ia sh<>�Sn +�rl�1v, .ip(�!s 1' �li<uu��li�e.pG,t. �:,I .es��h.sit rc�� ii��u�ut nurirr �:srt� �htn,Jf� i:ih :�t[i� ;�rpl�n� i n:uls in hetscs�rci tl1r �f;tilin� s;itide lint�a :t{�pl} E n1i6. 1' fJailing �� :}0' ---;.i .ilrrcc 4tb ruG?ui: wal�u� ��rhun tab, ca[ ��tcrlitiit; :Jai�it�i' r� r n:ul� fuide Linrs (101G ITIRI) b 1ia' � ( I'3 �i) . . . . 14 1;� t-1 1;2" 3t3 iimi) . . . . . 1 (362mm} — • j � `�� , NOTE. rlppl� na�is nn painted guidehne I d3.iiitelcr a;��h�tll t�,ntinq �:ciu<:nE t'�gurfl !G-%� fn.eb;trtt�g Yra.stdF��rtl�il�utd f7rxt�l��tka! I l. iL.:t�v sGin;4_c qi. lnrr ni�AstrufAnrrt s(i,pNS. trgrrn� /r,. f;r�le�eirryl7e�ui�r�trr�lu>td!'nar�k�,l,r�l ?�, �tHrL7� .,lxn�les nn slrvh.dnJx�. 6.3.4.1 Hip & Ridge: Presidential Accessory PRESIdENTIAI ACCESS�RY Presidential accessory shingles can be used lor covering hips and ridges. Apply shingles ttp to the ridge (e�:pose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 1 long or long�r, so they penetrate either 3 /4" into the deck or completely through the deck. Presldential accessory comes in two different sizes: Accessory produced in Birmiagham, AL is 12" x 12"; Portland, OR produces 9�/s" x 13 accessorp. Note: For ASTM D3161 - Ciass F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CerHf/cate ofAuthorisat/on #9503 FL5444R2 Revision 2: 07/27/2009 Page 8 of 10 � -�. �u °K -�,; ;.� _� ��1� �� 6.3.5 HatterasT'": tQl�l, $7ANDARD AND STfFP iLQPE: � y .,• y ..___ ` �,., 17:i.'L:u�)� :�l:r�nt�(.'i;ti}rr„i} j 1 I �' t�{2T rr.�} {b � :,f =�� -- - - =-- f ��. [z�s,�;n�� t��ure� f i- 3 1„ .t=�rin{ Re!!�'ne} �7�rn,�res �;r� l,r:r r:nrl.sk��rck+r�t,i,rv/x�. f'ur lu+� .�nd s,;�n<I.ud �I�aEm�, ��sr (icr n:al� Inr r:�cii fiill 1t,yiter,i ;lrb�:;le .€. -tx,u n .��xs�� i� 9' — ' ti - �: - `j'- r; ! t I I ' � ? i" �f75 r �� t ...�.'I�. ..R .�...P�S r;l��l} +� _ � _ — — _ _ _ � 9:�i3' , (?40 +nmi I �_ � � � Roofi Cement ,� - --- - � �r,(1riCli I.:�AStPttal�y,!l7NCrr73.1�l1q,QlniOlr.lt2Pjl.SlopFs For stpe �3 �i��< :co Fiu� n:alc .�nd riglu snots nf :�.tphslt rf,n(in; ccrocut fnr rach fnll IIuI1�r.� ��in�le a+ shavi� aborc..l�aple !' . (t>nun} di;uaeiri .p�N� of ruoliob reneeiit ( iSTbi U�j�SG'n'Ex 11 Sugge�crp ontici �.�rh t.�t� r„rnc�'. I'at�>. �liingtc intn pl;�rc; do n�,! expas� crmcnt. C.311"f1UN: i'no nturh raoffug CPmenl i an c:tiiSC .ihin;IC> t6 b(i+ler 6.3.5.1 Hip & Ridge, Option 1: Hatteras Accessory Fa�ten b«th �ides i i ` i i � � � ..,. .�. ..' r \ � � � � � � � r \\ 1 2 3 / 9'� Figure IS-14: 18 tbr� plece units separate to mnke 54 HatterasAcr,arsory sbdngle,� Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlf7cate ofauNrorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 9 of 10 ° ��T?� �9 �_+� . .� 7 . � 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles I � g ,� (230 mm) I � � I � I I --- --- 18� -- ------ -- 460mm} Cap Cap Cap Cap 5hingle Shingle Shingle Shingle Ftgure IS-20: Cut Hatteras sbingles to mske cover crap. Fas�e� $"`'�..�-_--18" (460 mrtl)_r�{ go ,�`� (203 mm� _ — � � s�ae 2��1 . �� ` 1 ' ` •• \ ,�� m � , � \ Fd�qure IS-21.• Installation o� caps along hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Wrappers of shingle bundles that have been qualified using FBC 1507.2.10 shall be labeled with the tested wind classification. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having )urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 1O. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcate ofAuthorizatlon #9503 FL5444 Revision 2: 07/27/2009 Page 10 of 10 Fl.��rida Building Code Online Page 1 of 2 . x �•�� . ,.��-�;,;: �;.. a„ :, �...b �_�` n�� •:- , ` " �, .v = ' ,�,� -�,: ° y s - �� '� h � �� ` �S � ''� z'�$se p `�d r ° f'� �. � . v ,�, , � P .. 'V' ,� .4 -f„ b��,�%i �:�l�,. �6: � y ��„'j�y r ^UV ►. ' , �', ','#�:�(i. �. `� - . • � � <.��-''�s, � . ,� ; < � �A' .�., . `:%',�. ,t �r�`� ` d'� as i,.a: , *� — �- �-i ''�a„ aa�'�`��5� . . .. . w . `i `�'� `.f .. w�. „ ror ��,r...� -T-, .. . a, . , BCIS Home Log In User Registretion Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search ��`r d Product Approval '>� , • -�S� '& USER: Public User •£ ;., � <� �� ,. • ^.�= Product Approval Menu > Product or Application Search > Application List > Application Detail ,. _ FL # FL7091-R2 ` �" � Application Type Revision � ., Code Version 2007 Application Status Approved ° � Comments . °:':�r-= ,. Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 ssch reiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors � Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 - Equivalence of Product Standards Certified By http://www.floridabuildin�.or�/pr/pr app dtl.aspx?naram=wGEVXOwtDavWnIJRMVF:r7N�7C'miT.WuN 4i�9i�nn9 Florida Building Code Online Page 2 of ? Product Approval Method Method 1 Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval 01/07/2009 Date Approved 02/03/2009 ;Summary of Products � � � � FL # Model, Number or Name Description 3 : 7091.1 Metal-edge Stee� Door in Hollow 6'-8" Single Inswing or Outswing Door Unit Metal Frame i Limits of Use Certiflcation Agency Certificate ' Approved for use in HVH2: Yes FL7091_R2_C CAC_NI006591-R2.PDF ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date � Impact Resistant: Yes 12/30/2010 Design Pressure: +80.0/-80.0 Installation Instructions j Other: Evaluated for use in locations adhering to the FV091_R2_II_FL7091 6_8 dpaque Anchor.pdf � Florida Buiiding Code including the High Velocity Verified By: National Accreditation & Management ' � Hurricane Zone, and where pressure requirements as Institute, ; determined by ASCE 7, do not exceed the design Created by Independent Third Party: ; pressures listed. 3'-0" x 6'-8" max nominai size. When Evaluation Reports � large missile impact resistance is required, hurricane Created by Independent Third Party• � protective system is not required. See installation detail i DWG-MA-FL0150-06 for additional information. Back Next DCA Administretion DeparGnent of Community Affairs Florfda BuT/dlny Code On/fne Codes and StandaMs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. Cqpkriqht and D�claimer Product Approval Aceepts: � � � WAilyn � ietN�ed veRr�r. j }tttr�•//vtn�z� flnrirlahi�ilr�lina nra/r►r/r�r ann rltl acr�v�r�aram=cv(:T'+VX(1cx�tTlnvtx7r�TTQA�TVFr^)AT7'7f:r�+T `7lTRiI A!'1Qf'1(�(10 NAMI NOTICE 4F PRODUCT LINE �'�� . CERTIFICATION y �� Certification No.: NI006591-R2 Page 1 � Date: Ob/14/2006 � Revision Date: 12/18/2008 Certification Progrsm: Structurai Company: Masonite International Code: M-?03-1 The "Notice of Product Line Certification" is valid only when Adtninistrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI imrnedistely if data, as shown requires corrections. ' ` Company: Masonite International Corporation 1955 Powis Road West Chicago, II. 60185 Product Line: Masonite Metal-Ed�e Iraaact Rated Steel Door with Hollow Metat Steel Frame Test Report: NCTL-210-1915-1,2,&3 Secdon 1: General Description of the Products and Systems under this Certification 1.1 Frame: Jambs and head constructed from 4-5/8" 18 gauge steel. Head/Jamb corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel skins. Top and bottom rail constructed from wood. Stiles of continuous roll-formed steel employing a high impact styrene thermal barrier. Interior cavity filled with, rigid polyurethane. Section 2: Additional Supportive Test or Acceptance Data Provided with Certification Documentallon includedl: 2.1 Anc!►or Performance Calculation Report Performed by Eric S. Nielsen, P.E {Florida P.E. No. 41323) 2.2 Surfsce Burn�ng Characteristics for Foam Filled Door performed by Omega Point Labaratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. #15977-104313, �This infomistion is provided ss a converrience for consumets, build'mg depaitments and inspxtors sod is n� conaideted psrt of driscertification See additional Pages of Certification for Certified Product Line Malrix(s). 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Public User Product Aooroval Menu > Product or Aoplication Search > AvDlication List > Applicatio� Detail FL # FL8959-R1 • � -� Application Type Revision Code Version 2007 , � ' ' � ? Application Status Approved ;- Comments Archived � � i� Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Emaii Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standa Year ASTM E1300 1998 ASTM E1300 2002 TAS 201 1994 1_., ll ___ n • 1 Y •1 1 l / 1.l t\ /�r� i�� ,r� . riTr �r !.� irr, �T rr . � ..� � r� i.��, .. Florida Building Code Online Page 2 of 3 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2008 Date Validated 02/14/2008 Date Pending FBC Approval 02/15/2008 Date Approved 03/18/2008 Summary of Products FL # Model, Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certi�cation Agency Certificate Approved for use in HVHZ: Yes FL8959 Rl C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Ri II Anchor Detail 68 ME Giazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.2 Metal-edge Steel Side-Hinged 6'-8" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R1 II Anchor Detail 68 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party� When large missile impact resistance is required, hurricane protective system is NOT required. See detail � DWG-MA-FL0174-07 for additional information. C 8959.3 Metal-edge Steel Side-Hinged 8'-0" Impact Giazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes . t .FF.. r�........, n,...:a„t..,:ta:.,,. ,...,�i..,..i.... ...... .741 .........7...,..-......—.�./''L'�7V/l._.aTl.af17T:,,..,...7T o�rrri nr rrn:._.,.�..i r. n ic i�ni n Florida Building Code Online Page 3 of 3 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 80 ME Glazed.�df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-OS for additional information. 8959.4 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 Rl C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 RS II Anchor Detail 80 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independerrt Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additionai information. Back � � Next Department of Communfty Affairs F/orida Building Code Online Codes and Sbndards 2555 Shumard Oak Bouleva�d Tallahassee, Florida 32399-2100 (850) 487-1814, Fax (850) 414-8436 c0 2000-2010 The State of Florida. All righ[s reserved. PrivacV Statement � CoDYriaht Statement � Accessibilitv Statement � Plua-in Software � Customer Service SurveY � Contact Us Product Approval Aaepts: . o �� v..,s3�n µ 3�rc u rrd YERfFY � � rn � .• � � -0� C.� N . J? � � * r�* ��° m r�* � go c= ° o ° m�z� m �n z o or- �i c�iArn � "i ? °� �n m "� � � u'c �� Zz��D C7 ' °� -� x �'vez �� z �' O�' I 0 0 o � o N� Z N Z Z�� o� �� g�WO � � m� � °�° zz ��`�' �� o o� � 0 �� ' "6c C �, p m t v i ° z v _ ' � � o-n r�* z mc��Z �� C � '-1 � �� oz� �� Zrn� � S �r^ c� �<n �a �v►m a � I'� � vaoo C z z � c z o� -= � _� w o�' o w i o � m �l,T�i nm � z - W C�y = 0 C 0 OD �(J� N 0� 2 o� Gi co Z D o 6 -, N � Q C i m �►"�nr^v � �1 � � � m � �m .... �.^ '� o� o ° � � �o vrn C��rn� � •-1 m �� Z �� o �� 'C_! g z Z� � � �° ��m V) � -� �' � Z c�,� � � � � m i o '' r C � �l ~ C � 2 'f • o i � �o ': c"'n MAX. FRAlNE HFlGNT 8f.875" :� •z _ •m ' 63" MAX � D. L.O. r�n - � N � � � � N z O " � i- ` O D z >c m� x c � � .� � � ,�D `� O ��rn �� •o W ��c.a W Z N n � � � ��° O ��X 2, °o � � Z C � Z � � m y za � � � � i � D C � ~ ! �l m � � p �� a ,�� —�- � Dv _ � �� - � �� - � =x A --L—�' � I I n C7 rn � '. _ D �. f" 31" 31" �� p 7.375" . � � � � s f� � � rn 0 x x w N N s � w I i � � N N I I 1 I ! I'� � �� o � o � � x ° x o � . N � N x =� I � rn � � N � N 0 —' o W —� o �_ � D , a� = cn r` �i m a � m m _ v n C7 � °s � � - � w � t � r � s---•- J � y � / � ~ � � f x X w � W � , rn �� y �J N N � °i rn � a _ � — t �'_ n c., �' _� � � � � � � D � �_ ` � W w � � rn CA � A ' O' �A rn � r=- � c�� = y � rn CO z � � � —� � � � � �� o O D D w 4 MORE EQUALLY SPACED � w � -- _ N o n� � f � p�p 6�� o0 6,� E �: ' ? S' � ��+�� o a - �i � �1.] X � � z � � p N �� I � 4 MORE EQUALLY SPACED � orn ` =m �� ;��t s „ �, � s" . �� b � a , 5.5" 41.250" � $° � � � �� o � g � � � � ' � �I �l Cn --I � D °a O -1 2 C (/) ~ � � C��.�L�J � D --�-1=�� rn -r Cz7�D � _ � m r �^ ��'_�� I 1 I I I I � -�`- 2 ��mz m �m O fi�� p�� r I ----.. � � � N -' D ; �OD rCn� D � z�'v_"'' ��°�z� oz� _ � C � D� � ��c�m �m� � D o �� C � Z . � fTl►v �C7�� (n�7 �� j m�Q� ��DCj�� D 31" 3�" p z � Z � � r 7.375 I-- fTl %U � � - � � � C I'"IC � � � � Z�� m�� '.�U �� Nrn '� v 3 ��cn� °�� _�� r Nr � ��m ZW ' ! �i= Na,�r rn�o i � � "r�v o r � ; D�D-� �� n � � � � rn � � . —1Z� D�O��T—I Z .� S fT'I N m Z:U Z�„� � � D C rn - cn i m tn�=� r�� —iC D� 2�D �� =rn � m� � D � < � � 0 Cn � tn i n� D fTt 1 ' ..�.� �.� c � z v = a � �`.DC C��ZZZ �� '�D C.+ � °� �� Z yl� = �-1�� 1 m Nr' '�� C,a N r ) � D � ` �7 'p � � � � � � n D n � � � -- ID� =rr m � i D=m 0 � o � ! = C � � � _ � w � m � � � � < �rn � �� rn z a � � Q' � — } � : + 4 MQRE EQUALLY SPACED • . = cn . .�,� °= m %•,a�� i � I r 6„ � � D 6" � �� N r �xN �''- 5.5" 41.250" w � � ^, � z — I I I t 1 I` D -P �C�T� � -< s� x cn ZC�n � .+� � � r�T m rn c N � � � � - w rn r � � � _ x s r D � — Z _ � , o r; ° � r; � � o � �'_ r � v� � � r�i Z on ' mrc � �p O �7 � � �� rn � — x �.� � � = D f�Tl -. c o rn —.� {_ . � � D� — � a �� — �lJ m � � s w � � s x � � �rn � N \, m z C° D �_'� I I I I f— m �� 4 MQRE EQUAI.LY SPACED � '��rida Building Code Online Page 1 of 3 ,.a: �, . � �,. _ ..�.. . �.�' y 3, � � �•n ;�✓ .� '�,v�S ��t�l�il�� 4I� .�:< � s , . . �<,.;�i ..�" �Y' ; � � . n z"g �� ' I �� v � ,�;� ' � s F :s � .� � � ,_R � � � 4 r� �>��( . � r�� < , �, � -' � ' . �,, .. � "�' '` � �'°�� - �� R . ._ . . ,. . . . . '°�. :. b , � � . � _ ; � �� _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links 5� 5 E � �*s `� Product Approval �� USER: Public User �, ,v Product Aoproval Menu > Product or Aoplication Search > Aoplication List > Application Detail ,, FL # FL13265 � � � ° ° $ � ° e Application Type New V : e�; �.: �.�; r� Code Version 2007 ��-• �,� Appiication Status Approved ^ x :€ Comments � �'" ' Archived (" ,�..�%.p . . Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 httn•//www flnri�ahnilrlinanra/r�r/nr ar�n �ltl acnv �ici�n�n Florida Buildmg Code Online Page 2 of 3 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/01/2011 Validated By ]ohn Southard, P E. � Validation Checklist - Hardcopy Received Certificate of Independence FL13265_RO COI RIO - Certificate of Independence,PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted li/04/2009 Date Validated 11/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 Summary of Products � �� FL # Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber-cement so panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes -FL13265 RO II install-hardiesoffit-hz10 pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impad Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13265 RO AE HardieSoffit Florida Analysis il-6_pc 07-0418.04. FL13265 RO AE NOA 07-041804 pdf Created by Independent Third Party: Yes Back Nezt Department of Commun/ty Affairs F/orlda Bul/ding Code On/ine Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2010 The State of Florida. All rights reserved. Privacv Statement � Coovriaht Statement � AccesslbiliN Statement � Plug-in SoRware � Customer Service Survev ( Contact Us Produd Approval Accepts: �44r�.//.�mmr ��rill��,,:l�;r�n r..-../...�/.�.- .�«« .�141 ....+�..�7«..«....-.—..,!?L't7V/1...4T....D1��1....,7LLL'!ll►d..'7..l�T),�1.«.. A/ � �rida Building Code Online Page 3 of 3 ;"- � eClseck �t��Jdlqn ' Sd[ured YERtFY � httn•//�an:nsr flnrirlohiii�rair�n nrri/r�r/s�r nr�r� r141 nc+v�v A/C/7l11/1 _ � Hardie Soffit ° �-�/ �0�, � �amesHardie Panels EFFECTIVE APRIL 2009 IN;�lAi l�f l()N RE(�IJIREI�IFNCS - f'F�I�.�FI� �(;{)l()RPLiJS° PI�C�17l.ICf;i visit,v�t1;�.�,.�am es:ar:lie.conEforthemostrecentversion. iMPORTAN7 FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACGOHDANCE WITN APPUCABLE BUfLDING CODES AND JAMES HARDIf WRITfEN APPLICATION INS7RUC11QNS MAY LEAD TQ PER50NAL INJURY,AFFEGT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILpING CODES, RND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10T"' PRODUCTS OUTSIDE AN HZ10T'" LOCA710N WILL VdID YOUR WARRANTY. TQ QETERMINE WH1CH HARDIEZONE APPIIES TO Y4UR LOCATION VISIT WWW.HA�iDIEZONE.COM OR CALL 1-866-942-7343 866 9HARDI STORAGE & HANDLING: � CUTfING INSTRUCTIONS Store flat and keep dry and oUlDOORS INDOORs covered prior to installation. Installing �� P�O� cuttlng station so that wintl wil) blow dust away fran user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area 2. Position cutting station in well-ventilated area siding wet or saturated may result in 2. Use one of N�e fdirnnring metFaAs: shrinkage at butt joints. Carry planks a• �� i. Score ard snap ii. Shears (manual, elechic or pneiimatic) - NEVER use a power saw indwrs on edge. ProteGt edges 8ntl COrnOrS b. Better i. Dust reducing circular sa�w equipped with a - NEVER use a circular saw blade that dces not carry the HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade°° saw 61ade and HEPA vacuum extraction - NEVEF tlry sweep — Use wet suppression or HEPA Vacuum res onsible for c. Good: i. Dust reducing circula saw wiTh a HardieBlade saw blade P (oniy use fa low to moderate cutting) damage caused Impatarrt Note: For ma�dmum protectlon Qowest respira6le dust aoduction), Jarnes Hardie recommends ahvays using "BesP cutting methods where feasible by improper storage and NIOSH-approved respirffias can be used in conjunction with above cutting pradices to furih� reduce dust exposures. Additional exposure iniamation is available at �.jameshardie.can ro he�p yau determine tlie most �propriate culting method fa yax job requiremenis. If concem s�l exists abo�rt exposure levels or you handling of the produCt. do not comp�y w�h the above practices, you should always consuft a qual'rfied industrial hygienist or cmtact Jarnes Har�e fa further ir�ormaation. s�o�, ��. GENERAL REQUIREMENTS; • HardieSoffit� panels may be installed over either steel or wood framing complying with the local building code. Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), • All edges must be supported by framing. (figs. 3& 4) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.5). • Install kickout flashing at roof-wall junctions. (fig 6.) / � Figure 1 • DO NOT use stain on James Hardie products. INSTALLATION: _ - / • HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. - • Adtlitional framing may be needed to ensure proper fastening. ---- _�— • Soffits can be installed as shown in figure 1 Position the vent holes toward the outside of the eave _�_:=. for optimal airflow. • 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per venti to outside of lineal foot. ea�e shim • Alternatively vents can be installed into non-vented soffit. ra5c�a �wood� HardieSo�t � • If necessary, an insect screen can be installed using construction adhesive. subtasaa vented panel �� Note: net free ventilation will be reduced. Fastener Requirements siding -{ 1 • Position fasteners 3/8" from panel edges and no closer than 2" away from corners when using soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methods Figure 4 • Install panels in moderate contact at ends, provide PVC or metal jointers, battens or leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit framing � framing less than or equal to member member 12 Wide Soffit � � moderate contact H-jointer �keep fasteners � — 2" away � - . . . . �trom comers � framing � framing 1' irom end of sofit � 3/8" i�om edge of so�t member y member J • i� � 3/8' imm edge of soffit ° N ♦ • leave appropriate gap � batten ''' and pulk 'For additional information on HardieWrapT"' Weather BaRier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° produds cor�ain respirable crystalline silica, which is known to tl� State oi CaGfomia to cause cancer and is considered by U1RC and NIOSH lo be a puse of ca�cer from some occupa6onal sources. Breathing excessive amamis o( respireble siNca dust can also cause a disaWing and potentiaNy fatal lung disease called silicosis, and has been linked wilh oUrer diseases. Soma sludies suggesl srtroking may inaease tl�ese risks. During inst�lation or handlirg: (1) work in outdoor areas with ample venGlation; (2) use fiber cement shears for atting or, where nd feasible, use a HxdieBlade saw blade and dust redudng dradar saw attached to a HEPA vacuum; (3) wam oihers � the irrxnediate ar�; (4) wear a propedy-fitted, NIOSF�appra�ed dust mask ar respirator (e.g. N-95) in aocordance with applicable govemment regdations and manufadurer instructions lo further limit respirable silica exposures. During clea�up, use HEPA vacuums or wet cleanup methods • never dry sweep. For further irdortnation, refer to our ir�slallalion instructions and Material Satery Data Sheet available at www.jameshardie.com or by caNing 1-BOa9FiARD1E (1-600-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. S� SF0904-P1/2 4/09 v�,.,�, .,.,�.�..�._.,_,. _ . a.�. _.. _„_.,..,w.,s�......�. . � H >o� - Maintain a minimum 1" gap between Figure s .., KICKOUT FLASHING . ,, , gutter end caps and siding & trim � ��, Because of the volume of water that can pour down a sloped roof, SlepflasAing / ,�, one of the most critical flashing details occurs where a roof Figure 5 ��m /, � intersects a sideH�ali, The roof must be flashed wiih step flashing. v�" �'' ` �` Where the roof terminates, install a kickout to deflect water away from the siding. It is best to instail a self-adhering membrane on the ��"�� wall before the subfascia and trim boards are nailed in place, antl l�ut siding V � � then come back to install the kickout. '_ � ��'�� Figure 6, Kickout Flashing� To prevent water from dumping behind fascia the siding and the end of the roof intersection, install a"kickout" of «��a sufficient length and angle to direct the water running down the roof gutter and end cap away from the siding. FASTENER REQUIREMENTS • For wood frame construction a minimum 4d common nails spaced 8" o.c at panel edges and intermediate f�aming members spaced up to 24" on center are suitable in most locations'. • For conventional 20ga steel frame construction a minimum No. 8-18 x 0,323" HD x 1" long ribbed bugle screws sp�ed 6" o.c. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations*' "Minimum Basic NTnd Speed differs 6y locality. Where specified levels of wind resistance are required, refer to applicabie Building Code Compliance Reports. GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hartlie recommends the use of quality, hot-dipped galvanized Locaf Building Codes have specif� jurisdiction. Consult James Hardie nails. James Hardie is rrot responsible fa the wrrosion resistance of Technical Services if you are unsure aF applicable eompliance documentation. fasteners. Stainless stee� fasteners are recommended when �stalling • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in very • Fastener heads should fit snug against siding (no air space). (fig. A J humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, cautk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING • for wood framing, under driven nails should be hit fiush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing remove arxl repiace nail}. Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug 4vith the sUrtace of the siding, A flush mount Snug Flush attachment on the pneumatic tool is recommended. This wilt help control the CounDersunk, /� depth the naif is tlriven. If setting the nail depth praves difficult, choose a �� Ceulk $ � settin that under �ives the nail. add nail � 9 (Drne under driven nails srtug with a do not under oo Nor smooth faced hammer - Does not app�y for installa6on to steetframing). Fgure A Figure B drive nails aT'� CAULKING PAINTING For best results use an Elastomeric Joint Sealantcomplying with ASTM DO NOT use stain on James Hardie� products. James Hardie products must be C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with painted within 1 SO days for primed product and 90 days for unprimed.100% ASTM C834. Caulking/Sea{ant must be applied in accordance vuith the acrylic topcoats are recommended. Do not paint when wet. For application rates caulking/sealanf manufacturer's written instructions or ASTM C1193. refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. COLOHPLUS� TECHNOLOGY CAULKING, TQUCH-UP & LAMINATE • Touch up r�icks, scrapes and nail heads using the ColorPlus'Technology touch-up applieator.Touch-up paint should be used sparingly If large areas require touch-up, replace the damaged area with new HardieSoffii' panel with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matchetl caulks are available from your CdorPlus dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus° product dealer. PAINTING JAMES HARDIE�' PRODUCTS WITH COLORPLUS� TECHNOLOGY When repainting CdorPlus products, James Hardie recommends the following regarding surtace preparation and topcoat application. • Ensure the surface is clean, dry, and free of any dust, dirt, a mildew • Repriming is normally not necessary • 100�o acrylic topcoats are recommended • DO NOT use stain or oiUalkyd base paints on James Hardie• products • Apply finish coat in accordance with paint manufacturers written instructions regar�ing coverage, application methods, and application temperature "The illustration {figure 6) was reprinted with permission of THE JOUF�VAL OF LIGHT CONSTRUCTION. For subscription information, visft www.jlconiine.com. RECOGNITION: In accadence with ICC-ES Lega�y Report NER-005, fiar6eSdit pand is recogrrzed as e suit�le ellerrqte lo thet speci6ed in the 80CA Nalor�el Buading Coda�t993, Uie 1997 Slandard Building Cade, the 1997 Unifam Buidng Code, Ihe 1998 Intemetionel One- end Two-Farriiy Dwdling Code, lhe 2p03 I�natianal Buiding Code, end the 2003 Intemauonnal f�dential Code ta One-and Two-Fart�y Dwellings. HardecoRt penel is elso recogn¢ed fa epplica6on in the fdlowing: Ciy of LasMg� es Researoh Report No. 24862, Sfate o( Raiide listing FL�, Dede Counly, Raide NOA No. 02-0729.02, U.S. Dep[ of HUD Meferiels Releese 1263c, Texes DepeAment o( Insurance Produd Cvelue6pn EG23, Ciry d NawYak MEA 22393�1, end Califorria DSA PA-019. These documanls shald also be consdted fa add6anal infamafon rwnoeming the suitab�ity d Uas productfor specific applicafions. � 2009 James Har�e Intematiornal Finance B.V. All rigMs reserved. PIC8S8 UISit WW1N.)8�SI18fd18.00II1 � TM, SM and � denote trademarks or registered tradernarks d for AddiUonal Product Information and �/�,, • James Hardie Internafion� Fnance B.V. � is a registered Av�labiliry, Installation Information, � �/ JamesHard�e irademark of James Harde intemational Finance B.V. Wami�9g and WaRanties ' SF0904P?12 M09 PROJECT RIO-2167-fl9 ENGINEERING �VAI.UATIC?N REPORT FUR ATTACMING JAMES HARDIEC�J BRAND p FIBER-CEMENT SOFFIT PANELS TO 1NOfJD FRAMED EAVES WITH VARIOUS FASTENERS JAMES HARDIE BUILQING PRODUCTS, INC. 10901 ELM AVENUE i=ONTANA, CA 92337 TABLE OF CONTENTS PAG� Referene� F2eports and Results � � Purpose of Analysis � Table Z: Pressure #p be Resisted for �xposu�e B � Table 3: Pressure to be Resisted for Exposure C ? Table 4: pressure ks� be F�esisi�d for Expasure D � D�sign Wind Load Prr�cedures �_3 r MY Tabfe 6: M�ximurrt Wind Speed (MPN - 3-sec �ust) for Various HardieSoffit widths and Various Fastener Sizes 4 Limitations of Use q As product evaluator, the undersig�ted certifies that the listed praducts are in compliance with the . requirements of the 2007 Florida Building Gode. PREPARED BY: R�NAI�D OGAV1lA & J�3�t"3ClATES, INC. � 58d1 WAt�fV�R A11��IUE, �376 .. NUNI"INGT4t� B�ACH, CA 9Z649 �- 714-292-2602 714-847-4595 FAX , ��\1�titi liillliit! /�tJ� llf \\`\�� r �?� ��` .✓ ` .�1 "x 's.. "" i . ti "�` � 3 � 4 ,� .�'�' �7J � rf° �.�� ' y V }� ....-. �� ,K � t .t,p px �� " ' i�� " . �,_..,.,.___. _.......,.w,�.�-�-.,�. _.............�._ - . �_,.4._. __. ... �....r... .�.. ..s. Rn��ald Ugawa �nd .4"sr�:;u,te3. Inr,. :::1�� Ji .Y3l8 t �izrt:n��ton t;ea�h, C,A '�l::i:4�� F'ro;e;,Y R1t7�21R7�L'y ('?:s) 292-"<.n(1?.;.s:)1 . (7?dj �s47-45;5 (rix lairiesHarr�seL�i�ldingi'ru� ;i}��I { .�Slt17;1 ',/' 40P�1 F:Im nr•enue .,l\\ �.�0> > � "'�, i"`S r i/� 'f,r Fnntar�a. CA'32337 t,J �� 1 � SUQ�PA2•7343 �r �~� � � ` N 4 Eva(uatian 5unject: � � ° WardleSofftt(� Panels y� �� rC,! -` James Nardie Trade Names: � �� :",� HardieSoK� paneis �, �� `^�' , ��°, ( ' � •'��C?Fiit?�'' '. ReferenceRaports: � M `� iy � t 7) Interiek Testing Services NA, inc., Miasissapua, Drqaro, FZepert 35767313, 4/29/05 (ASTtvi C1186) � Tesling HardieSn(fit Penel to ASTM C11�33 nn Fihc�r-S:ement Flat Sheets 2) Ramtech laboratories, inc. Report � 1q36-59/1608 {ASTM f�3�) Transverse toad Test, i14" Thir.k by i8 inch wide tlard{eSo�t Verite�3 Pane�s irastbited on 2XA SG=0.4 w,ocd stWs :cpac.nd at 24 irx:heg on r,anter wiih a 1-112 Inch inng Gy O,p93 in�h shar:k cliamefer by 0.187 inch head diam�te� �ing shank nail 3) Inapoctian Concepls f2eport IC-1228-93 {A5�M E330} Transve�se Load Test, tt4" �Fhick try 48 inch wi�ie HxrdieBacReP Fan ,IS insialied on 2X4 Wem-F:r rrooti sl�ds upaced et 16 Ynct�es on cen[er wiih a&1 wmrwn rial Hardre8aeket panal5 atrd Harrlie$ofi$ pantls are identicaf %n composition, tlrmcnsiott, and manufaC.uring metAatl. 7heretore, rasv/ts for Transversa C.oad te5ts on NardieAacker apply to tierriieSoNrt. Reterence: ASCE 7-OS 20Q7 Pbrida� Buiitkng Code 2�k31ntemallonai 9uiiding Cocfe�i 2t7(R3 tnternatlonal fLesidential Curle� F2BSUtts: HardieSMfit Panaf campites with ASTM C11afi, Sferxiard Specifica:ion ior�rade Il, 7'ype A No»-esCe5.�s Ffber-Cemert Flat Sheots. Tablo 1, Resuits oE Trnnsvurso Load 7asYing FastenerS acx 'in. Pram@ Unima�e oesi�n ihickness Spacing Perimeter �ield Load Load R o� Numbe� Test Ageitty in.) �dth (in.) Franis ttnJ Supports Supports Pastener Typs (P5f) (PSFy 1.5 in. bng X 11438-9f3l1E08 t3amtech 025 tfi ZX4 � 2q � 9 O.OA3 ;n, shank X � ��.� SG=0.40 4.187 in. I�iD, rircp sha�k nag IC-12'18r83 in5pc^ction 0.25 48 zX4 wood 16 8 � 6d common nail 140 48.7 Cancrr ts Wem-Fk Purpose: � 7his an�iysis is tv dMermine thr! maxim��m •rrind speed to be resisted by an asserr�bly of HardieS�tfit panela ft�s'enrsd to wood framing with nails, Table 2, Pressures (PSF) to bo #tasisted aE Various Wtnd 5peads - Wtnd Expaaure Category B, Kr.t=t, I=1.0 Wind S eed 3-sacond ust) 85 90 100 110 120 190 140 154 17D osure B 8 8 t3 13 - .___._� _� 8 B @ ACiusirY�Bht �� kdei (�t ft) hdGtor. ? F '++� = 17.4 18.5 24.1 29.1 3d.7 dA.7 472 942 69.8 U-15 � 17.4 19.5 24.1 29.1 3q.7 40.7 472 54.2 69.5 2f1 1 174 18.5 24.1 20.1 ' � StfJ 47.Z C�d.2 �i9.6 2b 1 t74 19.5 24.i 2tiJ 34.7 40,7 47,2 54.2 69.6 30 1 1'X 4 1 fl.5 20..1 ?,�.1 34.7 -00.7 47.2 54.2 69.8 3b 2.05 18.3 20.5 � 7.S_3 30.6 �G_4 427 - - 49.8 58.p 73.1 +W 1.09 19.4 21,3 26.3 31.7 3"1,8 44.A 51A 99.1 75.9 d5 1.Y2 19.5 � 21.8 � T.7.0 3'1.0 38.9 45 6 52 8 80.7 78.0 50 1.16 20.2 22.$ 28.0 33.8 40.3 d7.2 54,8 82.A E4.7 SS 1.Y9 20.7 -- 23 2 26.7 34.8 41.3 4II.4 58.2 04.5 82.8 64 i.?2 21 2 P3.8 29.4 35.5 -02.3 �. _ 57.6 v"6.1 $4,9 700' _.95 3p.ti 3q.5 d2.7 51 Ei 81 q 7?..i 63.6 98.0 123.3 ';=arh"ight> �Otf: Kzt=1; Kd=D.85: i=1; GCp=1.8;6Cpi=U.YB; P=D.iXJ25f3'Kz'Kxi`Kd'V^7.'I'{GCp:t<�Cpi) Page 1 i:n�iald t;,AV:a �ntl:.;soci�fe5, Ina; � 5501 VJariiyrAvanue,;R3?3 I i:3nting?on i3eac:tr, CA 9:�)49 Projer,}� F>It1-2167�Q9 � {714) ;'AT-.^6fi2 cetl , f71d; 8A'/-A595 `,:rx j .lanir, tl�rrie Fi,�i:di°�g prad:.cts, Inc. 1!Ki01 riYtt �v?n::e � Irontane. t7A 9Z'3'd'7 1-S3Qt3-94'1.-7343 � Table a, PXnssmQ3 jpSF) to ba ResistQtl at Yarious Wind Speeds - Wind Exposura Category t;, Kzt=1, i=1.0 _............_..._... .... ..__....___._...._.._._._......._._... _._._.�.. .. __ ._---,�_. ..----- -.. ! _��_,___ WNtf :i 82xi :�-sec+'N1d 3(.4t 85 '30 100 110 i20 130 140 i5Q 170 k'x qsure C C C C C �. �, � Adjusfinent �� • • ' ht R) faatOl',n. Pro'�= 17A 1U5 24.1 29.1 34.7 40.7 47.2 54.2 69.8 _ 9-1�a 1,21 21.1 2a.6 29.2 352 42.0 49.2 57.1 65.6 84.2 .w 20 X 1.Z9 22.4 25.2 311 3T.5 M1.8 82.5 60.9 69.8 5g.g 25 1.35 23.5 28.3 32.5 30.3 48.A 54.9 63.� T33 94.6 ' a0 i.d 24.4 27.3 33.7 A0.7 4F3.�i 57.0 68.1 75.9 97.4 35 1.45 25.2 2&.3 3d.9 42.2 50.3 59.0 68.q 78.8 14D.41 44 1.49 25.9 29.1 35.9 43A 51.7 8�.8 7b.3 BQ.8 1tk3.7 '� �� 26.6 29.8 3ii.9 M4.5 53.1 62.3 72.2 82.8 t08,5 5P 4.b8 2y.1 :i0.4 37.8 45.4 54.1 83.8 73.8 g4.6 1tl8,8 58 i,5fl 27.� 31A 3fi.3 46.3 55.2 �A.'7 75.0 84.2 11U.7 1_62 28.2 3�.6 39.0 47.4 6, t3b. 8. 8 yt� ��" �, �.2 -04.0 54.3 65.7 T9.2 51.7 1.4 Y22�1 1.9 `for }ietght s 60ft: Kzt=i: Kd*Q.83; I�Y: GCp=i.B,GCpi=0.18; p=0.00258`Kz'Kzt`Kd'V"2'i'(GCp?GCpi) Tabte d, pressutes {pSF) to be Resiszed at Various Winu Speeds - Wind f�cµosure Galeya�y D, Kzt�1, I-i.o V�dS �ed uSt E35 90 1[Nl 1}0 i20 i30 146 7SU 17p Ex ' e n D D D D D D Q D A�u�tment �� ? fZH:tAt, �. �� ` 17 d 19.5 2A.t 2A.1 "sb.7 �A0.7 47.7. S4.Z 6q.$ U-}5 1.47 2v.ti � 29.7 3fi.4 41.8 ��1.0 59.t3 6fl.4 _ 79.7 102,3 2 � �.5& 2J.Q 3�.2 37.4 5.1 53,6 63.t '}�,� .�p 1-.� � 1.g� 2 0 31.4 .8 46.9 55.9 85.5 78.C1 87:3 it�. 30 1.68 28.9 32.4 4Q.0 48.3 97.8 87.8 7$.M1 9d.tl i15.$ �.__ 1 . 7 29.6 33.? qi.0 A0.5 ' 5E1.0 d4.2 8b.$ 9ff�f 11 :$ .-.. �_.. .� � 7 36,3 33.9 41.� 50.6 6Q.q �0.8 $2> 54.3 121�1 � 4. g 3�_0 3d.7 d2.4 54.8 81,8 724 84:p ,5 1�3.9 � t-� 91,5 35.3 43.6 52.7 828 T3.T $5,4 .t 9.0 55 1. 3�,0 3.9 44.3 83.5 63.8 �4.9 .9 9.1' .. .5 4a.1 54.4 84.9 78. 1. 10 � st. 49. 81.8 7' .S SEi.7 104.t t20.8 4.X "Fw helgRt > 60ft: Kzlmt; Kd�O.N�; l�t; t3Cp*1.d pYp.tlD28t1"Kz'Kzt`KQ'V"2•I'(GGptGCp) Y�bles 2 through 4 are based on ASCE 7{3B 8nd carnisterA xnth the 200) �torlda 6�tdiny Code Dosign Wind taads: Equation 1, q W 256•K q , velocity Areasuro at hetgM z tC� , vetocHy preaswe exppsum coe8i¢Ient eval•rated at height z K , tnpogr�phlc iqciQr K� , svind dire6tiar�al:ty #ec[or V , basfc wind spead {MPN) I. impc�rtance f�ctor ` ��411! 111 t I f t}�� \� `ii,` � �� Equatinn 2, p=9z`tGC„tGC,y) ,�"'"�'1 , . d,, GC, , product o( exfemal pttsssusm cac�:�r,:'ent and pust facior .�`� , GC�, . product af int�mal preseuro ao�iticient and pust•effoct factor j' "p p design ptas3uro {P5F) tor cJaddiag : M � i-.� Sub56tuto q, in!o Equatipn 2, �, �� p::0 Qb Ka'V ' ` SoPr�ny7orV, 4' � � `�,�'�� V= 1Pi(U.0025GK:"Ke:�K�'�'(GSaatGG�.�?)"U.8 '?"'°n • y,�7� �e�`"`' '"R�� -.:i<w.� � t p �'�l tJtlt! S 14) Ut6il�� I-'age 2 Rcnnid Ogawa an� rlssociates, Inc. 5W)'I L^Jamer Ay�er:uo, #37E H�ir?inqton Beach, CA 32F.CG Projcei: RIO-2147 OJ (71A) 292-2G02 oeli , (714) 847-M1595 tax James Haidi� �uilding F'rociuct>. Inr. 1�901 Eim Avenue fontana, CA u2337 1 200-�J42-73n3 7abte S Coetficients and Cons[ants used tn Oetennining V, Bas(o Wtnd 5 eed (MPN 3-second ust) ..---- K HeigM ifp Exp f3 E�p C Exp D K K,� �-- I Gt;, C:C � 0-15 0.7 4.85 1,03 hsGO 1 O.t35 1 1A 0.18 2D 4.� 0.9 1.08 1 OA,9 1 1.4 D.tB _ 25 Q.7 0.94 1.12 1 0.85 1 1.4 0.18 3D Q,7� 0,88 1.16 1 0.85 1 `� 1.4 0.18 35 0.73 1.�4 '1.19 1 0.65 1 �1.4 0.18 90 0.76 1.OA 1.22� 1 0.65 1 1.4 o.1A 45 0.78Ci 1.485 1245 � 1 0.85 1 1.4 0_18 50 0.6t 7.Q9 1.27 1 0.85 1 1.4 0.18 55 � 0.H3 1.Y1 1.2fl 1 0.85 1 1 4 O.iB Bq 0.85 ^ t.13 1.31 1 0.£f5 1 14 0.16 10(� �.99 1.28 t.d3 h>60 1 0.85 1 1.8 D.18 \\`t,>>��1t1i111311I!!//1/,��,f Jl ``� ,' � i �� ✓� r- � '�' +"'; i � �� '` ��7� � �r • � w :�� ` `��'�,� ' �M �'�, �� ,� � � Page 3 ■ �___ _..�. . . ._ . .. -- -� _. _,__ ._ _---_..__.. _.___ _ P,cnala <)�awa ar.d :\ssc :iats,, in� 59Qi 1Norri" R�le�t�r, ti ;+f> �'1'Jfl:l�`f�i011B�dGI1 G'A :)�:`•`�� Pioje�.i. ft10-iTi7 C5 �794)292-�6Q7 c�i , 1 � 14) ��" 7-A55 � fa. Jai.ies H�rdie ��;iitlrg Pr,�:u:,is, inc 1G9C1 Eim Aw�nue Fankana, CA ."v233! 1 uC0-9a2-73�3 Table 6, Maximum Winti Speed (MPH 3 gust} Nardie5offit Panels, ASCE 7-05 Method 2 Basic VJind 5pasd mph CoefFldents useA fn Faccci Cakulations for Table G (3-socnnd gusl} - 1$C�& lfZC(� " �r - I'rOdUCI Stud Ffu:lding �+s'9� ' Produc! (hicwiess w�dth Fastenar Fasfarmr F�amo Spacfng Haight e C D Loa� 'iflr11r7sj 4inehes� Type Spacing TYP9 j�es f0et 1pSF1 ExP 8 ExV C F� C1 K,� Ke I GC� GC � 4-15 186 169 153 83:Q Q.7 a.8!"+ �.p3 Y�6 1 0.55 1 t.4 0.18 20 186 764 �iv0 8Y.9 Q.7 C1.3 M1.08 � 4.b5 1 1.4 O.tO 25 ... 186 iPA 147 8.L0 0.7 U.84 1.42 7 C,86 1 1.A 0 i8 1.5 an. Inng . tt3fi 157 � 1�4 89.�J 07 0.98 t:18 t 0.� 1 t.4 0.18 I.e&s XO.OA1in. g5 t82 155 1�92 83.b ��.13 101 1.19 t 4f.8S 1 7.4 0.15 than or 3htlnk X 2X�1 wooc` 1.4 0,19 H�rdieSeffiC�.� 4/�i 8 15 4D 77$ 1fi2 1A1 &?. P.76 i.Gd 1.22 1 Q9fi � equal td o.tal in. 5(�z0.nn 45 175 131 139 B 0.7e5 t.�r 1.245 1 4.95 1 1.4 C1.�8 16" H��'i� (>p 173 �49 13� 8'S.0 D.9i t.E19 L27 1�U,65. f t.x tl.t6 si�ankna;l 5,5 171 1A7 137 $1.(I O.d9 1.11 1:nJ 1 0.65 t 1.d 0.18 60 i89 146 136 83.A �. 1.13 1.3'1 1 0.� rt t.4 0.1� 1 139 t24 14 8�.0 0.59 t 28 1.4� h✓80 1 4.86 7 7.S 0.18 p�15 186 169 }5� �0 0.7 �.BS 1.03 tr#�f 4 0.&5 'I 1.4 O.iB 20 184 164 V 15a 890 A.7 tl.9 'I.G9 4 p'.85 1 1.4 II.t8 25 1Z8 160 14� �SS'.0 0.9 O.FM 1,�2 1 0.$5 1 1.A 0.7d t.5 in. bn� 30 T 1G6 1:i7 144 B9.0 h�7 0.98 1.:8 � O.pS 1 1.a Q18 I.ess XQC83in. � 35 ... 192 155 142 �63� 0. t.at t.�s 7 n,�.5 f 1.4 0.4H tMaFt of shank X 2XA wood HardieSoffit� ?!A 8 24 �0 17if 152 141 ,0 0.76 t.W 1.22 1 0.85 1 1.s 0.18 equat t0 0.187 in. SGto.AO q5 175 t51 l39 8& 0.795 1.t7Q;i 1.245 � c.&`i 1 1.4 o.4e ?6" HD� rng 5C i73 A5 1�8 93, 0.81 1:09 1.,27 1 O.HS 9 1.4 i�98 sh9nknail �� rs f71 14'� 1$7 0�, f� 1-tt 129 k� 7. 1 9,18 6� 169 1A6 f39 83:0. 1.f9 13i 1. t 1.9 '4,1$ 13$ 124 41'4 �.0 0.S9 1.7.t7 1.49 tt?6t1 i Ci t 1.q d.18 Q-1B 39 116 fi9 ��.T 0.7 d.� t.U3 fi�1 � 1.SL9 T 4.4 0.18 20 739 123 112 t&.7` gl 0.9 1_,_OR 1 SL96 1 1:4 tf.74 25 139 ?20 4iU .7 A7 tl.94 _'1 i2 1 4.kUb. 1 t.A D.iB 3tl 139 118 4 46 F 0.7 tl.� 1.16 1 0.85' 1 1.4 0.18 Bdcommon 2X4woad � 1 � � 11G 1� �tR � 0.'1� �1.01 1.19 1 U. � 7 1A 0.1 HerrFeSONit+� t�A 48 5 16 40 t3d i14 4 ab.7 q78 l. 1.2x 1'Q.9`i .1 9.4 :tb ra� N.em•Fir AS t&2 113 1 iL2 1. 't,?AS 1 H.R 4 1.. 50 129 112 163 . '1.{� t71 i 0:85 1 t.4 'Oi18 g� 128 11} 1 ? 1.ii 7,29 i b.H6 h t,�4 iAYB t30 126 19? 1 dB-7 D t.'f 1.3! i 0.85 1 4;a Q18 140 i05 Bi 67 467 Q:99 4.29 1.A3 h>60 Y 0.85 1 1.{3 O.tB Limitatiotrac of Us�: ' 1) Faslener pulloui mqst be ovatt+ated When instalied ove� steel s#uds or a speoies of wood siuds ofher than that vuhioh was tested. 2) {n Hic�h Vetocity Hurricane Zones (HVN2) inst�Il per Miami-eade Cnurty Plorld�, NOA O7-Od18.94. ,, , ` it�14 11 kU t llt�i.11J� r � i ��`\�\ �� /� f � ^ -�., !„ �� '� r � M ��. , F � � � � ,Ctl �.. ^.`�� ;�J ��M� Iyi:`f�� `C # '�`��i sl�• f �� Rl idf#!tl��tkS�b�� t t � P%.�� 4 F1 ;rida Building Cod� Online Page 1 of 2 � ��-. __ s � �`,� � �� - � ��.� , �� ..�� ^� - ' � - � � i _� ,� � - � f�: .�� ;�� 3 ,� � - - t . S� 3 '�l �4! � ` 2 -� f� � � — _ _ _ �� -At �� F r ,� � � y. _ , �+ -' � �_' �'�:, a F` � � _ � _ X.�� _� ' �_ E _ _ .a _ u � .�. _ -°� - ,; ��'�`� _ �� -, �,,:, � �_ �, � = ,: �;_ �? . � N ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 3 � jj s� p (� Product Approval � .�: 4 � L:*"` �- �`�,:; USER: PublicUser .€' > �' • _' i Product Approval Menu > Product or Apphcation Search > Apphca[ion List > A I�cation Detail �- _ �_v_� PP � - _��'=.._'�.�. $ ; r � � ,F �� x FL # FL13236 �� • '�"� � `' A lication T e �� ;�, � g pp Yp New �� .<. r _ � � � # Code Version 2007 �� . � � �.�� A: �a,� ° � Application Status Approved '�'``�� ` Comments �' � e- _ �„� - - � �� .� � Archived �:, �� _ - _=,�.�__- Product Manufacturer )ames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909}356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jamesha rdie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Eim Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report.- Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/O1/2011 Validated By ]ohn Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL13236 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) Florida Building Code Online Page 2 of 2 St andard Y ea r ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted il/02/2009 Date Validated li/07/2009 Date Pending FBC Approval ll/13/2009 Date Approved 12/09/2009 - - — - — --- -- -- — - - �Summary of Products ; FL # Model, Number or Name Description f 13236.1 HardieShingle Siding HardieShingle Notched Panels, Hardie5hingle Individual Shingles. ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL1323_6 RO II install-h_a_rdieshingle-_hz_1_O.pdf j ; Approved for use outside HVHZ: Yes Verified By• Intertek Testing Services NA Inc ; Impact Resistant: N/A Created by Independent Third Party. No ; Design Pressure: N/A Evaluation Reports ! ; Other: FL1323b_RO AE Hardie5hinge_Flori_d_a_Analysis 11- i 6.odf Created by Independent Third P a r ty: Yes sacY. �7ext D CA Administration Department o/ Community Affairs Florlda Bul/ding Code On/ine Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: � � � � Wr�EtiFp ' �:., n.aur�a "v� vE�aFr - ' ° �Q _ J JamesHardie Hard�eSh�ngie Siding �I TM �- STRAIGHT EDGE, STAGGERED EDGE, HALF-ROUND PANELS AND INDIUIDUAL SHINGLES EFFECTIVE APRIL 2009 �.;`7 ;'-"',i_I_�'-.�1��!�� Ri:�,�Ul�`L�iE, t'i��i�;i;_� �', (�i1l.�JF�P�_US FF�':��,��!i,T� Visit�,a�...=r.;_�_.,.-�ye .:_i_forthemostrecentversion. j�.;1i'OP��PJT. �°�IL��f Ti:1td�TAL�Ai:� I�I�dISH THI � PP,OGUCT INNt;#;OP�;�Fav',� i;�?i�i;l�`��I��u�LE �t1lL�ING Gi��ES�i3�� 3;�1�� f=1��.;i�: �ra'�tl"1 I;�� 3aPPl.IuAT10� iP°�TR�CTIO�l� ��,�Y !_EAD 70 P�RS�iVAL INJ��'(, i�FFE:y� ;;�j��r��,'1 t ERF�RMANCE, VIQi�C E 4C��:�_ �Ui�Ci";�� ;�?�sl�;, �4��U Vi�Ip ?HE r'R�DU�T Oi�1�Y'1'u�}P�i�t i t. EEF�RE iNSTALL�,TiCiN, CONFIRr�I THAT �tJU !'�� IJSIP�G THE CORREGT �4'A{�DIEZI��E I�;ST�t�)t� � ifli��, ?'�d��"ia( i�T��l G� NZ10T"' PR��3UCT5 OUTSIDE �N HZ10T� tOCATION GVILL V01� #s)Jt� { �V4Ri�t�TY: TO DEfERMINE WHICH 'r1�3�LiEZCP�� PP�iE=� T�7 �QllR LOCATI{?N, VISlT 1�1VVW.HAl�DIEZONE.001� QR Ct�LL 1-8f��-�42-7343 (866 9HARDIE} �� a� ��Na�iN�: o curri�� asr�ucTio�s Store flat and keep dry antl oUTDOORS INDOORS covered prior to installation. Installing 1 Pos�°� cumng station so that whid will blow dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well-ventilated area sitling wet or saturated may result in 2.Useoneotmetoiiowing memods: shrinkage at butt joints. Carry planks a. eest: i. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better: i. Dust redudng crcular saw equipped wiih a - NEVER use a arcular saw blatle mat does not carry the HardieBlade saw blade trademark from breakage. James Hartlie is not HardieBlade° saw blade and FFPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for �� i. Dust reducing c'rcular saw with a HardieBlade saw blade ( ly use fa low to moderate cut�ng) damage caused � by imprOpef Irr�ortant Note: Fa maximum protection powest respuable dust production), James Hardie recommends a�vays using "Best"-level cutting methods where feasible. stOfage and NIOSFI apprrned respirators can be used in conjunction wim above cutting practices to turiher re�ce dust exposures. Additional exposure infamation is available at �wvw.jarneshardie.com to help you determ�e ihe mast appropriaie cutting method fa your job requ�emenis. If concem still exists ahout exposure levels or you hantlling of tlle product. do not comply with the above practices, you should ahvays consutt a qualrfied industrial hygienist a coniact James Hardie fa further infamation. SD08310.5 °�EP��AL REQUf�iEMENTS: • HardieShingle� panels can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing HardieShingle Intlividual Shingles must be installed directly to minimum 7/16" thick sheathing. • Hardieshingle panels can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie wili assume no responsibility for water infiltration. James Hartlie does manufacture HardieWrapT^^ Weather Barrier, a non-woven non-perforated housewrap�, which complies with building code requirements. • When installing James Hardie products all clearance details in figs.1,2,3,4,5,6&7 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not install James Hardie products, such that they may remain in contact with stantling water. • HardieShingle lap siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� protlucts. C;LEARANCES Install siding and trim products in Maintain a 1"- 2" clearance Maintain a 1"- 2" cl�arance At the juncture of the roof and vertical compliance with local buiiding code between James Hardie° between James Hardie products surfaces, flashing and counterflashing shall requirements for clearance between producis and paths, steps and decking material. be installed per the roofing manufacturer's the bottom edge of the siding and and tlriveways. instructions. Provide a 1"- 2" clearance the adjacent finished grade. Figure 3 between the roofing and the bottom edge of the siding and trim. Figure 2 � water Figure 4 Figure 1 � tr�m siding bartier siding I 1i 2" concrete deck materia� � foundation ._ �•-p• � i ._.. ° — � 6"min. ;!«�., �;4,,,' � .':,,�_ ,�,_ loist ashing ledger starter � flashing course ' For additional information on HardieWrapTM Weather Barrier, consuft Jarnes Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° products cor�ain respirable crysfaNine siica, which is knam to ihe State of Califomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer fran some occupational sources. &eathng excassive artioimts of respi�ade s�p dust can also cause a d�abGng and potenGaly fafal lung disease called s�ico�s, and has been linked wilh other diseases. Some studies suggest smoking may inaease tl�se risks. During installaUon or handlfng: (1) waic fn aAdoor areas wRh ample venUlation; (2) use fiber cemeM shears for cutting a, where not feasiWe, use a HardieBlade saw blade and dusFreduang awlar saw altached to a HEPA vacuum; (3) wam dhers in the immediate area; (4) wear a properly-fitled, NIOSFEapproved dust mask a respkator (e.g. N-95) in accadance with applicable govemment regulatlons and manutacturer instructions to furiher fimit respirable silica expos�ues, pwing dean-up, use HEPA vacuums ar wet deanup meHads - never dry sweep. For fuMer informatbn, refer � aur InstaWlbn instructi�ons and Material Safely Data Slreel avaNable at wwwaazr�ardie.can a by calling 1-800-9FIARDIE (1-806�942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND IN5TALLATION INSTRUCfIONS MAY LEAD TO SERIWS PERSONAL INJURY OR DEATH. sonwom HS0921_Ptl6 4/09 � y >o� Maintain a t/4" clearance Maintain a minimum 1° gap Figure 7 ,�. ;� �}:� �; ,,},., 3 ��-.= between the bottom of James between gutter end caps and �- Because of the volume of water that can pour Hardie` producis and horizontal siding & trim. s ��; down a sloped roof, one of the most critical flashing Do not caulk gap. se,f-adne„�9/,, flashing details occurs where a roof intersects a membane � Figure 6 `' sidewalL The roof must be flashed with step Figure 5 �r-�an�� flashing. Where the roof terminates, install a e9�"'�mn�'B kickout to deflect water away from the siding sidmg �� 9 cauik� t14 ;1 It is best to install a self adhering membrane on Dnp edge siding the wall before the subfascia antl trim boards are .° . „o�sew�p nailed in piace, and then come back to install the flashing klCkOUt. _ _ fascia gutter and end cap Figure 7, Kickout Flashing$ To prevent water from tlumping behind the sitling and the end of the roof intersection, install a"kickout" of sufficient length and angie to direct the N�ater running down the roof away from the sitling. STAGGERED EDGE NOTCHED PANELS Stepsl-4 tnmboard �16��°�24�� water-resistive o.c. � barrier z�'d ��....`*�� 1!8 �-�--- \ I minimum N sheathing Fastener Requirements gap for �� ,, , i �, 0 083" x 0 187' HD x 1 1/2" long ringshank nails are used for �t k I� THIS AREA 1 —�.- '�� I �� fastenin HardieShin le� Sta ered Ed e Notched Panels to both framin and to � r DO NOT NA�L THROUGH —�� I T � 9 9 99 9 9 l i 5.5" i� � ; 7 1 1 6" t h i c k A P A r a t e d s h e a t h i n g. 1 6 �� '� �'�� y I HardieShingle Staggeretl Edge Notched Panel Installation panels � i'� .-3ra° � � �� Install HardieShingle notched panels with joints butted in moderate J; J ' ' �� _ �' — � J I contact. Due to overlapping of the joints, caulk is not requiretl except --. � I where panels abut trim boards. (fig. 8& 10). Ensure keyways do not ,� line up on subsequent courses. �� ° ¢ > s ` 4 ..; � �� ;�,,� �, =a�.: � �° � ° � �� e ' I 1) Install a 1-1/4" starter strip, and a 81/4" or 91/4" wide HartliePlank= ° °� �� n �'� �� osi6on nails into framin trim first panel 1 1/4" lap siding starter course. P 9 to hit furthest stud second through previous courses. starter strip 2) Trim the first panel from the end abutting trim (the left side in figures 8& �o�rse Only when appfication is to minimum 10) to hit the furthest stud. When installing over a band boartl, trim the �ns thick APA rated sheathing, 8-1/4 or s-�ra�� position nails at 13 3/4" o.c. HardiePlank°siding bottom of the panel to create a straight edge, leave 1/4" gap between Figure 8 Allow 3/8 from panel edges bottom of siding and flashing (fig. 9). 3)Secure panel, leaving 1/8" gap for caulk at trim and continue the course Steps 5& 6 along the walL �� —1�-- — 4) Start the second course, by removing the equivalent of one full stud m��m�m -- _ `'��;. ;*��.4� i � � -�! �,sa cavi a ain from the end abuttin the trim. This is to revent attern 9ap for � �'`s:�� ^� _�,, ,, �� tY, 9 9 P P caulk I,a �. repetition. Repeat step 3. � "�� 5) Start the thirtl course, by removing the equivalent of two full stutl cavities � � �`� '�'� °' � . `` and repeat step 3. �„ ' � , 6) Continue up the wall repeating steps 2 through 6 until desired height is m�rd reached. cou�se �� x Figure 9 first course 1/4" gap. Do not caulk. k,_ �" � -,;: , - second band board ��= 5 ;� course HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 55, based on a maximum 5.5" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 8). The illustration (figure � and associated te� was repri�ted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. HS0921_P216 4/09 � y >o� STRAIGHT EDGE NOTCHED PANELS � ��T;��La ;�'��N Maximum Exposure of 7" Figure 10 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps 1 - 4 trim board water-resistive Steps 5 & 6 16" or 24" o � barrier` 1/8 – - 1/8 gapfor � E minimum , 4--� caulk � � I� sheathing gap for �� k l � - - _ ,__ caulk I- '�_�. ..- � _ #-- DO NOT NAIL THROUGH � �� -� � �� 6 -�-� - THISAREA � ` �. t � I_ - ._-��'r .._,-_�-�. � ,,:.� . , - � 16" — � 1 I I shingle �� I I i 1" � � I r3l8" �� -= � I third p course i � i I �- t- � ` -- c -- - - - ' - -'� s - _"° '- ' --'- � --- ---° - - - - - _- _ ° . _ _ , __ _ - o _ - ' _ _< _: . ,_ - 4 0 �� v Q - P b P � -0 0 _ 0 _ - o. - 1 _ _ 0 o e p ° o a o 0 0 - - - ° - - �IBf position nails into framing minimum course through previous courses. ��4" second Only when application is to minimum s[arter strip course 7l16" thick APA reted sheathing, trim first panel position nails at 13 3/4" o.c. to hit furthest stud 8'��4" or 9-tl4" Allow 3/8" from panel edges HardiePlank'siding NA�DIESHIN��E" STRAIG�IT E��E Ni�TCHED PANEL �,OVERAG� Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 45, based on maximum 7" exposure. HALF-ROUND NOTCHED PANELS INST�LLATIO#V Figure 11 Fastener Requirements 0 083" x 0187" HD x 1 1/2" lon rin shank nails are used for trim board �s^ o� 2a water-resistive 9 9 barrier' fastening HardieShingle� Half-Rountl Notched Panels to both framing and o.c. 1/8 gap I to 7/16" thick APA rated sheathing. for ,.,, , sneatnin cau�k ��+ ° �` 7 � i 9 HardieShingle Half-Round Notched Panel Installation '`'�; k f "�� " � DO NAILTHROUGH �� . Install HardieShingle notched panels with joints butted in THIS AREA � �� ''_; .: moderate contact. Due to overlapping of the joints, caulk is not required �s° i"° ��--= "--� _�`- shingles ° � - �- : �c- � � except where panels abut trim boards (fig. 11). �° � a;;, ��, �� i ;=�s. 1) Instali a 1 1/4" starter starter strip, and a minimum a 8-1/4" or 91/4" ; 3 � g . ;;' .::? _��'� �� wide HardiePlank� siding starter course. 2) Trim the first panel from the end abutting trim (the left side in fig.11) to hit the furthest stud. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the -,; ,� =�. ,�,° � - •- ��, ^?� course along the walL �;Skx� � 4) Start the second course, by removing the equivalent of one full stud correct M1 � cavi a ain from the entl abuttin the trim. Ensure the seam is located alignment position nails intoframing trim first panel � ii4^ tY� 9 9 ihrough previous courses. to hit furthest stud starter strip over the midpoint of the lower course for correct alignment (fig.11). oni wnen apa��cason is to minimum 7/16' thick APA rated sheathing, 5) Continue up the wall repeating steps 2 through 5 until desired height position nails at 13 3!4 o.c. a or 9 is reached. wiow s�s irom panel edges HardiePlank° lap siding HARDIESHINGLE HALF-RDUND NOTCHED PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces wiih 7" exposure. HS0921_P3/6 4/09 /r� >o� INDIVIDUAL SHINGLE Figure 12 ,� � �' Vim board � 16" or 24" �� Watbar e�stive i� 1�� #�1��R�1`� o.c. HardieShingle° Indiwtluai Shingles must be installed directly to -_ �____ __ l� ___ minimum 7/16" thick sheathin . 1f8 �� 9a p �' 1._�— 9 for - sheathing FastenerRequirements cauik � _ ��.' 0 091 " x 0.221 " HD x 1 1/2" or 0.121 " x 0 371 " HD x 1 1/4" long t �,. ��' corrosion resistant siding nails are used for fixing I + \� ��- Hardieshingle siding to 7/16" thick APA rated sheathing. sh ngies � I �� I \ ' � Hardieshingle Intlividual Shingle Installation � � � ' L ,' D u e t o o v e r l a p p i n g o f t h e j o i n t s, c a u l k i s n o t r e q u i r e d e x c e p t � °° � i �� ; �, where panels abut trim boards. Space shingles a maximum �, '� I 1/4" apart and leave a minimum lap of 1 1/2" between successive �- courses (fig.13) � �� p �+:,, � �.:� '" � � a - o °�,�� 1) Install 1 1/4" starter strip and a 8 1/4" or 91/4" wide HardiePlank� _�. a_ ° � tr slding starter course. Posiuo� naiis co secu�e 1 1/4" 2) Install first shingle from the end abutting trim (fig. 12) through previous courses, starter strip 3) Secure shingle, leaving a 1/8" gap for caulk at trim antl continue not above the course along the wall. a-va° or 9 4) Start the second course, leaving a minimum lap of 1 1/2" between HardiePlank siding successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. - ;-�` iY � - 6�1�:._ _ -_ - _ _ - - - Figure 13 = f°Il�RDI��F�ING! E INDIVIDUAL �N1NCi�� OVEt�A(',-�E - - Water- t � � resistive - ;� barrier' Shingles for sidewall applications are available in 6", 8", o 0 0 0 0 and 12" widths. Bundles needed for one square t sPace I shingles (100 sq. ft.) of product coverage: max. va° � 1" apart Shingie Number Pieces sh ngles � Wldth of BUIldles pB� BUtidIC � Ieave a minimum 6 �� g 11 lap of 1 8" max. between joints g�� g 11 xposure in succesive 12 6 11 courses CORNER �ETAILS Figure 1a A. Panels butted against corner boards. B. Panels butted against square wootl strip on inside corner, flashing behind. C Lacetl outside corner D Laced inside corner. minimum 1" thick trim A B C D WINDOWS AND DOORS Building wall components such as windows, doors and other e�erior wall penetrations shall be installed in accordance with the component manufacturer's written instailation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. HS0921 P4I6 4/09 y ro� ,�.�.3 ,�,�� :� � ��:a��: Installation over sheathing is recommended for gahles. 1) Install a 1 1/4" starter strip and a 8-1 /4" or 9-114" wide HardiePlank� lap siding starter course. 2) Begin Half-Round Notched Panel installation by first marking a plumb line down the center of the gable. Center either a keyway or a half-round long thls line to ensure a symmetric finished appearance (fig.15 & 16) 3) Start secontl course, by removing the equivalent of one full stud cavity and ensuring the seam is located over the midpoint of the lower course 4) Cut the edge of the panels to correspond with the rake angle of the gable leaving a 1/8" gap for caulk at the trim. 5) If the rake angle cuts through a keyway of a complete panel or significantly weakens the end of the panel, use face nails to secure the end pieces as shown (fig.17) 6) Continue installation aligning courses as indicatetl. At the top of the gable, face nails will be required for the final pieces (fig. 18) panel centered Figure 16 on shingle face Figure 15 and 24 oc studs chalklined �� I \ ` centerline / " � � of the gable � � 'I! � \ 8-1/4" or 9-1/4" � HardiePlank� DO NOT NAIL THROUGH anelcentered Tnis AREA _ lap siding on a keyway I over a sheathing. 1 1/4" starter stnp - - ---- --- - - securing to fully nailable sheathing nails must overlap top of the previous course first course Figure 18 Figure 17 � face nail top shingle I / � second course seam is located � � - - - - - - - - - - - _ - - - - - - - - - - - over mid-point of � � � � . lower course ' � face nail trim board cortect small pieces alignment flashing (refer to fig. 5) GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners iype and Fasteners must be corrosion resistant, galvanized, a stainiess steel. piacement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where James Hartlie recommends the use of qualiry, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technicai Services if you are unsure of applicable compiiance tlocumentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. PNEUMATIC FASTENING • If nail is countersunk caulk nail hole and add a nail. (fig. B) James Hardie products can be hand nailed or fastened with a pneumatic tool. ' For wood framing, under driven nails should be hit flush to the plank with a Pneumatic fastening is highly recommended. Set air pressure so that the hammer (For steel framing, remove and replace nail). fastener is driven snug with the surface of the siding. A flush mount • Do not use aluminum fasteners, staples, or clipped head nails. attachment on the pneumatic tool is recommended. This will help conVol the Snug Flush depth the nail is driven. If setting the nail depth proves difficult, choose a _ Countersunk, � � � � Caulk 8� setting that under drives the nail. (Drive under driven nails snug with a add nail smooth faced hammer - Does not apply for installation to steel framing). do not under DO NOT Figure A Figure B drive nails sT^P'� HS0921_P5I6 4/09 . y ro� q n Y�`#°�' t��;�v�1��E: r� �',,'-�� v �#',i�� f.;'.��_ ..��<<:. For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie�y products. with ASTM C920 Grade NS, Ciass 25 or higher or a Latex James Hardie° products must be painted within 180 tlays for Joint Sealant complying with ASTM C834 CaulkinglSealant primed product and 90 days for unprimed. In addition non must be applied in accordance with the caulking/sealant ColorPlus'� protluct versions of HardieShingle� Siding require a manufacturer's written instructions or ASTM C1193. field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. �0�.��US�' 7'��HNOLC3GY C�ULKING, 7�UCH-�JP & l�MiNAT� • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch up applicator Touch-up paint should be used sparingly If large areas require touch-up, replace the damaged area with new HardieShingle� siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matchetl caulks are available from your ColorPlus� product dealer • Treat all other non-factory cut edges using the ColorPlus Technology etlge coaters, available from your ColorPlus product dealer PAINTlNG JAMES HARDIE� SlDiNG AIVD TRI�11 PRQE�UG��S �1IiTH �GLO�iPLU�°' 9 E�;HN�L�3GY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommentled • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with ICC-ES Legacy Report NER-005, HardleShingle� Staggered Edge Notched Panels are re�rognized as a suitable aftemate to ihat spedfied in: fhe BOCA National Building Code/1999, the 1997 Sfandard Bu�ng Code, the 1997 Unifam Building Code, tlie 1998 Intematlonal One- and Two-Family DweBing Code, the 2003 Intemational Building Code, and the 2003 Intematlonal Residentlal Code for One-and Two-Famiy Dweqk�gs. HardleShingle Staggered Edge Notched Panels are also rec;ogrdzed fa application in the following: City of LosAngeles Research Report No. 24862, State of Flaida Nsdng FL#889, .02, U.S. Depl of HUD Materials Release 1263c, Texas DepartrneM of Ir�surence Produd Evaluation EG23, City of New York MEA 223-93-M, and Califania DSA PA-019. These documents should also be consuRed for additlonal ir�ortnaNai conceming the sultabWity of this product fw speciflc appikxtlons. O 2009 James Hardie IntemaGonal Finance B.V All rights reserved. PIBeS2 VISI� W4V1N.J8f112Sh8�dl@.COfil � r�n, sM , and � denote trademarks ar registered trademarks of for Additional Product Information and JamesHardie James Hardie Intemational Finance B.V � is a registered Availabili , Installation Information / trademark of James Hardie Intemafi�onal Finance B.V � Wamings, and Warranties HS0921_P6/6 4/09 PROJECT R1C7-2166-�9 ENGINEERING EVALUATION REPOftT F�R A`TTACHING JAMES NARDIE� BRAND F18ER-CEMENT �HINGLES TO Wt�C?D FRAMED WALLS WITH VARIUUS FASTENERS .1AMES NARDIE BUII.DING PRODUGTS, INC 1Q901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE Referen�:e Reparts and Res�.ilts 1 Purpose of Analysis 2 Table 2a: Calcufated Design Loads, 15/3z inch plywood sheathing 2 Table 2b: Calculated Design Loads, il16 inch �SB sheathing 2 Tabfe 3 Pressure to be Resisted for Exposurs B 3 Tabls 4 Pressure tQ be Resrst�d fc�r �xposure C 3 Tabie 5� Pressure ta be Resisted far �xposure D 3 Design Wind Load Procedures 4 Table 7 Maximum Wind Speed (MPH - 3-sec gustj f�r Various HardieShingle Exposur�s and Various Fastener Sizes 5-6 �.imitations of Use 6 As product evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2007 Florida Building Code. PREPAR�D BY. RONALD (�GAWA & ASS�CIATES, fNC. 5801 WARNER AVENUE, #376 HUN7INGTON BEACW, CA 92649 714-292-2602 714-847-4595 FAX \\\\\```� I l I I I I ll il�� '` `• �" ��i.r , \ .- ,' r a. '� 1 � ` .,.. � ' . 7�G � � � - � ' ST�iT� : M `�,,�, = � , .� -�: �.» - +'�;:!°��,. �°w` .,, y�.t A �� ;,,` ��. :� i �µ . _ ��l�{�tikl...�� - �. � , . �- Rcmald Clgama ario A�ssc,iat: s L 8�(11 l^Jarn�:i Flv�air,n� #3=r H�mUr:3tonl.'ear,l�. �', u2��k'; f'ro�.Gd itl0-2'FSi;-u� �? 14) ?.Fi2-2E02 � �e,l "dl �54; -d5�5 (;�x i;�mes't �3 ;ddiri� Pmdur(s, i. . '' � . ��C. -_Im ��e� r.:� j . , �Y,+� �� ,, i ni�ta�ia, 1.:� 323i, - ' �'+� ��, i �C;i;-947.-;=:" _ _� , �,�,C,�`�'��' �ualuation Subject: HardieShin3le'� Nothched Panel Siding HardfeShingl� Individual Gladding Shingles � i' ,.'; ,,�y. � ; � � k trade Namas; '� , y ;�� - ;.�:�rd�:�5t:irglz3� Pl�thch=.�d Par.e:s Harci�F�h�n��e'%'rdiv:du :I c;hir:c,as _'- � � f� ' . , r ��.' �)�- '`� "�d � r`'.e.ferent.e Ropnrts: � f , "=��_ �' ��r�.•�°� 1} h�te�tek Testir�g Set�ices NA, inc , Pb^ississagi�a. Ontano, Repo!t 3t3fi7813. 4i29iQ5 (RSTM Ci 18fi} �, ,._,, " �^� � Tesling H�rdieShingle Siding to ASl'.d Ci IP,S on Fiher-Cemenf Fiat Sherts "'��,'1 Z. 2.'t'� t�� ErF,�. 2) Rsrn;ech �abcra,oriea :nc. Report 1?43[-9Jn6�2 (ASTM E330t ' - -�,w� _ f � 'frrmsverseLcatlT..st.1;A"tnick�y4£lim-hvr:deHardfeShfngleNot�hedFarials:i�stalledon7t16�,cnt:,�r.kOSt'ratetl,n-�-atr.^'a ��;r'r:,tJg�'1; . ` na�;ed wilh a f 1!? ,iich k:r,9 i�s 0 0: 3 mch shank �1:2meter by 0 1S7 inrh h<:ad dlam8ter rm,q ;h�ink na.i _ J) Ramtech labore'c^ics ii�. 1?ep�rt i'438-?S!?50; tASTkI E330) irsnsv^rse I.cad l rst, ir4" Thick cy d� ir�.h wide Hardie:Shingle Nvtched Panels :nslalled �X4 V'!ood Siuds SG = O.qU space�S at 16 �nciie5 nn c��nter wifh •� i- E �:> inr.h lony hy 0 v&3 Lnch shank diametar by 0_ ;8? �cich head dian�otr r r'n� sh� r;k r d) Ramtech Labora�ones, Inc. Repoi? i IA36-99/1604 �ASTM E33D) Transwrse t_oad 7e:;?. 1%4" T;;ick b; 4t� irch vnde HardieShingle Notched Panels install-�d 2X4 Wovd Studs �G °�?.eQ sp�ced a� 24 inchrs or r,en;er :vitF r, 1 1! 2 ir.ch long by O.tE3 inLh shank diamater hy 0_?87 inr.h hs�d dia�;tater rn�i sE�ank �a:i 5) R2rotech Laberatories. Inc- Repor 10794-97-14.5R (ASTM E33�) �ra�5varse l.oaq T�ist, 1 iA" l nick Gy 12 ir:ch wide HardiaShipgle 4'�adding 5hingles :r�tailed on 7`/32 inch APA. ra'ed sheatte�ng nai!ed v✓itn a NuinGer �i 1 gauge t t?4 r:ch leng rcofing ra�� 5)Ram�er.h!:3bnratane5 Inc f2�por;'J�:�4�9%-14fi4tAS:R1E330j ?r�rsverse Luad Test, 1; ." 1 nlck by I Z inch wrde HardieShingfa Ci;adding Sni�fyles ir.stafied on 7/iG inch OSB iated sl��.a!;nr:y nailed �.vuh �� 0 U91 irirh shar'ik diameiei bY Z 5 �nch Icng Fy 0 27_t inrh head uiamelFr ReFerence: ASCt_ 7-05 2G07 Florida Bu�ld�ng Gocie 2006 Internatitm3i Buil�m� C:cd��' P006 Intern3tronal Resfde:ntiat Codc;F� ResWts; HaMieShinyle Notched Panels and HardieShingle Indnr+duai CladAing Shin9les comp!y ��nth A57FA Ct 15�i. Sfandard Specihaation for Grade ll, Type A Non- asbesfos Frber-Cement F1at Sheets Table 1 Results of Transvetse Load Testin _ Frame Weathar f8stener Ul6mate Desig�i Report Test Thick�ess Spacing F�epoaure SRSCing Load Load Product Number Agency {in.) Frama Ty e (in.) (ia Qn.) Fastener Type (PSF) (PS�) �dmimum 7;96 in thick OSB 1 5 in. long X Ha�dieShmc�le 1 ��3� sheathiog D.083 in shank X � NotChed Panel - 991i602 H��ttech 0 25 complymg 7 13.75 0.187 in. HR riitg ��' 22., Straight Instatlation with UOG shank naii PS2 Minimum 7116 HardieShingie in. thick OSB i.5 in. long X Notched Panel - 11436- H��ptech U.25 sheatBing 7 � 3 75 0.0$3 in. shank X 61 20.3 Staggered 99/t602 complying 0.187 ia HD, ring Insiallation with �QG shsnk noii P52 7.5 in, bng X Hardie3hingle 11438- ftamtech 015 ZXdwootl t6 � 61ind p.083ln.shankX �82 64.0 Notched Panel 99M6o3 SGZ040 neiled 0.187 in. HD dng shenk nait 1.5 fn. bng X HardieShing(e 11438- Hamtech 0 25 zX4 W°°d 24 � 6{IMl 0.083 in. shank X 97 32.3 Notched Panel 99l1B04 SC,?040 na8ed 0.187 in. HD. ring shank naii Minimum 2 rooMO HardieShl le 15/32 in. thick nafi� No. 11ga. 7-1/4 �9 Individual Ciadding ��8 � Ramtech 025 �P�� 8 9 inches in. tong roofing 100 33.3 Shingie wNh DOG from butt nail PS1 � MinGrtum 7/46 2 skling � Hardi�.Shhqle in, N�ick 03�1 �� 0.081 in. sheNc X �, 1479k-87- sheathing o.231 �. HD 7C ' IndRrldw10fddding Ramtech 0.25 8 91t�qhe9 9�.4 26.8 �� td64 � P�� frcNn butt 2.B M. � sidi�iq- . 4( PS2 � iY � 3� Page 1 3'� i's �'!'; __ _ _._ . -- .�. ,.. _.. _.,_. u..__ ,�.w.v��K.�,�...�.�,�. Re,n;l�] Cgar:y a;rd Ass�;r_!a;e.� li�. 590± �;70 H�1i}iit��.�it� �;�?��.h ( �,'JiJ4J I�rlj>i i F'.��1-:ih6-Qn ('!?4) `<92 2602 r,Ell r?;41 847 459�'ax ! ��ias i-L::tl�e €3u!id:ny p��:d;�:.s �r 6�)i) i Eh*! �venue ;nt.��ns Gi192�3i ; 8r�r)-942-i34'i Vurpose: i his analysis is �o determine ihe m�x;mum wind spaed to Se r�s:stRd by :m assemCly of tiardieShii+gle hlctcned Par.eis or !�3rd:e�hingle la�iiv��Eial dadd:ti�; �hinyles Fas(ened lo weod Craming cr rrovcl s:ieaEhir.y vritt; sidir;,� na,s er r.,oi;rg r.ails V�itl� �ag�rda to H�rdieSh�ngle IndiviAuai Shinyles antl basatl a resi�its nf !esci^g & inr.t� Lvea;her exoosure. w? � ;orate !he araa of ? u�cr, a:id G inch w&atP��r expesure back fo the original 8 inch wealher expa�ure Ip determir�a Ihe respec6ve uplift resislance at re<;ur_Ed weather exposures. 3y using this proration, the �_iesi�n loada fc>r varieus HerdieShingle Individual SEiir.gie vreather exposurc:s wi:i 6e determined Tabis 2a, Caiculated Design Loads for Rectuctivn in Weather Expasure, HardieShingle Individual Shin9te nailed to 15J32 tnch piywood sheathing 4Veather � Czsign Pressur� :=xposure Ulfintato Lead (;nches) Lead (PS�1 If'SF) �f OS=3) y�,< d it:0.0 33.3 �4, 7 1�7.0 42.3 ��_ '�� 6 1F6_7 55.9 Cflci,k fpr results, Hard;eSfting�e Individual Shingles insta:�ed on 15:32 inch p€y�vood wdh twc fasten�rs Incated 9 mches from tha free end. 7he assemhly tested in Ramnfech Report 10794-97-1458 has a w2ather exposure of 0 inches. E'roiaUen of the areas Weather �'''tEather t) G,posure [xposure Araa (ji�rh05} �5q 8} A� .. 0 567 A, 7 p.583 A, u 0 500 �} f3y assuming ihe same resisiance, we can set the mcrnent tor the tes!ed configuration equaf to the moment of the reduced �xposure_ Therefore, A Solve ferq �, 4 � _ �/�.t X � ' � ) X �wr j!(A � X (3.5 + t )� � K�'� ��X +s SelJe fp� q z , Qa.= �� X C4 t 1) X 9�..� 1; (A X i 3+ 1)1 `�»u q� Qz t 00 126.98 168.67 Table 2b, Galwtated €)esign Loads tor Reduction in Weather Exposure, Hardie5hingle Individual Shingle nailed to 7f18 lnch O56 sheathing Weather Design Pressure Exposure ��6mate Load (Inches) �-oarl(PSF) (PSF) (F03=3) qr.c 8 88.4 29.8 qi 7 113.5 37.8 4� 6 149.0 49.7 ��1�itt1111itt111)f�f� �,,.��`` 1, OGq '�%, Check for results, ` , NardieSbingle individual Shingles i�stailed an 7/16 inch OSB with two fasteners located 9 inches hom the free end. � rr �r�, The assembly tested in Ramtech Report 10794-97-1464 Bas a weather exposure of S inchas. , � �'s-.� .. Proratbn of the areas: �- �� f Weather Weafher _ �;'� y 1) F�cposure Exposure . � (inches) �ea +' ��' , ��`�� . .'. � '• ' �y °-� � �) '" � + 'r4. w � a. A� 8 0.667 �r '� : �1�' � .,.. - A 7 0.583 .rr�;,��1 +.s.:��y � ° A B 0.5U0 �l �° X �� x � �� ,' i Page 2 �;�,ndid O�awe ��lu P,., i�ri,:::�; ui�_ S�JQf 'vVaric< <',vrnue, �:,6 I i„i;iinc�tui� ��.a:.it + - .. �t:Ys:� ?to}e:�t r<�! z � [:�;-?i� i {714) �9'2-.i!i02 ct:dl (71-1) 34'-4�>�ar f;:� I:�r;c.�i a��;iiwl�iin�Frcdu�t� iro alilt'�il':fs't �, , �' s � ��' � i4u� N;ni .��°.ti:ie .,� }{ % r::{,r;,.:a ca �??sri� , �� ' .°! � . t t. ., :ia2-7;a; ~h � ��i..��e9 r . q �� . L � .' _,-, , �; � -- F3y a554m:ng t`e sama resisiar:ce, •:re can se! ti ._ mr,mzrt fcr th� t�,slt;d c un'� ,:,raUnr • I to ih� m:;r of q�:e i; d�.ce.:l .` _ ! heretore a �^�' �_a .r"�! t.3� i � i ;,� . A,,,,� X(4 � I) X 4,.•. A, X(3.Ei � I � x�.� _. `-,` s-; SOfv�iofCt, �ry ' ,-�� - .°�� t� �_[A«:; H 14 + i) X q� �i;A� k i3 5- ir1 ��J"r ��'_ � :�„�„�, _ � ,. '�, �� .�#'. ` �, < �� !tx�_ y � � . � ' � � '`�.�.�� ' � Sorva for q . 1 a;: X 4° 1 X tt., r � A- X 3+ 1 '`��''"} , h �� .' s� `te= l t 1 _,_ ] [ i (- ;] S �� . ---- -- ----- �,� ��'�%`Td��a� � `�� ' � I r'?h hF a �;�.:`�r; -. r a:�; �: u,. �r r:r:��,i��- 89 4 113 52 149 00 � , ' TaUle J, Prassures (PSFy to be Resisted at Various Wind Speeds - YJind Hxpoaure i.ateqory B, Kzt=7, 1-=1.] NJirxf S eed (3•second ust 85 90 100 ? 10 120 730 140 150 170 � � F. osure B B S B _ f3 6 B �3 B �' Adjuatmant { ht (tt) facfor, x �^�'� = i l A � y 5 2A 1 29 1 3d 7 A0.? 4� � 5�i.2 t7� 6 0-? 5 1 17 4 i 9 5 2A.1 29 1 34.7 40 7 4Z2 54.2 6 � 6 � 20 4 17 4 19.5 24 1 29.1 3a] 40.7 � 4?.2 .Fi�i.2 65.� ZS t 17 4 13.5 24.1 2�3 1 34 7 40 7 472 �3 2 6`1.G' 30 1 17 4 i 9 5 2A.1 2y t 34 7 40 7 4i 2 54.2 � `v9.E 35 1.05 18.3 20.5 25.3 30.f 3G.4 42.7 A�3.6 56.9 � l. t 40 7.09 19.0 27 3 28.3 31.; 37 8 �l4.•l 51 4 5:i 1 73 0 ,5 1 12 19.5 21 8 27A 32 6 38 9 45 6 52 `� rp 7 � g 0 50 1 16 20.2 22.6 28.0 33.8 4Q.3 47 2 54.8 82.9 a07 S5 179 2�.7 23.2 28.7 3A.6 41 3 4Ff.4 58.2 b'4.5 82.6 6t� 1.22 ?t.2 23 8 28.4 36.5 423 49 7 5T 6 F,6.1 B4_9 100" Ifz = 0. 30.8 34.5 42.7 87.6 81 4 72.1 83_5 JG.O 123.3 'POr haight � 60fl: Kzht, Kd=0.85: 1'1, GCp=4.8;GCpi=0.1$; p=0.04256"Kz`Kzl"'Kd'V Tabla 4, Pressures {PSP) [o be Rasisted at Various Wlnd Speeds • Wind Exposure Category C, Kzt=1, 1=1 0 Wind ed 3-sgcond ust 95 �0 100 110 120 13� 1�0 150 !70 E osure C C C C C C C C C AdJusfinenl P„�b = 17 4 19 5 24.1 19 1 3d 7 40.7 472 5A.2 G�J.6 Nei�ht (ft) 4actor, h 0-i5 1.21 211 23.6 29.2 35.2 42.0 4�J.2 571 (i5.8 E3A.'L 20 1.29 22.4 25.2 311 37.5 44.8 52.5 89.9 69.9 �39.8 25 1.38 23.5 26.3 32.5 39.3 46.8 54.9 63.7 73.2 �J4.0 3Q 1.4 24.4 27.3 33.7 40 7 48.6 57.0 69.1 75.9 �J7 4 35 1.45 25.2 28.3 34.9 42.2 50.3 59.0 68.4 78.8 100.� 40 1.49 25.8 29.1 35.8 43,4 5 L7 64.6 70.3 80.8 103.7 45 1.53 8.8 29.8 38.9 A4.5 53.1 82.3 72.2 82.9 108.5 50 1.58 27.1 30.4 7.6 45.4 54.1 83.5 73,8 8A.8 108.6 55 1.b8 273 31.0 38.3 46.3 55.2 64.7 75.0 862 110.7 60 56. 6 . 6.5 .6 _ �, 4.0 65. 79.2 91.T 148.4 122.1 8.9 '�or height> BOR: Kzt=1: fCd=0.B5; 1=1, 6CP�1.S:GCpi=0.t8; P=0.q0256•Kz`KzPKd'V^2'I`(GCpfGCpi) Table 5, Prassures (PS� to h'e Resisted at Varlous �nd Speeds - Wind Exposure Category 0, Kzt=1, 1=1.0 VJkud d 9-secood ust 86 90 100 110 1Z0 130 140 15q 170 � � D D D D ❑ D D 0 A � j �� P� = 17 4 79 5 24.7 29 1 34.7 40.7 4Z2 54.2 69.6 Height (ft) feCtor, a 0•15 1.47 25,8 287 35.4 42.8 51.0 59.8 69,4 79.7 1D2.3 20 7,55 27.0 $0.2 �?.4 45.1 53.6 63.1 73.2 84.0 1D7.9 25 .8t 28.0 31.4 3$.8 48.9 55.a 65.8 79.0 87.3 112.7 30 1.8D 28.8 8�.4 .0 4R.3 57.6 87.8 T8.4 �.Q i 15.5 � �.7 .e 33.2 It.Q 49.b 56.D 89.2 .2 H2.1 118.3 qQ 1 ,� 3.9. 41.9 50.6 .4 T0.8 82.1 94.3 1Z1.1 �� {Q .7 ,, -9' S1.B 81.8 72.4 84,0 fle.� 12 ,9 , . ' _," ;.:, .7 . - .B 3.T .4 88.t 1 ;D �_ ". {,� '_ r � ,6 . : 4.a 8 9$.7 128.1 .1 .4 -M' � 0+4.7 .6 1 . 4.' � .1 �. r t#GCPB Tadtep 3 tttr�h'1S bie 6di�Yfld an#i?�9CE 7.ff6 �t consletent with fhe 20UT Fbrit� Bwkiing Code Page 3 f.�nald Ogavra and Assor.ietr:s ir.c 5901 Wamer �vzi:uF A.i76 H�,ntuiyEon 8:., �ch, G!� 9�849 E�(Cj._Ci (�'�/-2'�(ici-!l�i (714! 'L92-2EG2 celi (7�4i�47-456�5fan ' 1ar�es Hant�G Sutlr�in9 i'roducts. Irc i0901 E6nAvenue Fontana,CA 42337 1 :OG'�a2 7333 Oesign Wind Loxds: Equation ?, 9a C 00266'k,'K q� , velncity pressure at heiyiiE z K.� , valocity pressure exposure coefficient e•ra�uated at he�ght z K„ , topographic factor K, wind direckionalihj factor `/ , basic wi�d speed (MPIi� I irnportance (aMer Equation 2. P=9 GC , product of external pressure roefficient and yust-eRecl lactor GC„ , producf of intemal pressure coefficieru and gust-effect facior p design pressura (PSF) for cfadding Substitute q� into EquaUon 2, P=0.00256"Ki K,'K,�•V`"I'IGC Solving lw '✓, V= (p((09025$"K�'K� K�"!'(GQ,3GC�„)))^0.5 Tadle 6, Coefficients and Constants used in asterminin V, Basic Wind S eed (MPH 3-second ust) K Helgt�t (R) Exp B Exp C Exp Q K IC I GG GC 0-15 0.7 0.85 103 h<_6t3 1 0.85 1 1.4 0.18 20 0.7 0.9 106 1 685 1 1,4 0.78 25 0.7 0.94 , 1.12 1 0.85 1 1.R 0.18 30 07 �.88 1J8 1 0.85 1 14 0.18 35 0.73 1.01 1.19 1 0.85 1 1.4 0.18 40 0.78 1.04 1.22 1 p.85 1 1.4 0.18 45 p.785 1.065 1245 1 0.85 1 1.4 0.18 50 Q.81 1.09 1.27 1 0.85 1 1.4 6.18 55 �.83 111 1.29 1 0.85 1 1.4 0.18 60 0.95 113 1.37 1 0.85 1 14 0.18 100 0. 9 1.26 1.A3 h>60 1 0.85 1 1.8 018 `\,\\ ��llftf llii lill�� ! ! �� . ��i �� •,.: �t - �� . y y i \ 1�� °�� \ � �-°� + -:� t _ ur � ' � �, - ' �1I �.' � '. ��Y �� =' T '� �'�'� ' _ "`""�`��ll��. �� `�' �� m�an��aM�� : ; x W ; � I Page 4 � ;iiii: , � a S ' , I>.;.�ai� iiy�t � 3ni As;:� at.._ �. , l ��s ._`?O� iv.. 'e! ,4'Je�`�:..a ff, _ �'' -. , p � -, H:;�., 'i. t�n �-. _ -- ,�'�.`S�'� . P� - RIn,:,�->-'J. _ / t` �3e; .y5n - ii . "! � � _ ' Y' 's �,; • ►�`?r ' . !ar,r;-, NarJi_ k�.i,::�!i� _, � �.p;c�� . � q � � , _; ;•,l' c-' � it. �_ .; R+ � 7-� -. LL ; A �-;)tt"tl�: t'.:�`.�� .. � . k `-. _" - �.- . 1'.fli1-•.I:1� :,� i _,� n .f'4W� . �� ., „� t' ' . ' ��:� � _.,"�,'� r �. ` tf ,� "� ._ , ;. ,. Tabir. 7, Maximum Wind Speed {MPFi 3-sacond gust) HardieShf��gla Sidiny. ASCE 7-66 Method 2 �' �� Basic Wlnd Speed mph Ccefficients usetl in Exwl Ca4cuiwtions *�or e�;a I (3-second gust} _ __ _. _ __ . ____ IBCCw & lRC(? K_ � -- -- T -- (. Ptr,d�r�i �est=_:�e; � S:ud WeaU�er 8�� .:es.�.o i I i Fxste� �,ar F: arna 'rc:!uct Thichr:ess � , SGac�n�� I Su3c:r.g txLes�_re i F{eignt ii ,� � f.) �Coad � I I � Ty�e i f YF`' ;incn. r�.) ifeet) ,ow� � : {inc; es1 � iir.�hes � �p B F�q> � Enn D P.,, Y.� GC., GC,, � � -- I !:_75 9i 88 6C C/ 0-E5 1 0� ti=5�] 7 085 1 t.a 0.t8 ( � --- Zil 57 � 85 78 2?, 7 0-7 0.9 7 07 i� 0 85 ' 1.4 D 18 .. _ !:q:r�rr. ;m ' ts _ 9� sa 7 22� a r os�: i t'z o,s5 �� a:s ;,. �- �_,, �.._ 3i 87_ ,5 ?�T 0.7 0.93 118 ;' OS:i 1 t.a O.ta Itaic„eSFU�q�e � 't:i�Ub3 i !�;;i�4u5E+ ': �_ : 85 -- 'qi i 74 ?27 773 iCi i 15 � i 0�5 ��i 0'e�( NotchadPar:� shar.k .( 4 i 7 � 40 - 43 -- 8p ;; 227 0,76 1.�,4 f?<^ 1 J$5� i� t� 4.?S ".g � ; , shratcir� � . --- -- � � �� 5if3lght ' Oic', � ��,,,,, i f 92 �5 73 :27 Q7% 1065 1248 � 0.�° 1� i4 0'8 �,sla(lation i HE1 ;;ry y„th DO�'- I i -- � cha1.4I�::;��1 I � � � ='G 90 �I8 72 227 0.61 1.09 L27 1 n89 1 1.4 Q�° F'� + I _ Sg 8y ,7 72 227 0.83 1.11 1.29 1 0,85 1 14 0.18 � 60 88 7�5 i'1 22.7 0.85 1 13 � 31 1 095 1 14 018 tOG 73 65 51 �2.7 0.99 1 26 7 43 h>fi0 1 O.E35 1'I.8 0 18 i t?-15 52 $3 7n 203 0.7 085 103 h::F+) 1 065 1 7,4 0?a � ZO y2 $1 74 2�J3 0.7 0.9 I_08 1 0.95 7 14 0 t8 ;.��m�„, � r�� 32 �:3 �s .o.� o.r o.sa �-�z _, oe� �_a o.�a 1;i;n io:u. i'5 �� 3� �g r1 20.3 07 O�JB t 16 I U.85 'i t.4 0 iE ktaidie5t�inc �.. x 0 �=3'� �� '6 j � cnankX ih�[k03F� 35 c0 70 203 073 101 1�9 i 08.5 9.4 0.'.9 tJotched Par.ei - � },, � ; �-- :p -._ E$ 75 IO 203 0.75 tA4 t a: ` U.% t4 O;r1' .. �ea'h:m� � ' Staggered " f 7_tA' �;i cu�.,pi,:i;:3 � �5 b7 ?� 69 203 0.785 1.G'65 t.245 1 P85 f t,�t O.iC� Icsta;la?io� � �V ' w:ll�6ivC- c � � r �� 6 d5 7M1 63 20.3 �.St 1.09 1,27 7 G85 1 1.4 0.?6 i chank nai � � � I � i 55 84 ?3 68 20.3 0.@3 7 71 1.23 1 085 1'1.4 018 � � i �C $3 72 67 20.3 0.85 1.79 1.31 7 085 1 t.A 0.18 i00 69 El 57 203 0.99 t2B '143 h=EQ 1 085 1 7.8 D,'.3 - � D-15 t63 1d8 134 ti4A 0 0.85 103 i'E.B� 1 095 1 i.4 0.�6 i � 20 "63 144 t31 64.0 T Q.7 ! 69 1 oa t aa5 1 1.4 0.?8 ( � ` 25 f63 141 Y29 64.� G.7 0.94 1.iZ ( i 0-d5 1 i.A 0.18 � �� 5in b,�;c; � � 30 163 138 127 o"d_D 07 0.98 1.16 i t p95 1 14 D.18 X 0 083 ;ri � ^ 35 i6Q '136 125 6a.0 073 t ot t19 i 085 t 1.4 0.18 Na�dieSringl8 �� shankX bi,ndneit 2Xd>vood :� � q0 157 134 124 540 Q.78 i.W 122 1 p65 � 7.M1 0.18 NiotGied Panel 0.187 �n at slud SG?0-a0 - HD, ring 45 15d 132 122 84.0 0.7% 7.085 1 2A5 � �.85 1 1.4 OJ8 shank r:ad 50 152 13? 121 64.0 0.87 i.09 1 27 i 0.85 1 1.4 018 55 150 130 120 GA.O 0.83 7.1 S 1 29 1 0 85 1 7.4 0.18 6D � 148 128 119 84.0 0.&5 1.13 1.31 1 0.£S5 1 1.4 O.tt3 100 122 109 102 64.0 0.99 1.28 1.43 hN0 1 O.SS 1 1,8 0.18 0-15 116 105 96 32.3 0.7 0.85 1A3 hs60 'I OA5 7 1.4 0,18 20 11 B 102 � 93 32.3 07 4.9 1 09 1 0.85 1 1.4 0 18 25 11$ 1C0 H2 32.3 07 094 1.12 I 0.85 1 1.4 0.78 1 5 in lony 3G 118 98 90 32.3 D7 0.98 1,18 7 0.&5 1 1.4 0.18 X 0.083 ir,. 35 113 96 89 32.3 O.�s to� �.19 1 0 88 5 �,a o.is Hardie5hirglo � � shank X blind nail 2Xd wooc 4 ,� 7 qp 171 95 88 J23 a.78 i.OA 1.22 � �.95 � t.4 Q.78 Notchsd Panat O.i87 in et s[ud SGaO a0 HD, ring 4S ip9 94 67 32.9 0.786 t.WS 1,245 1 0.&5 1 14 0.58 shaMcnail 50 108 93 � 3a3 asi 1.09 t27 i o.a5 1 1.4 Q.ta &5 106 92 85 3Y.3 Q. 7.11 S 2p t 0.85 t 1.4 0.18 60 1Q5 91 85 32.3 0:85 1.13 '1.31 1 Q,&5 T 1.4 6.18 100 87 77 72 329 Q98 1.26 i.43 h�6t1 1 0.85 1 1,6 0.16 0.15 1t8 101 97 33.8 0.7 0.85 �_D3 h�u 1 6.85 t 1.A A.ta 2Q 118 104 95 3J.3 0 7 Q9 1.C16 1 0,$5 1 1.4 Q.18 Minimum 25 118 102 93 39.3 �� 07 U.94 1.12 1 0.85 1 1.4 .0.98 2 roofing t5/32 in 36 118 99 91 32.3 07 0.98 1.16 1 Q.85 1 1,A 0.46 HardieShir�tple Mo.19ga.1 naiis Nick 35 115 98 90 33.3 Q.73 1.01 1.19 1 O.a5 1 �.� U.98 Individufll 11q �/4in.long 9incltes piywood 8 40 tt3 97 69 93.3 0.78 1.W 122 9 9.85 1 1.4 ot8 Cladding roohng nait from butt complyinp A5 111 95 88 333 0.785 1.045 1.245 1 0.95 1 t.A o.te Shingles e �vjlh ROC- 60 109 94 87 33.3 0.81 1.09 1.27 1 0.95 5 1,4 0.19 PS1 55 108 93 67 33.8 0.83 1.11 129 1 0.85 1 t4 0.18 60 107 93 86 3�3 0.85 1.13 1.37 1 0.05 7 1, p.18 1Qp 88 78 74 33.3 089 129 1.43 h�80 4 0.&5 1 1,8 0.18 Page 5 �iilii . �iilJ. ' 4' 4 ; �� rff • I'^n'�d ^ vc �.�a_ �i:d r?s5�; i�!f. ��-r_ ' i ' - ' ��i,� . �9fi+: 14�ar.,._ .. -_;n:a u3: � - ',�':< .�v��-r f : `. n�,n:ir.gtcn i? .aci� rA d� eg � � _ _ � - ° Pro h2tO-<toS-0S'� -� ��-; -: a ' ` <<-a; z�2-zee2 �E;: ,�- - � � � �� , - . � _ ,7':4� 847-459h fan � - ' ._ �- �. �� .,_..,_?„�:d�rnf'�r�a 6 �-..+-� • , ; � F �. r�..:rc• _ �� , t ` ,s, _ �£.�. r `'-� • 3 - Pu::LUi�, r;,li3:'i A . ✓'f� - . ' � � � 1 .Y,!JU')42 "]'?.13 5 - -_ � ; F ,�� . :(J�, .i`-'.. g � �p ` .`p ..•j��,��-.{`r•q i 3 i. r f� ' 4. �,'� d , �' ��i e � }�r�� . �- � : 9asic 4V�nd SpeeC mph CoeBic�erts �sec: in Ezcei Catc lations for Tabte 7 (3-second gvs!) 18C�i�& IRC.e� - ----...._ �-____..`_ PreaucE Fastener Sfuy Weather @ui!di�g =-'�'$,:t i I Fastaner Fr�me Fro,4.ct Tn�rkn�s� Spar�ry Specing Exposure Height 9 C G ?:,ad a � TyN 'fs"pe � ;:t;.:has� ;Inct;es} �:rrJieSj (in) {te�t} "''� �po Exp'; Eap� K rv I ^vl'.� GC 0-15 133 120 1U5 42.3 07 985 t03 h�� '1 0_85 1 tA 0.18 20 f33 i+% 707 =?J 0.7 03 10ft t 0b5 f 1n O,iB {:1,?rtnun 25 133 1'4 705 a23 0-I Oy4 1.1� 1 085 1'.4 Qit} H:tr,-;�e=1?:�,':at� 2;oo`a 'St.+i:n I 3� 13s 1�2 S03 .s23 ; 7 0�8 11t; � 7 OS5 1 i4 �_t9 tt:apndpgi tso Stg:�. i nails thr�i: ' 35 730 1iC iQ2 d2? 0%3 10: 115 1 �HS I S.4 Qt6 i;d ';a in lo�� £i inGFias ;,lyw�cti I ' 40 12i '09 if'�� e23 6 70 i:i 7 12 1 0"5 � i ',.4 h.1e Cl�;id ny G. ;, rcoflng r,a:; �rom b;�tt compl�i�eg ��, '�` K t ng:es ( 125 10'/ S9 d2 3 J.'95 1 Gti5 1.24„ ? I 0 d5 1? 4 0 1H edge w:lh DUC- �G 123 14� 93 J? 3 O B? 7 O�S 12; 1 O.b6 1 1 a 0-18 � 55 122 10`u 93 !23 063 t.tt 729 1 085 1 7.a o98 6 C ? 2 D 1 0 4 9 7 d2.3 035 1.13 1.3? 1 0�9 3 i.4 0 i°. 100 7 0� 86 $3 d2 3 d 99 1 26 1.43 h>EO 5 0 8E. i'1 8 O. i 3 � 0-16 152 138 125 5S.d 07 Gd5 1.03 h-60 t 0.85 + iA 0.13 � 20 152 134 122 S56 G7 G9 t08 1 1 6.55 1 14 0.t8 Minimum 25 152 131 120 566 �7 0.94 7iZ 1 0.95 1 1.q 0'8 hiardieS^ir.gle I 2 rocfir.q tE/32 v: ( 3C 752 iib 119 S55 G-7 0-98 �1.16 1 Q.HE 1 1•I 0 13 Ind�oiduai 4 Nu tiga 1 ncfls i;��t 35 149 127 it7 35o D.;9 t0i ii�J � 1 095 1 1A 0�3 ?r � ir4 in ic,ng ; Irches piyr,rc.tl 6 i =!C 146 125 1', 5 55 4 0 T3 1 C.! i �Z 1 � 55 7 1 4 0?8 �".faddin� r^oGn� a,! from Gutt crom r �rn --- Sh�ngl�s �''' U Y 3 4w 14t 72.i i', 4 55 0" C�85 1 735 i,"eA5 I 0�5 t t d 0" . adgQ WrthDOG � SQ 141 12`1 ii3 S56 0.87 763 1.2J � � O.bS 7 SA O.iB ?51 g5 1AQ 121 142 55.6 0.83 7.11 1,29 1 OHb 1 1,4 U.18 60 138 120 171 55.6 085 1.13 1.31 1 0.'J5 7 7.q 0.�8 f00 114 101 95 55� 0.99 1zt3 i.d3 h>60 1 O.SS 1 i.8 0?8 0-15 111 107 92 29.9 0 7 O d5 iD3 !L5p t 0 85 1 t4 O, t8 � 2C tit 99 90 29n o_� o-s t08 � 0,�5 ��.a o.�a kiirimum 2 � >>> `� � ?98 07 09d 1.72 M1 085 1 Y.4 018 0.091in. 2siding 7/16ir. I 34 111 9•i $6 Z98 07 0.98 118 1 q.85 1 t.b 0.?8 Hardie5h�rigle sh2nk X Ra11e thick OSB 35 109 93 &5 29.8 0.7's 1 Ot 1.19 1 0 A5 7 1 4 0.18 Ind:viduai �. 0 221 in, g �nches sheahin 8 Ciaddinc ND X 2 5 � 40 107 91 84 29.8 0.76 LOA 1.22 1 O.E5 1 1.4 0.13 Shiny!es iatong from butt campry�ng A5 105 9p g3 2g.8 0785 t.p65 1 245 1 0.85 1 t4 0-18 sitlingr.ail � � P�� 5Q 103 89 83 29.9 0.8� 1.09 1.27 1 0.65 5 �.4 0.18 ( 55 f02 88 82 28a O.a3 111 1.29 1 0.85 1 1a O.t8 � 8G 101 88 81 :A?R 085 t?3 1.31 1 Ofl5 1 t4 018 100 84 74 7D 29.R 0.99 t.8 1.43 h>BO 1 0.85 7 1.8 0.18 0-15 125 114 103 3Z8 0�__ 085 1.03 !is6p 3 0.&: 1 1.4 O.tB , � e0 125 711 101 378 07 09 /-00 ; 0.85 1 14 0.1� Minmtum 25 125 108 99 3T 8 0.7 0.94 1.12 1 D.&5 7 1.4 0.19 0 C91 in 2 siding 7116 m 30 125 106 97 3J.8 07 0 98 t.ta t q eb i t 4 0.18 Hardie� �ingie shank X �ails thicfc OSB 35 123 10A 96 37.8 0.73 1.01 1.19 1 0.85 1 1 4 O.M1B Individual �� 0.221 in. ��nches sheathi 7 Ciadding HOX2.5 � 4Q 120 103 95 3Za O.ie t.q4 �22 � 0,85 1 �4 o.t$ from hutt Cpmplying 45 118 102 44 37.8 07&5 1.065 t245 1 0.85 1 t.a 0.18 Sning!e> fn.tong � � ��- si�ngnail PS2 50 1f7 100 93 3Z8 0.81 1.09 1,27 1 085 i t.4 O.7B ss t�s soo s2 s�s o.�+ ti> >.ss � o.aa � i.a o.�a 60 114 98 92 37.B 0,85 1.13 f.31 1 4.$5 1 T.q a.t8 100 94 83 78 J7.8 0.99 126 1.43 Fvea 1 D.SS t 1.6 O.ta 475 144 130 116 49.7 6,7 q.85 1.03 h<_80 1 0,85 1 1.4 0,18 20 144 t27 116 497 07 69 1.08 1 Q,85 1 1.4 0.18 0.091 in. Minimum 25 144 124 114 a47 0.1 0.84 112 1 tl.85 1 t.a 0.78 HardieShingle shenk X Z giding 7NB in. 30 744 t21 112 48.7 0.7 0.9$ 1.16 1 0.85 1 1.a 0.18 fndividual 0.221 in. �� OSB 35 141 120 110 49.T 0.73 7.01 1J8 � 0.&5 7 1.4 0.16 Cladding 114 HDX25 7inches sheathing 6 40 138 116 109 497 0.78 1.Oa 1.22 1 0.65 7 1.4 0.18 Shtngles In.lony from butt pomplying q5 136 117 108 49,7 0.786 t.085 t.ZaS 1 0.85 1 t.d 0.18 sidinq nail � � S bC- 50 134 115 107 49.7 0.81 1.09 t.27 � 0.98 1 t4 0.18 55 132 114 106 49J 0.83 1.11 1.29 1 0.85 1 1.4 OJ8 60 130 113 iQ5 4y,r 0.85 1.�3 1.31 1 0.85 1 1.4 q.t8 100 108 98 9p 49.7 099 1.26 t.43 h�60 1 O.B5 1'1.8 0.78 Limitatlon$ of lJse; 1) Fagtener pulbut must ba evaluated when installed over siael studs w a species of wood studs other than that which was tested. Page s �1��,7da Building Cade Online Page 1 of 2 � � � - � � s __ - _ �� :, r� 3 � � �� • �� ` ¢ �� ' .. ,,� _ �� -- - � �� .> � � y � # �� ' � �t�_' � � _ _ - �v �a_ x �'�"- ,�. y.� � �.� _�� -` _` rt _ g ; Y �'� �� ' = f �� ` �4� �� ' �� ,�.�i� --= l -- _ _ — _ - r -� . '� � - - �� t �. -- �r� ' .F6 �'i � -- -- - - - � � � �. �� _ .�,�t�' — � � # _ r. _ �. ;.:�i. ` - �, -esi , , , ' ' _'. . —�.---, ___'t E. -_ � . - _� �^_ fr` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 'a." � �:' �� -*�`' _.�sz_ -_ `'- � I ° � � � �� Product Approval � ? "'� '� USER: Public User °- �� F.� ` #� ,�,. , Product Approval Menu > Produ�t or Application Search > Appiication List > Application Detail � ; "� . : �� ; �` � ' - = ="' ,¢ � s � � » �`z � ' � � � �,,��^��; FL # FL13223 � �. , ��,. ��°� �' Application Type New � r � 3,� ; ti �� Code Version 2007 r�-'��`s��''�it e� �i � ,�-��.� s � ��t App�ication Status Approved � � �;,;,, � . F �_ s .. _. =- s: Comments °`�` "€ $ ` ''" ; Archived �n'"'i: a �- _ _°"E-�-� � Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jamesha rdie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 , chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Fforida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/O1/2011 Validated By ]ohn Southard, P.E. - Validation Checklist - Hardcopy Received Certificate of Independence FL13223 RO COI RIO - Certificate of Inde�endence PDF Referenced Standard and Year (of Standard) �lorida Building Code Online Page 2 of ? Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated 11/04/2009 Date Pending FBC Approvai li/14/2009 Date Approved 12/09/2009 ----- - - - - - - ----- • - -- - - - -- - - - -- �Summary of Products ; FL # Model, Number or Name Description � ': 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber-cement � panel siding � ' Limits of Use Installation Instructions ' : Approved for use in HVHZ: Yes FL13223 RO II install-cem�anel-south.pdf j � Approved for use outside HVHZ: Yes FL13223 RO II instali-hardiepanel-hzl0.pdf j Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc � : Design Pressure: N/A Created by Independent Third Party: No ' Other: For use inside a HVHZ install in accordance with Evaluation Reports � i NOA 07-0418.04. F�13223 RO AE HardiePanel Florida Analysis li-3.PDF � j FL13223 RO AE NOA 07-041804.pdf � Created by Independent Third Party: Yes 13a�k NexY DCA Administretian Department of Community AHairs F/orida Bui/ding Code On/lne Codes and Standards 2555 Shumard Oak Bou/evard TaNahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2005 The State of Florida. All rights reserved. Couvriaht and Disclaimer Product Approval Accepts: � � � � Wrlsign .;� s.earW VERiFY� y,� " g - #� � t � '�� i ' - :� __ _ �` __ - £-_ �'` z4 _ _ --_ '� � �. t ,. , � j- -r.�---� ., -- , � - '��'�.a�: . '; :��_i�F:� 5,�",_ :' - � ��;��:_; : � _, j ;:�; _. EFFECTIVEAUGUST2008 SMOOTH � CEDAR � GROOVED CEDAR ,-- � ___ __' ; , _ ,- - i �,; _ , '�.'_._�. _ , .� _�___ �. _ , - ' - ` ° ��-i`�I �� rL .,�,.<<��. �I`a�i�. _ � _ ., �r ___ ,'l. ��_ �_ , .. ,. - ' '�_?��= )i it`-.�s t_r �T� t � i Li1��.J':�V� �{'.F !`�!� �ti „ t_ �.� i - �,��- r� 9,�- ' '� �.r�6,�f' ,� Fd�11°�4J�.��l�s� Q �-�a� $ i s�� s3�� iJ�=� _- Store flat and keep dry and covered prior to installation. our000RS INDOORS 1. Position cutting station so that wind will blow dust away from user t. Cut only using score and sn�, a shears (manual, electric or pneumafic). I nstalling siding wet or saturated and others in working area. 2. Position cutting station in weil-venti�ed area may result in shrinkage at butt 2• Use one ofihe (ollowing methods: oints. Car anels on ed e. a. aest: i. score a�d s�aP 1 ry P 9 ii. Shears (manual, electric a pneumafic) - NEVER use a power saw indoors Protect edges and corners from b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade th�does not carry the Hardieblade saw blade trademark breakage. The manufacturer is not Hardieblade� saw blade and HEPA vacuum extracdon - NEVER dry sweep - Use wet suppression or HEPA Vacuum res onsible for dama e caused b c. Good: i. Dust redudng circularsawwilh a Hardieblade sawblade P 9 Y (only use for low to rrwderate cut�ng) IfYlpfOpef ��-`"� -'? ;, Impodant NMe: For ma�cimum proteclion (lowest respirable dust producfion�, ihe Manufacturer recommends always using "BesP-level cutting methods where feasible. v�" ....x'� ,- storage and , .�,v�- f1811d�1i19 Of th@ ��°"`-yJ� NIOSH-approved respirators can be used in conjunction with above cutting practices to furfher reduce dust exposiues. Additional e�ryosure intormation is available �- ,� at www.cemboardsiding.com ta help you detertnine the most appropriate cutting meihod for your job requirements. If concem still exists about exposure levels or you pfOdUCt. do not comply with the above practices, you should always consult a qualified industrial hygienist or contad ihe Manufacturer for furfher information. $y � py# 50083105 �"3�9"8�(VRi� 8��a(A.7�0\�3r��. • Cempa�el� verfical siding can be installed over braced wootl or steel stutls spacetl a maximum of 24" o.c. Irregularit�s in framing and sheathing can mirror through the finished appliration. • Cempanei� vertical siding can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulatioNsheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water inflltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 5). • Maintain a 1" - Z" clearance beiween Cemboard� products and roofs, decks, paths, steps and driveways (figs. 6, 7� 8). • Maintain a 1!4" clearance beiween Cemboard� products and horizontal flashing (6gs. 3& 9). • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps antl siding � trim (fig.10). • Install kickout flashing at roof-wall junctions (fig.11). • Adjacent finished grade must slope away from the buiiding in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not instali Cemboard� products, such that they may remain in contact with standing water. • Cempanel� vertical siding may be instailed on vertical wall applications only. • DO NOT use Cempane� verticai siding in fascia or fim applications. • DO NOT use stain on Cemboard"' protlucts. 3�85�"ALLATIt3�l: Joint Treatment Fastener Requirements • Verticai Joints - Install panels in moderate contact (fig.1}, alternatively joints Position fasteners 318" from panei edges and and no doser than ' may aiso be covered with battens, PVC a metal jointers or caulked. 2' away from comers. Do not nail into comers. • Horizontal Joints - Provide Z-flashirg at �I horizontal joints (fig. 3). Cempanel� Vertical Siding Installation • Framing must be provided at horizontal and vefical edges for nailing. Figure z • CempaneN vertical siding must be joined on stud. F�9ure s water-resisGve barrier water-resistive barrier • Double stud may be required to maintain minimum edge / z a 5�,a / z x a s�,a nailing disttances. wa�-�S�Swe water-resistive a ` ' barrier barrier Figure 1 stud = '�' �'% i =" I �—upper panel �-- upper panel water-resistive i +' 1 `! — i �°� Caulk 114" 9aP barrier � y Batten Joint "H" Joint sheathing Cempanel° ~ Zfiashing f �"Z-flashing� �; e vertical siding water-resistive bartier deca�a8ve keep nails � 2 x 4 smd r band board .---bwer lower 3/8" min. panel �-- anel from panel � O P edges plate ° � � Figu�e 4 leave approprlete gap behveen Recommenda6on: When �� c� panels, then ceulk' - -- -- ° Cau1k Joirrt �ad�a,�Mes�h�d�at ' moderate contacf P kaep fasteners 2' l� ��dd nailing aw� from comeB 'Apply caulk in accoMance with caulk Wough grooves. marwtadurer's wrNten applicatbn InsWctions. WARNIN�: AVOID BREATHING SILICA DUST CemboaN' producla contain respirable aystalline sllkx. which is kno�m to the State of CaN7omia to cause cancer and fa consklered by IARC and NIO6H to be a puse of cancer from some occupatlonal soircea. &eathirg mccessivs amaers of reepirable aiCica duet can also cause a disab�np arM potentlapy fatal lug Nsease called aificosis, and has been ir�Oed with dher d�eases. Some studies s est smdcing mey increase lhese rbks, puri�g mstapaGon or han�king: 1) wak in outdoa areaz wilh ample ventiladon; (2) use fiber cement shears ta ptling or, where not teasible, use a Hardieblade'�saw blade and dust-redudng cireular saw attached to a HEPA vaawm; (�) wam others in the immediate area; (4) wear a poperly-flHed, NIOSI+approved dust masic a respiratar (e.g. N-95) in accordance w�th epp�k�ble yovemment regulatbns and manufadurer instructlons t� further Ifmitresprade s�7ica exposures. Durhg dean-up, use HEPA vacwms orwet dearwp methods - neverdrysw�p For further intormatlon, refer to our h�ataMetlon Y�Uuctlons and Mate�ial Sataty Data Sheet available � www.cernboaidsidq�g.can ar by caRing 1-8T1-2367528. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERI WS PERSONAL INJURY OR DEATH. ,,,�„ CEM0807-P1l2 9l08 w��?. a - � "'-�,!� :_.� � . Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard�' products surfaces, flashing and counterflashing requirements for clearance between the Cemboard° products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 7 manufacturer's instructions. adjacent finished gratle. StUa driveways. Provide a 1 2 clearance between water the roofing and the bottom edge of sidmg resistive 1" - 2" siding � Figure 6 � the siding and trim. � __ bartier � : -°' � I i'�� Figure 8 Figure 5 I . deck matenal V It � � � � 2 �� j Z ! � �) , bottom �I ''�. \' � �,:,� - � l rI' �; -- I plate � . - �� 1 � _ i � � � I , �' � � joist flashing -;' ` r ledger , '��ncrete -- _ --- -- � � 6" min. �undation fl e�"" 9 �' Figure 11 ;, ��°E �.��r�� Maintain a 114" clearance Maintain a minimum 1" gap S�epflashrg /� �, �' Because of the volume of water that can pour between the bottom of between gutter end caps and Self-adhering/ '� down a sloped roof, one of the most critical membrane flashin detaiis occurs where a roof intersects Cemboard� products siding & trim. �'� 1 a sidewall. The roof must be flashed with and horizantal flashing. �!_ . �6 Do not caulk gap ,__ Figure 70 �"e �� e step flashing. Where the roof terminates, S install a kickout to deflect water away from Fi ure 9 gutter '`" the siding. 9 ..—S�a��9 -� fascia { �ap It is best to install a self-adhering membrane Do not ��a gap I on the wall before the subfascia and trim Caulk '� = J ousewrap boards are nailed in place, and then come '�-- � \ � 5 a��9 back to install the kickout. , ,�,;�' .� Figure 11, Kickout Flashing= To prevent water from dumping behind the ;:�; fla5n��s � siding and the end of the roof intersection, install a"kickouY' of su�cient length �" m��. —� �— and angle to direct the water running down the roof away from the siding. �EP,i�RAL FASTEN{NG RECtUiR�MEP�TS � Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steei. p�acement to achieve speci6ed design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. � NOTE. Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized Local Building Codes have specfic jurisdiction. Consult the Manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services 'rf you are unsure of applicable compliance documentation. fasteners. Stainless steel fasieners are recommended when installing • Drive fasteners perpendicular to siding and framing Cemboard� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. � Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) �NEUMATIC �AS�i�NIN(� � For wood framing, under dnven nails should be hit flush to the plank with a Cemboartl° products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool, Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is tlriven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk � � help control the depth the nail is driven. If setting the nail depth proves �� Cau1k & diffcult, choose a sett�ng that under drives the nail. (Drive under driven add nail do not �nder oo Nor nails snug with a smooth faced hammer - Does not apply for installation Figure A Figure B drive nails STAPLE to steel framing). CAULKING PAINTiNG For best results use an Elastomeric Joint Sealant Cemboard� products must be painted within 180 complying with ASTM C920 Grade NS, Class 25 or days fa primed product and 90 days for unprimed. higher or a Latex Joint Sealant complying with ASTM 100% acrylic topcoats are recommended. C834. Caulking/Sealant must be applied in accordance Do not paint when wet. For application rates refer to with the caulkinglsealant manufacturer's written paint manufacturers specifications. instructions orASTM C1193. Back-rolling is recommended if the siding is sprayed. • The illusVatron (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subsaiption information, visit www.jlconline.com. RECOGNITION: In atxordaiwe wi� ICC-ESLegacy Re�t NER Cemp�'veAica� siding is recognized as a witaMe att�nate to fhat specified'n: lhe BOCA National BuiW�g Codel1999, the 1997 Slandard Buildng Code� tlie 1997 UnYortn B�e16np Code, ihe 1999 IMemaGaml One-a�M Two-Fam�y DwelNng Code, the 2003 kit�onal Biil3ng Co�, md fhe 20031m� Resi�ntlal Code fa Ono-and Two-Fam�y Dwep Cempanel'vefical b also recognaed fa appN�on In the fobwfng: Cily of Los Argeles Researdi Repat No. 24862, S'tate of RotMa C�stlrip FL#889, Dade Cotnly, Flaida NOA No. 02-0729.02, U.S. Dept.�HUD Materids Releas� 12�3c,iexas Depaztrnent o( Insuance Produd Evah�atlan EG23, City of New Yatc MEA 223-93-M, and Califomia DSA PA-0i9. These da:umeMs should also be consutted for addidonal informa9an conceming the sulabiGly of mis product for speafic apqications. Tx m 2008 JHIF B.V. All rights reserved. TM sM , and � denote Additional Installation Information, Vademarks or registered tradema�ks of JHIF B.V. WaR��b2S and Wamirgs are available at www.cemboardsiding.com . , � , , ceMOao�-PZrz sros ' � �O �JamesHardie Hard�ePanel Lap Siding �I TM � p F ;,,,r t- � EFFECTNEAPRIL2009 �.�..� .,.- I,"L�_�,i i=ii�� ijL��I�J_iti'LI�li.. ��'`. V1LL+' C. �J�Ui ��J,'� �R'JL��)t, I�� Visit ,; ": . ,, ,. ., ; � ,;; for the most recent version. SMOOTH ° CEDARMILL° g SELECT SIERRA 8! STUCCO ��1�=:,�;��a�i�T: Ft�lLUf � Tt} 's��Ui;�La �1�+1C1 F3:dISFi �;:�iS PRt�GUCT IN Ai�CC,(�C7,��JUE �1�1� i H�;��iG�3�� aU1l t�s�V[� '��)i;�v ;�t�u ,i�'i'.i�� i i:1s,:,o�� `�d?<:�tN A{ l�i� Nl�'; L�:D TO PERSONAL lN�UR4;'�FF�CT SY�TE�vi PERF�JflMANGE, `�tlt�T� ?_[� �i�i_ ��L�i�.tii�f�_ :�:;�x ;, ;`;.E°��'�r`;�3� ; i e� �R�DU�;T �I�!'�'��f��Rr�t��7Y. �EF(�RE INSTA�LLATlON, ��iFl�M THATYQU A�SE USlNG THE COFR��T � I�; �i��E it�i�l��it�;:JE ;;.±�.1�i_L.�7li��!'_! !�F H�10�r= F'Ff�i�UG?� Ct1TSi�i��^�,t� NZ1�'rr. L�CA`fION��lIL? VOIDYOURWARRA�I�f't. TO DE�'ERPviI�JE��IHIC1i ��:�sC�IE��!''�Ie ,�,F�'E �t'u Td YOt�R Lt�CATlQ�1, a!l�fTI�JWUILHAfiD1EZONL.CUM OR CALL 1-866-942-7343 (S66 9Hr��DiE) f� s�r�R�� HANDLlN�: 0 CUTTiNG INSTRUCTi�NS Store flat and keep tlry and otttDOORS INDOORS covered prior to installation. Installing 1 P°Sition cutting station so Nat wind will bbw dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well-ventilated area siding wet or saturatetl may result in 2. use one of the foilowing memods: shrinkage at butt joints. Carry planks a. Best: i. Score and snap n. Shears (manual, eleci�ic a pneumatic) - NEVER use a power saw indoas on edge. Protect edges and corners b. Better i. Dust reducirg c�cular saw equ4ped wiUi a NEVER use a circular saw blade ihat does not carry ihe HardieBlade saw blade trademark from breakage James Hardie is not HardieBlade° saw blade and FFPA vacuum exVacOOn - NEVER dry sweep — Use wet suppression or HEPA Vacuum res oilsible fof c. Gootl: i. Dust reducing cucular saw wilh a HardieBlatle saw blade P (only use fa bw to moderate cutl�g) damage caused � by improper Irriportant Note: Fa maximum prolectan (bv�est respirable dust produdion), James Hardie recommends aMrays using "Best" level cutting methods where feasible. stofage 2rid NIOSH approved respiratas can be used'n cary'unction witli above cutthg practices to turiher reduce dust aposures. Additbnal e�osure infamation is available at www.jameshardie.com to he� yw determir�e the most ap{xopriate cutting method fa your job requieme�ts. If concem still exists about exposure levels or you handling of the product. do not comply with the above practices, you slbuld always consutt a qua�ified'ndushial hygienist a conlact,larnes Hardie fa further information. SDG83105 �ENERAI. REQUIRE�IEN�S; • HardiePanel� vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulationJsheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving naiis (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration antl junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapT^^ Weather Barrier, a non-woven non-perforated housewrapl, which compiies with building code requirements. • When installing James Hardie products all clearance tletails in figs. 5,6,7,8,9,10&11 must be followed. • Atljacent finished grade must slope away from the buiiding in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not install James Hardie products, such that they may remain in contact with standing water • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� products. lNSTALLATION; Fastener Requirements JointTreatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig.1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus� Finish) (fig. 2) • Framing must be provitled at horizontal antl vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 watervresistive barrier water-resistive barrier nailing distances. z 4 stud W�ICf�SIStlVO w8t2f-f2SiS11vB 2 x 4 stud 6arrier barrier FIgUfB 1 �--upperpanel �upperpanel stud ` �`��` Do rwf �� 9aP Do not 1I4" a ,t , ��. water-resistive ' � CauNc Caulk 9 p barrier a: `, "' '' , �_� -'�-- sheatning HardiePanel Batten Joint "H" Joint ~ Z-flashing f Z-flashing� �j o o vertical siding water-resistive barrier deCOfafiVe r keep nails t�, � 2 x 4 sd,a r �� band board 3/8" min. panel r �ower from panel � � panel edges {�. plate ^ j� Ieave�approprlat�p belween FigUfB 4 3 � 8 � o panels, then caulk• RECqIN110fIdadOn: WhCn o instaAig Sierra 8, provide moderate contact Caulk Joint a do�le stud at panel kee fasteners 2' (Nol appficable to CdorPlus° Finish) joiMs to avad nailing _ away from comers 'APP�Y �k in accordance wiN caulk �� 9��Y�� manufac4xer's written applicatbn inswctions. ' For additional information on HardieWra �" Weather Barrier, consutt James Hardie at 1-866-4Hardie a www.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie' products contain reyp'rablepystaI4ne siMa, which is known W the SqOe of Cafbmie to cause cancer and is cansidered by IARC and rNOSH b be a cause of cancer from some occupatbnal sources. BreaThing excessive amants of respirade s�'Ifw dust can also cause a disabling and polen6a falal lung disease plled sidcaels, and has been qnked rhlh of�er asesses. Some studles suggest smpldrg may inpease these risks. During mslaAa6on or handlirg: (1) wak in outdaor areas with ample venGlaUon; (� use Aber cement shears tor culdng a, wl�ere nof feasiDle, use a Hard�eBlade� saw Wade and dust-ieducing circular saw attached W a HEPA vacwm; (3) wam others in the immediate area; (4) w�r a properly-fitted, �Happroved dust mask a respirator (e.g. N-95) in accadance writh applicade govemment regulations and manufacturer instructions W further lind respiraWe silica exposwes. During dean-up, use HEPA vacwms a wet d�nup methods - never dry sweep Fa furd� i�tion, re(er to ar InstaNatlon instructlons and Material Sa�r Data Sheet avau7able alwww.�ameshaidie.cam a by calNrg 1-8049HARDIE (1-80a942-7343). FARURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION MSTRUCTIONS MAY LEAD TO SERIWS PERSONAL INJURY OR DEATH. � HS0919-P1/2 4/09 H >o� . _�; �:�._� ��,�� Install siding and trim products in compliance Maintain a 1" - 2" Maintain a 1" - 2" clearance between At the juncture of the roof and vert�cal with local budding code requirements for clearance between James James Hardie products and decking surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie` products and paths, material. be installed per the roofing manufacturer's siding antl the adjacent finishetl grade. steps and driveways Figure 7 instructions. Provide a 1"- 2" clearance S��a between the roofing and the bottom edge water of the siding and trim �� FI ure 6 siding resistive 1�� - 2" siding g �► barrier ,� Figure 8 Figure 5 �°° q deck material � I� � ti �,r2� _ �� _ z,. � bottom � -- - f � plate� — ` — ._ _ _ \ "� � jois[ flashmg �- ° -N:,- - 's�..4�= � �"� - 'x:..-. - ledger _ ' ' " - � ::. � .Q � " : _�� concrete - �— -- �. 6 ml� � � tOUndation `flasMng T'. Figure 11 �, KICKOUT ��..ASHI�lG Maintain a 1/4" clearance Maintain a minimum 1" gap StepAashmg /� Because of the volume of water that can pour down between the bottom of James between gutter end caps and Self-adhenng a sloped roof, one of the most critical flashing Hardie products and horizontai siding & trim R �`�, �: details occurs where a roof intersects a sitlewall flashing Do not caulk gap. � The roof must be flashetl with step flashing. Where Figure 10 the roof terminates, install a kickout to deflect water � : ' - _ = away from the sitling. ? . Figure 9 � ' o�ro�se r — siding � It is best to install a self-adhering membrane on the Do not �� 9ap siding � � o�SeW�ao wall before the subfascia and trim boards are nailed Caulk � in place, and then come back to install the kickout. t 'y !'� Figure 11, Kickout Flashingx To prevent water from dumping behind the sidi�g and the �� = i fascia flashing i end of the roof intersection, install a"kickouY' of sufficient length and angle to direct the gurier and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners rype and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specifietl design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Builtling Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to sitling and framing. fasteners. Stainless steel fasteners are recommended when installing . Fastener heads should fit snug against siding (no air space). (fig. A) James Hartlie� products near the ocean, large bodies of water, or in . Do not over-drive nail heads or tlrive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMAT{G FASTENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie producis can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail} Pneumatic fastening is highiy recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help controi the Countersunk, � � Caulk 8� depth the nail is driven. If setting the nail depth proves difficult, choose a � add nail setting that under drives the nail. (Drive untler driven nails snug with a do not under DO NOT smooth faced hammer - Dces not apply for installation to steel framing). Figure A Figure B drive naits STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant compiying with ASTM C834 Caulking/Sealant 100°� acrylic topcoats are recommended. Oo not paint when wet. For applicati�n must be applietl in accortlance with the caulking/sealant rates refer to paint manufacturers specifications. Back-rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayetl. * The illustratlon (figure 11) was reprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription infortnatan, visit www.jlconline.com. RECOGNITION: In accadance w0h ICGES Legacy Re NER-405, Ha�diePanep vefical sidi a recognized as a suitable allemate W lhat speafied in: the BOCA Nationai Buildir� Code11999, the 1997 Standard Building Code, ihe 1997 Unikrm Bui�ng Code, Ne 1 Intema6onal On� and Two-Famiy Dwe� e, the 20031ntemational Building Code, and the 1W31rtlemaUOnal Resider�ral Code fa One-and Two-Famity Dwellings HardiePanel vertical si�g is also recogn�zed Rx application in the folb�ving: CAy of Los les Researeh Reporl No. 24862, State of Fbrida kstrt'g FLp889, Dade County, Fbrida NOA No. 02-0729.02, U.S. Dept of HUD Materials Releasa 1263c, Texas Depariment of Insurance Product Evaluatan EP23, City of New Yak MEA 223-9�M, and Califania DSA PA-019. These dacuments should also be consulled for � additional information concemmg ihe sui�biliry of this producl for specific appiications. � 2009 James Hardie Inlemational Finance B.V All rights reserved. TM sM , and � de�ote trademarks or registered trademarks of Additional installation Information, � James Hardie Intemational Finance B.V. � is a registered Warranties, and Wamings are available at � JamesHardie trademark of James Hardie Intematanal Finance B.V. W1NW.J81112Sh2fdl@.00�1 1 HS091&P?J2 4109 M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OI�'FICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this procluct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; HardisofFit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02I04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control ApproVed", unless otherwise noted herein. RENEWAL of this NOA sha11 be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically ternvnate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Off'icial. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.134 °. Expiration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 ,]ames Hardie Buildins Products, Inc. NOTICE OF ACCEPTANCE: EVID�NCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature l. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1 Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 5tandard Compliance (ASTM C-1185) issued by ETL Testing Laboratones on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/O1/93, with no signature. E STA1'EMENT (submitted under NOA No. 42-0729.02) l. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsof�t to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/ 18/Q2. E OTHERS l. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald I.Ogawa, P.E. - Carlos M. Utrera, P.E. roduct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 �... __ . �....�a..,,,�..,...._....N..��._.a.. ._.A.,._._�_. ..��.W,...w..._ ... . • , � � . 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PR�PARE[J BY� RONALD 4GAWA & ASSCtCIATES, itdC. �„u��i+ri��, 5801 WARN�R AVENU�, #3�6 \`�� ' j �'��i.,�� u HUN'TIhtC3TON B�ACH, GA �648 ,��` .,• �N �� . ,�.�,� T14-2£�2-�602 `� .• ��. T14-847-4595 FAX 1 � �'. �' " . •Ar : t7C � :� '•. Si`R�E � ' �, y' �j�� ••• •.+ �0��'',• � ♦ (/�, (�� n � / Ii (1 ' � � \� j`/ �%! �,`+ I Y T'�� l ��r11I11 fI N�; 1 ' 4?onald «gawa and Assaciates, In:: 5�' Wer�ierRvO�ue #378 Nuntingtcn Beacn. CA 926d9 Pr�jec;. RK>-29�Q-� (714; 2:� ��602 ceil (71G) 847-d595fax . -�arnes Hardia 13wldhx� Pr��fcts. Inc. 14�17 clfnAvcnup �otrtana. uP.923?� ?-�-Sd?-7'a3 �Yd1tl8t1011.ri�,IbjBCt: �lardiePanekh7 5iding dames Hardie Tr�ie Namss: NardiePanei� r;sm�a�e� Ref�rence Reparts: 1) trt;ettek - Werraock Hersey - AuthprrzaGon .o Mark HardlsPanel Sfding Zi 1nSpactipn Ca�ceF� Report f�-127D-94 jASTM E330) ?raraverss Load Tast, 5tt5" Thir.k dy A8 inch wuie HardiePa:�l Sid�ng !r.stalled vn �d Hem-F�r wa.x! studs spaced at 16 Mches on canter with a 6d common gaNmnized nafl 3} insl. Conaept5 Rc�pcsr# IC-t27i-9.1(PSiM E330) Transv�trse toad Test, 5/t G' Th!ck by a6 inch wide HardtePanei Sid�ng mstalled on 2Xa �tem-Fir vmoG sn;ds spacad at 24 inche5 on ce�her with a dd common gaNanized nail �Y �emiech latwratones. tnc Report 1D858-9711475 (ASTM E3.,`a6) Transverse L�d Test, Ji6" Thick by d8 inch wide HardiePanel Siding installed on ZXA Grvup AI SG=0.36 w+�od stvds spaced et 16 inches on centar with a Od. 0 091 Inch shank by 0.225 inch haad diameter 4y 1_5 inch bng finp sherdc nail 5i insp�ction Ccx�c�apts Repart k:-1273-i�4 (ASTM E72j �apacec} at i8 &�ahes nn Bd eomman gafvenizad nai�ing instaiied on 2X4 Hem-Fir wood studs \\``` t1 � 11 I i f�/ � t 1 �� (aq yy ,,, ��P.,-___ 6) Inspection Cw�cepts Repo�t iC-1274aa (ASTM E72) �� . �� .� •,. , f Racking Shear Tvs? 5/i 6 Thick by a8 inch wlde MardiePanet Siding ir,siali�d on 2X4 Hem-Fir wood stu�s �\� •��. �`•� �i spaced at 24 inches on center wi[h a common galven¢ed nail `, ��, 7) Ramtech Labora�ries. inc- Report 10868-8711475 (A; TM E72) � "• 3� r R�lbidng Shear Test, 5l15' Thick by 48 inch wide HardisPartA4 �ding insblled on 2Xd Group !N St3=0.38 wood studs�� - spaCed �t 16 inches D� c�nteu' wiM a Ad. 0.491 irn.h shank by 0.725 ineh head diameter by 1.5 inch iong rfrq� sfiank rng � = Re�erence: A9CE ?-06 - ' ('� .- 2l1D7 FWrid� Buildin9 Ccxte � � •'. �'�(� - � = 2D08IniamatiINlai 8uifding Code� %��•. t � '' K � 2006 M�m�iorWl R6sidendal Code9L � (� " • F� �� {?,' � �[� � 1RrsuKs: ^ �/i�� J I �� \ �� iS �rdiePanel 3idir�g compties r� AS'fhi �1 i 86, Standard Specification for frade N, Type A Non-asbestas Fiber-Cement Fiat SAeets. /��/!! I t! t � I 111 � �� t � ` \ TaM+r 1a, Resui#s oi Transvarss 4asd Ta�inq � Fastener S i in. k freme Ultlmate D�aign Th�c{mess Spat�ng Pentneter Ffeid t,aid Load R Numtier 7est r�y (in.� Width (in.} Frame Type (in.) Su rts Su FOStenef T (PS� PS'�j �C-1270-94 ��°� D.8725 46 � 18 6 8 148 d9.� Cw+ce Hem-Fir 8d canmon IC-127Q-9d � D.3125 4$ � 1$ 4 4 �� 236 78.7 IC-1271-94 �� Q.3125 48 �� °d 24 6 8 �� 94 34.3 IC-127f-9�1 � 0.3125 48 �� 24 4 4 �� 143 47.7 z�u w«,a, .ad, o.aai �n. sne�wcx a.� iQ868y9tMd75 Rem4ech 0.3125 48 �� 0. � 18 4 8 in. HD X 1.5 in. � � �. Tabte 1b, Shaac Vaiu� A1lwrabk i.oads M Peunds Px Llaeal Faat fer Px��f Siisar Waits T �' Fa�arrer in. Frarra t7eaipn Thicimess 3pacf� Perimeter Field Uldmete Loed R Numt�er 7est y in. Wfdth irt. frameT (In. 8u Su Fastener Load tC-1273�4 � 0.3125 48 � 16 8 8 �� BIX3,$ 2Q1.3 (C-72T3-94 �� 0.3125 48 � 16 4 4 �� 6.8 2328 tC-12Td-94 ��° 0.3125 48 � � 24 6 6 �� 480.0 153.3 10-127494 0.3125 48 �� 24 4 d �� 63�.9 2t26 109Q8-97t1#1b I�I 0.31�5 48 ��' 18 4 8 �' �.�� 596:4 19D.B �R a a4 In. H X 1.5 _ 1. .! . . p�s ehaU _ ap�dd wi� the fonq �her or iauk� 3. Tlf�lMNdtSplii4�'WII011ydl�IfrlbrcarrtruClN�nintlas7�tei��t. �� • Rot�aid �Jgawa ara 45::x�i25 !rc 590i Warnor Auenur, #?76 iuntingten Eieaoh, CA 52845 PI4jeC2: P:It7-2i4i'J-09 � r 1 a; 2�� 7-36Q2 c�if 171c; g,97 �595 fax ��:mcs Hardie Eluiicii,fn Prr.t+�:c+s, ;r:c ; C�94 i Elftt AY�rUB , "; �r:t�tr.a, _-:v 9[337 ; -t300-9�r2-%343 P�Itpo�@: Th�s an�,p��s is t� determme tTEe maxtmum �.vu�d spsed to ba resis2ed by ar assem�fy of riard�ePanal sh�¢?3 tastdned :c'r:a� firam�ng w;th na!Is. Yabte 2, Prossuras (PSF) �o be Resisted at Varianc Wind Sp�ads -1Mi�P Exposun Catagory 8. K�1, h+1.4 WindB d ust 85 9(? ttJO 110 720 130 i40 150 170 Exposurs B B 9 B 8 8 8 B � P.�= i74 t9.5 2a_1 29.1 3$7 4li.7 47? 5A.2 �'i8.6 FieigM (ft) factor, ?. 4-15 1 17.4 15.5 24.1 29.1 34.7 4C.7 472 3A.2 88,6 2(T 1 17 4 19.5 2d.1 29 1 3A.7 AO-7 47.2 5A.2 89.6 � 25 1 17 4 19.5 24.1 29.1 34 � 40.7 47.2 5A.2 69.6 30 1 17A 19.5 2•t.1 29.1 34,* 4Q7 A72 5d,2 69.6 3s 1.05 18.3 ?4.5 25.3 30 6 36,4 A27 49_& 58.9 131 9tl i d9 18.0 21.3 2d.3 31.7 3T.8 4d.A 51.4 59.t 75.5 45 1 t2 19.5 21.8 TI.O 32.6 38.9 45.6 52.9 6Q7 78.R 5p 118 2f1.2 42.8 28.0 33.8 40.3 47.2 54.8 82.9 $0.7 55 1.18 20.7 29.1 28.7 34.8 41-3 AB.A 56.2 84.5 828 1. 29. .4 35.5 42.3 5. 1 9 1 ' - 3d. .7 51. 61 4 7.1 6 .0 1.3 "t=o; h��ght> 602 Kzt=7, Kd=4}. ;1-1, GCp-1.8:3Cpt=� t8: P=0.CK1259'Ka°KzCKd'Vn2"i'(GGRt�'.�P�) Tabte S, Presssnas (PSfry to ta itaisted rt Various W1nd Spewls - Wind �xpowre Cabegory C, ICza1, lai.6 Wi�d sis 85 90 t00 � 110 120 i30 id0 150 170 Ure C C C G C �� P,� = 17.4 15.5 24.1 28.7 34.7 40.7 AT 2 5b.2 59 6 He' ht ft fac[or, ? bib 21 21.t 23.8 .2 35.2 42D 49.2 5T1 55.8 8d.2 2(I 1. 22.A 25. 3.1 37. 44.8 5Y.5 60.3 .9 BS.S 25 1_ 26. A8.8 54.9 3Q 1.4 27.3 .8 57.0 . t .8 9. t.d5 .9 422 .3 .0 68.4 .6 100. 1. �, .t .9 d3.4 1. .B 70.3 8 ttl3. d5 44. .9 1 . t. _i .4 .1 7.8 8A.6 f ,B 1. .7 $ � .3 .2 .7 76. .2 110.T 1 � �B. 9.7 1. t.1 1.9 '�'or height> 60R ftzht: Kt�O. ; 4�i; GCpqt.$:C3Cpe=O.t ' p�+d_Q02`3�KZ'KZt'Kd'V^2'I`{GCptGCPI} TaW� 4, Pracsuras {PSF) tn Mr kiKided At Y#NOUf Wlpd SpNds -1M1tiqd IErpqspn C�pory D, Kzb7, h'tA yyp� 9Q 1(iD 110 1 73d id0 1 1 0 D � � �� P,,, t7.d 19.6 24,1 29.1 3A.7 40.7 97.2 54.2 66.8 2.8 1. .8 .4 1 . 2Q t .0 ♦ .1 b� 1 . .9 S 86.5 .0 $ .3 i12.1 1. 8� 1 y_ 1 7.4 .8 5D. 80.4 70.$ .3 1. q, 1 d 84. 5 1. 50 .1 7 8 7 t 1 .9 1 1 s : . /i "For g> 8Mk M�1, KdaQ. - I=1, GCp : pIa0:18; pmU_ "29'i P�pU `,`�� .. �� ` �.��+�.. Tebias 2 tfifough 4 are baeNd on A�CE 7-05 uW cx�ne�ent wqh the 20Q7 Fiaida Duddfnp Coda ` : w` v,. � ', ' yl ' � ,�. � ± _ � �� ! � � .�? `. %� � ,,�'��.,, � ,.f� , ,� � �� ., H.+ , .. �� , .,,.� �� , . �� `� P�ge 2 � .�...�.,..R.,..._... ...»...-,-.�..v-.d.�. �.� ,� w .,. �. _.,..�..w..��... �.,n�,.�.,w„ Rona{d Ogawa arq As::ociai�s. !�ic " 59916"�l�rnarAveni�a { N;!ntington c�act �� Jznd9 Prp�xt: P.I�.>>-2160-�9 (17 4) �2 _�t;02 Celi (714; 64%-d58.fax - �James Hardie Building �roducts, Inc. 10�9 tim Auenue �nntana, CA 92337 i �f30C-942-7343 �asign Wind Loads: Equation �i, c; =0 CO25o`K,"K, c� , vetot�ty ptessure ffi height z K� valoary pressure exposure coeflicieni ewaluatec! at height z �a , �Po9taphiC far.tCr � , wind directiprcality factar v . 6dSic wind speer! !MPH) I . impoYtanaefaehlr Equation 2, �=q,'{GG�fGG�,) GC, , prodUCt of eXtemal pressure c�ek�ctani and gust-efl9ct factiar GC� , product at iMemal pre�ure coMficient and gust-eftect factor p, da5ign pressure !,?SF) for ciadding 5ubstitute q_ mto Equetion 2, P=�. W258"IC V l sorvirr� ra v y= SW(a.002ss•K.'K;�'+�'�'t��-*��7)}^o.s Table S, Coefflciants and Conaiants used in DetartMinin Y, 8aaic Wi�d S MPH 3-second ust � Height 4ft) Ex{r 6 �p G Exp D I( IC I GC� GC 0-15 0.7 43.85 1.03 h566 1 0.85 S 1.4 0.18 20 0.7 0.9 1.08 1 �.85 7 f.4 0.18 25 0.7 0 94 1.12 1 � 0.85 1 t A 0.18 30 0.7 a.98 1.18 1 fS.85 t 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1 i.4 O.t8 40 0.8 7,p4 1.22 1 D85 1 1.4 O.tB d5 0.7 1.085 1.2b5 7 0.85 7 i.4 OJ$ 50 4.87 t.OS 1.27 1 0.88 1 7.4 O.i8 55 0.83 t.ti t.28 1 0.85 1 1.4 4.f8 6q D. 1 13 1.31 1 0.85 1 1 4 0.18 100 0.99 1.28 143 h>60 1 0. 1 6 0.1 `\`\\ ��t1i1 t i�r� 1 rliiii �� r � �� / � l ��i : ``~` •`� t� �'� o. 2 1 1 - �C = � STAT� . �` %,''�` �' • F CpAtC } �':�'� ,, � �s �_- .�� ,,,,� ,� � � �� Ronai;i Og2vYa anci Ass�ciates fne - ;L�Ot 'eNarn�r avanue. #378 ti��ntington 9each �A :7�49 Y;oject �CIO-2166-G? k % � 4�� 2.97-L�'.�`�.'�i C.E�i ;7i�!)fi47-459�?ax - James H�r�ite 8ct�3��ny Prcd;�cts, inc: �e�ant Fim aa>�;,� =aniana. :.A yZz?' 7 500-9�2-73d3 7abte �, Maxlmum Wlnd Spaed (MPH 3-secand gust) Nardi�Ranel Siding, ASCE 7-06 Methad 2 BBSic Wind 5paed mph Coefficients used in Excxl Caleulat;ons For Teble 6 (3-second gust} !BG'W8 N?CW k. P � U � Width Fastener Fastener Frzme �ud 6uilding - Product Th�ckrmss Spacrng Height 0 C D .:-a (inches) iincbes) 7ype Spacing Type inefies f �� E�ry B E� C F.� D K K, f GC, GC 0-15 1A4 130 118 0.7 0.86 i.03 tu60 1 0.8b 1 1.4 D.IB I 20 144 127 116 � y 0.7 � 0.9 1.08 t 0.86 1 1.4 p 18 j 25 9-04 1?A 194 -�S 9 0.7 0.94 ti2 7 0.96 1 14 OJ$ � 3D 144 121 172 - 0.7 698 1.16 t 0.88 t 1 A 0.98 �X4 35 141 720 NO `9 ' 0.73 1 D1 1 19 1 0.86 1 1 4 0.18 Hard�eF'anel� 51�8 `� common ( � weod S6 q0 138 1�8 109 '9 - 0.76 1.04 i 22 1 0.94 1 7.4 018 Hem-Rr 45 136 117 108 -i9 i 0.786 1.�6 t.445 7 0.&5 1 1.4 0.18 So t34 115 107 :a% 0.81 t.09 �27 1 o.6a t i.4 O.ta 55 132 114 709 =39.% 0.83 1.11 1.29 7 tl. 1 1.4 418 80 130 118 105 � 9; 0.95 1.13 1.31 1 0.86 1 1.4 0.18 100 108 96 9Q - p.99 t26 1.43 tvBQ 1 0.85 1 1-8 018 0-i5 1$1 184 149 'b % 07 tl.96 1.W hS60 1 P.� i 1.4 Q.18 20 181 159 148 i;7 0.7 09 t.DB 1 0.96 1 1.4 0.78 � 25 181 158 tq3 7Fi 0,7 0.9A 1.12 1 0.$8 1 1.4 0.18 34 181 153 1q0 ^ O7 098 1.18 i 0.86 1 1.4 D.tB 2X4 35 177 751 i38 ': ' 0.73 1.01 1 19 1 095 1 1.4 6.18 HarcfePanei� 5l16 a8 co m on 4 Noac iR qp 174 148 137 'S t 0.78 1.W 1 22 1 0.85 7 1.4 0.98 Hem-p:r q5 171 147 136 '+� ' 0.785 7.065 1.349 1 0.85 1 1.4 0.18 5p 188 145 134 Q.81 1.09 127 1 0.85 1 1.4 0.18 55 188 144 133 78' D.83 1.11 1.29 1 0.85 1 t.4 0.18 86 1�A 147 132 78.7 O.B6 1.13 1.31 1 0.8'S 1 1.4 b.18 tOQ 136 12({ 113 ;5 i 0.99 1.28 1.43 tvBO 1 0.� 1 1.8 O.SS 0-15 UA 103 84 3s3 0.? 0.85 103 hs80 1 D.88 7 1.4 0.18 20 �114 tA� 92 3t 3 Q.7 09 1.08 1 0,86 1 1.4 Q.48 25 ti4 9$ @Q 3t.3 0. Q,94 1.12 1 0.84 1 t. 6.4B 30 114 80 � 37.3 6.7 0.98 1.16 1 86 1 1.# q.18 2X4 36 112 8B BT 3i3 0.73 1.ot t./8 t b.$!s t i.4 0.18 HardiePanel� 5118 4S � B woocl 24 AO 108 94 86 3ts 0. 1.04 1. 1 4.68 7 1. OJ8 common Hem-Fir 45 1Q8 A2 86 31.3 .066 1.2Ati 1 0. 1 7A 0.18 50 1 91 &�i 313 0.$7 1. 127 1 0, 1 t.4 .18 55 105 91 $4 3L3 0. 1.71 f.28 1 0.89 t t.4 D.78 80 103 90 83 313 0.86 1.13 13f 1 0.&S t t.4 0. B 100 88 78 71 3? 3 0. 1.46 i.43 Tv60 1 0.86 t 1.8 O.f 8 0-1$ 141 128 NB -0;.7 9.7 O.AS 1.03 h56D 1 O.SG 1 1.4 O.SS 30 141 12A 173 4°.T 0.7 0.9 1.08 1 Q86 1 1.4 0.18 �i 141 121 111 � 4r r 0.7 0.94 7.12 1 0.�6 1 1.4 0.18 30 141 119 109 4�.7 0.T 0.98 1.t8 1 0.86 1 t.4 D.18 2X4 35 138 117 108 47.7 U.T3 1.01 1.19 t 0.85 1 1.4 0.18 HardiaPanel� 51�8 48 � a w/md 24 -00 135 118 107 477 0.�@ 1.OA 1.22 1 O.Q6 t 1.A O.tB common kem-Fir 13$ 11A 108 47J 0.7 1.085 1?!1¢ 1 0. 1 1.A 0.18 50 431 113 105 aT.7 7 1. 1.27 t U.86 1 1.4 0.18 �s 128 112 104 47.7 p, ' 1.11 t29 1 0.88 t.4 O.f 80 128 111 103 47J 0. 1, 3 1.31 1 p, i 1. .18 100 108 @A 86 4T.7 1.26 t.43 It�Btl t 0. � 1.B A.t$ 0.15 112 101 82 3�.0 0.7 0.85 1.Ofi hs80 1 0.85 7 1.4 q.t8 112 0$ 80 90.0 0.7 0.9 1.06 1 0. 1 1.4 0.16 �' D. �� 112 BB 86 3D-o oJ a9� t.i2 1 C. - 1 1.4 '�.i8 In. shank X � 112 94 87 :t00 Q.T 0. 1.18 1 b. 1 1.R .48 0.27.t5 in. 4 edge �4 35 1 93 88 30.0 0.T3 1. 1 1.18 1 0. t 1.4 tl t8 HardiaPanel� 5/16 48 vwod 18 Ip 107 92 85 30.0 0.16 1.04 7.�t 1 Q. 1 1. O,iB Hp X 1.5 8 fieid ��.� � 1 � 8 y g,� gp 0.78lf 1. 1.�48 1 Q T 1. 0.1$ in.lonp ri� tpq gg g3 30.0 R 1 1.09 1.27 1 0 4 1A Q.i sh8nk nail r 1p� gg gl 3p.o Q83 1.11 1.28 1 t 1.4 .t8 8Q 101 88 82 �.0 O.d6 7.13 1.31 4 1A 0.18 1tl0 $4 74 70 30.4 0.99 1.28 1 1.8 0.18 / umNxdons o1 usa: . \��'\` `///` �• �,......., � 1) Featetler pulbut mtret k+e evelUet�d when in�taUed over etael etuda w a spaGes of wood studs �her than qiat which was te�e��.� ,. ��` C�+� •' • '.. 2) tn High Velocily Hurtk�ne Zones (HVHZ} Insfall per Mlami-Dade County Fiorfda, NOA �7-0418.94. �� - _ � � 1 �' f.�' - �"" �� ` t�J � � �%.�� .��.�� ',� � � ` {� `�� M� f� / f„�,��'} . " /��'��,'�e�� , ��a � ��\ Florida Building Code Online Page 1 of 2 �, � - - �� x . ��`�� t� � - � �� "� �—�� , F � �� _� �.�t_��-� � �•��r � � �m �� _ �� ...�_�� • � �' L � ,1 - � �' � € k -- � � ` P - g � _ ��. - n -- �8� ` � - 3 d , t. ,j{ ' f � ' t � _�� '� � �4 �' =t'�L _ F ° -_ - • �.� �� '�R �__ . � � � '.r.�� f � _ � . ' - g _ _ -. ��"�x �' �?�- -" : �� g�e`i� ; ..fv� �F�� , _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publica[ions FBC Staff BCIS Site Map Links Search y.�yj � � � �A " �� Product Approval -� `� ��' _ - � USER: Public User , ,g g' + r , � Produrt Approval Menu > Product or ApplicaUOn Search > Apphcation LiSt > Application Detail ,.5�` - .- - ° , .��• '1,F�:��- � t?�G�� y� f � ° � FL # FL13192 �t:.:.;�, , - _ _ �' Application Type New ''-�� !_ � Code Version 2007 ��_�� fi . � Appiication Status Approved a � �� ` Comments �� :_�.��,�-�= -"` �. . � Archived ��_=�;�a.� --t- Product Manufacturer ]ames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 , (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date OS/01/2011 Validated By - )ohn Southard, P.E. � Validation Checkiist - Hardcopy Received Certificate of Independence FL13192 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) tM•/hxnanar flnri�lahniiriinrT nrn/r�r/r�r .�.�.� a41 n�«..0,.,.,.,......—...!'SC\7Vl1__.aT_a..t_A/ nl_n._r r__ ��r _ rtr. rrr� ... �., �....,.,. Florida Building Code Onlme Page 2 of 2 Standard Year ' ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated il/04/2009 Date Pending FBC Approval il/09/2009 Date Approved 12/09/2009 -- — -- - — -- - - - - -- -- - -- - (Summary of Products � `; FL # Model, Number or Name Description � ? 13192.1 HardiePlank Lap Siding HardiePlank, Cemplank fiber-cement lap siding ` Limits of Use Installation Instructions � Approved for use in HVHZ: Yes FL13192 RO II install-cempiank-south.pdf ' Approved for use outside HVHZ: Yes FL13192 RO_II Insta_I1-hardieplank-hz10.�df , Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc I ; Design Pressure: N/A Created by Independent Third Party: No � ? Other: For use in HVHZ install in accordance with NOA Evaluation Reports ; 07-0418.04 FL13192 RO AE HardiePiank Florida Analysis il-3._PDF FL13192 RO AE NOA 07-041804.pdf C r e ated by Indepen T hird P arty: Yes Back Next DCA Administration � Department oi Comm unity Affairs Florida Bui/ding Code On/ine Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer ProductApproval Accepts: � � � � Wr113tg" r filru#�d YE�IFY �f�•��inTnii ��wa��a.s��..r��MrJ�.�. i.«« .�4� .....��.n�..�..W—_�_!-'�T�TVl1__1T-a_7_A//11_!'�__TT__Ar1_ _"_"'___TTT._TTTt ��1//�/AAI�l� ,�� .,, _ � �� `�� _ ��tt � . . ��.. ��, �r,r� '� �, s ;}� �-�, ` . — , ��. ,,,� '# . r'+�ii , i� s ,,�� - :i ' f�'_''''!r � i�� tl`�� i.,'{w. ��i.' t.�4J�.�1, , ._. =��rd.^-=�+. " EFFECTNE AUGUST 2008 CEDAR SMOOTH � BEADED CEDAR � BEADED SMOOTH = COUNTRY ROUGHSAWN ;i - _ . ��, - ��!�.'�l_ _, ;� ( .; JI'u�r-( i - ;I'U { 1 ; � ' I I��;�(Ji., I ' � A _ _ "�1 11� -�i'E i j��.�= t3:_ ;;' _ . , - r 3� �:�Y" i .-- _, i \I,�.� � � �i I i .3 > ril � ¢IY{� � S4�C� � 3t �-- _,� � ._�U �t�` [ r _�. ?I��J� 2 � � � • _ _ -_ _ :.t�F �?k��:° 3 'C �. v �C�.�'. �= L{ ji; �� BUii.f_�lPJG `�i)��5, ;4 � � 3 .f�.il� THE PR.�'i[3tJt„ ��i�i!.� '� �F k: :� �� 3t-v��;�� =ry��I�t ��.1��=� Qi. �4.7T§��Vk., i�S�"Rli��i�� Store flat and keep dry antl covered prior to installation. our000RS INDQORS 1. Position cutting slation so that wind will blow dust away from user i Cut only using score and snap, a shears (manuai, elechic or pneumahc). Installing siding wet or saturated and others in waking area. 2. Pos�ion cuttirgstahon in well-ven6lated area may result in shrinkage at butt 2. Useoneofthefdbwingmethods: oints. Car IBtII(S 011 @fI 2. a. Best: i. Score and snap 1 ry P 9 ii. Shears (manual, electric a pneumatic) • NEVER use a power saw indoors Protect edges and corners from b. Better. i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does rwt carry the Hardieblade saw blade trademark breakage. The manufacturer is not Hardiebladen saw blade and HEPAvacuum extra�ion - NEVER dry sweep- Use wet suppression a HEPA Vacuum res onsible for dama e caused b c. Good: i. Dust reducing circular saw with a Harclieblade saw blade P 9 Y (only use for low to moderate cuding) improper = __�.=�� ;� Impodant Note: Fa ma�dmum protection (lowest respirable dust production), the ManufacNrer recommends always using "BesP-level atting methods where feasibie. storage and � �..�, handling of the ,� °"'�" NIOSH-approved respirators can be usad in conjwction with above cu�ing prac6ces to turther reduce dust exposures. Addifional exposure information is available � r �, at www.cemboardsiding.com to help you determine the most appropriate cutting method for yowjob requirements. if concem still exists about exposure levels or you pPOdUCt. do not comply with fhe above practices, you should always consuft a qualified industrial hygienist or cantact ihe Manufacturerfor further information. souea�os ��€��Ql�.. ��;��:�� 9' • Cemplank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7116" thick OSB sheathing'. Irregularities in framing and sheathing can miROr through the finished application. • Cemplank�" lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resisfive barrier is required in accordance with local building code requirements. The water-resistive bamer must be appropriately installed with penetration and junction flashing in accortlance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). • Maintain a 1"- 2" clearance between Cemboard products and roofs, decks, paths, steps and dtiveways (figs. 4, 5& 6). Figure 1 Double Wali Single Wall • Maintain a 114" clearance between Cemboard products and horizontal flashing (fig. 7). Construction Constn,ction • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding W�r-resistive barrier fet-in bracing 24" o.c. max. & trim (fig.8). ose�m��9 • Install kickout flashing at roof-wall junctions (fig. 9). , i • Adjacent finished grade must slope away from the building in accordance with local �� __ � building codes - typically a minimum of 6" in the first 10' � • Do not install Cemboard products, such that they may remain in contact with ; :';, standing water. • Cemplank° lap siding must be installed on vertical wall applications only. �! • DO NOT use stain on Cemboard products. / -° � � �� +1�1'�LL.1�lTI0�. JOINTTREATMENi* (Required for Factory Built Color Finish, Aecommended for Primed productJ � '` �� i It is not recommended to use caulk at fie�d butt joints. / -___ � £`= stud i � �-" '�"�: Figure 2 water-resistive � 4 - barrier ` - �.Q n-iiii � 00 � p� � plank tPp -,` ' joint Aashing'• �+ 8 „ � o ° � 3 00 0 plenk edge � o o : o o °� wafer-resistive � barrier install planks in o o ,.;�<<'� -- o � � moderate contact � ° o - o o� fastener 0 ' o° o 0 0 � Install a 1 114" starter strip to 4` %/ ° o o ensure a consistent plank angle 0 0 Install factory finished edges together at butt joints. i�Ya a��e �P n��ween planks and trim, then caWk"' ' If only nailed to sheathing, plank can be a maximum 9-114" wide and must be face nailed at 12" o.c. with 0.09" shank x 0.221" HD x 1.5" long corrosion resistant nails. � "As required by bcal buiiding code "*Apply caulk in accadance with caulk manufacturers written application instnxtiais. WARNING: AVOID BREATHING SILICA DUST Cembo�d' produch contain respirable aystalline sillca, whfch is Ivawn to the State of Califomia to cause cancer and Is cor�sidered by IARC and NIOSH to be a cause of cancer irom sane occupatbnal sources. Breath6g excessive amoirds af resplraWe siNca dust can also cause a disabling and poteMlally fatal lung disease caqed sAlcasls, and has peen Ik�ked wllh dher tbseases. Some sludfea su�gest smoking may ir�creese these risks. Durkg i�ilaBon or harMling: 1) work in artdoor areas with ampb venhlation; (2) use fiber cement sfiears fa culting a� where not feasble� use a Hardieblade aaw blade and d�t-reducing a� saw ettached to a HEPA vaiwwn; (� wam athe�s in the immediate area; (4) wear a properly-i�6ed, NIOSHappoved dust mask or respirata (e.g. N-95) in exordance with n�Ormatlon,�refer��O our In�sta i�neku�ctl and Maten� 'a 3a�fety Data S I heet avaifade at� g com a by �g 1-8T7-236-7528. F TO ADHERE 70 OUR WARNINGS r SDS, AND INSTALLATION INSTRUC110NS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. � CEM0802-P1l4 9/08 _ �Ci9 _ - tis'�.9��ti.sC; -�r . Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" ciearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard products surfaces, flashing and counterflashing requirements for clearance between the Cemboard� products and and decking material. shall be instalied per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Fi9ure s driveways. ,--- Provide a 1" - 2" clearance between the sc�d roofing and the bottom edge of the water-resistive sidin Water barrier -- -_=-°_� Figu►e 4 9 resistive siding and trim. ��, i , , � barrier Figur'e 6 deck maieriai + � � �� - 2 concrete �'� i , 1' � 2" foundation ! �, __ ., 4 1^ - 2^ � � _?�-- - � � � � � _ -_ - ' � � �oist flashing _ I �\-� Cem lank �`'� -�� ledger -- � I �6"mi�. p � lap siding ---- ---- flashin 9 Figure 9 �, �:��j�� °�5�� / . Maintain a 114" clearance Maintain a minimum 1" gap Stepflashing /`, �, �' Because of the volume of water that can pour between the bottom of between gutter end caps and Sel1-adhenng� '� down a sloped roof, one of the most critical memb�ane � �aShII� details occurs where a roof intersects Cemboard products siding & trim. f� 9 and horizontal flashing. �_�,_,� a sidewail. The roof must be flashed with Do not cauik gap. Figure s �'�`��o�e step flashing. Where the roof terminates, .� I install a kickout to deflect water away from Figure 7 II I the siding. ..°,-'. -� ,p� � �np edge siding A It is best to install a self-adhering membrane on the wali before the subfascia and trim �Caulk ��4{gap siding �' ousewrap boards are nailed in place, and then come ,_ G - - back to install the kickout. �' ' " tascia Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding �,,, G' flasn'"9 "- and the end of the roof intersection, install a"kickout" of sufficient length and gutter and end cap angte to direct the water running down the roof away from the siding. i'�� R�Q��}TS Blind Nailing is the preferred method of installation for all Face Nailing should only be used where required for high wind areas and must not be Cemplank� lap siding products used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) � 11ga. roofing nail (0121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steel Framing � Ribbed Wafer-head or equivalent (No. 8 x 1 114" long • Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Naiis - Steel Framing � ET & F Panelfast' nails or equivalent • ET 8� F pin or equivalent (0 10" shank x 0.25" HD x 1-1/2" long) (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1!4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7I16" OSB minimum 7I16" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)* • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) 24 ,• _._---' • Ribbed Wafer-head or equivalent (No. 8 x 1 518" long x 0.375" HD). St"d �O.C. max. � Z4" Figure 10 Figure 11 1 1!4" min. stud water-resistive O.C. max. overlap Minimum overlap barrier o for Both Face � i � i and BNnd Nailing _ _ - —' � °� blind nail . _ _ - - ° _--� 3l4"-1" _ — - _� i 1 0 _ min. 1 1/4" �� face nail 0 overlap � I _� i i i i waterresistive i water-resistive � barrier 1 1/4" min. bartier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. # The illustration (figu►e 9) and associated le�d was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription iMormation, visit www.jlconline.com. * When face nailing to OSB, plaNcs must be no greater than 9 U4' wide and fasteners must be 12" o.c. or less. "' Also see Gerreral Fastening RequfremeMs. CEM0802-P2l4 9108 �� _.__...__ �._ _..__..,.,. .__.° ..�..,,.�.�..�.a,,�.�.»�..�.�-�,„Vw��.�„�„�..�._.�,....�,a.__ _ __ >;�� °�'_�-��- ��'g� f��G `��=�3{�� =�1�� a� • Consult applicable code compliance report for correct fasteners type and Fasfeners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where The manufacturer recommentls the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult the manufacturer's naiis. The manufacturer is not responsible for the corrosion resistance of Technical SeNices if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard° products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space) (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and adtl a nail. (fig. B) ':��=�.�� €��;�� • Forwood framing, under tlriven nails should be hit flush to the plank with a Cemboard products can be hantl nailetl or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, � � help control the depth the nail is driven. If setting the nail depth proves �� ' Caulk 8� ditficult, choose a setting that under drives the nail, (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply for installation do not under DO NOT Fi ure A Fi ure B drive nails STAPLE to steel framing). 9 9 �`-`�,.��l3�.��lVfa �.�II� � i�� For best results use an Elastomeric Joint Sealant DO NOT use stain on Cemboartl products. compiying with ASTM C920 Grade NS, Class 25 or Cemboard products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. CaulkinglSealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back-roiling is recommended if the siding is sprayed. `�°�,�.;�°Q�Y �UILT ��Lt3R '��ii�Li�CY C�U��l�IC,, �'C��N-E�� L��Pi�1�TE • Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Cemplank� lap siding with Factory Buiit Color technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product tlealer. • Treat all other non-factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. �'/�I�V�'iNG CEMB�3ARD� SlD1NG AN� TRIM PRt}DUG�'S il�l�fH ��CTORY BIi�LT �OLOR TE�H�It.7LC��Y When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat appiication: • Ensure the surface is clean, dry, and free of any dust, di�, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on Cemboard products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature ��V�RAGE CHART/ES7'iMATiNG �UlDE Number of 12' planks, does not include waste , COVERAGE AREA CEMPLANK� LAP SIDING WIDTH LESS OPENINGS SQ 5114 6114 7114 71I2 8 81(4 91l4 9112 12 (1 SQ =100 sq.ft.) (exposure) 4 5 6 6114 6 3I4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 SO 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 1 175 140 117 112 104 100 88 88 65 6 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 1� 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 2� 500 400 � 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actuai usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: In accaMance with ICGES Legacy R�dt NERd05, Cemplsic' I� siding Is reoogrYzed as a suifable aAemate to tl�at spedfied h: the BOCA Natla� BuBdng Cple/1999, the 1997 Sfandard Building Code, the 1987 UnHoim Bm'Ming Code, tlie 1998 Intematlonal Onaand Two-Famiy Dwelpng Code, ihe 2003 Ir�temaUon� Bapding Code. aMi y� ppp3 �� R&qfdanyal Code fa O�re-and Two- FamdY Dxeflk�gs• Cemplardi' lap sidirp's also reco�¢ed far appBcadan n M(dbwing: Gty of Los Ngdes Res�rch Report No. 24882. State d Florida iisting FLN889 �aae co�„ty Flaida NOA No. 02-0729.02 U.S. Dept af HUD Ma�erial: Release 1283c, Texas Deparhnent of Insuance Produd Ewahialbn EG23, City d New Yak MEA 71393-M, and Califomia DSA PA-019. These documeMs should also be consuked for addftlonal IMamadon ooncernUg Ure s�ieblllty d Vib produd for spedAc appf�tlor�s, CEM0802-P314 9/08 - � - yQ � �JamesHardie Hard�ePlank Lap Siding �-�/ZTM EFFECTIVE APRIL 2009 �i`iUI;;L[�,Iiv��lReI�UIRE(�1EiVIS-PRIMEDh�t;ULUiiP�U� i'r�uuu�l� Vis it� rn��.i amusi�arcuc.�,�-iuforthemostrecentversion. SELECT CEDARMILLo • SMOOTH • COLONIAL SMOOTH� � COLONIAL ROUGHSAWN�� BEADED CEDARMILLo BEADED SMOOTH � STRAIGHT•EDGE SHINGLE PLANK i;�Pt�R ti��T: FAILURE TJ INSTALLAND FINi�H THi� �R�iuijGT 1tv �t�;�ORDhi`a�[�% u��iT� fa; PLICA�L� �UfLD1PjC �i��i�S ��ii � J;�=vi�� Fi:��1� Vl�N,�Ti Ehi sAPPLICATION I�iSTRUCTiONS MAY LE4D TO PERSO^J�1L IPaJUPY,:��;_; �`s;�TE�v1 PERFG��a�AfVCE,V9t7L�-1TE LEi1��i. �€s!1�,?li�',� �3i3i��y�. :�lUi� VJlD �fffE WRODUCT QiVLY WARfiAN�Y. BEFORE iNST1�1_LltTIOP�. CONFIRPT ?: ��!� � v=�;�FE U5I�3ia � N� CORRECT HARDIELfl�1+� ;€��:�1 ff�liGT��'�`�. I��SI��Tl(�N OF HZ1Dr" PR4[}UCTS OUTSIIJEAN HL10''' l�QGr�TlQN V�ILL JGE� '!?U� �NAt��i�JTY, i� LlETERMINEWHICH �i��I�IfZt3��=��'! �ES Tt� YOUR LOCATION, VISIT V�IWNl.HARDIEZO�dE.COM �� C�LL 1�86�-942-7343 (866 9NARDIE) �TQ�AGE & HANDLING. � Ct3TTING INSTRUCTION� Store flat antl keep dry antl oUr000RS INDOORS covered prior to installation. Installing 1 Position cutting station so mat wind will blow dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in waldng area. 2. Position cutting station in well-ventilated area sid ing wet or saturated may result in 2. use one of the fdbwing methods shrinkage at buttjoints. Carry planks a. Best: i. Scae antl snap ii. Shears (manual, electric a pneumatic) NEVER use a power saw indoors on edge. Protect edges and corners b. Better. i. Dust reducing c�cular saw equipped with a NEVER use a c�ular saw blade that does not carry ihe HardieBlatle saw blade trademark from breakage. James Hartlie is not HardieBlade° saw blade and HEPA vacuum exhracUOn - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dus[ reducing crccular saw with a HartlieBlatle saw blade responsible for (onyusetaawtomoderatecutting) damage caused Important Note: Fa maximum protec6on powest resp�able dust production), James Hardie recommends afways using "BesP' curong methods where feasible. by improper storage and NIOSH-approved respira�rs can be used h conjunction witli above cutting pr�bces to furtl�er reduce dust exposures. Additional exposure informatbn � available at www.jameslurrGe.com to help you determine ihe most apFxopriate cutting meUwd fa yau job requirements. If concem still exists about exposure levels a you halldling Of the produCt. do not crompqr with ihe above prac6ces, you should aMrays consult a qualrfied indusUial hygienist a contact Jarnes Hardie for tuRher infamation. sa�ea,r� �aENERAL REQUIREMENTS: • HardiePlank� lap siding can be installetl over braced wood or steel stutls spaced a maximum of 24" o.c. or directly to minimum 7l16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finishetl application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-tlriving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulatioNsheathing. • A water-resistive barrier is requiretl in accordance with local builtling code requirements. The water-resistive barrier must be appropriately installetl with peneVation and junction flashing in accortlance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie tloes manufacture HardieWrap'"" Weather Barrier, a non-woven non-perforated housewrapl, which complies with building cotle requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building Figure 1 Double wali singie wa11 cotles - typically a minimum of 6" in the first 10' consvuction Construction • Do not install James Hartlie products, such that they may remain in contact with standing water. wa�e�-�es�sa�e bame� let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. PiyW o � za o.c. max. • DO NOT use stain on James Hardie� pfOdUCtS. OSB sheathing INSTALLATION: � r:�< JOINT TREATMENT' (Required for ColorPfus� Finish, Recommended for Primed productJ �� James Hardie dces not recommend the use of caulk at field butt joints. Figure 2 s d water-resistive bartier i iiiNiii i �• o � q �t�o"' joint flashing'* r y8 {�m �� o plank edge irstall planks in � ° o moderatecoMact oo Qo � �'waYer-resisdve °O barrier ° o o�o i' ° o 0 o fastener ��'� o ° o 0 0 � Install a 1 1!4" starter sVip to Install factory finished edges together at butt joints. � 0 o ensure a consistent piank angle 0 0 "For other jdn6ng aptions, refer to local building code or NER 405 "*As required by local building code R � Apply caulk in accordance with caulk manufacturers written app6cation instructions. leave appropriate gap between ' For addiUor�al irdannation on HardieWrapTM Weather Bartier, consuR James Harc�e at 1-866-4Hardie or www.h�diewrap.aom P�nks and t�im, tnen cauik••• WARNIN6: AVOID BREATHING SILICA DUST James Hardie'pr contain respkable aystaNine sdica, which is known to fhe State of Califania to cause cancer and is cor�sidered by IN2C and NIOSH to be a cause of cancer from some cecupational sources. Br�tl�Yg �cesslve artiouMS of roapiraCle sGfca dust can abo cause a dlsablmg and potentlaRy f�al lung dlsease caAed s�io�is, a�d has been linked wlth od�er dlseases. Some stu�es su$gest smoking may 6�aeate these Asks. Du installatlon or handtirg: (1) wak in autdoor areas wNh ampte vmMNaBon; (2) use flber cement ah�rs fa adUng a, where rat feasfble, use a HarclieBlade saw blade and �stfedudng dra�ar saw � b a HEPA vacuum; (3t wam alhers m the immediate area; (4) wear a pioperly-fl0ed, NIOSH-approved dust mask a resplrator (e.g. N-95) In accadance xrith applicade govemnent regulatlorre and meraifadurer fnsUucNons to (uMer A�nit resplrable silica exposures. Dudng dearwp, use HEPA vacuums a wet de�up mettiods - never dry sweep. For further fnfama8on, r�erto ax instaAetlon M�sbuctlons and Material SaIety Deta Sheet available at www.jamesharde.cam a by qlig 1-80U9FWRDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY L�AD TO SERIOUS PERSONAL INJURY OR DEATH. � HS0920-P1/4 4109 _ �.�,._. �, __.�._ _.�,.._.., , . _ -.,_,�,�.,.... ,_. .��..w.�.�,.�_�...,�.�...�..w...�,:��,�,...�,�.,�..,,�.�.m. . �/ >O� ' At the juncture of the roof and vertical Install sirling and trim products in compliance Maintain a 1" - 2" clearance between surfaces, flashing and counterflashing shall with local building code requirements for James Hardie protlucts and decking be installed per the roofing manufacturer's dearance between the bottom edge of the Maintain a 1" - 2" clearance material. instructions. Provide a 1"- 2" clearance siding antl the adjacent finished grade. betvueen James Hartlie Figure 5 between the roofing and the bottom edge of products and paths, steps water the siding and trim. Figure 3 scud antl drivewa s. S�d��s waler-resistive y resistive Figure 6 barrier --� _ � � barrier — i � Figure 4 -� 1 r� _ 2° � � � � ' - deck mafenal concrete I 1" - Z" - �{ foundahon �I - — I 1"-2" '- ��- } - — � � joist flashing `--- � � �\{ ',� ledger X HardiePlank� flashin `�6" min. lap siding FIgUf@ 9 �, Maintain a 1/4" clearance Maintain a minimum 1" gap StepAashmg /� �l�K�� between the bottom of James between gutter end caps and / � Because of the volume of water that can pour down Sel4adhenng �� membrane ,� _-, a sloped roof, one of the most criticai flashing Hardie products and horizontal sitling & trim f � tletaiis occurs where a roof intersects a sidewall. flashing Do not caulk gap. Figure 8 �r=�en _° _ ✓'`` � The roof must be flashed with step flashing. Where � ' - �'��,� the roof terminates, instati a kickout to deflect water Figure 7 "' - ��` o� ea9e away from the siding. i .--- s�dm9 �'_- It is best to install a self-adhering membrane on the Do no� 114�gap sidin9 ;� �`� _ wall before the subfascia antl trim boards are nailed CBUIk _ , ousex�ap _=-_ in piace, and then come back to instali the kickout. �� : - tas��a Figure 9, Kickout Flashing$ To prevent water from dumping behintl the sitling and ihe _ riasn��9 "_- end of the roof intersection, install a"kickouY' of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. �ASTEN�R REQ�IiRE�IEN`f`S ** Blind Nailing�is the preferred method of installation for all Face Nailing should only be used where required for high wind areas HardiePlank lap siding products and must not be used in conjunction with Blind Naifing BLIND NAILING FACE NAILING Nails - Wood Framing • Siding nail (0 09" shank x 0.221 " HD x 2" long) Nails - Wood Framing • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.25" long) • 6d (0.113" shank x 0.267" HD x 2" long) Screws - Steel Framing • Sitling nail (0.09" shank x 0.221" HD x 2" long) • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4" long Screws - Steel Framing x 0.375" HD) Screws must penetrate 3 threads into metal framing. • Ribbed Bugle-heatl or equivalent (No. 8-18 x 1-5/8" long x Nails - Steel Framing 0.323" HD) Screws must peneVate 3 threatls into metal framing. • ET & F Panelfast� nails or equivalent Nails - Steel Framing (010" shank x 0.313" HD x 1-1 /2" long) • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" OSB minimum 7/16" • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1 75" long) • Siding nail (0.09" shank x 0.221 " HD x 1-1 /2" long)' • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). scud 24 " � O.C. max. scud i 24 �� Figure 10 Figure 11 1 1/4" min. O.C. max. overla water-resistive Minimum overiap p barrier � for Both Face � i — o' and Blind NaiNng � - � � blind nail __---- o � � _-- � 3/4"-1" i - - - � _ �o � min. 1 1/4" � face nail 0 overlap i � T'— � -� i � i i � � water-resistive i water-resistive 1 1/4" min. barrier overlap barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus• products. : The illustrafion (figure 9) and associated text was reprinted with permission of THE JOURNAL OF IJGHT CONS7RUCTION. For subscription infamation, visit wvuw,jlconline.com. ' When face nailing to OSB, planks must be no greater than 91 /4" wide and fasteners must be 12" o.c. or less. " Also see General Fastening Requirements. HS0920-P2/4 4l09 y �o� �.��y==r��:� i ASTE��(� �E�U1�a��i�� ?� • Consult applicable cotle compliance report for correct tasteners type and Fasteners must be corrosion resistant, gaivanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion • NOTE. Published wind loads may not be applicable to ail areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Builtling Codes have specific jurisdiction. Consuit James Hardie nails. James Hardie is not responsible for the corrosion resistance of � Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. fasteners. Stainless steel fasteners are recommentled when installing . Fastener heads should fit snug against siding (no air space� (fig. A) James Hardie'r' products near the ocean, large bodies of water, a in • Do not over-drive nail heads or tlrive nails at an angle very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) �.��j�� ,��, • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail) Pneumatic fastening is highly recommendetl. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommendetl. This will help control the Countersunk, � � de th the nail is driven. If settin the nail de th roves difficult, choose a Caulk & p 9 p p add nail setting that under drives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE ��l��.KING �AINTINC For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100°/o Joint Sealant complying with ASTM C834 Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back-rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. ��LORPL�S � � ECHNULQGY GAUL.KiNG, TDUCN-l1P & LA�IINATE • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch-up applicator Touch-up paint should be usetl sparingly If large areas require touch-up, replace the damaged area with new HardiePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus� product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer PAINTING JAMES HARDIE� SIDING AND TRIM PRODUCTS WITH �OLORPLUS� TECNNOLOGY When repainting ColorPlus products, James Hartlie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normaliy not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATiNG GUlDE Number of 12' pianks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK° LAP SIDING WIDTH SQ 51/4 61/4 7114 71l2 8 8114 91/4 91l2 12 (t Sc1=100 sq.k.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 SS 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under adering of product. RECO�NITION: In aocordance wdh ICGES Legacy Repod NER-405, HazdiePlank lap siding is �ecogn¢ed as a suAable altemale b tlret speafied in: lhe BOCA National BuiWing Code11999, tl�e 1997 Sfandard Building Code, the 1991 Unilorm Buddng Code, the 1998 Intemational One- and Two-Family DrveNing Code, the ZOO:i Intemalbnal Buiding Code, and the 2003 Intemational Residential Code for One-and Two- Family Dweings. Ha�lank lap sirfmg is also recognized for appli�tion n Ihe (dlawing: Ciry of los Angeles Research Repo�t No. 24882, Stale of Fbrida 6sting FL#889, Dade County, Fbrida NOA No. 02-0729.02, U.S. DepL of HUD Mate�ials Release 1263c, Texas Department ot Insu�ance R+oduet Evaluation EG23, City of New Yak MEA 223-93-M, and Ca�ifOmia DSA PA-019. These documeMs should also be consulted for additional ir�ormation oonceming tlie suitabilily of Uris produd for spea app i c afions. Hsos2aPS�a aios PRO,tECT RIO-2159-09 ENGINEERING EVALUATlON REPORT FOR ATTACHING JAMES HARDiEO BRAiVD FIBER-CEMENT LAP SIDING TQ WO�D FRAMED WALLS WITH VARIOUS FASTENEr2S JAMES HARDIE BUiLDING PRODUCTS, INC 1090� ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS �AGE Reference Reports and Results � Purpose of Analysis 2 Table 2a� Caiculated Design load ( 093" shank x 2 5" long siding nailj 2 Table 2b Galculated Design load {11 ga roofing nail) � Tabie 2c Calculated Design load (Sd ring shank naii} Z Table 2d Calculated Design laad (8d siding nail) 3 Tabie 2e Calculated Design load (6d siding nail} 3 Table 2f� Caiculated Design load {Sd siding nail) 3 Table 2g. Calculated Design load (6d siding nail} � Table 3 Pressure to be Resisted for Exposure B q Tabie 4 Pressure to be Resisted for �xposure C 4 Table 5 Pressure to be Resisted for Exposure D � Design Wind Load Procedures 5 Table 7 Maximum Wind Speed (MPN - 3-sec gust) for Various Hardipiank width and Various Fastener Sizes 6- 19 Limitatians of Use � As product evaluator, the undersigned certifies khat th� listed products are in compiiance with the requirements of the 2007 F{orida Buiiding Code. PREPARED BY: RONALD OGAWA & ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 \ ,��►r�r��i�� 714-292-2$02 �� t� �' , � ,�-�" 714-847-4595 FRX �F� ,, � % 41,�x ,� * _ � "•. SF,A�j�r d � :��GiC' - - A. �� ; � ��`�s,yq�� Runaid Ogawa and Assec�ates, liu 5901 Wamer Avenue, f?3'6 Hupunpto!� Heach, CP 926AJ �714) 292 2602 cel; :?i41R47-45JSfar. F'nqeci F210-2159-U9 Ja;i�<:;Flardie6;.iiidinqProduu^> Ln .. i"i .,�,i'��'' "7., If`n01 E-'tnAvcn�,ir ``� ° f b��` ,1 ;- � � .:1 � I`��ntan��. Ct; 923G7 _ �� t' ,.., �,,�. � . � -800 :142 r.}.q3 �� • ��.� .� �.� �� _ �vaivation Subject: = � `; �ri� �:� � _ .� HardiePlank� L.ap Sidina � � "�;,: �� _ -- c� � �: ' ''. _ James Nardie 7rade Names: {� /, � i t ,r y �' �.? a 7 f' �.� ~ N..�rAief'lai Gemplan'r.:? + � �`� � V ` �a� ' a""�-' ' � . � , `°,�J ,� . Reterencefteports: ��t 1 `'�+.��(� � ,( /j, � g : ` �,,�' \`.� . �. . 1) Intertek - Wamock Hersey - AutFonzation lo Mark HardiePlank Lap Sidmg �� iTr°�� t � q �„ '��` 8�, i } 2) Ramterh Latorato�ies.lnc Report iD593-96l1395 iAS?M E3301 '�- s�� +-. �� ,r� � � Tt Load Tost, 5/16" Thick by 7.5 inch wide HardieFlank Lap Siding installed on 2X4 W-ri; arood studs �' '��'• � �`�} � } S 3 ; spece at 16 inches on center with a 0.093 inch shank �y � 222 mch head diarneiei �y 2 5 u�cti lun� paPr�� uted sidin j na,i t , 3} Ii�specGon Concepts Report IC 1034-BB tASTM E330) � �ransver;e Load Test, 6116" Thick by J 5 mch wide HardiePlank Lap Siduig u�stalled un 2>A V-lern Fu .v��od :,N�ds space at 16 mches on centerwith a Number i � gnuge 1-3JA inch long galvanized rootiny nau 4) Ramtech Laboralories, Inc Report 214�J-07-'10ICj iASTM E330) 7ransyerse l oad Test, 5/16" Thick 6y 6 25 inch wide MardiePlank Lap Siding instalied on ZX4 f�ouc� Fir�l_arcn v,�ocd sWd; space at i6 inches o� cpnterwith an Bd rinc� shank hoz nail, U.173 mrJi shank by 0 2G0 incii head dian�?Ir_r by 2 375 mr.h lonu 5) Namtech 1_ahoratodes, lnc Report 2149-07 10 (E) (ASTM E336) i�ansversa Load Test, 5l16" Thick by 8.25 mch wide NardiePlank Lap Siding instailod on :X4 [)ouc�-Pir-Larch wood sWds space at 16 inches on center wilh a 0.092 ipch shank by 0.222 inr,tt f�eatl tliameter hy 2.5 irch lor.g c�aivanizecl sid+ng nad 6) Ramtech t at�oratones. Inc Report 2341-08-05 (ASTh1 F33p� Transverse Loed Test, 5/76" 7h�ck by 8.25 inch wide NardiePlank Lap Sidiog installed cn 2X4 Doug-`ir-Larch wood sluds space at 16 Inches on center with a 0.092 inch shank by 0.222 inch head dfameter hy 2 inch !ong galvanizetl sidinc� natl 7) Rar^tech La6o�atories, Inc_ Rep�rt 21A9-07-10 (F) (AS'I'M F330] Transverse load Tes�, 5/16" Th�ek by 8 25 �nch wide HardiePlank I_ap Sidiny installed cm 2X4 Spnice-Pine-�ur wood studs space at i6 �rches on center with a 0.092 mch shank by Q22`L mch head diameter hy 25 mch long galvan¢ecl sid�ny nad 8} intertek Testing Services, Inc. RepoR 3166993MID-OOa (ASTM E330) 7ransv<rse Load Test, 5(16" Thick by fi25 mch wide NardlePlank Lap Sidmp installed on 2X4 Spruce-P:ne-f ir svood studs space at 16 inches on center wdh a 0 692 inch shank by 0 222 inch head diameter by'L inch long ge!vanized siding nail RefEtences: ASCE 7-OS 2007 Florida �uilding Code 2006 Intemational Bui�ding Cade�+? 2006 International Residentiai Codeu Results: MardlePlank Lap Sidinfl complles with ASTM C 1166, StandaN Specification for Grade ll, Type A Non-asbestos F�ber-Cemen! Flat Sheets Ta61e 9, Results of Transverse Losd Tnsting Freme Design Area Thickness Spacing Fastening U(hmate Load Tnbutary Fastener Report Number Test Agency (In.) bydth (in ) Ffame Type (in.� ' Method Fastener Type Load (PSF) (PSF) (sq ft j l.oad (Ib�) btind nail 0.093" shank X 2X4 wood W- through top 0.222" HD X 2.5" � '105�J3-�J6/i 395 Ramlech 0.3125 7 5 Fir � 6 edge of loog galv Sidfng Jz 30.7 � 833 25 i, plank nail blittd naii IC-7034-88 Inspec6on 0.3125 g,5 �4wood t6 throughtop No. �t ga. t-314" �q6.6 489 1 056 51 n Concepts Hem-Fir edge of GaW Roofing natl piank 2X4 wood face nail 8d ring shank box 2148-07-16 (C) Ramtech 0.3125 6.25 Doug-Fir �g ��9fi nail, Q.113" shank Zy6 987 0 917 80.4 Larch Plank X �.260" HD X ovedap 2.375" L 2X4 wood fece nail 0.09F" ahank X 2149-07-10 (E) Ramtech 0.3125 8.25 Doug-Firv � g through 0.222" HD X 2.5" p53 D4.3 0.917 77 3 Larch p�ank long palv. Siding ovedap nail 2X4 wood fece nail 0.092" sbank X 2347 •0&OB Ramtech 0.3125 8.25 Doug-Fir- � 6 ��9h 0.222" HD X 2" �65 55.0 D.917 50.4 Larch Plenk long galv Siding ovedap naii � Wo � fdcenafi 6.Q92" shank X 2149-07-10 (F) Ramfech 0.3Y25 8.26 Spruce-Pine- 16 ��h 0222" HD X 2.5" �68 58.0 0.917 51.3 Ftre P��k tong galv. Siding overlap nail � �� faee nall 0.092" shank X 3188693MID-004 Inlartek 0.3125 8.25 Spruc:e-Pine- 76 ��h 0.222" HD X 2" �q3.4 47.8 0.917 43.8 Fi � plm�k long galv. Siding overl� nail Page 1 � Rc�;alu vyawa and f-ssoc:ates. Inc �901',�:ar:?e p•ae:iu�.11376 i iunfii�gion Beach. C'r. ii'�E49 r714) 232�GU2 a�ll (�14)8A7-.?535fax f'ro�sci' `r210-2159�f9 ' .Inrica I:aid:e i?u:ld:nu F'rorlucts, Inc ifi`J Eii:lltvBnUe �.. �tr.nr. C t3;?33� ' r'i`0�44[' 734.1 P! � rFose. I'h�s an�l /�is is !o ieiem�Ene the maximum wind �pee0 to be res�sted �y ar assembiy of Hard�ePlank iap sid�r� fastened ta wootl framiny w�th stding r.aifs or ruo*n, naiis. 5y proportkoninc� the tri6utary area ro e2ch fastener, the design ioad to et;ch fastenervsll Ce kepl aanstant By dan� so. tne desic�n toad forvarious Fi�rd;ePisric w!dtl�s arid stud sUacinps wiI! bo determi�ied. iabie 2a, Ga�ci3ia:ed Deslgsi Loads Based on Canstant Fasiener Load, 0.983" Shank X 2.5" l, sidirig nail, W-FirStnds, fastenars concea{ed (blind nailt Glieck (u! iusulis :r,trg %� inch plartM, valu2s �rom F?epon Numpef 2059&98/i395 The f�lloviu�g examp;e r+i�; d?monstra[e Ihe basic anaiysis: De,ian load = uR;ma'e feilu�s load/FOS =�2psil3 =�0.7psf Area tnbutary = plank width X�stud spacing/144) = 7 5 X(16!]44> = 0.833 squa�e tr,�t Fastener load = design Ioad X(riUutary area = 30.7 X O.E333 = 25.o pouncts Caiculated design load = faslener loed tested condinon drvitleC by are�a !riL�ulai, tcr tiir. cunditlon to be calcuiatea �� Stud Area Area Oesign I�WrdiaN!ar:k N(�dth Tested Spar,ing Tributary pesign Load Fasiener Sh;d Spacing T�;putary load �uic h�:s; Condifinn (irtches) (sq.fl ) (PSPj Load (165j !inches� (sy.ft.) lpSF) 5 25 1& 0.5833 43.81 24 0.8750 29 21 5 25 16 0.8944 36.80 2a 7.0417 24.53 7.2.5 16 0.8056 31.72 2A t.2083 2115 L5 92 16 0.839J 30.67 25.56 24 1.2500 20.44 t3 16 6.8883 28J5 24 1.3333 13.57 &.25 16 0.9167 27.88 24 1 3750 18 59 3.25 16 1A27$ 2486 24 t,5417 t6.58 9 5 76 1.p65& 24,2i 2A 1 5833 �6.14 ' 2 16 1,3333 19 17 24 2 0000 7 2; 8 7able 2b, Caiculated Design Loads Based on Constant Fastener Load, No. 11ga. Roofin� naii i-3/4" l, Hem-Fir StuBs, tasteners conceated {biind nail) Check ter resulls using 9 5 inch plank valuas from Repo�t Number IG1034-88 Design load = uitimate fa;lure loadlFOS = 146.6psf/3 = 48.9 psf Area tributary = plank widih X isiud apacingJ144y = 9.5 X{t6/i44) = 1.0�56 squara [eet Fastenar �uad = desig� load X tributary 8rea = 48 �3 X 1 055Fr = 51.8 pounds Ceiculated desl n loetl = fastener load tested conditlon dMided b area tributary for the r,ondi6on to be colculated Stud Area Nea Design Hard�eAlar:k Nhdth Tasted Spacrng Tributary Design L.oatl Fastener 5tud SpaGOB Tnbuiary Load iincbes} Condi6on (inthes) (sq.ft.) (PSF} Load (ibs) (iiscbes) {sq.ftJ (PSF) 525 to 0.5833 88.43 24 0.&750 58.95 625 16 O.6�J44 74.2B 24 i.Q4'17 A9.32 725 18 0.8058 64.b3 24 1.2083 A2.69 7 5 1 b 0.8333 61.90 Zb 1.250U AL27 8 16 0.8689 56.03 24 1.3333 36.89 8 25 16 0.9167 5627 24 1.375D '37.51 ' 925 16 1.0278 50.19 24 1.5477 33.A& 9.8 tb8.6 16 1.p558 48.87 51,68 24 7.5833 32.88 72 16 1.3333 38.69 24 Z.0000 25,79 7abis 2c, Galculated Design Loads Based on Gonatant Fastene� Loatl, 8d (2-3/8"L) ring shank box naii, DFL Studs, fastetters exposed �hace nail) Check for resWts using H.25 inch plank v�uea from RepoR Number 2149-0?-10 (C) Design load = uflimate failure load/�'OS = 296psit3 = 98,7 psf AJea pibutary = piank width X(stud spacfng/144) = 8.25 X(18/1441= 0.917 square feet fastener load = design Ioad X tributary area = 98.7 X 0.317 = 80,4 pounds Cafculated desi n load = faste�er {oad teated contlifion divided b aree tributary fnr the condition to ha calculated 3htd Area Aree Design HardioPlank Widfh Tesfed Spacing Tributery Design Load Fastener Stud Spaang Trtbutary Load tinchas) Condition (inches) (sq.ftJ (P3F) l,oatl (Ibs) Qnches} (sq.ftJ (PSF 5.2� 16 0.5833 153_05 24 0.8750 103.37 825 16 0.6 13E3.24 24 1.041T 88.83 7.25 76 0. 58 112.28 24 1.2093 74.85 7.5 16 0.8333 309.63 24 1.2800 72.38 ��411{1{1llf/f)/�� 8 16 0.8888 101.75 24 1.3333 87.83 � 8.26 286 16 0.8187 90.87 9�.A4 24 1.3750 8578 ��\��\ GAWA �i��l� 925 18 1.0278 88.Q0 24 1.5477 68.67 `\� � 9.5 18 1.0558 65.86 24 1.5833 57.12 � ,•' �.• 12 18 1.3333 87.83 24 2.0000 45.22 •. ' �?'� _ 4�. '�. ��'�'� �, ` �. r�.'�?� ,� ~ y , :�J ��'` ' � '�� J ��. Page 2 ' 'rrriiY1$fiiti��' ` � Renaid �J��d:,a ard Asso+:�ates, �rn. . 59014'/amer.Avenue #37, Hurtington E'aach.t'N 92749 (7 � 4i ZL�2-2602 ccn {7;,{� &t7-a5u5 tax i ro�eci� EiiO-[ i5; .?0 .,,. � . � !,r ,. ..,.:!,.. . � d,.. . �. It'vU :�r -..� �.uc !"nnl.. ,., �.n: _.� . t V; _ ._ T�abl» 2; , �alcuiaiad Uesign l�ads Based oa C�mstant Fastener { oad, 8d siding nail {�.09?" shank), DF� SEuds fas,eners ::xpnse�t ((ace r�aii; ..� , n,, ..,�, �s usii�9 B 2� ir�„n p;ank �a4�es troni Re{+art tvumt;er _l40-07 1C ;E) (Jesign :cad = ulhn?a:e ;`adure'oadlFOS = 253psL'3 = &4.3 psf Area Mhutary =,.^.lank width X(stud sparjngii q4} = 8 25 X(16/S44) = D J1 � square fect Fa;t�ner lo�d = dosign load X tnbuFary are:� = 94.3 X 0.917 = 7; 3 pou��ds Calculated desi n load = fastener load tesled condiGon divided d area Mtrutar� For the conuition I� be calculaFed Sfud Araa Area�esi9r, Nartiie({ar:k �+SJiI; Teste�i tipacing T�iuutary ueaign load Fastener Sturi Spaciiig Tributary � t oad �fnchesi C ondiqon (:nches) (sq_ft ) (PSF? Load (Ibs) ;mchesi (sq ft.) (PSF) 5 ZS �� I6 QS$33 132.52 24 0 8750 6E3.35 �� °' � 16 0 6fl44 111 32 24 i.0417 74 21 �- - zr --- T -^ I6 C.8056 95 97 - 24 � + 2083 63.98 ^� i.� � t6 0.8333 92.77 24 .� 7 2500 Gt 84 3� � i fi Q.888�J 86 97 24 ? 3333 57 �38 825 253 16 0.9167 Sd.33 77.Jt 2G T � 3750 56 22 9.2:� i6 1.0278 75.22 } --- 24 7.54ri 50.14 �i 5 16 1.0556 73.24 24 t.5833 A8.82 �, � �_----,� ta 1.33a3 57.98 24 2.00tl0 3885 lable 2e Calculated Destgn L�ads Based on Constant Fastener Load, 6d siding nail �Q.092" shank), DFl Studs, fas[xner5 expersed ((ar.e naii� Cher_k �cr res��its usi.^.g C�2S inr,h plank v�lu�s frnm f2eport Number 2341-08-OB C�esipn loed = uihinate failure Ioad�FQS = 165psfl3 = 55 psf l�ea t�ibatary = plank v+idih X(stUd speGing?tdq) = 825 X(9oit44) = 0.917 ,quar� feet f inad = desipn Icad X:ributary area = 55 0 X 0 917 = 50 4 pounds - a�.ulated desiyn toad = Eastener ioad tasted r,ondition div;ded by area lntu!ery fer th�� conditron t� be calailateA � Si�d Area .�.rEa Uesigrr f I�rc1i�P:ank 4'6dtt= � !�asted SpaGng , Tnbutary Design Load Fa:tener Stud .Spac�rt� Trihutary load ;ir,ches; Co��.diLa:� (inches} (sqfl) (F'SFi Load(Ibs) (inchas� (sq.ft.) fPSP) 5 25 16 0. 833 88.43 24 0.8750 57 82 6 25 7 6 0.69M1 72.80 24 1.0417 48.40 7.25 16 4.8056 62.59 24 1.2083 0.i 72 7 5 1 G G 6333 80 Ci0 24 1.25D0 40-33 6 76 0.2889 59.72 24 1.3333 3�,81 6.25 165 18 0.9167 55.00 SQ.42 24 1 3750 36.67 925 16 1.0278 49.OS 24 1.5A17 32.70 9 5 1F 1.0556 47.76 24 7.5833 31.84 ? 2 16 1.3333 37.61 24 20000 29.21 Tabie� ?i, Calculated Design Loads Based on Constant Fastener Load, Sd siding nail (0.092" shank), SPP Studs, fasteners exposed (face nail) Che�:k for resuies using II 25 mch plank values tmm RepoR Number 2149-07-iQ tF) [7esign loaa = u!�imaie fadure IoadtFOS = 188pst/3 = 56.0 psr r�rea tnbutary = plank wid:`h X(s!ud spacingi144) = 8 25 X� 16/144) = 0 817 s4uare Fee� Fasiener ioac = desi�n load X iributary area = S6 0 X 0 917 = 51.3 pounds Calculated desi n load = fastener losd tested condiUon 4ivide0 b aroa tnbutary for tho cordiUon to bo caiculated T Stud A2a Area Desfgn HardiePlank V`�idth Tested Spaciny Tributary Uosign Load Fas[ener S1ud Spacing Tributary Load {inches) f,ondiiion (inches) (sq.fl ) (P5F) load (Ibs) (inchas) (s .ft. (PSF) S25 1 0.5833 88.00 2R 0.8750 58.67 6.25 1B 0.89A4 73.82 24 1.0417 A8.28 7.25 i6 0. 58 83,72 2d 1.2083 42.48 7.5 16 0.8333 61.8A 2A 1,2500 41A7 8 i6 0.6889 57.75 24 1.3333 38.50 8.25 188 16 0.9187 58.00 59.33 24 1.375D 37.33 925 16 1.�278 49,9b 24 1.5417 33.3Q 9.5 16 1. 66 48.83 24 1.6893 3 A2 �� 12 10 1.3333 38.50 24 2.0000 ` Iflt(f1/�� ,.�`�� A��' �� %� ,� '�NS• % `\ fj \ � 4121 • � - �= ; STAT �� ' w ` U `' ,( � ��OR��'' i `� /,r'/// �/� N �� t � '� �t �/ 1� � ��►nii�itt�� Page 3 ku�;aid O�a�va an�i As nA(es Im� 5901 lNamer Averu�, #37G Hu.�;n;;h,;i Jem.h.:.i� g:;3�„ , 74•. 292-25�;2 r.e:l (71A1847-4595 tax . Pmi�cY Ri�'�_L�5:�� ;9 J:erns,Na�d;aBui:;i�ny.^nduCS i��, 1:}�:;'1 [_Ilil �,J9`1LiE: F entana. � .r\ 92's37 !.t3U0��J4L 7U43 Tat�le 2g, Calrulat�d pesign Loads Saszd on Constaiit F�sterer Load, 6d siding nail (0.092" shar,kj, 5PF Stu�'s, iasteners �xpesed (face nait; t hcck ic•r r��;!i:ts i�stng 8 25 ir�ch piank va!ua>s from Repert tdumpes:diF,ggS.',td',U-OU4 t3es�yie load = uliirc;ete (a�Wre €�ati1F05 = 74's.4ps.*13 = 4; .8 p;f lvea Ir,butary = plank width X(sWd spac1ng/144) = ii.25 X(16l144) = 0_917 syuare feet Fastener load = design �cad X tr�butaiy are� = 47.8 X 0 917 = n3.8 pounds Gaiculated design load = fastener bad tested condi8on dividetl bv area fributary (or (he conduicn to be calarfatEd Stutl Area Ar�a Design FiardieFlank N�idth Te,ted Spacing Tributary Oesign Load Faslane� Slud SVacanq Tiibu!ary Loae (inchas; Condition sinches� �sq.(i.j �FSF) Load (Ibs) priches) (s .ft.i (PSF,`. 525 i6 D.5F333 75.11 24 0.8750 50.08 �i?5 16 D.694�t 63.70 24 1 Oa77 a2D6 7 25 16 Q 80�6 5�.39 2d t.1083 3� 26 '� � ifi O.II333 �2.58 'L4 1 250� 3505 � t�: 0.8889 49.2�J 24 73333 328G 6.25 743.4 16 D.9167 47.80 d3.82 2d 1.375p 31.87 9.25 16 1.027$ 42.63 24 1.54t7 28A2 � iF 10556 q1.51 2A 1.5833 2767 12 i�i 1 3333 32.86 24 1.�JOOC 21 91 Ta6�e 3, Pressures (PSF) to be Resisted at Vanous LNend Speetls - Wind Exposure Cafegory 8, Kz[=1, 1=10 thind Speed (3-second pust) AS %J 9n0 110 120 130 140 15U 17U � Expasure �3 B g g g � � � B ,4dJustmenl F{e�yht (ft) [acto� � P•+�" = 1 7 4 19 5 Z4 7 29 7 34 7 4D.7 �7 2 54.2 fi8,(i "� � 1 1; 4 19.5 24 1 29.1 34.7 40.7 47 2 5�.2 59.6 2G 1 17 4 13.5 24.1 29 7 34.7 4D.7 A7 2 54.2 6�J 8 25 1 17 4 19 5 24.7 29 1 34 7 40.7 47 2 54 2 6�J.6 30 I 17 4 19.5 24.1 29.1 34.7 40.7 47.2 54.2 39.6 35 t,QS 18.3 20.5 25.3 30.fi 3�i.4 42.7 49.6 56.9 73.7 4� 1.09 15,0 21,3 28.3 3i.7 37.8 q4,4 51 A 59.1 75.9 d5 112 19.5 21.8 27.0 32.6 36.9 45.6 52.9 607 78.0 50 1 76 242 22.6 28.� 33,8 40.3 47.2 54.8 62.9 ROJ 5 ' � �9 20.7 232 28.7 34.6 41 3 48.4 562 54.5 82.8 60 122 21.2 23.8 29.4 35.5 4.3 49.7 7.8 8&.t 4.9 100" Kz= 0.99 30.8 3d.5 42.7 51.6 614 72.1 83.8 �JB.p t23.3 'For herght> 60fl: Kzl=7 Ktl=0.85; 1=1. GCp-1 9:GCpi=0.7B: P=0.00258'ICz`Kzl'Kd'V^2'I•(GCp+_GCpi) Table 4, Pressures (PSF) to be Resfsted at Various Wind Speeds - Wind Exposure Category C, Kzt=1, 1=7.0 , Wind 5 eed &second ust 85 90 100 110 120 130 140 150 970 E osure C C C C C C C C C Adjustrnenl - Height �it) facta. 3. P �� = 17 4 19.5 24 1 291 34 7 40.7 47.2 542 64.6 0-15 1.21 211 23.6 28.2 35.2 42.0 482 571 65,8 842 2 � � 28 22 4 25 2 31 1 37.5 44.8 52.5 60.9 69.9 89.8 Z5 �.a5 23.5 26.3 32.5 38.3 46.8 54.9 63.� 73,2 04,0 30 1 4 24.4 27.3 33.T 4D.7 48.6 57.0 66.1 75.9 97 4 35 145' 25.2 28,3 34.9 42.2 50.3 59.0 88.4 78,6 100,9 40 149 25.9 281 35.9 43.d 51.7 60.6 70.3 80.8 103.7 45 t.S3 26.8 29.8 38.9 d4.5 53.1 82.3 72.2 82.9 1�8.5 50 1.58 27.1 3Q.4 37.6 45.4 54,1 83,5 73.6 84.6 108.8 55 t.59 27.7 37.0 38.3 d6.3 55.2 64.7 75.0 86.2 110.7 100' _. B 39.2 44. 54.3 85.7 78.2 81.7 106.4 t22.1 1b8.8 "ror helght> 60fi: Kzt=1; Kd=0.85;1=t; GCp=1.8;GCph0.18; p=0.0 `"�,� ��11 ```,.�,`� `: pGA�9�, ,f ' . � � � � • f, � ;, •�• �• t �� _ . � _ � ._ � � `� ��a�i'� �'.},� ` B ' , i, / �� A � ,~ .. 4.�4�� +C �� 'ry �� ,.. � Page 4 �� Rou��! nciavra anci f ;seciates. !n� . �t'uJt � Et3�F i�+u:��i�nq:��:� t3e.-,cn. G�� 9: �-^ � 14? 292 ?�iCi cr��l �/?41 &4� �4b�5 �ax Prn�e��r f210 2 59-t;3 �:ttnr�;!1ni�Lt:Iluli;SlOri'r� u�: , i. , .��:�1 �•.4't:li��.� ,�?l�cl _f i',r\�r?''il 7-iSIiO-'++.4� 73�45 Tu01e 5 F�ressures �PSFi to 6e Resistad at Vari�ius VJind Speecis - Wind Cxnosure Category D, Kzt=',, I=i.O � --.. � i 4Viad Speed {3-sc�cond pust) . t5 -- --- 9U �OQ 110 1 20 t3G ':�U i6C -- --- Exposure U � D " p -- --� - D - - D - - U - L ` D� -�- . Adjustment Y„�, � �' 4 ? 9 S 24 ? 29 1 :7a 7 4G.7 _ .. �7 -- 54 2 r,9 6 H..it�ht r'O tactor. } 0-15 1 47 25.6 28.7 35.d A2.8 51 A 59.8 Ei9 4 79.7 102.3 2� � 1.55 2Z0 302 37 4 45.1 53 8 83 1 73 2 84.0 10', .s Z5 7 81 2E.0 31 4 �8.8 46.9 55.9 ti55 76.0 97.3 11Z.� 3C 1 66 28 9 12.4 40.Q 4$ 3 57,6 fi7.6 78.4 9Q�J 1 15 5 35 1. i 29.6 33.2 47 A 49.5 59.0 69.2 80 2 :�2. ; 7 I II 7 _ 4G f 1?4 30.3 33 0 4L�J 5tl.6 60.4 T 70.8 62 f 94 3 121 � 4� - � - r i�s 3�a sa� 42.9 si.a sra rza ato oss t2aa ��-- ;r� ' 1.8t Ji 5 353 436 52.7 628 737 85k =187 12ou 55 1.84 32.� 35.9 44.3 53 5 63.8 74.9 8H d £��3.7 128.1 �� i i . 4. . r J , .4 13 � 1tn' Kz= 143 44.5 49.9 81.a J45 88.7 iQ».! 12C.8 738.� 17��.1 'For heiciu > SQtt: Kz!<t, Kd=O 65 1=1 fJCp=f &';c;Cpi=0 it3, p=O.UO256'Kz'Kzl"Kd'V^2•P(GCptGCpi) � � � i.zLi�s ' Ihrough `i are taased on ASCC- 7-0.^ and c<,r:sistent v�ith th.� 20G7 f�orida f3uitdirc� Cecie Cresign VYind Loads. rquat;on t, ci ri0251;'K�'K„'I( q_ velaciry pressure at hc�gnt z K� , velocity pressure eXposure cr�effiaent evaluated at he�ght z K,, , topographic factor K,, , wind d�rechonaliTy IaGor V basic wind speed (�APH) I intportance facto� Equation 2, p=q _'i GC,_*GC�.J GC , pr�duc� of exfemal pressure ceeffic:t:nt and gust-effecf !actor GG�, , Rroduct of iniemal pressure roefflcient and gust-effed f�ctcr p dasign pressure (PSF} for cladtlinfl SubsUtufe y, into EquaBon 2, p=t`, 002��'%C'K„`K,`V Solwng for V, V= ip!(q 00256'K FC Table 6, CoefflcEents and Constants used in Determinin V, Baaic Wind S eed MPH 9•second uat K NeigM (ft) �Xp Q Exp C Exp D K�, IC i GC GC 0-15 0.7 0.85 1.03 h580 1 0.85 ^!. i .^_ . 1.4 O 20 0.7 D.9 1.08 1 0.65 1� 7.4 0.16 25 0,7 0.9A 1.12 1 0.85 1 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1 1 4 0.1 B 38 0.73 1.01 1.19 1 0.85 7 1.4 0.18 ��1\11�1 lI1fJ1 !/ 45 0.785 1}065 1 1 0.65 7 1.4 0,18 \��\\��\` `, GA ty / ��/� /i 50 0.81 1.09 127 1 0.85 1 1.4 0.18 �� , i� 55 0.8� t.11 1.29 t 0.85 1 14 D.18 '�� .r� 80 0.85 1.13 1,31 1 0.65 1 1.4 0,18 . �! 100 0.99 1.28 1.43 b>80 1 Q.65 1 1.8 0,18 � j 'k • (� = � "� ,: ' �� ; •�� '��`�� ..?�t,t�Fi�'�1.4;•' �" . a ,,, • ` � ' � ' � s, �� ` � V e��te�tinn� Page 5 � • Ro^�bj Or3awa ana Ass,�cates. In,� ,! 1 i i,1 t i t t, � 5P01 Wamer Aven:.= ts3"5 � _� � . �°'� + v �� , I Iuntmcton Boa�:h_ CA 97f S� ;- �J ; '� !4' 232-2EC2 eeli � - - , - . rrl�ir8ai-A�951at - �� ,k.�+} v -, Prn;ect RIU-2159-09 -_ ` �� "t �� `� � � . iy��.";�� 1 . l.�r: , la� 6i:��.i . .,.,, .5 Ir _ i C�dOi I. �:rr: A<<� :.e ._ . ° . . ,� �' 6 � E�.� � , -�,::i,�n� �.A �;%3�� - - �� P i} - �--=`_� � �-+1�O.c�'li---,,;� _ � �:� - r s -�}}� '�.t ' . p ^ � t . � v }.;' ��` -= ; i A " , �., � Table 7, Maximum Winti 5peed (MPH 3�secar�d guatj NardiePlank Lap Siding, ASCE 7A5 Mettiod 2 . �� `'� ' �;� A ?� . �' , � �, �_�� -�� - ' � �'/.. J � � �� * 4 \ �\ � � Basic Nlind Speed mph Cae�cients u3ed io Excei Calcu(6tle�h�h}ddY�Ia`t�7� l� ' (3-second gustt lBC�6 /RC�) K --^ �'� Prcduct f �: Fa.tener rarr;e Stuci Bwldin t'ru�.uc; � fh�ckr.ess �'�Jici;h F25te�^.^ ; � 9 Cvsgn Spac+�y He�ghF 6 C p Load � u�ches l��cnes} Type Sp2rng (,pa �-- 'V ( � (�r:ches� (teet) t+'sF exF a ex� c�a c K K, i cc c 0-S 5 135 122 111 d3.8 0; 0 85 1 03 h560 ? Q, 85 1 1 S 0' b i 2Q 135 119 � i09 43.8 0.7 0.9 'I Oe !; i;_35 1 14 !l't8 <"5 735 7?a '107 �13.3 0; 094 1ti ' 0.85 1 t4 018 J �� 5 1�4 1 05 33.@ 0% 09E itb 71Q8S 1 i4 C,tE shanb. X ��"` � � � � 0 2b2' HD Na��o� � ZX4 35 132 112 103 a3 e o 73 � o? i.i_- ��o 85 � i a p 7&� Fiar ',ith „t: � l"hrouyh �`uoor.W iG 40 129� i11 102 13.E J7E 104 12<^ i'085 { X � q.� ir,itg � _ ' i 1 J ;, 18 � � tap �dge ;;`: ; Fv d5 127 i�79 101 .i38 � 785 t p65 ! 14i� ( i 9afv Ciding piar:k I . 0 P,5 ' S 4 iJ 18 naii � SQ 125 1�8 fCQ a3.8 q 87 109 1?7 t i 0 85 ' 1 a 0.43 ! � 55 1Z4 107 99 �3.E 083 1,11 129 t 085 1�Iq 0.13 i i � i C�0 122 106 9J d3_8 O a5 1 13 1 31 ? I 0 85 1 1 4 0!9 f iGD 1�1 90 64 43& OP9 1.8 743 h>60 085 4 18 076 � 0-? 5 124 t t 2 ?02 38.8 07 0.85 1 03 h�0 ? 0 85 1 � 4 Q 18 J 20 124 169 100 36 8 0? 0 9 7 Q8 7 0_d5 'I 7 q 0 i8 , I a �. j � 25 124 107 98 38.8 0 7 0 94 1 12 7 j 0 85 i 1.4 � 19 ` � R.�m.i 30 124 105 96 36 8 0 7 a 98 1 16 ' v�5 ±' 4 G 18 ( I �� X Naue,^. �X4 � 35 121 1G.'. 95 35.6 073 1 Ot 7 19 �: nes t t q 0.^,8 D 222" HL� Hardir.piank� I 5/10 ( 6 25 "fhmugh wcod �l,' 16 40 715 1C1 9q 36 S D 76 i 04 t 22 1 O 65 t 1�1 OJ8 � X25":ong � galv Sidu?�j t.�'' ��Gg6 cf fir 4, 5 � 117 1 0� J 9 3 J5 & 0 785 1.C55 � 24_ � p.AS 1; q 0.1& � nar � P��r:k 5pTt5 99 9[ 36.8 J8i 109 ili ' Y 1.4 078 � 55 i 14 �JB 91 36.8 0 83 �1.11 129 't p.aE 1 i 4 0?a � i 6E1 112 97 96 3B.B 0.85 113 131 1 085 1 �4 0.18 iD0 93 82 77 368 0.99 126 '1.43 h>ti0 7 pg5 I?.S Uttl � 0-15 115 104 95 31 7 0 7 0 85 t03 �550 0 85 ? 1 4 0 f g ZU 1t5 101 92 3f7 07 09 '108 1 C85 7 14 0?8 0.693'. � 115 99 91 317 07 0.94 iJ2 1 0.85 1 1.d 0.58 sna^.k X �� 11S 97 89 3l.T 0 7 0 98 1 76 � o DS 'i 1 4 0 18 0 222" iiD Nailed 2XA 35 112 96 88 3t 7 0.73 1 01 1 i9 � c&5 � i 4 o t8 Ha�diePlank� 5(16 72S Thro�gh woedW- 16 qp �1p gq g7 ,?1.7 D76 1.04 t2z t C.aS 4 14 018 X 2.5° brg tc ad e ot E:r galv Siding P 9 45 108 93 86 3r 7 07e5 � oss i 2a5 � ca5 � �.4 o.t6 rad Piank 50 107 92 85 37J �87 1.OS �.27 1 0.85 7 tq 0.18 55 105 91 85 31.T 0.83 1.11 '1.2�3 1 O.BS 1 1.4 OJB 60 t 0+f 9Q 84 37 7 0 85 1.13 1.31 1 C.85 i 1.4 O i 8 lOp 86 76 72 31.7 0.$8 128 i,A3 h�GO � C8G 4 18 0?e 0-45 108 95 89 279 0 7 0.85 '1.03 h560 1 0,85 1? 4 0 18 20 108 95 87 2Z9 0] 0.9 1.08 1 0.85 � t.A 0.'18 0.093" 25 �� 93 85 2Z9 0.7 0.94 112 t 085 1 tA oa8 chank X Btintl 30 108 91 84 2Z8 07 098 1.16 1 085 1 1 q O.�B 0222"Hli Naiied 2X4 35 105 9Q 83 27.9 0.73 i3Ot �,18 �t 685 � 14 at8 Hard�ePiank�i 5(16 8.25 X 2.5" iong Through wood N! 16 q0 103 68 82 279 0,76 9 04 1 22 1 0 85 1 1 4 018 galv Siding rop edge of Fir q5 yp2 g7 81 27s 0785 t oB5 � zn5 7 0 86 t t a tl te nail p�� 50 100 86 80 27.9 OSi 109 127 1 ae6 1 tA 018 55 99 85 79 27.9 0 83 �, i t '1 29 7 0.85 7 1.4 0.18 60 98 B5 79 27.9 0.85 1.13 1.31 1 0.85 'I 1.4 0.18 100 81 72 67 2L9 0.99 1.28 1.43 h�60 1 0.85 S 1.8 O.SB 0-15 102 92 84 24.9 0.7 0.&5 1.03 h580 1 0.85 7 1.4 D.'IB 24 7Q2 9p 82 24.8 0.7 0.8 t08 t 0.85 �I 1.4 0.18 0. �.� 25 102 68 80 24.9 0.7 0.94 1.t2 1 0.85 1 1.4 0.18 shanic X B��nd � 102 86 79 24.9 07 O.BB 1.76 1 0.85 1 1.4 0.18 0 22T' HD Nailed 2X4 35 100 85 78 24.9 0.73 1.01 1.19 1 0.85 1 1.4 0.18 HardiePlank� 5/16 g 25 X 2.5" long Through wood 16 q0 g8 83 77 2q.9 0 �e t o4 t22 1 0 89 t �.4 0.18 galv 5ding top edge of Fir q5 gg gz 76 24.9 Q785 1.086 1 245 1 0.89 1 1.4 0.18 nad piank Sp 94 8} 75 24.9 0.81 1.09 1.27 1 0.85 1 7.4 0.18 ra5 93 81 75 24.9 O.B3 1,11 7 2B 1 0.65 1 1 4 0.18 60 92 80 74 T4.9 p.85 1,13 L31 1 0.85 1 14 018 100 76 68 64 24.9 0.88 1.28 1.43 h>80 1 0.85 1 7,8 0.18 0-16 B9 81 )4 f9.2 0.7 0.85 '1.03 h180 1 0.85 1 1.A 0.18 20 89 79 72 f9.2 07 0.9 1.08 '1 0.88 1 �.A 016 0.093" � 89 77 71 f9.2 07 O.B4 112 1 086 '1 1.4 0.�8 - shaMcX B �� d � � 75 69 fe2 07 O.sa � ie 1 O.e9 1 1.4 O.�e 0.222" HD Naifad 2X4 36 87 74 68 te.2 0.79 1.01 t.1B 1 0.85 t 1.4 0.78 HardiePlenk� 51i6 t2 X2.y'long Through woodW 16 �0 � 73 68 192 p.70 1.04 722 1 6.85 1 1.4 0.18 galv. $iding tdp atlge M Fir q$ g4 72 67 iP.2 0.786 1.085 1.246 1 0.85 f 1.4 0.18 � plank � 7 g6 t.2 0.97 t.68 1.�7 7 0,85 1 1.4 0.18 b6 82 �1 88 19.1 Q83 1.N 1.29 1 0.88 7 1.4 0.1B Bi 70 B6 #9.2 O.aq t.�s �.a� 1 o.es 1 �.4 o.1e 1� 67 59 56 /9.2 0.99 1.2E 1.43 h>BQ 1 0.85 1 1.8 p.16 Pege 6 .y. :I:� Oya,va anu 4sso�.ur,:rs. Ir•c. � , ' fl:i1 VJarner Avenuz #::?[� - �rC{ . - r i ,, i�;��.�.r��ron Beach �.�, �,_ ,.. _ _ , � , . �%ta:29i 26c�? cell ` y "9)84�459: _� '� r - �'o�r.��, F;lu'?1Sq_�. -- ` . , a. . � .�' � . d. -` t..� ` �. t`. I I.1'.ir.. i5�li.I;li:l t'. �r" '. 'S°i ' ` `4 ., . � ..r' '- �. L i��.Pr„ _ • i - .�_t �_. . '-�� _rv � 1- � i 5 - i r. X (3asic�."wlyd cpE^c: mpti '-.✓�,'� " .. � 1 �.3.�j � � s Coetfieients �sed ir, cxcei GalculatP�*it3 F.o,r Tab��7 G � .. •+�� . ( 3-se c nr�d auat� ' �lAf:�E,4 %:'2:;�- -- ---- H. ,..-.� Produci ��_ aUiu B�ilding Je.�gr�- - � _+_.__�-____.__I._. f'�o�lua Thickrass I''''�etfl Fastanar Faste:�a� � Frama Spacin� He�gM Fi � D toad � E � �inchesi (ir�ches) Typ2 Sp�t�ny iypp �;ncnes) ifeet) iNSf) Exp B Eap G GxP D � k K� , G�,� C� i � i � 0-15 1'.0 100 91 24.2 0.7 0.85 103 hsPO � i G85 t 14 0 I° i 2�7 1 10 97 39 19 2 0.7 O G 1 0E � t � 85 1 1 4 0 18 n � 3 " 25 1t0 95 87 222 0.7 0.9M1 112 { 1 0�5 1 1A 0,18 64nd 3Q 110 93 98 2? 2 0 l O�JS 1 IE ! I 0 85 t 1 4 Q 18 a�ank X -- r� -- -��-; - �� Nai�ed 'ZX4 35 iC8 92 E4 29.2 0?3 1.01 119 i 085 il ;�t Ot�l Har�ii�;P�EinM� `.;'1c 525 Z Throug!t v:o'vdW �• 40 1(Ni 30 93 27.2 078 t.C-0 122 r I_ . _ L"�` 1 74 0 �1 X 2 5" long fop ad�� ot 'r�r 45 704 89 63 9.� G 785 1 Cs5 ? 245 I'� 0.85 1 1 a o ir� nalv Siding � 31 PIGr•K � � SO 102 7d _� 82 2�.2 � G 91 1 C9 7 27 C C.�cS' i?�+ G i& � i i 55 101 t37 81 292 OB3 171 124 CGa�� 1-t Oie: 60 100 87 81 292 OB5 113 131 Ob5 1 14 O IE;' I I 1W &3 73 6g 2g? U�9 125 143 h >s'o � oas 1 1 R 0 ,+E � 0-15 401 92 63 2a 5 0 7 0 s5 7 o.s rr.-F�� :; e5 ��a o; n - -- I 2Q_ 101 89 81 245 07 i�9 tOP, ___ ,Ig$ '; �q 07�3 25 101 87 80 2d 5 0 7 U 94 1 17 ! i) t.5 t. 1 4 0 1 B i � G 93" 64r�1 3Q 107 85 � 78 24 5 0 7 0 9E4 1^G 1 0 8S `:; 0 ta � sh2�k k NadeQ <X4 35 99 �4 Y 7 :4 5 G?3 t C 1 1 iS f ^u n5 i! 1 4 0 13a { J 222" Htl Huroiet'�anhC� F,"15 ! h 25 7hrou �� wood Ni ._ 4p 97 83 �6 z4 5 q 7ti i::a 1 22 1 D r75 i� t 4 0 18 � X 7 F� long c ed: e ct Fir ` - � naiv. Sidir�g � p � ` U` � � 8 2 7 6 1 4 5 G'' 8 5 1 G� 5 i- 2 4 5 0 8 5 `: 1 q 0 1 8 i ra:l p:ar" � `'Q `�� 8t 75 2-0 5 0.81 7 09 1 27 ; 0 85 7 t A D. tB , 55 93 BO 74 :d5 0.63 1"1 1 29 � 0.85 I i A a.i8; I 60 93 7S 7d 2+7.5 085 1 13 137 � 085 i t d 018' i ?00 76 67 63 245 099 1 26 1 43 h.>&Q ; 0.85 1�`� OJ8 C-15 94 85 77 2?2 0.7 0 85 1 03 h5E] i 0 E5 1 � G Cl 18 20 9a 83 75 21.2 07 0.9 108 t 065 7 t.A 078 � 25 �A 81 74 21.2 07 0�3A it2 7 0,85 1?4 016 � 0 093" � c_nank i; �lin� 30 94 '9 73 2l-? 0-; 0 98 7;�. �&5 : d 0 18 � Nailad 2XG 35 52 78 72 Yt' ' 033 101 t i5 q85 1' 14 � iE HarGiePiank�' 5/1u 725 �Z22 H� Throu n v;oodW 5?4 X 25" (ong 9 `� � 77 71 21.2 076 1 04 1 22 6 85 1 1 4 G 78 ' 9alv SiGiny te �adgeof Fv q5 85 7E 70 2/2 0.785 tir85 1.z45 � 0.85 t. t A 0 ia 3 50 II7 70 272 0.81 1 C9 t 27 � 4.85 1 i R 0. tfl rail � `` - - SS 86 74 69 27.2 0.83 1 St 1.28 085 7 I 4 0 t8 60 85 74 69 212 0.85 � 19 1 37 1 oe5 t i.a o.ta 100 70 62 59 2t_z a 99 7 20 1 A3 t��50 1 065 1 1 9 q 79 i � 0-05 &9 80 ?2 t8 6 0 7 0 85 1 a3 tr"5(7 + 0 t75 t 1 d 0":8 ( f 20 88 78 71 78.6 0) 6 9 � 08 1 Q&5 1 1 6 0 9� ,� � 25 8$ 76 69 f8.b 07 O.�J4 '112 1 Q85 1 1.A 03@ f ( sha k�X � d��ru � 30 8b 74 68 78.6 Q 7 0.9E i 1Fi I 1 0 85 ! 1 s 0 18 0222" HD � NBiletl 2X4 35 86 73 67 18.6 0.73 1.01 1 19 ' 1 0.85 1 t.q U 18 HardiePlankl�� 5/15 9 25 7hrough �wood W 24 q0 84 72 67 TB.6 0.76 1 04 1 22 1 0.85 1 1 4 0 iB X 2 5" lang 4 . � top edga of ir 45 83 7? 6G T8.6 O.I25 1.065 1 2d5 !' 0 65 1'i d D 18 � galv Sidinp G i r�p A2 70 G5 t8.8 0.81 1 09 127 ! i 0.85 1 1 4 0 78 r.ail f i 55 81 70 65 78.6 0.83 1.11 129 � 1 0.85 1'( 4 0.18 i 60 80 69 64 18 6 0.85 1 13 1.31 1 0.85 9 1 d D 18 t00 66 59 55 f86 �.99 1.26 1.43 h>60 1 0.85 t 1.8 0.18 0-i6 192 17*i 158 88.4 �.7 0.85 1.03 hs60 1 0.85 1 1.4 0.18 20 192 168 154 BHA 03 0.9 1.08 1 0.85 1 1 A 0.18 25` iaz ies �s2 ee.a o.r o.sa i±z i o e5 � y a o �a No. 11 ga. B��nd 30 182 162 149 884 07 0.98 1 �e i �B5 1 t 4 O.ie i 3�q„ Nailed 2X4 35 198 i60 t47 98.a 0.73 t.at t 1B 1 08fi i t.a o.ts HerdiePlank� 5/76 5.25 Galv Through wood 16 q0 184 167 145 88.4 0.�6 1.(M 122 � 085 1 1A O.tB RooTingnaii topedgeof Hem-Fir q5 �g1 1�5 �q4 88.a 0.788 tOBB t245 � 085 1 tA 0.19 plenrt 50 178 154 142 88.4 0.81 1.09 127 t q85 1 �A �.18 55 176 152 147 88.4 0.83 1.11 1.29 1 0.08 1 1.4 0.18 80 174 151 140 88.4 O.BS 1.13 1.31 1 0.85 1 1.A 0.18 100 144 728 120 88.q 0.99 128 1.43 h>60 1 0.85 1 1.8 6.18 0-15 176 159 146 74.3 0.7 0.85 1.03 h580 1 � 85 1 S.4 0.78 20 176 155 141 74.3 0.7 0.9 1.08 1 q.85 1 7.4 0.18 28 116 152 139 74.3 0.7 0.94 tJ2 1 0.83 t�.4 o.t8 No. 11 ga. Bpnd 30 176 148 136 74.3 0.7 0.98 1.�8 7 4.HB 7 5.4 0.18 �� Neiled 2X4 35 172 146 135 74.3 O.T3 i.01 1.19 1 D,85 1 t.4 0.78 HarcliePlank� 5/16 6.25 Ga � Through wpod t� qp �8p 144 133 7�.3 0.78 1,04 LYZ 1 0.85 1 1.4 0.18 Rooflng nall top edpe of Nem-Fir q5 I66 142 132 T4.3 0785 7_O85 1215 1 0.95 1 1.4 0.78 plank 50 183 141 130 7�.3 0.81 1.08 1.27 1 0.85 1 1.� ti.7B 55 f81 1d0 128 74.3 0.83 1.11 729 1 0.86 1 1.� 0.18 80 1$9 138 128 TI.3 0.88 1.13 t.S1 1 086 1 1.4 b.18 10� 132 117 110 7I.3 0.98 1.28 1.43 h�60 1 0.65 1 1.B 0.18 Pege 7 - ._ ._��._.�._...w....a_..._..»�..........,....,. .m_._ ._. .,..._ .�..... �•........,n...�.,�.,�......�.�.+ �......��.,_ _ �ti �, itt±% �\�� _ _ � ��ji�� P,on�id Ogav;; ana P.ssoc:atss !or 3 . + .• ` s'�� i t ,� ;9�J? Warner r,vc�n;;F #3'n ,�, , �: . c� � _ Hunhng,on8o2c:h CA 52G1�; ` � _ ' t '. ., � - t4` 2��.. °ri� .ell � � - - '�+),{� . , _ • �t, � !'4; 84'�4`90 i3x ' '= ' s _ ' - ' F�o�ert RIO-�15!?_;g �- ��, _ - - _ �'- � � o' S�1 a ,Jl�, t� j�;� � � -.: . �„r „� i i, � f'n . .. i . � , ' ' � -_ �. , i,: f �,�: Ft�i° :�..e � �'' °_ _ . °'�' - , r;: �a .!� �a<�.'.: � _, L . , , , �"�` 1 . * � - ` st �� t �i rf0!'-:i4; ,':'4" l � -- � �¢ ; ` ' a ; i.' ��. ,. �- "�,,'! ,� � t q � , �{j�" F� ,- -:� _ t � i 3asic t Spectl mph ,3 �` � ��; �;� �� 7 � ' Coefficients u�ed in ExClV¢pIY��tidn3 �4 �Tylt�i , (3-secord �7i;stj r � s S ! 1 . . � t8G^s& ;RCS'� ;4 - -�"`-- Urcd�ct Stud 8uildir.�g '4ss;4n �- - - I - f'roduct i'hichn2ss VJrdth fast�ner ( Rame 5pacing Hei9M B C G toad � i (inches) ('nches� Type S�3GIllg Type inCheS feel PSF � ) � 1 f ) Ezp F3 Er.p : Evp D {C� K� f GC�. GC � i � 0-i5 763 148 134 Er o o_� e as i os + i c.a5 �� a u rs 20 1S3 iq4 131 64 J Q? 09 108 1 G85 t i a 0 i8 { 25 163 141 129 6d 0 0.7 0,9a 7 12 1 c a5 1 1 4 D �& � � No �iga �lird 30 163 139 127 6J0 0.7 09° 11E �OgS 'i ^q n�g � � " � ha��'=� =�'� 35 160 135 "25 0"3 0 D�3 1 A' 1,19 1 v 85 ' 1 1 �;6 F..i�d�, ` ;;15 � � � � Thruuyh �.voCtl ",5 nA 1�7 13d 1 4 6� �2' (� G85 7 14 0?8 ( `� Galv. i 2 i C 0.76 t ae Roofing rzad �op ed�e of hle.m-Fir 45 154 132 122 54.G 0.786 1 465 1 2q5 I�! ; 0 ES t i A 0 16 p[ank 50 152 131 �31 5.1.p 08i 109 127 1 085 1 1�1 Oi& f 55 1�0 130 120 6�3 0 0 83 t 11 12E �. C t3b 9 i G p? g 60 148 12B 119 ba0 085 113 13t �'G8� i iC 0?d 100 123 108 1Q2 &7.0 0.9� 1?6 1 43 h>80 1 C 85 1 1 9 9 18 0-15 153 139 726 563 07 Oes ta3 n<60 i Uas i i4 O18 20 153 135 123 56..7 0 7 Q9 7 08 ;+ 0 g5 5? 0 t8 i < 153 132 1 t21 56.3 0-i 0.9d 7 72 �'i �i 95 t 1 4 0?8 Na 71 ga ( �Ifnd 30 t53 129 119 56.3 07 09d 7 78 ' i C 85 1 1 4 0�8 1-314' NaileQ 2X6 35 1$U 127 i17 5f3 073 107 719 i G85 i 1.7 Ot8 �s.: � `./^6 ; d2`_ 7h�ouGn wned 16 � 40 14i 12� 7'I6 56-J 076 104 122 G95 ; 7.s 0,�7 GaP� ' I Roofin nail lcv actye u! He;r,-Fir i 45 14A 124 115 5E3 0785 7 cie�5 1 246 = 9 C.85 1 t 4 0;6 piank 50 1-02 �23 114 SG 7 0.81 1 O�f � 27 G.85 1� A 0 t8 ' 55 140 121 113 5fi3 0.83 7 ii 125 �� O85 ?�•1 0i8 60 139 120 112 563 9.85 113 73; ^ pgg t �q o�a 100 115 102 96 563 0_99 128 143 h=6C i G-85 1 7 d 0.':8 0-15 144 131 1 19 50 2 0 7 0 85 1 03 hs60 1 0 d5 1 1 4 0 t8 20 1A4 12� 116 502 07 69 108 1 G85 1 14 618 25 144 125 114 5Ci7 G7 4.84 � 7M ? v".85 7 14 O lti yo 1 ,�� i3lintl 30 144 122 N2 5UI G7 098 7J6 7 0.85 1 14 0tA 1-3/4" Nailed 2X4 35 141 120 111 502 0.73 1 Ot 1-19 1 C_85 1 1 4 0 tg H3rdieR!ankQY 5/16 325 Thrvugh wood t6 4Q 939 118 t09 50,2 0.76 1,04 122 7 C.85 1 14 O18 G �� y to ed e of Hem-Fir Roofing rail � � 45 �� 117 148 50-2 0.785 1.�85 1.2d5 1 0 85 t 7 4 0 18 � piar;k 50 134 116 f07 502 081 1.09 177 1 Q.85 7 1 4 0 a8 55 133 715 itlB 502 o.e3 �.tt � 29 t 085 i t p o te 60 131 114 106 50 2 0.85 1.13 1.31 1 0 85 1 1 4 0'I S 100 108 E6 90 502 0.99 1,26 1.-03 h>60 1 085 3 19 018 1 0-15 127 115 105 38 T 0.7 0.85 1,03 h<_n� 485 - 1 1 4 0 tE ZO 127 112 102 38 T 0 7 0 9 1 03 � 0 85 1 7 4 4?� 25 127 109 ':00 38.7 OJ 0.84 1.12 'I 0 85 1 1 d p 18 � No i i ga 61ind 30 127 707 98 38 7 0 7 0 9B i 18 � 0 85 � 1 4 0 �8 1-3l4" ��iled 2X4 35 124 1�8 g7 38.7 0.73 101 118 1 085 1 14 0�8 HarttiePlank� 5116 I ?2 Through Wond 16 40 122 104 90 38 7 078 i 04 1 22 1 085 7 1.n 4?e , � top edge of Mem�Fir Roofing nail 4S 120 103 95 38 7 0.785 1 o65 1245 1 0 BS 1 1 4 0.18 plank $p ��g �p2 94 387 O81 109 �27 1 pB5 1 1.d O.iB 55 U6 tOt 93 3E7 083 1.it t.26 7 O.AS i t.4 ote 60 115 100 93 38.7 tl 85 1,13 1.31 i O BS 1 1.4 0.18 _ 100 95 84 79 38.7 0.99 1.28 1.43 h�60 � O.dB 1 1,8 018 0•15 757 142 129 59,0 oJ o.95 1 03 hs6o t o.a5 � � q p_�g ZO 157 �39 126 59.0 0.7 0.9 t,�d 1 0.85 t 1.4 0 1e 25 157 735 124 SB.O 0.7 0.84 tt2 1 0.88 1 14 0�8 No. 11 ga. �� 157 132 122 59.0 0.7 0.88 �.18 1 0.85 1 i,d 018 1�3/4" Neiled 2X4 35 153 13p 120 99.0 0.73 1.01 1.79 � O.BS 1 1 A 0.19 HardiePlank� 5/16 5.25 � Through wood 24 qp 150 128 119 94,0 0.78 �,04 112 1 p.g5 1 7.q 018 Rooflng rtail top edge of Hem-Pir q5 148 127 117 59.b 0.785 �,065 1.245 1 0.95 1 �,a O. te p�ank 50 145 125 11s S'9,o 0.91 1.os 1,y7 1 o.a5 1 i.q o te 55 144 124 115 59.0 0.83 1.11 7.29 1 0.85 1 t.d 018 60 142 123 114 59 0 0_85 1 13 1 31 7 0.85 1 1 4 0 18 100 118 704 98 SB.O 0.99 126 1.43 h>60 'I O 86 1 7 8 O.1B 0-15 143 130 118 49.5 0.7 0.85 1.03 hS80 '1 085 1 1_a O ta 20 143 127 115 48.5 0.7 0,9 1.08 1 0,85 1 1,4 018 25 143 124 113 48.5 OJ 0.94 1.12 1 6.85 1 1.4 0'18 No. 11 pa. B�ind 30 T43 12t 111 196 0.7 Q,gB 1,18 1 0.85 1 1.4 O te �� Natled 2X4 35 140 119 110 I8.6 0.73 1.01 1.1B 1 0.85 1 1.4 0.18 HardiePlanic� 5716 6,25 fihrough wood 24 4p 138 11g tOg I8.5 0.78 1.04 L22 1 p.a5 � t.a O.te Galv. to ed e oP Nem-Fir Rooftng nail P B 45 135 118 108 48.5 Q.785 7.F166 1.245 1 0.85 � 1.4 0-t8 plank 6p t33 US 108 �i.b 0.81 1.09 1.27 7 tl.e5 1 Ld 0.18 55 i32 114 td8 49.5 0,83 1.11 1.29 1 0.85 1 1.4 0.78 80 f�0 113 105 t8.5 0.8fi 1.13 1.31 1 D.85 1 t.d O.tB 700 108 96 9p 49.5 0:99 1.28 1.43 h>6� 1 0.85 1 1.8 0.18 Page 8 Rnnzld Oya�va and Asscciate� Pv� • ,,� . `;':0': bV�,�n�sr AYerue :1?�F - ':li.^I:nG�cn ;eflc'r, !'4 9J.�-9 -� , �� _�. �>,:_,._. - -' .. :S.i� 455{ia• - ;�.�„ -. ,. �2lli"�:�J-��. . � � :ti. _ - _� ' - _ y _ . ' .d J., � P: i .;,�.. � R. '� .i.: � i i P�.� � a ._ n... � ; , ..'3 - � :� ' �, , � .,. r- - . , 6asic YVind S eed m-�i�� ,� � `-+ �\� '-�� `+ ~� � (3.saCC^d gllS;; ��eff�cients useu in �'sce! Ca�cu)�tQ��j,�7i� !e ;, � -�� ,��}q 3 '"� fBC�31RCS - ----- -- - , - -;,�� } �� y � . � ^�' ,�� . . Produr.t Stud 8uiidiny LSVS�qrt " - _ _" ' � _ j -� �� 1 I� �' ' ' - i ?, f�:ndurt y��rnh i-astener �astaner F�ame E € � , ThicF.�E:ss tipacing HeEg.it 6 C � D �_oad ;i�:ch�s) (�ncha9i 1'ype Spacing Type iinches) (tsel iYS�I ErpB FrpC Erpl) i�_, K� i i � 0-15 133 121 1;0 a21 0; Ca5 �03 n�a i nes i 1a oi� i 20 133 i17 1"v7 d77 07 v.2 t4d i i �^85 ?' ia U i8 ' 25 133 115 105 �r27 I 07 0=sf ? i2 ` ;� oe5 7t+�u Ib � t36nq � 30 133 113 9D3 427 i o7 uP3 1 a8 � t� eF t� t 0 I& ^tu I1 93 Naiied �X4 ( 35 13Q 111 107. •7.'..7 G.73 1 Gi 1 19 '�'J t5 i 1 A U iH Hard;eP'a Ic�e' � .d1n � _ � � 1 � 3tq , � - _. � !-- n" � - I Il�rcugh K�ood j 40 128 109 10� a27 0 7G ! Oa i 2� i �� e5 i t n o r8 { top edgs oi Hem.P:r; 45 725 10S ; iC0 d2J c.785 � us5 �a5 I rr �5 �i t 4 0. iR :rc5r:g ra;i - - - -� I - cdanr � 12C 107 � 99 42 � � 0¢1 ; C�g �;�� G 25 t i 1 q o;<; 55 122 IOFi 58 27Ttl83 ' 1_�� 1 4&5 1 � G � 50 121 105 97 42.7 U85 �13 t's�1 I OE51 ta oi9 100 100 99 83 4: 7 0 B9 3 29 'I.43 h>60 1 0 85 1 t$ 0,1 d I 0-15 125 113 103 37 5 0 7 0 85 1 03 ns ,u 1 0 95 1 1 d b i'i ' i 20 125 1� 0 101 3'; 5 C� J� 1 CR � � 6 65 1 1 d 'J 13 V i 25 725 708 B9 37.5 0.7 ,^, Sa } t2 7 G 85 1 t 4 G �5 � EE �� _ 11 91snd � ?D 125 705 57 3�.5 07 059 t�6 1 Cd5 7 IA Ctt, i � `'" Nadeti 2XA 35 422 tp�i 96 375 0;3 ? G7 ? 79 1 QP.S 1 7 4 J 1& 1 3i4' H,,,d;AUlank�r� I 'Ji�S N.�S Thrnuc�h wcod 2�1 40 42a 102 95 375 070 ?Oa 122 I 085 7 tA O1B Ga!v - - i`?cefinp i�aii �O� edye o! Hen:-F.r 45 118 101 9A 375 OJBS ! ihi5 7 245 _� O.flS 7� a G td � i P��%� 5Q il6 100 93 375 O61 109 ':27, 085 1 L�S U19 � 55 115 99 92 375 08� ', u �? 29 ; !-- ^�5 i t t.-� �: 13 6� 113 58 91 375 G85 113 131 r 7 0_BS�1 14 G1a � 100 94 83 7F! J' S 0-99 1 7f 7 43 Fv&0 I G 8$ 1 1 9 0_ 13 0-15 118 107 9� 33.5 O.i 0,85 1,Q3 hsBC 1 0.85 7 t.J O.td 20 118 t0A 95 �335 0 7 Q 9 i C8 1 G ft5 1 1.4 0.13 25 11 B 102 93 3J.5 0 7 C 94 1 12 I 6&S 1 1 4 0.'15 � ty,, i t � 2 pLnd 30 118 100 92 33.5 0.7 p q8 t/8 1 0.85 ' i 1.4 0.18 13f4" Na�latl 2X9 35 175 98 90 33.5 0.73 1.Q1 1.99 t D.85 ] 1.�i 0.19 HardiePlank�� Sit6 9?5 Ga �� Through wnod Zd 40 113 97 89 33.5 0.78 104 1.22 1 0.85 t 74 0.18 Roofing naii top edge of Ham-Fit 45 111 96 88 33.5 0.785 i.065 t 2A5 i 0.85 1 1.4 0 18 plank � 5p 110 9A 68 335 081 � 09 1 27 1 0.85 1 7.4 0 76 55 108 94 67 33.5 0 63 1 i t 1 29 1 0.85 1 1.4 0.18 i � 64 107 83 66 33.5 0.85 1.13 1.31 7 0.85 1 1.4 0,78 � 100 89 79 74 33.5 0.88 1.28 1.43 h>80 1 0.65 t 1.8 0,18 0-15 104 94 65 25.8 p.7 0,85 1.03 t�GO 'I 0 85 1 1 4 0 7B 20 104 91 83 25.8 0.7 04 t�8 9 0,85 7 1 M1 D �e ! 25 104 89 82 25.8 OJ 0.9A 112 1 0.85 1 14 018 8��nd 30 104 87 80 25.8 0.7 0.98 1.16 � 0.85 1 7-4 018 y�� Netled 2R4 35 701 86 79 25 B � 73 1 01 1.19 1 0.85 1 1 4 0_18 Hard�aPiankffi ,5;16 t2 � 3/4 Through wood 24 40 89 85 78 258 076 1.04 �.22 � �.85 1 t4 018 �°�� top etlge of Hem-Fir q5 98 Bq 78 25.8 0.765 1.065 1.245 t 0.85 1 1,4 U.18 Roofing nail Plank 50 98 83 77 25.8 0.81 1.09 127 1 0.85 1 1.4 0.18 55 95 82 76 25.8 0.83 1.11 129 1 �.85 1 1.-0 0.'18 � 60 94 81 76 25,8 p.e5 1.13 t.31 1 0.85 1 1 A O.ie tIX} 78 69 85 25.9 0.99 1.28 i.43 fi>80 1 O.B5 i 1,8 0.1B 0-iS 254 230 209 t!N`•7 �.7 0.85 1.09 hs60 1 0.85 1 1.4 0.18 2f1 25iF 224 244 l55,i� 07 0.9 1.08 7 0.06 1 1.4 0.18 25 Z$A 219 201 155.J OJ 0.94 1,12 1 0.85 1 1.4 0,18 8d ring 3p 254 215 197 155.i 0.7 0.98 1 16 / 0.85 1 9.4 D.1B Face shankbOx ryailed 2X4 3,y 249 211 t95 i55.t 0.73 1.Qt t.ts 1 0.85 1 1.4 O.tB nail, 0.113" wood HardiePlanlc� 5t16 525 Through 15 40 244 208 192 TSfi.t 0.7� 1.64 1.22 1 0.85 1 te O.te shank X P �� k Doug-Fir �r 240 Zpg 190 156. f 0.783 1.Utl5 1 245 t 0.85 '1 1.4 tl t8 0260" HD ovarlap LarCh � 2� 203 188 155.1 0.91 '1.08 �.27 1 0 e6 1 1.4 0.18 X 2 375" L 56 233 2D2 187 155.f 0.83 7.11 129 1 O.HS 1 14 0.18 60 230 200 186 155.1 0.85 113 1_31 1 0.85 1 1.4 0,18 f00 19t 189 159 f35.1 0.99 1.28 1.43 h�80 1 0.65 1 1.8 D 18 Q-16 233 211 192 i30.2 0.7 0.65 1.03 hs60 1 0.85 1 1.4 0.18 20 233 20$ 187 130.2 0.7 0.9 1.08 1 0.85 t 1.4 o.te 25 233 P01 19A iJ0.2 0.7 D.86 1.12 1 0.8b i 1.4 0,18 Bd ring Face 30 233 197 181 170.2 0,7 D.98 1.18 1 0.86 1 1.4 0.18 shank Cox Nailed 2x4 35 228 194 178 f9fR2 0.79 1.61 1.19 7 0.85 1 1.4 0.18 nail, 0.113" wood NardiePlanlc� 5116 6.25 shank X �� Fir 16 4q 223 181 176 -/JO.4 0.7 1.d/ 1.22 1 q.85 1 tA �J8 0.260" MD Wank �� 46 220 1 174 G. 1.OB$ 1.2�6 1 0.86 1 1.4 0.18 X 2 375" L overlaP 3Q 216 488 1T3 .. 50.2 O.dt 1.46 1.27 1 q.65 �1 1,4 0.18 2 4 71 /JO�T.' 0• 1.it 1.28 1 O.BS' t 1.4 .1, 2t1 1 }�p.g 'p.p$ 1.13 1.91 1 0.85 1 1.4 0.18 1 176 i t t30:3' A. t.2Q 1.43 ha80 1 0.&5 't 1.8 0.18 Page 9 � � , l l - �l\�' y'1 � i/' • [ 20^.ai'1 (�33N:2 8tld ACjOCIBIPS �1"1. ^_ r • �y01 UVarnerAv<�nue p3i6 _ f � T � j +--1/""a N�,��tin�;tcn Beacn CA 92�qc - �' � -.�"� , • • -',�fT , , '�y , 292-;i3('2rel; '�� - � `.d� r, ta� 847-.>59S �a;. �- �� ' �' ° � 'r �l a 'r'ro7act RIO-2t�9-Gy !sri -_ - ';`'' � . � � �� = � ` � . �•' _ 1n�nE5 Hdrdie E��.�Iri�nr� Prorl.urts .Ini - �'. `� ,: � ._ � � ' �'' ' i!;J�i cJ�n P.v_ruc � ;'Tl ' -� -� ! � r CA 92.',J' � C,1 � � / � + � - `" ;'� ' , -�sU;?-9-12-T343 S3 "�. •; ♦�. ��'<= - �- �;'�, �t� �'�` � � f �; f ... .. �� .tiLL r : . � �.� :, \ Bdsic Wnd Speed mph �'//�� . l 1� �� -�' (3-second gustj Coefficients usad in Excel Gd{6y��t�q�� i ± , ��7{1 g � ! IBG�E lPCJ --- -- � K. ---� .�'� � Pruduct Stud Bwid'aro Design ' � Product Thickness �Ndlh Fastenet Faslen�r Frarne � (inches� Type Spadng iype Spanng Height 8 C U Load i (��e`) (inches) k�l) 'PS�i Exp B Exp C Exp D K„ K� i GC GC�.. 0-15 21E 196 178 1123 0] 0.85 'I 03 h•b0 1 C 85 1 1.4 p 1g 20 276 190 174 112.3 0.7 p9 '108 1 085 1 1.4 0.18 8d rina Z5 216 186 7 71 112.3 D 7 0 9-0 1 12 1 0 85 1 1 4 0.18 shank oox F , Xq 30 276 183 158 712 3 0 7 0 98 � 18 1 0 85 1 1.4 0.18 k 5/16 725 nad. 0 113,. Na�lad Vy 35 212 1n0 156 712J 0 73 7 01 7 18 1 J&5 1 1 4 0.1q shar,kx fhlankh Doug-Fir �b �70 20' 177 in4 n23 o7s tOa !22 1;95 1 14 0.18 N 45 204 '175 ?62 II23 0.785 1,065 1245 7 UA5 1 1d Q.18 0 760" HD Larch k 2 3%5" L nvgrlap Sp 201 173 160 172; 0.87 1 09 1 2� I C 85 1 1 A 0 16 55 19C 172 159 1 I? 3 0.83 1 7 7 1 29 1 Q.85 1 1 4 0 18 60 196 170 158 172,3 0.85 113 1.'s? 1 G,85 1 1,4 018 100 1&2 144 735 1123 099 126 7 q3 h>fi0 1 6,85 1 1 8 018 �-15 202 184 157 98J 0] 0.85 1 03 n<_e0 1 J �5 1 LA G 18 20 202 1i9 163 99.7 07 0.� 108 1 p.85 1 1.J Cifi 8c! ring 25 202 175 160 98J DJ 0.94 1.12 1 0 85 1 1.9 G.19 �hank bo.< Blind `Xa 30 202 171 757 g8J 0.7 0.98 1.18 7 0.85 1'I 4 0 18 Na�led ` � d 35 198 169 755 98.7 Q.73 1.0'I 11y 1 ,,85 � 74 O.tB H2MiAP13f�kL� 5/16 g�g na1t, O. t f 3" 'I'hroU h 7F; 9 40 19ti 166 153 98.7 07E 1.0d 1 22 � 0,65 1 1.A G 1b shank X Dcug-Fv top edge of A5 191 16a iS2 9aJ o785 t065 s 2a5 1 085 � 1 A 0 i8 0.260" HU ��h X. 2 3��5' L Glank 50 188 162 150 98 7 0-Oi t o9 � 27 1 o gs 1 1 q 6 18 _ 55 186 181 149 98 7 0.83 1 � i i 29 1 �J 85 1 1 4 C.18 60 i64 159 148 987 0.85 173 1's1 1 OES 1 14 0.18 100 152 135 127 98.7 099 126 f.43 h>60 1 pd5 1 18 0.78 0-15 791 174 158 88.0 0.7 0.85 1,03 t��60 '1 0.85 1 1.4 p.18 20 191 169 154 88 0 0.7 0.9 1 08 1 0.85 1 � 4 0.18 8d nng ZS 191 165 151 as o r,_7 0 94 t 12 1 0 85 1 1 a 6 18 shank box B �� d �Xa � 791 162 149 88.0 q.7 0 98 7 18 'I 0 85 1 1 4 0.78 nai1.0_113" Naded 35 t87 155 147 880 0.73 1o7 t.t9 1 0.85 7 1,4 4t8 PlarqiaPlankQ� 5/�6 925 Through W � 16 40 t64 157 id5 88.0 OJ6 1.04 122 1 0.85 1 1.4 6.18 shank X �o od e oi Doug-Fir 0.26o" Hp F g Larch 45 t8� 155 143 86.0 0.785 1.085 1,245 1 0.85 1 1.4 0.18 X 2 375" L Plank 50 178 153 142 88.0 6.81 1.09 1 2% 1 0 85 1 1.4 0.18 5S 176 152 141 aa.o o ea � i i � 2s � o es i i n o ia 60 174 151 140 88.0 0 8& 7.13 1 31 1 0 95 'I � 4 0.18 100 744 127 120 B8.0 0.99 126 1 q3 h>80 1 0 85 1 1 8 0.18 0.75 168 152 138 67.8 0] 085 t 03 h566 1 0.85 1 1.4 G 18 ZO 168 148 135 67 8 � 7 0.9 7 �8 1 0 85 1 1.A 0 18 8d ring 25 168 145 133 67.8 0.7 O.J4 1 12 1 C.85 1 1.4 0 7& shank box g �� d zxq 30 168 142 130 87.8 0.7 0.98 7 78 t 0.85 1 1.4 o 18 nad.0U3" �ailed 35 184 140 12g 67.8 0.73 1.01 719 1 085 1 t.a 018 H+�rdiePlank�J 5l16 12 Throu h WO°d shank X g Doug-Fir 16 40 161 138 127 87.8 076 7.04 1.22 1 0.85 i 1.a 0 18 0.260" HD top edge o( Larch Q� t59 136 126 678 0.785 1.065 7.245 1 0.85 1 1.q 0,78 X 2375" L Plank 50 156 135 125 87.8 0.8� L09 1 27, 1 0.85 1 1.4 0.18 55 554 133 124 678 0.83 111 129 1 0.85 1 14 0.18 60 152 132 123 678 0.85 1.13 1.3f 1 0.86 1 1.A U.18 iDD 126 112 105 67 B 0.99 1 28 7 43 N60 1 � 85 'I 'I 8 0 1 B 0-1$ 207 188 171 f034 OJ 0.95 7 03 h560 1 0.86 7 t.a 0 78 20 207 183 157 103 4 OJ 0.9 1.08 1 0.85 1 1.4 Q 18 � r �� g 25 207 179 164 703.4 0.7 0.94 7 12 1 0.85 1 1,4 0 18 shenkbox Fa � 2xq � 2�7 175 161 103.4 07 0.98 1.18 1 0.85 7 1,4 076 nail, 0.113" Nailed W � 35 203 173 159 iO3.A 0.73 1.0� i.19 1 0.85 1 1.a 6 78 HardiePlank� 5/18 525 Through 24 qp 199 170 157 1Q94 0.78 1.04 122 7 0.85 � 1.4 018 shank X p�ank Doug-Fir 0.260" HD Larch 45 �96 168 155 t03.4 0.785 7.065 1.245 1 0.85 1 1.4 0.18 X 2.375" l overiap 5p 193 166 154 103.4 0.61 t09 1.27 7 0.85 � 1.4 0.18 55 19D 185 153 103.4 0.83 i.ti 129 1 0.85 1 1.4 0.18 60 188 163 151 iO3,4 0.&5 1.13 1.3'1 � 0.85 1 1.4 0.18 100 15t3 138 130 1034 0 99 7 28 1 43 N60 t 0 85 1 1 8 0 18 0-15 190 172 157 B6.B 07 �,BS 1.03 h560 1 0.85 7 1.4 018 � 190 168 153 8G8 OJ 0.9 1.08 1 0.85 1 1,4 018 &lring 25 190 164 i5D 86.8 0.7 0.94 t.t2 1 0.65 1 1,q 0.78 shdnkbOx Fa � 2X4 � �� 161 146 88.8 �7 098 116 7 085 1 1.4 0.�8 �ail, 0.1 t3" Neilatl 35 186 158 146 86.8 0.73 1.01 1 18 1 0 B5 1 1.4 0.18 NardiePlank� 5/18 615 �gnkX Through �ugFir 24 '� �ez 1°,�6 �44 eB.e 0.78 1.04 1.22 1 085 1 t.4 0.76 0.260" HD Plank la � q5 179 16A 142 88.8 Q785 1.085 1246 1 0 96 1 t.A 0.18 X 2.375" L °Verlap 50 177 152 '! 41 88.8 0.81 t.OB 1.27 1 0.85 1 1 4 0.18 `�5 174 151 740 8B.8 0.83 1.11 129 1 0.85 1 1,+1 0.18 � t72 149 1�9 QB.B 0.83 {.13 1,31 1 O.BS 1 1.4 0.18 100 143 126 119 96.8 0.98 1.26 1.43 b>80 1 0.65 1 1.8 0.18 Pag810 . � � �7rn��d t iga�+ra and Assor�alc: Inr - . • �JO" !�`Varner.qvenue #37n ' ., H�.�nhnylun Beach, Cra �2,4� ' - i 14i [92 ?oC2 cel! , �%i��r�n?-asysr��,. : � �.,., s, . _ Pi��ect R!O 215g �;, 1 � -� � . , i` . �' ' a � .Piii r„_�. � li;nl�i�rn.i Fi ; � _, I. � `''G� _. _- x ' s • `�iC�i , irn Avyn�n. ' t:,.i�tB.�.l,/`'=7:'3'3. `�_- � ."., I-8o�1 y;.' 3�is � ,;� ` ' 1 „ '' �� . ' = yt �.� ,,° ;.. =. �.. � �''� ,�� ' . Baslt ��nd Speed Plpn �p, used in Exczl Calcula}(�dY��,t7dr Fs�'1� q" � � � (3-second gust) -, --- ---- - -- - �BC�& IRGa -- - - - K � -- -- ----; G - - i Preduct Stud Building oesign � � � �, l�Vidtn rastenvi f astener Frame Spacin H�,i hl t3 C � ��a i Praduct ThicMne�s 9 9 �PSF) Exp 8 F�p C Exp L' K K� I t3C, � vG�� (r�chos) Typa Spacing Type �in�,hes (fea[ i,�nchas� - 0- t 5 1 7 6 1 E 0 i A 5 7 07 085 103 h=60 1 Q.95 1� A 019 V 20 176 156 142 !d9 0. 7 0 9 1 O9 1 0 85 1 7<: i1 13 25 �76 152 139 %-19 0: 0.94 11"< i OES i 14 U 78 �d ,- '�0 Fa �, 30 176 149 ?3? 749 07 0.98 116 1 O85 t I4 0i8 shank tox � �%� � 39 173 147 135 7d.9 0 73 1 U1 1 15 �'- .l Es ;� 1 4 n?s Nt��led � nal 0 I 13" woed G� 4� 169 145 i 34 �'�7 9 0.78 1.G4 122 � 35 t i d J �8 Har�ieP!anYC: 5�15 � <.� Through __ � : I sh2nM X Doug-Rr , i I p4ank 45 167 143 __132 7a 9 � 7R5 1 065 1 245 1 0 05 � = 0'18 0 260" HD Larch � overiap 50 164 141 _ 13' T4 9 O C31 L09 1 27 _?'? 0 65 � t J O 18 � X±7S i. 56 162 i4p 130 iq9 083 11? 129 ' t'Ofl5 '_!4 019 60 160 139 129 �4,4 055 1 13 1 31 '. � 085 i� t•� O 1F3 I i00 132 717 110 74.9 099 128 143 h>50 't Od5 7?i3 018 I �-15 165 150 � 136 65.8 0 7 0 d5 1 03 nc8n 1 O.dS t � 4 0 �8 20 1E5 74G ' 133 658 0.7 09 1U8 085 ! 14 Oyfi � 25 165 1A3 131 65,8 0 7 0 94 1 1? 1 O d5 I 1-3 0 10 &d rmg � 30 165 740 12fl 65.8 0 i 0 98 1 18 1 O.A5 1 1 a :)'tl shank bo�c 2X4 Natled "s5 162 133 12' tiS.B o �3 1 ot � ts _ i 0 35 t 1 d o �s � nail, n 713" wood fi2��:ePiank�+` 5116 A 25 shank X Yh Coug-Fir `a 40 159 13^o i25 658 0.78 1.04 1 22 ? O S> 7 1 v 0 16 top et4ge Of 45 156 134 124 fi5.8 0%85 '1 065 t245 1 U�5 1 1 4 0 13 0.^_60" HD Lar�h - X Z 375" L Plank 50 154 132 �23 658 0,81 ".09 t 27 7 U fl5 1 7 4 0 �E 55 152 131 122 65 8 � 83 i 11 4 29 1 G 65 � 1�1 0 I P 60 150 130 121 65 8 0 85 i i 3 t 31 1 a 80 � I 4 U 1 b i 100 124 110 103 55 B 0 99 1 26 1 43 h=&p 1 u 85 1 1 B 0 1 t3 0-15 156 142 129 58J 0 7 G 85 1.03 hs60 1 0.65 i 1� 0 78 i ZO 156 138 126 58 7 0 7 0 9 7 GE 1 0 95 1'I 4 0.18 � 25 � 56 135 123 5&J a 7 0 94 7 12 1 0 95 1 1 4 0.1 B 8d nng glind 30 156 132 121 58.7 0.7 0 98 1 18 1 0 85 1 1 4 0 18 shanA box ( �X 35 153 136 720 58J C 73 tA'i 1 19 1 C 85 1 1 A 0.18 Nailed nad, 0.113" wood � HardiePlankC: 5 /�� 3 shankX 7hrough Douy-Fir `� '� t56 �28 ��8 587 076 1.04 122 1 D86 1 �4 019 Q 260" HD top edge of Larch 45 147 127 117 58.7 QJ85 1 085 1.245 t o ES 1 t.4 0.18 X 2 3i 5" 1. P�ank 50 14S 125 116 58J 0.81 1 09 1 27 1 0.85 1 � a 0.18 55 143 124 115 SBJ 0.83 111 129 1 0,85 1 1.4 018 60 742 123 1t4 58.7 085 1.13 731 � � 0.65 7'i4 0_18 �00 �1� �pq g8 58.7 098 126 143 h>60 1 O.flS 1 1.8 0.18 0- 5 137 /24 173 452 OJ 0.85 103 h560 1 0.85 1 1 4 0.18 20 137 121 110 45.2 0 7 0.9 1.08 1 O 85 i 1 4 0 18 25 137 tt8 108 d5.2 0.7 004 112 1 �.BS 1 14 0.18 fid riny ��d 30 137 116 106 45 2 0 7 0 98 1 16 7 C 85 1 t 4 0 18 shank box 2X4 Nailed 35 134 114 105 45.2 0.73 1.01 tt9 � o.a5 1 7 4 G �s nail, 0 113" wood HardiePlank� 5l16 12 shank X Through Doug-Fir Za 46 132 112 104 452 0.76 1.04 7,22 1 0.85 1 i 4 0 top edge of 45 129 t 11 103 45.Y 0.785 1 085 1 245 � 0 8S 1 7.4 0.18 0 260" HD p�ank Larch 50 727 110 1D2 451 0.81 1 09 1 27 1 0 d5 1 1 4 0.18 X 2 375" L 55 126 109 f 01 45.2 Q.63 � 17 1.29 1 o d5 1 1 a 0.18 60 124 108 100 45.2 0.85 1.13 1 31 4 0 85 1 1 4 O 18 1 � t03 g� gg 45.2 089 126 1.43 h>60 1 0-85 1 18 0.18 0-15 235 213 193 732.5 0 7 0.85 t 03 h�o t o 68 1 i.4 0 18 20 �285 207 189 732.5 0.7' 0.8 t.08 1 O.eS 1 t.a O.tB 25 235 2p2 186 132.5 07 0.94 7.12 1 0,85 1 14 0.�8 0.092" Face 30 235 198 182 132,5 0.7 0.98 1.16 1 0.85 1 i.4 0.18 shankX 2X4 35 23Q 185 180 132.5 0.73 1.01 1,78 t os5 1 1.4 0.18 Nailad 0.222" HD wood HartliePlank4 5/16 5.25 X 2.5" long Through Doug-Fir �6 40 225 193 178 132.b o76 1.DA 122 1 0 85 1 1.4 0. plank 45 222 190 178 132.5 0.785 1.�85 12A5 1 085 � �.4 0.18 galv. Siding overiap Larch Sp 218 188 174 132.a 0.81 1 09 1.27 1 0.85 1 1.4 OJ8 nail sg 215 188 173 132.5 O.B3 111 1.29 � 085 7 1.4 0.18 60 213 186 172 7323 0.85 t.t3 1.31 1 0.85 1 1.4 0.78 �pp 1%6 156 747 132.5 0.99 L28 1.43 h>80 1 OBS 1 1.8 0.18 0.15 215 195 177 197-3 0.7 0.&5 t,03 h560 1 0.85 1 1.4 6.18 20 215 190 173 11 f.3 0 7 0.9 1.08 1 0.85 1 1 4 D,18 25 275 186 170 111.3 OJ 0.94 '1.12 1 0.65 1 14 O.tB 0.092" 3p 215 182 167 N1.3 07 0.98 1J8 S 0.85 1 14 0,18 shankX F �� 2X4 35 211 179 165 tif.3 0,73 1.01 1.19 1 0,85 7 t4 0.18 Nailed HardiePiank� 5118 625 0.222" HD Through WDOd i6 40 206 178 163 11f.9 0.78 'I.M 1.22 1 O.BS 7 1.4 0.�8 X 2.5" long Doug-Flr _ gaN Siding Plenk Larch 45 203 174 i61 111.3 0.7'�'i 1.085 1245 � 0.85 1 1.4 0.�8 nail overlap 50 200 172 160 11T3 0.81 1.Q9 127 1 0.85 1 1.4 0.18 55 198 171 158 N f.3 0.95 1.11 1.29 � 0.85 1 1.4 0.18 BQ 198 189 15? t 11.3 0.86 1.13 1.37 1 0•@9 1 7.d 0.18 1pQ 1G2 143 13M1 f1t.3 0.99 1.28 1.43 A>60 1 0.85 1 1,8 0.18 Page 11 s;i , F2craldO�,�awaandAssoaates Inc , +�� ° a r� 55U� VUam2� Avenue k37c .`� + a Hunun��[on Beacn CA. 926dd �' _, ,i � - � ` , (-, �.{� 29J-260't cell _ ' _ l a f. ' ;/tA;8d1-45�fax - , '�' Pr��er,'t R�0-2753-0� ��`� � - _ _ -'' ,3 ,, ,_ _ _ �' ��`"��'; � v�. ' ' � ` y� �� icri�� ! tr Hntl�hnq F::Gt;�is u r °�+.- .. _ � 0'.��; I � Irr, ,v��n��e �_ � � - __� , ' _ * _L,' ' ' 31 ` . ` tis '' .,�1 . ; entai�a. t,A92'3i � °"� ' f - t-;,co �:ra_ �3a:i . 1' �; °. - z1% �''G�. i y)}�t; . / : C✓ F .�. � , . - - �j q�' ,�', Basir_ Wmd SPeed mph /� �4` .� i,- �'°�� e ti Coefficients used in Ezcei Ca�cu�atiop� �, �� y (3_5E:WndguSt) � , 18CCsti(ftC.�e, i K -- ' �� !. �}'{ �� J� Stud Buildmg Desigr. ��' prcduct �y��, tas[eRer Fastener Frame Spacmg Height B f D �oad ��,' Frcai��ct �hic�.ness Tyao (P¢R Exp 6 Exp C txp G K„ K, I GG� G(.�„ _ Qnchss) (�nciiesi EYPe SPa�!�9 linchos; ((eeq . 0-15 200 181 f 55 96.0 0? 0 9 1 08 h 6 � 7 O 85 1 1 d 0.18 20 200 176 tof 1 0.85 1 t n 0 i8 25 2C0 172 158 50.0 0 7 0.94 7 12 ' `� � Face 30 200 169 ?55 96 0 0.7 o sE 1 �6 t 0 85 t 7 4 0 18 � shGnk X �;t`� 35 196 � t66 I53 96 D I 0 73 1 01 � i9 t 0 05 1 1 a D 18 Nailed �,cod � i o_e5 ��-a o 18 0 27�' HD 16 40 192 16d 'I51 9ti 0 D'� 7 04 1 22 . H,rAo-�PlanhG� i y'1,r, � �"L"' X�� 5' !ong Tl Doug-En 45 189 162 IgU 9G.G 0.?85 1 065 1 245 t 0 85 �� 1 4 0 18 I j ya:v Sidin Laran � fl g0 18fi I60 i 49 96 0 � Bi 1 OS 1.2? 1 0 35 1 1 4 0 18 :;veriau 7 0 r,5 1 1 4 0 18 � n�ll �g 183 159 147 960 0.83 i_tt 125 � 085 1 14 '�tE 60 181 157 1a6 96.0 093 12d 143 h>60 � 085 1 19 0.1& 100 15G 133 125 0-15 18 � 170 7 54 84 3 G 7 0 05 i 03 h<_60 1 0 65 1 1 4 0 18 � 20 ? g; 155 151 34.3 0 7 0 9 7 OE 1 0 BS 1 1 4 0 18 25 l87 162 id8 843 Oi 0.9A 172 � oe5 1 �a c�a �) 092" � 30 187 158 145 8�.3 0 7 0 9"0 1.to 1 0 85 i i 4 0.18 Hhnd shank X =X'� 35 183 156 144 3a.3 0 73 1 Ot 1-19 1 0 BF 1 1 d 0 1B Natlea �,vc�d t O.B5 7 7 4 0 13 0 222' HD Throuah 16 AO 180 '� 5A 14� 9a 3 C 76 1 04 1 z2 4larui�Fl�nk 5�if d 25 X 2 5" lony Doug-Fir 45 177 152 140 84.� 0 78.5 1.085 1 245 1 0 85 1 i 4 0.18 top edge oi Lafch 1 G 85 1 1 A 0.13 galv Sid�ny Pla �� 5U 17-7 f50 139 84.3 O8� 109 127 i n2!I 5� 172 149 '38 84.3 i;.83 1_}1 i 29 1 U 85 1 t 4 0 1E � 6D 170 147 137 84 3 0 95 1 13 t.:t 1 0 85 I 1 4 0 �8 4p0 �4� �25 i1� gqp pgg 726 143 h>60 1 085 1 18 0;8 0.75 177 ifi0 145 752 �-7 D.85 103 hs6D 1 0.85 ' t4 0.18 20 177 '156 142 75.2 0.7 0 9 7 08 1 0 85 1 t.q 0.78 � 25 117 453 1Aa 752 0.? 094 1'2 1 085 1 14 G.18 OA9Z 30 177 "Ik9 137 752 OJ 098 7.56 "1 085 1 1.4 OJ8 8hnd shank X 2X4 35 �73 iq� �36 752 0.73 1.01 1.19 1 0.85 1 1 4 O 1 Naded � 0 222" HD Throu h 16 40 170 145 134 75 2 0 78 t04 t22 1 0.85 7 S 4 0.1 H2rtlieP!ank�J - `� 2 ' X 25' long 9 PougFfr AS 167 143 '133 752 0.785 1,065 � 245 1 0.85 1 1 4 0 18 t�p edge of Larch ga�v Siding plank 50 i64 �42 131 75.2 081 1.09 1.27 � 0.05 1 1.A 018 nai4 §$ 162 140 130 75.2 0.83 1.11 12u 1 0.85 1 1.4 018 60 160 139 129 75.2 0 85 1.13 7.31 1 G.85 1 1.4 0.18 100 133 11B 110 752 0.99 1 26 1.43 h>60 7 0.85 '1 1 8 0 78 0-75 155 141 128 58.0 07 085 t.Q3 hs60 t 0.85 � 14 018 20 755 137 125 580 0.7 0.9 708 1 D85 � 14 0'IS � 25 755 134 723 58 0 0 7 0.94 1 12 1 0 85 '1 1 4 0.76 OU92" 30 155 131 121 580 0.7 056 1.t6 � OE5 7 14 078 fllind shank X ZX'� 35 7 52 128 1 i9 58 0 0.73 1 01 1.19 � D-85 1 t A 0 Nailed w �d 0.222"HC Throu h 15 AO 149 127 118 58.� 078 104 1.22 1 0.85 1 L4 0-18 HardiePlenkc,� 5l�6 �Z X 2 5" lony 9 Doug-Fir 45 147 126 116 580 0.785 t.065 1 245 1 0.85 1� 4 018 top edge of �aCCh galv Siding P�ank 50 144 Y24 115 5B0 0.81 1.09 127 1 o.85 1 1.4 6.18 nail 55 143 123 114 58.0 0.83 1.11 t 29 1 0.85 9 1.4 0.18 60 141 Y 22 113 58.0 0.85 1.13 1 31 1 0.65 1 1.4 0.18 1QQ 117 103 97 58 0 0.99 128 1.43 h>50 t 0 85 � 1 8 0.18 0-05 192 174 158 B8-A 07 0.85 1.03 hs60 7 0.85 1 1.4 D.18 20 192 169 154 88.4 0.7 0.9 1.08 � O.B5 1 14 0.�8 25 192 165 y 151 88.4 07 0,94 1.12 1 0,85 1 1.4 OJ8 0.082" Fa � 3p 192 162 149 88.4 0.7 0.98 1J6 1 0.85 1 1.4 0.18 shank X � 35 186 160 147 Ba 4 0 73 1 01 1.19 1 O.B5 1 1 d 0,18 Nailed W � 0 222" HD Thro� h 24 40 184 157 145 BB.4 0 78 1 04 1.22 S 0.85 1 1.4 . NardiePlank� 5l16 525 x2.5"bng 9 Doug-Fir 45 ��g� 155 144 88d 0]85 7.065 1245 1 0.85 1 t4 0.18 plank galV. Siding overlap L �� 50 178 154 142 88.4 0.87 1.09 1.27 1 0.85 1 1 4 0.�8 nait � �7g 152 141 BB.4 0.83 � 11 7.29 � 0.85 1 1.4 0.18 5Q 174 151 140 88.4 0 85 1.13 1.31 'I 0 85 1 1 4 0. �8 100 144 128 120 88.4 0.99 1 26 t 43 h>80 1 0 BS 1 1 8 0.18 Q-15 176 159 145 742 0 7 0 BS 1.Q3 h�0 1 D 85 1'1.4 0,18 Z(1 176 155 141 74 2 0.7 0.9 1 OS 1 0 85 1 1.4 0.18 25 176 152 139 74.2 0.7 0.84 1.12 1 085 1 1.4 0.78 0.092" Face 30 176 148 136 74 2 OJ 0.98 7.18 1 485 � 1.4 0.�8 shank X 2X4 � 172 146 135 74.2 0.73 1.01 1.99 1 0.85 1 1.4 0.18 0 227' HD Nailed � HerdiePlank� 5l76 6.25 Through 24 46 1� 1A4 133 742 0.78 1.04 1.22 � O.e6 1 .4 . X 2.5" long Dou9-Fir � 1� 142 132 74.2 O.i88 1.065 1.2d5 7 0.85 7 1.4 0.�8 qalv Siding P �� k Larch oveflap SO 183 141 130 T4.2 0.89 1.09 127 1 0.85 1 1.4 0.18 ned � 161 139 129 74.2 0.83 1.14 1,29 1 0.65 1 1.4 0.18 80 159 138 128 74.2 0.86 T.t3 1.31 1 0. 1 1.4 0.18 100 132 117 110 74.2 0.99 1.26 143 hs90 1 O.BS 1 1.8 O.i9 Page 12 'r<onald Ooa�n�a and Associdte� inc c� �0�� Wz; ner Av�r,�.ic #37 � i{un��igtunP,eacY� �,A 9�C4.; '� � ' � i 1�i; �96 0� i� -.r ` ''. f ry i 4 . . +tf f (,' I4� 54"/-d5°5 `�t �J� ,' Fr;;�e�i RIO-2��9-09 ?�,� - - . � . - ,,�� i '',r �. ' � _ �_ � , i�_. i R�,;,I�.�n.� P;• ��„ ° _£�.�`. ,: _,. 1LJt1' �. i� . - .' � f ..'l:af•d „ ....,.i� ,- � fin� i_54 '_! 3,'-.; -� "S`�,,: ...i.., i +^Y�i ,_�'_ : �.,(,�: _ �' y. �' r �' ' � Basic Wmd Speed n':�h '"� • � . r'x._ � �f .' �''y�� _ � _- Coe(ficients used �f�� cu4at�tS'��Il��bie .��`° ' i ` I (3-secontlyusi_ ,� ��: , IBC'�3lF.C'u�� -- - -- j - s r� :, I Pro�uct S�ud E3u�ldiny Desiyn �/ "" L� �, " Prnd�.ct Thicknass �'luth �astener Faslener Fraine Spacing Height [3 C D Coad �� j�at) 1 'incnes) (�nches; I�yFe Spacing Type (�nches) (feal) (PS�) E;ep E3 Exp C Exp D 'K,, k<„ I Gc'„ GC f 0-15 163 14d 134 64.0 0 T 0.85 t.U3 hs60 1 0 ES 7 7 4 t: 78 i ( 20 163 144 131 64A 0.7 G 9 1 08 1 0 25 1 1 4 0 1 H i I I 25 163 141 129 64.0 0.7 0 54 '1 1% 1 0 8,5 1 I 4, 0 1 B { sha k�X � 1Ce � � �0 163 138 127 Sa 0 0 7 0 98 1.16 1 D 85 7 t d 0 18 Nailed I 35 160 136 125 64 U 0 73 1 01 1 1 g 1 6£35 � 9 d U 1 Z 1 U?22' ND wood IisrdivPlr.n4�r� I SIiF �%.S lhrou�h Jd AO f56 134 12A 54.0 0�6 1.OA 1.22 t cE15 �t 1�is h 2�" loi;n lank Dnug�flr� . -. -- galv Siding p I arh ( - � 5 154 132 122 6e,p 0�85 1 O6S 1 245 1 0 65 1 1 a� C 13 uveslap 50 152 131 121 64A 0.8� 1 os 1 27 1 r y5 i i q i^ 52 �iad - -- 55 150 129 120 64.0 0.83 ? 11 1.29 1 0.8 i 7 � a � t; i 6 60 148 128 1i9 64.0 0.85 i 13 '1.3� 1 u.b5 1 14 0 IS 100 122 109 102 64 0 0.99 t 26 S 43 h>60 i C 65 1 1 B o 1 a 0-15 S53 139 128 58.2 0_7 0.85 1 03 hs60 7 0 65 t t 4 D 1s 20 453 135 �Z3 562 07 09 1OS � 0&5 1 14 G78 O � y2 „ 25 153 132 121 562 0] 09a t.t2 � O85 7 74 0.18 Bi�nd 30 153 129 119 56.2 Q? 0.98 i.16 1 0.85 1 14 0.18 022?4HD Na!led µ,o� 35 150 127 117 562 073 tAt �.i9 7 OA5 1 14 0.18 Iiarc:�FlankN � Slif, 925 Tnrough 24 40 14? 125 'IM16 56.2 tl.7E 10A 1.22 I 085 1 ia o,18 X 2 � lonc Doug-F�r top edc�e of 45 144 124 115 562 0 785 1 065 t.245 1 D 85 1 1�F 0 IU gaiv Sidmg LarcF I :•, PI2n� 50 142 �22 113 56.2 O.B1 7.09 1.27 1 pS5 1 i d 018 I 55 tA0 121 713 56,< 0,8's 111 7.2�3 1 085 ( I 4 G 18 � BO 139 120 112 56.2 O B5 1 13 1 3? I 0 S5 I i 4 0 18 100 115 102 95 56 2 0.9�J 1 26 i-03 h>6Q i 0 85 1 1�. 0 18 0-15 144 131 179 50.1 6.7 0.85 1.03 h4E0 'I 085 1 14 �.78 20 t44 127 116 50.7 Q.T 0-5 7 OB I 085 1 7�1 0.18 0 092" 25 144 125 11 A 50.1 0 7 0.94 1.12 � 0 H5 1 1.4 D 18 Rhnd 30 i44 122 1 12 30, 7 0.7 0 98 1 16 1 � 85 1 1 4 0.18 sharlk X Naiied � 35 tA5 120 111 5p.7 0,73 1.01 1.19 1 085 7 1.4 � 18 NarciePlenk�c� 5146 g p;, 0 222" HD �fhrough NOOd 24 40 139 118 709 50.1 0,78 1 OA 1.22 1 0 ES 1 t 4 0 78 X 2 5" long �op edge ot Doug-Fir 45 736 117 1q8 50.1 0785 1.D85 1245 7 0 84 t 7 4 D,18 ga!v.5idinc� lank Larct� r.ail P 50 134 116 107 5[!J 0.8'I 1.09 'I 27 1 0+35 1 1 4 � 1E j 55 133 115 106 50.1 0.83 1.'I'1 1.29 '1 0 85 1 1.4 0 18 BQ 131 114 106 50.7 p.85 1.13 7.31 1 0.85 1 1.d 0.18 100 108 96 90 50 7 0 99 t 28 1 43 h>80 7 0 85 1 1.8 0.18 0-15 121 115 104 38J p.7 0.85 9.03 h580 1 0.85 1 i.4 0,18 20 127 112 1D2 38.7 0.7 0 9 1 08 t ❑ 85 1 1 4 0 18 25 127 109 100 38.7 Q-7 0.94 7.12 7 085 1 7.4 D 78 � U92 Bhnd 30 127 107 9d 38,7 0] 098 1 16 1 �.85 1 7 4 C 18 0 222 kHD Nailed W�� 35 124 106 87 38.7 0.73 7 0t 1 19 1 0.85 1 1 4 0 18 NarC�ePlankC�J 5/76 �� X 2 5" bn� Through Ooug-Fir `4 40 122 10A 96 38J 076 1.04 1.22 7 085 7 t.a 0 18 gaiv Siding �Op edge of L3f A5 120 1D3 95 387 0.785 1.065 1245 1 D 85 1 1.4 0 18 nad plank 50 118 702 94 38J 0.81 1.09 1.27 � 085 1 1.A 0.18 55 116 101 93 98 7 0.83 1 11 729 1 085 � � A 0.18 60 115 100 93 JB.7 0.85 113 1.31 i 085 1 ta 0.78 100 95 84 79 3B7 0.99 126 1.43 h>60 7 0 85 1 1.8 0 18 0.15 190 172 156 86.4 0.7 0,85 1.03 hs80 1 0.85 1 1.4 Q.td 20 190 167 153 88.4 0.7 0.8 1.tl8 1 0,85 1 1.4 0.18 '---- -.. .'-"'-._ .,.- --.� .�._. 0.092" ZS 19ti 164 150 86,4 OJ 6.94 L12 1 0,85 1 t.4 D.18 Face 30 790 160 147 86.4 0.� 0.98 1.18 1 085 1 1.-0 0.18 shank X Nailed 2X4 35 186 158 145 86.4 Q.73 1.01 1.19 1 0.85 1 �.4 0.16 HardiePlank� 916 525 0 ' 2 � H � Through WOO 16 4p 182 155 144 86.4 078 1.04 122 1 0.85 1 1.4 0.18 X 2" long Doug-f(r galv. Siding Plank Larch 45 179 154 142 86.4 0.785 1.085 1.2R5 1 0.85 1 1.4 0.18 nail Ove�l�p Sp 176 152 141 96,4 0.81 1.08 127 1 0.85 7 14 0.18 55 174 150 140 86.4 0,83 1.1'I 1.29 1 O.B5 1 1.4 0.18 60 172 149 139 86.4 0.85 i.t3 1.3'I 1 0.85 1 1.4 018 t00 tA2 126 118 86.4 0.99 1.26 1.43 b>80 1 0.85 1 1.8 0.18 0-15 174 158 143 �2.6 O 7 0.85 1.03 h560 1 0.85 1 1 4 0.16 20 �174 153 140 72.6 0.7 0.9 1.08 1 O85 1 1,A 0.18 25 174 150 137 T2.B D.7 O.B4 1.12 1 0.85 1 1.4 0.18 0.092" Face 30 174 147 135 72.s Q.7 0.98 1.18 1 0.85 t 1.a O.tB shank X Nailed � 35 170 146 133 M.B 0.73 1.01 1.19 1 0.85 1 1.4 0.18 HardiePlank� 5l16 625 �'� N � Through WO°d 76 40 167 1A2 132 72.8 0.78 t.a1 1.22 1 D.BS 1 t.4 0.18 X 7' Iong Ooup-Fir plank q5 �gq �q� �3Q 72.6 Q,7BS 1,086 7.245 1 O.BS � �.4 O.1B galv. Slding ovedap Larch � �g� 13Q 129 72.8 O.B7 t.OB 1.2y 1 O,B5 f t.4 O.tB nail 55 7 1 1Z8 72.B 0.83 1.11 1.28 1 0,96 1 1,4 q,1 80 159 137 127 T2.8 0.85 1.13 1.37 1 4.86 1 1.{ 0.18 1E10 130 116 109 72.6 099 1.28 1.43 b>80 'I 0.85 1� 1.8 D.18 Page 13 .�-naldC;3a�:aar�r:Assoc;a�. �,._ 1 �'ttit!;If; iL. ;�:1 Wainer�venue, N�'�� .t`� t "+.; �" �r/� F!;ir?i:i�tor E�Ear.h CA yir,C� .� �;h A 3, f�'�.`�� '_ - 4 � 33 �SG� ��al; - - e_ . � ` '�,/� ('✓�✓� i�'-0)84i 4�•95tr.c � � - " - - Prn�art RIO-^}5q.ny ``� ; a - , - 't_ �"� , - ..�+ � ' � ti�� '- � ' �t. 1 _s'`�C' 1 � 1 1� " �: c ._ _r�i� k;.,d�,)rri ! �: �._.., :r.; . . .F,f' ,.;„iiy . s� - r - -. (- � t.A ^��. � '"� T i, * ,.5 j i` _ ^.F.. ' � � - ` ' �. �'� I .. � � , . � - ' � d ' , °el;: : r''�'t„) Y °°.„)F1}i;�' _ � � Bas�c Nfind gpee9 �sph �� i � , - �,�' °i ; Coei!icients usaN m Excel Caf I pn �� '�' � seccr�J gu>t; °�f�� y "ti' ,? . ` iBC�?rr-;CC� r;� -- 1 tt 11 Produr.t Stud Bwidml �s+gn �� Pi��i.��t iF�c*:ness V'V��i.h Fas!artei Faster.er Frame � inches ��nches� T'rf� Spacing Typ� Spaang Ha�ghi E3 � L� roaa ( ) �inGh63} (feEt} �RSFj ExR g ;-�r C �cp D K 'K,� I G�, 'r �-„ � 0-15 151 ':M.3 53s s:.; t)7 p&5 1.03 h�0 O.aS i 1 a 0 i8 20 161 ' 42 I 30 b2.6 v" 7 0.8 1 C8 i 0 85 1 1 4 0� 8 I Ocy �" I 25 76� 139 ?2 626 07 Qs4 112 1 oe5 1 ta a^,e � Fnce `x4 3G io1 4;w '25 62 6 0 7 U.98 7 1�i 1 0 85 1 � 1-0 0�8 shar.k;( � -_._ � N2�tetl " iii3 134 �sfA ti: E C 73 ' 1 J1 i:9 O F5 � i 4. G?6I Flar;ieNiarr�a:: 5;73 725 0[22"HD Nood "' _ {�_._ Thro�gl� 16 46 155 132 122 s2 s 0 7d 1.Cr7 7 22 (, U.85 1 i 4 0;& � X Z" lang Uoug-Fir � n{ark . 45 152 131 12' 6�_E• 0 785 1 Gi5 7�45 �� 0 p5 1 1 4 C 7d � �y314 IQIf7g � �3[Ch :`vQrl2{; SC 15� 12�: 12G G2 6 ^ 81 1:fa �' 1 � nad j i._. i C 35 1 S 4 u 55 748 �28 119 6Z.6 C.83 1 11 1 29 i 0 85 1 1 4 0.78 � � 60 145 12P 118 6< 6 Q_BS 1 i3 7.31 1 0 85 1 1 4 0':8 E � � � 1G0 121 1��7 i01 62.6 099 72ff 743 h�60 5 085 1 78 Oi&? i 0.15 151 137 125 55 G 0 7 D ES 1 03 hS60 0�S i 1 4 �; B � 20 157 133 722 55_c� 0 7 o s I 7.08 ? 0 85 1 i 4 O tn 25 ;�1 130 ':2+7 556 07 'v9d 112 1 D85 1 t4 0?8 GQ9'['� ��.��j 30 S51 128 11? SSC 07 038 1_18 � �95 1 14 tl?a shar:k X Zirq t �a�� 35 ?d8 126 i 16 55.G p i3 1 Ji 1 19 � 7 0 BS 1 7 4 �?3 litirdie��lar,:.r:� °.,:t�' ( 82� 0222„HD rh�cu weod ..� " cJ^ 7u h0 `Qa 124 �,S.G C.7Ci 104 1 122 0E5 1 i4 0'9} X�'�ortg f}oug-Fir V . top Fdge o! 45 143 123 1 1 j 55.0 0 785 1 O45 t.?AS � 0 BS 1 1 4 0 18 ; galv Idmg � Larch _ _ _ � � nail � 50 141 ?21 1 12 5,`, G 0 27 1 0y 1 27 0°5 1':.4 0 18 55 ?sJ 12n 'ii 55.0 ,a3 '?t i29 ^: Oss 1?n Ci°I � 60 73T 1i9 fti 55.0 085 713 137 , 1 085 1?A Q18 700 114 1q7 9q 53.0 0.99 � 28 1.A3 h>60 t 0.85 1?@ C 18 Q-15 143 130 11 N d9 } p 7 O 85 1 Q3 h�.0 �! 0 35 1 1 a O i& 20 143 126 115 43. } 0.7 0 9 1.08 t 0.85 1 1 4 0 18 �� 25 143 t23 193 A9.} 07 0.84 t.i2 9 065 1 1.4 9.72 shank X �� xq 30 tA3 121 1 7 4 49 1 0 7 0 98 1 i6 ; 0 35 'I t4 U.18 NAtIO� 35 140 119 109 49 1 0_i8 1 01 1 19 1 O BS � 1.4 0.18 Hard:flPiank$� 5ii6 9 26 0 222" HG Fhrough w �� 16 40 137 t 17 108 d9 1 0.78 to4 7 22 - 0.85 � 7 4 0.?8 X 2 � to ud e of �g P S Oaug-Flr 45 135 7 tu' 107 48.7 �J85 1 Cs5 � z45 a ss � f a D te � qalv Sidm� piank Larcn nad 50 133 114 106 99 t U 61 L09 1 27 o,a5 1 7 d G.18 � ! 55 431 ?13 105 49.t 0.83 1J1 1.2g t 0.°5 1 7.4 218 60 130 112 104 49. 7 Q 85 1.13 1.31 1 0 85 1? 4 0 18 100 767 95 89 49.7 0.99 128 tA3 h>EO 1 O.dS 1 18 018 I 0-15 125 114 103 37 $ O 7 0-85 }.03 hs�Q 1 0.85 1 1.4 0. 78 20 125 111 101 3? 8 0.7 0 9 1 CB 1 0.85 1 1 A 9.18 0 092" 25 125 108 99 37 8 0-7 0 9A 1.12 1 0 95 1 1,4 0 16 shanK X Blind 30 S25 106 97 97 8 0 7 a.88 1 16 1 0.85 1 1 4 0.78 G 222" HD N$ �� d W�d 3S 723 104 96 378 O_73 T.01 t S9 1 0.85 � 1 4 018 HardiePlank� 5/16 12 Through 16 40 120 703 95 378 0]8 7.64 t22 7 0.85 1 7 4 D 18 X 2 1O � top edge et Doug-Fir gaM. Siding p�ank �srcn 45 118 iD2 94 378 0785 t C8$ 7.245 . 1 0.85 7 1.a 016 naA 50 117 100 93 37B 0.81 1.09 727 � � 0.85 1 1.4 O18 55 115 100 92 37.8 0.83 1.11 1.29 1 0.05 � 1.4 018 80 114 99 92 37.8 0.85 t13 1.31 1 0.85 1'I4 018 100 94 63 78 378 O.SB 1.28 1.43 h>80 1 O.gS 1 1.8 018 0-13 155 �40 �Q8 �7.6 0.7 085 1.03 h580 1 0.85 1 1,4 0.�8 20 155 136 125 6L6 0.7 0.9 1.08 1 O.BS 1 1.4 0.�6 0.092" 25 155 134 122 57.6 0.7 0.94 172 i O.BS 1 1,4 OJ8 shankX F� 30 155 131 120 5Z6 0.7 O.�JB 178 1 0.85 1 S.4 0.18 Q � 2 „� Neiled � 35 iS2 129 119 676 0,T3 t01 119 7 0.88 1 1.4 0.16 HardiePlaok� 5t16 525 Thtough W°Od 24 40 748 127 717 5L6 0.76 1.04 t22 1 0.8b 1 1.4 018 X 7' Iong plank Ooug-Fir galv. SicNng Larch 45 146 125 116 67.B 07e5 Lp85 t245 1 0,65 7 i.a n �e nail overlap $p 144 124 115 57.B 0.81 1.09 1.27 1 0.86 1 1.4 U.18 55 142 123 114 576 0.83 1.11 1.28 1 0.65 1 1.q 0.18 BO 140 122 113 376 086 t,t3 f37 1 095 i tq o1e 700 118 103 87 57.8 0.98 1.28 1.43 h>60 1 0,85 1 1.8 018 0-15 1A2 129 117 48.4 0.7 0.85 1.03 hs80 1 0.85 1 1.4 O.iB 20 142 125 114 48.4 0.7 0.9 t.08 1 O.BS 1 1.4 0.18 0.08T 25 142 122 112 48.4 0.7 0.84 1.72 1 0.85 1 1.4 0.18 shankX F � y�q � �4Z 120 110 48.4 OJ 0.98 1.18 1 0.95 1 t.a 0.18 p� � Naiied �� 35 139 118 109 48.4 0.73 1.Q1 L19 1 0,8.5 1 1.4 0.18 HardiePlaqk� SI18 8.2$ X2 „� Through- Dou�Fir 24 '� 1 � 116 107 48.4 OJB 1.04 1.22 1 0.86 1 1.4 0.18 galv. SltNng Plenk �� AS 134 116 106 48.4 OJ96 7.U85 7.245 1 0.&i 1 1A �.18 nail Ovarlap 432 114 10b <B,4 0.87 1.OS 1.27 1 O.BS t 1.4 0.18 5 430 113 104 40,4 0.83 t.N 1.29 1 O.B5 1 t.4 Q.iB 6fl 129 112 104 �B.4 O.p!f t.f3 '1.31 1 0.85 1 1,4 0.18 100 107 94 89 49.4 0.89 1.28 1,43 hy80 1 0.85 1 1.B 0.18 Pape 14 r, . , i i i ) ;�2,1'o;t ,-�nc: 1S .t� _ �. i. � :'. � � '` , �;�5 �'r��lril�i nVt.Ili:E I}.;.:, . . - .. ; ' . �,.i F�:?t'f: I.i 'I _ .. . � ,�` �iCJ).-�� ..� ` C_ ' i. . � ' _ i f 141 B4 % �! ;9'_, fax -= .�� :- . - �= , -�._ . �210='�.`i9-"' - � ,. i:. - s ` , .! - t �- ` - . . , �t_u��-uv+-•��_.-:= i - � d,.: t:;C�i t h�. A;a�'��;:� -- --- . ' f antw�.� CA 9? i'� - -, _- � ' -° - _ � y .. ' - --°� � t .�� t _ , z .; . . . {, � - . , Bas�c L^Ir.d SF�=ed rn,r.i•, �� y. ' t' ° , t',ce�r.ien25.V�gilirtiCxc�LC�Yculat�cils Fu� ,..'a!„ t i,isec:i�l�9 yUSti t ll :6Gf�1'3lRC�� K='�': -----------`� - . PTCauc? Stud Eiuilding � Gesi9n -- - � � �� r - � € �Ndth F�ster?r i ; a�tene;r Fram2 � -�- - �-� -� Ym�1;,r,.t � Tnickness ' Spaai�g F{��yht ` 8 (; f�� Lua� i � � I iinchas iinches} CYPs Spacing Type �nchesl �teet tPSFI �.ip r� �xp C 6ep o h.,� �„ i GG� GC„' 0-15 132 ti9 iQ9 4i7 C7 0-&� �a3 "��0 i�c85 t^, o�a � 20 132 116 106 41' 07 0.9 !OS �?�085 ?'.A 018� 25 132 itA IC�1 4t � 0? �1B4 1 �2 L i � i`25 1 �� 4 Q 18 1 ,;�� . -- - -- - - � r 3�.:: � � so �a2 � �`+, _inz ; i �- °- ° e� . ,, , ,, �� ; .t a ,2 shanr. x � �xa -- .. - Natled 35 129 110 1Cr �tt 7 0;? 'I GI 1;? ° j: a& t d U'�E3 ( �);=27'HC� w:�od ItarJ�..;f'!;�r.h'. f ;/iu ,.., TP'rcUgh °� f 46 726 1p8 i�'0 1!; 0%� 104 1?2 '�n5 1 l4 �78 n ?' lona Do;ty-Rf __ _ _ � _._._' � _ . ' �t�nk 45 724 1�? :;`� .?t' v73` 1OCi5 1_°tti 5 4 01d qa!v Siii:rt F l.�r�:t -- - !-��= --- j ;>:=�:a�; I f so � izz �06 s?+ �i, o�s, ,os ,:.r ;; a�,= � �'ois i � natl - - - � SS 121 105 97 Jf ;' 0.8? t.tt 1 29 f U eE � 7 0 3E � 60 119 1C4 JE 87 i O.oS 1.13 13i �� G.85 ?�q v 19 1�0 99 68 '�� $7 •' O.JJ 135 1 A3 Y�»:C " 0 fl5 ? 1 S 0?9 0-15 123 112 1G2 3fi 7 0; 0 85 1 03 h�d0 1 0 85 � I n 0�?$ I ! 20 123 109 �J5 36. � 0 i 0.9 1 03 � 8` 1 1 4 0?8 ( ! I __' �.,. __�' _... i I 25 123 107 � 99 36.; OJ 0 9A 1 1[ 0 85 1 1•S 0,16 � ' ` 9?' B6r,d 30 123 tO�A � � �6' 0 7 0.98 1.1G � d5 � 1 4 9J8 � s7ank Y, i �X4 r. f. ! Piailad 35 12'1 103 i 95 -- 56,? 0.;? I Oi 1.59 ; t C n5 1' 4 0?0 ' J «�" IiD '.vootl � - Hardi^Pl.�r:h�� u!?r; i 825 Thrcugh . 40 it8 107 ! 5: � 3b; O.i6 104 722 � t vG5 ! t. D 18 X 2" lon� Doug-Fir - - I tep edge of 45 11 i 1 �0 33 36 7 0?65 1 �f'i6 I 2d5 C! 0 85 I t n 0;8 � I. Jalv Sid�nr� Larch ;- yo --- - -- =- - - aav p�'"p %0 115 i 5:. 35 % r.a i 1 O8 �.2' G e5 � i a u Yy � ' ` S5 113 98 _ �Jt 3S % 0_B:' ' t' t 2ii ' t o d5 1 1 4 r te f 50 112 97 90 36 % O e,5 1 77 1 3� 1 G$s f 1 4 u;e 100 93 82 71 36 T Q�a 1.26 1 43 a:>9G i 0 85 1 1 6 O t8 , D-15 117 106 9�i 32 7 0 7 0 BS i V3 fis60 1 G-95 '1 1 r U 18 I 2Q 117 103 94 321 G_7 0.9 1 08 ! 0.8"s t � 4 0.�a 25 117 101 92 92 7 0 7 C 94 1 71 � 0 35 t � 4 p, t 8 � BIinA 3D 717 99 91 32.1 0 7 0.fl8 1 1F � 435 1 t.A 0.18 shank X Naded LXa ~ 35 114 97 39 32 7 0>3 1A1 1 79 1 0.65 t 1 a o.19 �� 227' Hb wocd tiardiePlank4 ait6 I 925 Thrcugh t4 40 112 96 8H 32.7 0.�8 t.W i.22 1 0,&5 1 tq O.f6 "� 1O top edge of Doug-Fir 45 170 95 8; 32.7 0785 1 085 7'.45 i C 85 ; i a 0 18 � galv Sitlinq larch -- plank 50 108 93 8; ?2� 081 109 127 1 085 � 14 OJB naii - 55 107 93 88 32 7 0 83 1 14 1 29 'I 0 85 t 1.M1 0,18 6Q 106 92 85 12. 7 0 85 1.13 1 31 � 0.85 t 1.2 �, i 8 WO 68 78 73 32.7 099 t26 a.43 h>60 t 0.85 1 1 8 0�8 0-15 102 83 &l 252 G7 0.85 1.Q3 h=EO 1 035 1 1-:2 0?6 20 102 90 62 25 2 G' 0.9 1.Od ? 0.85 1 1 3 0 19 25 102 88� Bi 25.2 0.7 0.94 1 i2 ': U.SS 1 1.4 0 78 009�' glintl 30 102 &6 80 25.2 0.7 0.90 7.is 085 1 1_d 0 t8 ShanHX Nadad ` 35 100 85 78 252 073 1A� 119 085 i 7t �ta 0 222" HD wood Herd�aP�ank:J SitE '7. Through 24 40 98 6A 78 25.2 076 194 ? 22 ? 0.25 1 1 a a ie X 2" Icng Uoug-Fir - - top adpe of 45 87 83 7; 252 0185 tAa5 72e5 � 0 35 i 7 a a.ta gaiv. Siding P�ank Larch 50 9b 82 76 25.2 0.81 tA9 t27 0.85 t 1.4 018 na�l - 55 94 81 75 25.2 0.83 1.11 1.29 ' 0 95 1 1 4 0.18 6� 93 81 75 252 0.85 1.13 1.3t 1 oa5 � ia o.te 100 T7 BB 64 25 2 0.99 128 1.43 M80 � 0.85 1 1 8 0. 78 0-15 191 174 158 se.o 0.7 o.s5 �.a3 hsso � o.es 1 t.a O.ie 20 191 168 15A BB.O 03 0.9 108 7 0.85 1 1.4 0.18 25 191 165 151 BB 0,7 b.94 172 7 tl.85 '1 14 0.98 0092" Face 30 191 182 149 Ba.O o7 0.9e t-te i o.es t 1.a o.7e 0222'kHD Netled wo� 35 187 154 147 ea.0 0,7a 7,01 t19 � Oa5 7 t.a 0.18 HardiePfank� 5/16 525 X2.5"long Through Spruce- ��' `� �� 57 145 B8,0 OJ6 1.04 1.22 i D.95 1 1.4 0.18 p{ank 45 781 755 143 BB.O OJ&5 1085 1245 1 0.85 1 14 0.18 galv Siding overlap Pine-Fa � ��8 753 142 88.0 0.81 1.09 7.27 t Q.85 � 1.4 0.18 naq 55 176 752 141 88.0 0.83 1.V 129 i 0.85 l 7.4 O.1B 60 174 151 140 B80 0.85 1.73 1.31 1 0.85 1 7,4 OJ8 100 144 127 120 68.0 0.99 1,28 1.43 h>80 � 0.85 1 18 0'19 0-15 175 159 144 73.9 0.7 O.BS 7.03 hs60 1 0.85 1 14 018 20 175 165 141 73.9 0] 0.9 t08 7 0.85 1 10. 0.78 25 778 151 139 73.9 0.7 0.9a i.12 t O.eS 1 y.a O.te 0.092" F� 30 175 148 136 73.9 0,7 0.98 1.18 1 0.85 1 14 018 shankX Nailed zx4 35 772 146 134 79.8 0.73 1.01 1.19 1 O.BS 1 1.4 0.18 HardiePiank� S116 6.25 �'� ��e Thfough 5�� 16 40 18B 144 133 73.8 078 1.04 1.22 1 0.85 1 1.4 0.18 gelv. Slding P � a � PinaFir 45 185 142 131 73.8 0.785 1.085 1.245 1 0.88 1 1.4 0.18 neii ov5r�ap 50 1 1�i0 130 73.8 0.87 �AB 127 1 D.85 1 1.A 0.18 55 161 139 128 73.Y O.B3 7.11 128 1 0.85 7 1.4 O.YB 60 159 1�8 128 73.9 0.8b 1.13 1.31 1 0.85 1 1.4 0.�8 1Q0 1 �77 110 73.9 0.99 1,28 1.43 �>80 1 D.BS 1 1.8 0.18 Page 15 , ._.w . . . _,.....,�..,..».__ _ __,_.. .......�...«.,�.� �«,.,.........,�«»�., .,...�,-,�.,,.. . ;;, � ,_, r t�, i � . ., i `�. �'�,« �='� ; L �r �! P.or�a'��d Caa�.��a and Associates, Inc -';-� - � �: 5501 4'JamSr Avenue, #3� 6 , �, ' ;, '= _ . HunLnyton deach, Gf, 42Ed5 _ _ . �i,,�.''.l - i7?4j�:�2-2b0'LceU ° t � , __ , �7^� 4': R4i-4595 fax _ �-�a % ,, ± Pro�ect ZIO-215S�09 ` � "� '`'`�-' ' ` . � - -_ � -� ,_.` ' _ _ � � _ '�..i� = 1 ti:nlum...)' �c ti��_ _ � . , , - _ - �.,c� , ° A�[y},�n _ v{` i . , ' `A` h��,��a C1�r9:;37 ,.�� -, - "`k' �.�..�°" _ .I� _,{ s= i 'S.iJ-J41-, �i�! - 1 I *. - ��.� y�� / F �' i�, j `�'�„ '. : '� � ��+,�•�_ i C. ;' �... �*"� " i ; BaSicW"mdSpeedrc:ph �� (3-secor,d gust� _ ___^.- � a' tBC�81RC� Y - - -- - - -- �' . _. _ Stud Buildir.p Oesiun � p�oduct ;Ndih Fastener Fasiener Freme � p Load I•ieduct 'f!uctmess Spacing Neight B K,, � �C� GC,„ pnches; Type Spac;ng TYPe � (feet) �PSF7 Exp 6 Em C exp D K, (mches) p_yg 163 148 13d 63J 0.7 � 85 t 03 n�J 1 O.�s i; 4 0 1a 2Q 163 144 i31 es 7 6� 0.9 1.oa t o es i� a o-ia � 2S 763 140 129 63 7 0 7 0 94 1 12 � 0-85 1 i 4 0.18 0 J92" 30 163 138 i 26 63 i G 7 0 98 1 16 ? 0 85 1 i 4 0? C Face vX4 fi3 7 0.73 1.01 ' 15 + 0 85 1 1 4 D 18 shanxx Nailed 35 159 135 t25 °.liti ,- pg 0222 ND Tt;rough NiOG tu 40 7�6 133 17.3 03 i 076 7A4 7� 1 0.85 1 1 4 0'1& NardtePianF �� X h 5 lo;ig Spruce- - � planh 45 1:�? 132 122 63 7 0 785 1 065 1 2.5 1 0 95 1 i 4 O 18 ; flalv Sldtng �`,eflap i''"e 50 � g� 13C 121 53 7 0 91 '. 09 � 27 1 G 85 1 1 n o 18 � "`�j 55 i 49 129 12p 63 7 0 83 ? 11 ! 25 ; U 85 I �.1 Q 18 60 148 128 1 79 63 7 0 85 i 13 1 31 1 �] ES I 1 4 0 18 1Q0 122 108 102 63 7, 0.99 1 25 1 4a h>b� 1 0 85 1 t.fl O 15 0-15 153 138 126 56 0 C � 0.85 � C3 ttiou t 0 86 1 t: C_ 18 20 7 53 135 123 56.G 0 i 0 5 1 98 1 0 83 1 1 q 0 18 25 153 172 121 56 0 0 7 0 94 1.12 I C 85 1 1 M1 0. 79 0097" �� 30 153 929 118 560 07 098 116 1 0.85 1 7.4 0.1b shank X 2X4 35 149 127 117 560 � 73 1 01 1.'.9 1 Q 85 1 1 4 0 18 � 0 222" HG Natled 1 0 85 1 i.A 0 18 Hc,r-Ae°Ianh�fi 'i/16 9:5 X25"long Through S `P ood S6 AO t46 125 ?16 56.0 076 t0A 1.22 !op edge of ry � 45 144 124 1 14 56 0 0.785 1 055 1.2a5 � G 85 1 t 4 0.1 a galv. Sitling Plar,k Pine-Rr r�p 142 122 71 `s 56 0 o st I 09 727 t o e5 i i a 0 76 nail 55 140 121 ?1? 550 0,&3 11� iZ9 1 0&5 1 1_4 018 60 138 120 112 560 085 1.i3 7.31 1 OES 1 14 018 1� 115 102 95 56A 099 126 t43 h>� 1 085 i 48 �i8 ` 0-15 144 131 115 50. 0 tl 7 0 85 1.03 hsc0 1 0 85 1 1 6 0.18 I 20 144 127 l i 6 50.0 OJ 0.9 7�8 1 0.85 7 1 4 0 18 � 25 144 i 2A 17 4 50 0 0.7 0 94 1.'12 7 0.85 1 1 4 D.18 O C9' 3p iMl 122 112 50,0 0 7 0.98 1 18 i O 85 9 1 A O 18 F.hnd Zx4 shank X Nai4ed 35 141 120 1 � 0 50 0 0 73 1.01 1 19 0.85 1 1 n O 78 0 222" HD Throu h wood 1 S 40 138 118 109 ao 0 0.?5 1 oa 122 � 0.85 1 1 4 0 18 HardieP�anh`J I 5l16 525 X25"!ong 9 Sprucs- top edge of 45 136 117 108 50.0 0 785 1 085 1.20.5 7 0 85 1 1 4 0.' 8 galv. Siding p12n Pine-Fir � �34 115 107 5oA G.et i.o9 t27 y a ss t 1 4 0 18 �� 55 132 114 106 50 0 0 83 i.t'I i.Z9 t 0 s5 t 1 4 0.1a 60 131 113 105 50.0 0 85 t.13 1.31 1 0 tl5 'I 1.4 0.16 700 106 96 90 500 0.99 1.28 143 h>60 1 085 1 1_8 0.18 - 0-15 126 115 10A 38 5 0 7 0.85 1.03 h:60 7 0.85 1 1.4 0.18 20 t26 712 102 38.5 O.i 09 1-08 1 085 1 1.4 0�8 25 126 109 10D 38 5 0) 0.94 1.12 1 0-85 1 1.4 0�2 0.092" Blind 30 126 107 98 38.5 0.7 098 t18 1 Cd5 1 i4 019 shank X 2x4 35 �2q 105 97 38 5 0.73 t01 t 19 � 0 85 1 1.4 0 18 Nailod 0 222" HD WO 16 40 121 104 96 38 5 078 1.04 1 22 1 0.85 1 1.4 6 18 h�ardisPlank� 5116 I ?2 x 1 5 ,. �� Through SPNCe_ ;op edge of 45 719 10.3 95 ?9 5 0 785 1 O65 1245 t �.85 1 1 4 0 18 galv Sidinfl Pins-Fir plank 50 S18 101 °4 38.5 0.87 1 �9 7.27 1 0.85 1 4.a .� nail 55 116 100 93 3a 3 0.83 1 11 1.2s � 0.85 1 � 4 0 18 gp � 1 g � pp JQ 33 5 0 BS 7.13 1.31 1 0.65 1 1 4 0/8 �� 95 gq 7g 385 0.99 1.26 143 h>60 1 0.85 1 18 D.18 0.15 156 142 129 586 0.7 095 1.03 h<_60 'I 0.85 1 t.A 0.18 20 756 138 126 58.6 0.7 0.9 1.08 1 0.85 1 i.-0 0.18 26 156 135 123 58.6 0.7 0.9A 1.12 1 0.85 1 t 4 018 OD92" Fa � 3p 156 132 121 5B 6 07 0.98 1.18 1 0.85 1 i 4 0.18 shank X 2X4 �5 153 130 120 58.6 0J3 1.ot 1.19 1 o.85 1 � 4 0.18 Nailed WeOa D 222" HD 24 40 150 128 118 5B.8 0.78 t.04 122 1 0 85 1 1.4 0.18 Hartl{ePlank� 5/16 5.25 X 25' bng Through SpNCe- plank 45 147 126 117 58.6 0785 t065 1.245 � 0-85 1 1.4 0.18 galv. Siding Pme-Fir nail overlap 50 145 125 116 58.B o.81 1.OS t.z7 1 0 85 7 1.4 55 1A3 124 115 58.6 0.83 1.11 125 1 0.&5 1 1.4 0.18 gp �q2 123 114 SB.6 0.85 1.13 1.31 1 Q85 1 1.4 p.18 100 117 704 98 58 6 0.99 1.28 1.43 h>60 1 0.95 t 1 8 0 78 0-15 143 130 118 49 3 0 7 O.B5 1.03 h584 1 0.85 1'I A 0.78 yp � q3 126 115 49.3 0.7 0 9 1.08 1 0 85 1 1 4 0.18 25 1A3 123 113 49.3 07 0.94 iJ2 1 0.85 1 1.4 O.tB 0 092" Fece 30 143 121 117 49.3 O l 0.98 1 78 � O.B5 � 1 4 0.18 shank X Zx4 35 140 119 110 49.9 073 L01 1.19 1 0 efi 1 1.4 0.18 Nailed Hard�ePlank�? 5l16 6.25 0 22Y HD Through S p� ° �� 24 40 137 117 109 49,3 078 1.04 1.22 1 0 86 1 1.4 0.18 X 2.5' bng piank 45 135 116 107 49.J 0785 1.085 1.245 � 0.88 1 1.4 0.19 galv Siding overlap Pine-F'v � t$3 115 108 48.3 0.81 1.09 t27 1 0.85 1 1.4 0.�6 � 56 131 114 105 4s-3 0.83 1.11 719 1 0.89 1 1,4 018 6(1 130 113 105 49.3 Q.85 1.13 1.31 1 0.86 t 1.4 018 100 1 b7 95 88 a9.3 0.99 1.26 1.43 h>80 1 0.85 t 1.8 0.18 Paga 16 _. �_�,�_212: ,� , s � , , ., ,'. 'r^�15m: r d��r ule ..i � . � _ . . it,: �'n.^,ton €3ea� ..,� n2� � ;�' - i v:% _ i i i �1 Z9.' :?�3(G' ,.eb ' ��ai �n; ,��s ��; . : - , ,� . :.�,��.t fiir r,�_�., � - � � ` '" , . ,i:,.,_ �.,..,_ ..�, �. _ . - � ., -. �P.�r .�. .�.� - ' 4- n i dnn i;p c�� i; -'�� !.` '°�,°, , ,, j, a r ' �i''1 ., �. :i•i _ . _ , . . ,--_��k. _. ' � x. � f3as:c W:nd Sper.�a mph '. ` y L � L'c�eK�r,:ents usec �r. t_aceY¢�1�,S�t#`a p� T.ablei� a ' "3-secend yr,,siV �� -• *�� p � q� �r i lBGC�d� fRG*.� ._._. _._,.__.__ . __ ' _-__ - __ � � i t t1C�c''' � �� i ia Frnd�,�cl i Stud 5utlding �es,qn K . ��, `, ; ; . I : � � � r ` - -- � 4Ndth Fa5[en�:r F�ster.C� Frama : � � ' i i it��ckness � gpacir,a' Heiahl 8 � � ! :) Lao �- � -- -" � I nncnes� Fspa Spacing Tyce : i nches ' rtchesl feet' � jPSF; � �- _�,.___. i G 6cp a Exp C F,xp U '!`.. � I GC GC„ ' 0-15 ?33 121 1�0 •t2.5 0? U eo t 03 h oC � 0 S5 i i.4 p 95 j � 20 133 ? 17 107 d2 5 �"+ 6 S f': Q�S a� v^ &5 i 7 4 0 1� ! � 25 133 115 105 42.5 % 0.9� i i2 � G d5 t t.A G 18 ! 0092" Faer, � 30 133 112 103 4..5 c',7 058 7 ib 1 p85 1 1A Otd sF:ar,k X �'X: - - -- � r;ziie•d � 35 13G 1; '!OZ d2.5 U7's '.Qi � i tu i q,5 1 � 4 i, t�, p 72�' HD +ucc.c . - s?;;m.a�':an�,'� � �� .. , �.. Inro:�ah „ ' -� � '0 128 1 fu3 1^v1 a?5 C76 ?Qv i.22 � - 1"5 t i4 (J,;. � X 2 5" icr:y plan:, op� uce- � f 5- �� ..� �: '.' _ � i i_ 125 .!08 �700 =f25 0.785 �0&5�12a5� oS_°�1 1: ��5� ' �; 21:' Sidii�{7 p �-__.�__ � � �� q'�crlap JD 724 � { 99 42 5� Q.81 1�5 ' -- �;; 0.' � I 1 4 p'.i naii _ , 2� ; � .^.5 122 105 38 J26 0.83 t �t 123 1; C�Rhr1 i 4 p.?3 ' � 80 121 105 97 425 0.85 113 1,31 1 Oft5 1 1d QI:i ! ^�JO ib0 9A 83 42.5 Q99 '12c �43 h+oU 1 O8$ t LS 019 ` C-15 125 113 103 373 4i 0 R5 �.G3 h-r�0 1 t o 85 1 9 a, C I3 � � .' 20 125 110 700 373 0? 0_9 7 G$ � I. � 1 } _ . C .. �&S . 1 14 � 0.',5 ' i I �5 i25 70; 98 3;_3 0_7 oBa � i2 1 1 7�! i.tl5 7 �_a Ota j Q 057.' I i -_� n 7 _ -- _ ��har.k X Hhnd � � 30 125 705 37 3'.3 0? 0.58 t�6� 1 G5: 1 tA 0. i3 Na:le� �5 122 t0A 96 37.3 p.73 1.07 119 1 q85 1; 14 018 ' ! , r �-222" HD wood �� --- '-Ii.� B�j Ihrou�h °'1 40 120 1J� 9A J�'3 C.76 1.Cd t.22 1 f?�S 1 tA G13 � F 1 $� IOt1G $G(U(:b tor ectc7e nf 45 718 101 93 7,'.3 0 765 1.085 12a5 � �J 9: r i.a u t5 � I g3!a Siding pL�nk P�r.v-Fir :i ^ �. I ! t � 11E 10C 92 37.3 O.BS 1 69 7 ;�5 i t 4 ��3 � � i , 55 114 99 92 37 3 0 83 i 1: ' 29 1 �J ti5 �� 1 d G. i'd � 50 113 98 9i 37.3 085 7.13 i31 1 OES 1 14 G.13 100 94 83 78 373 699 i 26 1 d3 h>60 1 pF5 7 i.8 0.18 0-15 !18 1�7 97 33.3 0.7 0.85 i.C3 h*RO 1�85 1 �A 0,1C i 20 118 104 95 33.3 0.7 0.9 1.C8 1 0.85 1 14 018 I i ��, � r 25 118 102 93 33,3 67 0.84 112 1 Q85 1 7 4 0 1fl Bpr;u' � 30 778 99 51 33.3 07 488 1.16 1 p85 1 74 OiR ! shar:k X ?X4 N8i�9�7 i 35 115 98 90 33.3 0.73 i.Ot 1.19 1 �.85 1 1 4 tl 19 0.222" HO wood Harc�ePl2nM.�F� 5�76 925 Thfough � :4 40 113 97 69 33.3 078 1�4 122 1 085 7 14 �18 X 2 5"leng Spruce• ic7p edge of 45 17 1 95 88 33.3 0785 1.OB5 1245 1 J,Bb 1 1 4 0 18 � g�W Sidfng � anF Pine-Fi� nail P � 709 9A 87 33.3 0.81 L09 1 Z7 1 085 1 I 4 018 I ! i 55 508 93 87 31.3 0.83 t17 129 7 085 t t.a 01a � � 60 107 33 86 33.3 0,85 1.13 '1 31 1 O 85 t 1.4 0.18 700 80 78 T4 37.3 0.98 '128 '143 h>6G 1 085 � 18 O.td 0-15 t03 94 85 25J 07 O.BB 1.03 h�Q 1 00.5 1 1,d 0.18 20 103 91 83 25.7 OJ Q.9 1.08 1 � E5 1 7 d 0 18 25 t03 89 82 25.7 67 0,84 112 1 08G 1 14 0 i0 � sh nk X 8 �� d 2x4 ' 30 103 87 BO 25 7 0.7 0.98 t 78 t O B5 � ta o �9 � 0.227'HU Naded �� 3$ 101 f36 J9 25J 0.73 7.01 1.18 'I 085 1 1_4 0.18 Haid:ePianh�� 5l16 12 Through � 24 40 89 85 78 25.7 0.76 t.W 1.22 � oe5 1 1.4 A18 X 2 5" ton9 la ed e o# Spruce- ( i p 9 45 98 84 77 25.7 0.7&5 t.086 1245 1 A.85 1 1.4 0.1$ j galv. Siding lank P�ne-Fir I naii p � 9f 83 77 257 081 t09 1.27 1 08S 1 1.4 0.18 55 95 82 76 23.7 0.93 1.11 1 29 1 0 85 1 i,h Q 18 60 84 81 75 25.7 0,86 1.13 1.3� 1 0.85 1 7.4 O18 100 TB 69 65 Y5J 0_B9 1.28 7.43 h�6� 1 0.85 7 t.a 0.'18 0-15 1 TT 160 146 75. I 0.7 0 85 1.03 h580 1 0 85 � 1 4 0.'I B 20 177 156 142 75.1 0,7 tl.9 1.08 1 086 1 14 tl.18 25 17i 152 140 75.1 . 0.7 Q94 712 1 085 1 7.4 0,18 �'� Face 30 177 149 137 75.1 OJ 0.98 1.70 1 0 8b 1 1.4 tl.1B shenk JC Nailed zx4 35 173 147 135 75. t 0.73 1.01 1.19 1 0.85 1 1.4 0.18 HardiePlanM� 5/16 5 25 0.227' HD firough WO°d 16 qp t70 145 134 75J 0.78 1.04 1.22 7 6.85 1 1.d p,18 X 2" �ong Spn�ce- galv Siding Pla�k Pine-Fir � 467 143 132 TSJ 6.785 1.fl85 1.245 1 0.85 1 1.4 O,1B nail over1ap 50 164 142 131 75.1 0.81 109 127 7 o.eb t 14 0.18 55 162 tq0 130 TS.f 0.83 1.11 129 1 O.B6 1 �.4 0.78 60 160 139 129 75 1 OB5 1 13 1.31 1 0 BS 1 1,4 0.18 100 133 118 UO 75.1 0.98 1.28 1.43 h>60 1 0 B$ 1 1,8 0.18 0-18 162 147 133 63.1 0.� 0.85 1.03 h�0 7 0.85 1'1.4 0.18 20 162 143 13Q BJ. f 0.7 0.9 1.08 7 Q 85 'I 7.4 0.18 0.6s2" 25 182 140 128 B91 0.7 o.sa t.t2 � o.ES � to o.la shank X Face 2X4 � 162 137 126 83.1 0.7 P.98 1.18 t o.a5 t 1.4 0.18 Nailed 35 158 135 124 B9J 0.73 1.Ot 1.18 1 0.88 1 1.4 0.18 HartliePlank� 5It6 625 �' Hd Through WO°d 16 40 155 133 123 63.f 0.78 t.p4 7.22 1 0.85 1 1.4 0�78 X 2" bng plenk Sprucs- galv. Sidfng Plne-Fir � �� 131 121 63.f 0.78b .085 t2d5 1 0,86 1 1.4 0.76 nalf overiaP 50 151 130 120 83.! Q81 1.09 1.2> 1 0.88 1 1,4 0.18 56 149 129 179 89.! 3 t.7t t.29 1 o.8g 1 1.4 G.18 60 147 127 1ffi BS.1 0.B6 1.13 1.31 1 0.@5 1 1.4 D.it 100 7?2 108 101 Q3.1 0.89 1.28 t,�3 b>so 7 O.B5 1 t.e a.18 Page 17 ;ii i irt . - � x : . `K.O� 3r� 4'C�'M2 d^G �cSG�18:85 �'l•. , --. ' ' r i �- "�. ;B�i VVarnerAve�:�2 4�T? rr� ' °"r' i'�:fi'll'C�`; J:l B9&C7: (�P, j_okJ - '+� " - - ' � _ _ r „�.�* t`<<` , - ,�y , r?in�2sz-zeo-��r ,� E„k:- ° �71418u7�d5551ax - - ' - .^ - - prqer.t RIO2159-0�� - "`� ;{11; �-�,,�� ; , ,- f _. ''a �� _ . � .. ..-. -._ c., :l �d: �q I : °.l.:t: �.- ` �' `' � .• _ -� . r i. ..iw[. .i. -. -- '� . , - 1 � .. � : �': t . � - �-�} - _" a � . i': ' -.•.),�, � j {�� Y .: il _ t �fwl . `: f j -� , �Yj _:}� .' n � `', � _ , ��` � y ? � i ` ,,'�'�� . T .�� . `��' � � �''�� Basic Wind Speed mph - � �s- (3-secoRd �u.t? Goefficrents used in Excet Ca��a�[Idr)9 Y'�r�}a�le 7 � . 78C'.�..&` i.�'�Fr u " �� ;"v`:dEh Fastencr Fas;anor Frame Stud . 8uilding G�_� � - Urod,:�; � 7h�ckne>s Spactng Fiefght B G D toad � ! ' � ,�nchesi Type Spaang typa i �' (Vnches) (teSt} (%S�7 E�; 3 E<p C �.p U M-„ � I GG. GC�, i 0-15 150 136 72& 5-0.4 Q 7 0.85 1.D3 tL�6p i C i 1� U 78 2D 150 133 121 Sd S 0 7 Q_9 1 08 ? G a5 1'I 4 C?a � v3 :,. 25 150 130 115 54 4 0 7 0 94 1 12 ', 0 85 k 1 4 0',9 Far, 30 15� 121 ? 1/ >J 4 G i 0 98 t.'15 1 C 35 ' i p s s',snk h 2X-S - _ � 9 Naded �5 fa7 125 '15 Sd.4 p%3 0�2["HO wood t0i t.iv �tl�rg5 i; D?B t:r.:r=P';ai:i�- .i,tF; 7,'.`. Ttr,o:;gn �F ""-'" � - � X 2' IGng Si%{uce- 44 144 123 " �a ;:�t_w o�5 �^a � 22 r, i n 9� i 1 0?a s � �3iv S;d'rg Gi. rine-�rr Q5 142 12[ ' 13 �4 J o 785 1 Co5 I 2�5 � 5' 0 e5 ? a 0?FS � rar � osrr.ap 50 1qD 120 711 Sd �: 0 61 i �9 1 2? !;` 0 3ti 1 t a a ta ( � S5 138 119 i11 5aa ae� �;, izs ;1 oe5 i?.a o�a 60 136 tf8 110 ua pas t!a iai ' i oas i,a oia 100 173 100 94 54..1 0 99 1).6 1 43 h>60 1 0 8F 1; 4 O tA 0-15 1q1 128 115 �i78 0.7 0.85 tU3 hs60 7 0-b5 1 14 018 20 t41 12J 113 d78 O.i C9 70& 1 0.85 7 14 Oib t , 6 ��.' 25 141 1'L2 11; �178 Q7 094 112 ! 7 �35 7 iq 018 shank X, Dbr,d 2Xw 30 141 119 iC�d .=;.s 0.7 c.s8 7.78 ! t 0.�36 1� a 0. is 0222"N� �'laii�ci 35 138 117 10$ ??8 0.?: 7.4? t t@ . 1 � 0.35 i 14 6.l8 �.:ar�ieF%:rn;k:� =.rig a�5 - �'ood 16 40 135 116 1G7 � X 2" iorn 9 '' =7 8 0 7E 1.04 f 22 r � y Spr �r,e- E 1 a ES i 1 4 0?B top e�igc o( 45 133 11A ?05 s7.8 p 785 1.065 1.2d5 ' 1 0.85 1 1� gaEv Siding G � a k Pine-Fir t 0 h8 nz:! 50 131 1 73 105 47 5 o a� � 09 1 27 � �� 0 9° 1 1 a D te 55 129 112 1C4 aZ6 083 t!1 125 �.� 085 1! a 0;8 60 128 111 tCl:i •J78 Ob5 173 1.31 7 O85 i 74 0?8 109 106 94 88 47.9 0,99 1.26 7.A9 h>60 1 0.65 1 18 0.18 0-15 133 "121 110 Q2b OJ 0.85 1.03 h<-60 t 0,85 Y i4 0,78 � } 20 133 ?17 1C% �2.6 07 p.9 1.�9 '� 0.2,5 1 14 0;8 I � 25 133 i 15 105 J26 0 7 294 1.12 Q85 1 l�i 0.i8 J092" giird 2X4 30 133 '12 iQ� 42s a_7 0.98 1.78 0.85 t;4 O.ia ( shank X Nailed - � _�. 0.222" HD y�:oud 35 130 111 10' 42.6 073 1.01 1.19 7 OBS 1 i 4 0�8 HardiePian:,'�• 5116 9 25 Through �6 40 128 109 101 426 0.76 1.Oa t.22 7 0.85 1 i a 0.18 X 7_" long top ed e of SPru�.e palv Siding 9 Pine-fir �5 126 108 t00 42.8 0.785 1 085 1.245 i o.85 1 1 a o.1e natl Piank 50 124 107 99 428 0.81 1,09 1.2,' 7 0.85 1 i a 0.�8 55 122 �O6 98 42.6 0.83 1.71 L29 9 085 7 i.�t 0.18 80 121 105 97 928 0.85 1.13 t31 7 D.t35 1 L4 0.18 l00 10D 89 03 42-6 099 1,28 1.43 h>60 1 �85 1 i,8 0.18 0-15 U7 t06 96 32.9 0.7 � 85 1.03 h560 1 Q85 1 Y A 0 78 i � ZO 117 7 03 94 32.9 G 7 0 9 1.06 1 0 85 1 1 A 0 18 �.��'� 25 11� 1Q'1 92 329 G7 054 1.12 i OAS 1 i-0 Q.18 shank X Bfind 2X4 30 1 il �9 91 32.9 Q7 0.98 1.18 1 0 85 1 1 4 0 16 0222"HD Nailetl WoQd 35 114 97 90 32,9 o73 1,01 1,1g 1 0.85 T 1.4 018 HardiePlankv�s 5l16 12 Through 16 40 712 96 69 A2_9 0.78 104 1.22 7 0.85 1 14 018 X 2" br�g �a ed e pf Spruce- P 9 45 110 95 98 32 9 0.785 1.085 1245 1 q g5 1 1.A 0 18 galv S�ding piank Plna-Fv ned `� 1 �9 94 87 92.9 0 81 1 49 127 � � BS 1 1.4 D.18 55 107 93 86 32.9 0 83 1 11 129 t 0 85 7 t4 0-18 60 �Q6 92 85 32.9 0.85 1.13 1.31 7 D,85 1 L4 0,16 100 88 76 73 32.9 0.89 126 1.�3 h>60 1 O85 1 18 O.iB 0-16 tAq 131 119 50J 0.7 0.85 1.03 hs60 1 0.85 t 1.4 O.tB 2(1 lA4 127 116 50.1 07 0.9 1.08 1 0.85 1'14 0.18 p� 25 144 12d 114 50.7 07 o.B4 1.12 1 0.95 1 �A p.tg shankX Face 2Xa 30 144 122 112 30J 07 0.88 1.16 1 0.85 1 1.4 0_18 Nailed 35 141 120 111 60.7 0.73 � Ot 1.19 1 085 1 1.4 0.18 HartliePiank� 5l1G 52$ 0'2Y2"ND Throu h X 2" bng g g �a, 24 4Q 136 118 109 50 i o 78 1 04 1 22 � o e5 t 1.4 o.te c�a1V. Siding PEank 45 136 117 108 50.1 0.T85 1.095 1.245 1 0 85 7 1 d 0.18 overla P��e-Fir nad P 50 134 116 t07 5o.J 0.81 1.09 1.27 1 0.85 i �.4 0.18 S5 132 115 106 50. J 0 83 1 17 1 29 1 0 85 1 1.4 0.78 60 137 114 105 50.1 0.85 1.13 1.31 1 0.86 i 1.4 0.48 100 706 96 90 50.t 0.99 1.29 7.43 h>80 1 0.85 1 1.B 0.18 0-15 132 120 709 42.1 0.7 0.&5 1.03 h580 1 0.85 1 1,4 0.18 20 132 117 106 42. J 0.7 0.8 1.08 1 0.85 1 1.4 0.1 B �� 25 132 114 105 421 07 09q �.iZ 1 0.85 1 1.4 0.18 Shet�kX Fa � 2X4 � /� 112 103 42.1 0.7 09E 1.7d 1 085 1 t.4 0.18 Na�led 35 129 110 101 42.f 0.73 1.01 i18 � 0.85 7 1.4 0.18 HardieP4ankd4 5118 625 0271'HD Through � 24 q4 �yj �p8 �pp �p.t 0.76 t.U1 1.22 1 0.85 1 7.4 0.18 X 7' bng P�ank sPruce- geN. Siding Pine-Flt �+` 125 t07 99 421 0.785 1.066 1.T46 � 0.85 1 t4 0.18 � overlap 5p 123 106 98 12.1 0.81 1.08 1.27 1 OBS 1'I.A 0.19 55 721 105 87 42.1 Q.83 1.11� 1.28 ? 0.66 1 1.4 0.18 60 120 164 97 <2J 0. 1.73 1.31 1 085 1 1.4 OJS 1�0 99 88 83 azt o.99 1.29 1,43 n>sq 1 oa6 t 1.9 o.�s Page 18 . ..� f'LI .. _ - ,i.c. n I� 'I� .�, ; , _ -i � . -� : '('-�`1 �.1� a_7: �'I�U.� �..i I i ��}) 6�11 -:��1�+5 fclY f:�� RI!)'��c�ci_I��i �:�.f ... e .� ,I , ...i: _._ i� �. �, ;� �. ... .,, .-.7 }.1' Fbes�c VU�rd Spaed n'ph � CoeFhnents �:seC �n �xr.el : alca!auo;+.s t ��r r:�tila ' �eccnd g:. --�lBCE81RCt�,��-- ---- --�-- �-- --� Proa�ct ( -_ _ SIoC: E3utldh�c � Drs.g;: - �- - ; j �� -�� .- � v'Jid",r; 'rasla:iyr 'rasiarer Fr�rne I 1 , i { . ' - :_ I.;c! �(h�cYness � Scaar.w i{e�ghc E3 4 D �o=tl � � t ; inc'r,es t�^cnas; iype Spacm9 TYFe (�rches � ( ) / lFeei'. !PSF'r �p y Exp C i�.p J f K. , Y I' �l. GC. 0-15 t23 111 101 36.3 O l 0 65 1 G3 h fG � D 95 '1 i 4 R iD �0 123 10N 9y 36 3 0 7 0 5 1 08 1 p R5 7 1 a U 78 25 123 1Gf� 97 363 0.7 0E-0 1 �2 1 n85 i� M1 r tII � �� `�� F2ca '0 � Z3 104 95 .'.fi.3 01 fl An 1 18 � i 85 1�! M1 C� 18 aha�k X 'v:i ` ,t . 1 ye � 35 1 ZC 10`L 94 J6.3 CT3 1 4: } 19 ; J afi 1 1 4 C% 18 �= i'S ,. P S '4 ! A� ? 18 701 93 3fi 3 U 76 i C�4 1 2t 1 ; ..� 35 �'. S; C 1A H.�:u��:F. I ; Lb c[ ��, � dliP�s` _ _ _ ;i,�<'��HO rnraw s , g p�� icc:- !- r, -.- I lank d5 '11�i 10C' .�2 3G3 0785 10"e5 245 5 i: n! t� iR I �qu•d ., ding � ;ce �------ --- --- ._._.--� - --------� �.-' -___ - ' - _ . _t - � . i:a�: �v'-`��P 50 i14 58 � 363 081 IC9 _% 1�_� 7� 1.1�v.t8 � 55 112 97 90 -a63 083 ; It ?^9 1 �F5 7 is Ci8 � 00 17' 97 9Q 76.3 O.BS 1 13 1 U eS 1 1 0. 0 I9 100 92 82 7i 36.3 Q99 1 23 ' 43 ,h>60 i � 95' 'I � i 8 0 18 0-15 f 15 104 95 31.9 0 7 O ES 1 03 h550 7 O BS 1 1 A 0 16 � 20 ?15 101 °3 3',9 Oi 09 IQS GF,S 1 i.f 01B I 2$ it$ 99 91 3T9 07 09-0 t72 ';::BS 1 iJ 0.1� 0 os: � I-- i BI:nC � 0 it5 97 89 � 3;_9 c.7 n98 t in t � D�35 t�i.n 0.78 ' shark X ; s:•! I,. . Na�i�d 35 ti3 96 BS �319 0.'r3 f Ot . t iP ?� OGS 1� t.M1 G td f '. f iD ' wc-�� H. rd:ePi:;�k' 1 �, �� c Zc• Threugn ?4 i 40 11D 94 � 87 31 9 0.T6 1 OA 1 22 ': C 85 1 1 . G 18 ; I X �'�:crg Spn;re- � I tep sdgo Gt I 45 709 93 E6 Ji 9 0.785 'I.DG5 1 2A5 1 6 8S 7 1 4 C 18 ' �g2fv Sld`,ng plznk �'in2 Fir ; natl , 50 10I 52 85 di.9 0.8i 1 U9 '. 47 1 �� 85 1 1 q Q 18 ; � 55 106 91 85 31 9 0.83 t{� f:9 t D 65 1 1 1 u i 8 � i i --- --- --- - - -- - -- -- --- - 50 104 91 84 J 7.9 0.85 7.13 7 3I 7 0 85 1 1 4 G. 79 iQQ 86 T7 72 37_9 D 99 1.16 i 43 h-o0 1 085 1 1 8 C 78 0.15 109 99 8Q 28.�1 0.7 0.85 t.G3 hsFO 1 0 tl5 1 i.M1 C.18 i 20 109 °fi 8!' 28,4 0.7 Q6 'I 09 'I 0_65 1 1 A 0.'IB I 25 109 94. 86 28.4 Q7 0.94 11'[ 1 p.85 1 14 018 0 032' Bl:nd 30 109 92 84 �28.4 � 7 0 9b t 16 1 0 85 1 1.4 0 78 shar,k X Na�led � 36 106 90 83 � 28.-1 0.73 1.01 1 i9 1 G.85 1 1.4 0 10 HarrLePi,rk� 5/7E 9 Z5 �-227' 1-!D rn�0ugh wW � 24 q0 104 89 82 28.4 OJ6 t.Q4 1 22 1 0.85 1 1.4 0 18 X 2" long top edge of Spn�ce- q5 103 88 81 28.4 0.785 1.065 7.245 1 n 85 1 1.A 0 78 c�alV Sidift9 P � a k P�ne 50 109 8� 81 2H.J 0.87 ;.09 727 1 085 1 14 618 � nai� I 55 100 86 80 28.4 0.&3 1J1 12fl 1 0.85 7 1.4 0.18 50 99 86 79 28.A 0.85 1.13 1,31 1 0.85 1 1.4 0.1$ ' 100 82 72 6$ 28.4 0.99 ! 20 i 43 h>66 1 0 85 1 1 8 0.78 (Y15 95 87 79 2! 9 0_7 Q_85 1 03 hs5� 7 fl 95 1 1 4 �? 18 2Q 95 &4 77 2f.9 0.7 O.J 108 1 0-85 1 1.4 013 25 95 82 75 21.9 Q.; 0 1.12 1 �.85 1 14 019 `� � Bl;nd 30 95 81 74 2t.9 0.7 0.98 t.16 1 0.85 1 1.a Q t8 shanA X Nailed � 35 93 79 73 21.9 0.73 �Ai 7.16 7 0.85 t I.a 0 18 HardiaPlank:� 5;;6 �Z 0.222"HD Thraugh � 24 AO 92 78 72 2i.9 0.78 1.(M 1.22 1 0.85 1 14 q.i8 r 2" long Spruce- tOp edge of 45 90 7% 72 2i.9 0.785 1.065 1.245 i 0.85 1 1.4 0.18 galv. Sid��9 plank Plne-Fir � 8 76 77 2t9 o 81 7.09 t27 i 0.85 � t 4 6.18 na�l 55 68 76 70 21.9 0.83 i.il t29 1 085 1 74 O.iB 60 67 75 7Q 7.1.9 0.85 1 13 f 31 1 085 1 1 4 0_t8 100 72 64 60 21.9 0.99 1.26 1.43 h>60 1 0,85 1 1.9 0.18 Limita8ons of Uae: ��,,,,` ',1 ��/i 1} Faetaner pullout must 6e evaluated when fnstalled over steel studs or a species of wood studs other than that which �� te�( d. �� /r� 2) In Nigh Velocity Hurricane Zones (HVHZ) instail per Miami-Dade County Florida, NOA 07-0418.04 ,\�� f � r'"',. � � � - 2412 � �.. = -� ,�. ( _ � a'' ST�� O� tr ._ �'.��'�,�j�� '�±RtD�. •�4.t,t�.e �, • • .. . • .� � ��'`'��fA� �� '' � � _ ttpli;k!�ti � � Page 19 M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FI_AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFTT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/OZ/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available far inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-041$.04 °-� F�xpiration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 .Tames Hardie Buildine Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINU (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE l. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on Ol/O1/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04l17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07-0418.04 Eapiration Date: May Ol, 2012 Approval Date: May 31, 2007 E-1 �, � � � � , -^ o U�J W W �� t•�j x Y < .,� Q�Q °a q� � ��,7m j N �j 2' f U. U -.W J W � Q ¢ o N � W p Y �� _ �Q q WZZ � uin� � Z� c7 D�J Z� .p � � Z 7�O QN b JQ.pP O S� F- U � i _" _ p �WU � W amQ` Z � VI� -- ' U �WZ QQ � ' � � ~ z�x °g ` � ° i �i Z ¢�l� . � o�m < s N � `�cw 6 I� � ~ _ -� _ � '" L �� f W � Q= W J W ' g o 0 N+ 6 � Z ZRi �-�_ - +' t W � W ¢ 4J ¢ f- � � o'`a O�lr7+. i QU Q S= =.r ,.� � O +t'cu E�OD 3 WZVjq 3 v � Wo i o vi � a° a aa dpO J a L�,�� . �v�`i� JWF--� °��¢ cdva zvl N °'� + .o �� aa Q`�c�` ��u� � ¢ � v QJ cNV sii zc�u� N¢z 3 a� Z eR Z � ie`o� 4 -Q� pi p � ¢ E� F - F- mh ° W K Vl .. 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OD � � �Fa VI� — — — — — — — — '� ao3� ei u ro _ M � N #N li - U d �� yOOUCYC`rNU q UN;aNYI+'aEC � a �v^.ramdio H O C Y bl N3 2F�OY a�'a Pla n Review: Fort King Colony 1) All work shall be in accordance with 2007 Florida Building Codes, 2008 National Electric Code, Zephyrhills Land Development Code, and City of Zephyrhills Ordinances. 2) Will need contracts on all of the buildings and the clubhouse before permits are released. 3) Tree removal permits required before site work can begin. 4) Construction exits shall be designed to the standards of 7E-29 of the Statewide Urban Design and Specification manual. S) Silt fence will be required around entire site 6) Compaction test will be required. 7) Nothing is to be installed, built or erected in Right of Way without Right of Way use permit. 8) All set-backs shall be met. 9) All A.D.A. requirements shall be met including common areas, parking, sidewalks, and dwelling units. 10) All fire walls, penetrations of fire walls, sprinklers, screw inspections and fire related inspections shall be done by the Fire Marshal. 11} Nothing is to be buried or covered without inspections first. 12) Staggered construction is recommended on this project. Please feel free to contact me with any questions you may have. Kalvin Switzer City of Zephyrhills Building Inspector/Plans Examineer 813-714-0157 kswitzer@ci.zephyrhills.fl.us 6870 VISTA LAGO LP- BUILDING 2- 29,173 SQ. FT - 24 units Building Type III A 1st Floor-100-107/2nd Floor- 200-207/3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ g�,pp OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: a 737.55 PLUMBING: $ 49170 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildin surchar e $ TOTAL E 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: E 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: a 1,750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: j 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 - FIRE $ 6,552.00 5% $ 632.40 TOTAL: E 73,280.40 24 units SUB-TOTAL a 65,264.58 PARK IMPACT FEES S 15,973.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units T I F'S : S 50,976.00 -Pay entire permk fee of 5177,119.22 - 99% $ 50,466.2a "*"*Or 25�0 of TIF at permit pick up and remaining 75% of TIF before Pre meter"*'"* 1 % $ 509.76 (25% TIF Fee)- Z12,744.00 + i65,264.58 =i78,008.58 due at permit pick up TOTAL: $ 177,119.22 (75% TIF Fee) - E38 ,232.00 +Sso ,878.64= 599,110.64 due b4 pre meter Submit by Emaii Print Form 813-780-0020 City of Zephyrhills Permit Application // A `, r - � � -- � 7 ��" ^ Builtling Department /� / y�` / // � � (_ KK ! � c.i .Lj �CJ Date Received " Phone Contact for Permittin -- �� Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number II _ � ll Fee Simple Titleholder Name King Investments, LLC Owner Phone Number Fee Simple 7itleholder Address 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 JOB ADDRESS 8 �s��^�Zephyrhills, FL 33541-2503 LOT # � SUBDIVISION �'� _ �_� 1� �� PARCEL ID# 3-26-21-0010-01400-0000 (OB7AINED FROM PROPERTV TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT 0 SIGN Q MOVE Q DEMOLISN INSTALL REPAIR PROPOSED USE Q SFR � COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � OTHER DESCRIPTION OF WORK z4 unit apartment building (Building Type III) BUILDING SIZE h�2 StOry SQ FOOTAGE 9,173 HEIGHT 36'11 3/4" � BUILDING $/ � VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ � n ij AMP SERVICE � PROGRESS ENERGY � W R E.0 OIDf Q PLUMBING $ � � MECHANICAL $ �� VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS � 30 � FLOOD ZONE AREA �YES �NO BUILDER COMPANY FIfSt FlOfldd, LLC � SIGNATURE � REGISTERED Y/ N FEE CURRENT Y I N Address License# GC1508917 �� ELECTRICIAN � ? Adkins Electric, Inc. � - COMPANY SIGNATURE � � . RE�isrErtEO Y/ N FEE cuRaENr Y/ N Address License # EC000041 1 PLUMBER COMPANY uif Coast Plumbing of Central Florida, Inc. �� SIGNATURE REGIS7ERED Y/ N FEE CURRENT Y/ N Address License # FCO24520 � MECHANICAL � COMPANY ri Air Conditioning IfIC. SIGNATURE RECis7EREO Y/ N FEE CuRRErvi Y/ N Address License# AC1816078 �� OTHER � A /e�// COMPANY ayne Automatic Fire Sprinklers, Inc. �� SIGNATURE � REGISTERED V/ N FEE CURRENT Y J N Address �3226 Cherry Palm Dr, Tampa, 619 L�cense# �+ S�Z� RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms, R-O-W Permit for new construction, Minimum ten (10) working days after submittal date Reqwred onsite, Construction Plans. Stormwater Plans w/ Silt Fence installed, Sanitary Facil�ties & 1 dumpster, Site Work Permit for subdiwsions/large pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms R-O-W Permit for new construction Minimum ten (10) working days after submittal date. Reqwred onsite, Construction Plans. Stormwater Plans w/ Silt Fence installed, Sandary Facilities 8 1 dumpster Sde Work Permrt for all new pro�ects. All commeraal requirements must meet comphance SIGN PERMIT Attach (2) sets of Engineered Plans ""PROPERTY SURVEY required for all NEW construchon. Directions: Fill out apphcahon completely Owner & Contractor sign back of apphcation, notarized If over 52500, a Notice of Commencement is required. (AIC upgrades over 55000) "' Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notanzed letter from owner authonzing same OVER THE COUNTER PERMITTING (Front oi Application Only) Reroofs Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways .needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-&47- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco Counry TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certiTy that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO YQUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWI . WEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM NCEMENT. FLORIDAJURAT( . . OWNER OR AGENT CONTRACTOR ubscribed and �tQ (or affirmed) be(or�e tpis �.� Subscribed and sworn to r d�jefore m this �2G�IQbY 1111QfY� ICY.�1 Y.�j✓l �Q�.�j�� by� I�l/U� Who is/are pe rsonallv kno wn to me or has/have produced ai are Qersonallv koown.r me or has/have produced asiAentification. as identfication. � � � ' Nota Public �Y �� Notary Public Commission No. Comm' sion No. ame otary rype�d�pnnted dr stamped Name of Notary ty�gAy pggted or st � Ff otary Public State of Piorida ��1�NA R. CABEZA , Sfavroufa Kelesidis #� �* MY COMMISSION � DD 632001 � My Commisyion pD9a1785 EXPIRES. April29, 2011 � Fxpires01/18/2014 °'r ° F « np ° Bonded thru Budyet Not�ry Services 6870 VISTA LAGO LP- BUILDING 2- 29,173 SQ. FT - 24 units Building Type III A 1 st Floor-1 0 0-1 0 712nd Floor- 200.20713rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION a 1.303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: S 737.55 PLUMBING: $ 491.70 MECMANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildin surchar e $ TOTAL E 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: $ - N/A IRRIGATION METER $ - N!A FIRE DEPARTMENT FEES � PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE a 6,096.00 FIRE $ 6,552.00 5% a 632.40 TOTAL: S 13,280.40 24 unks SUB-TOTAL $ 65,264.58 PARK IMPACT FEES E 15,913.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: = 44,965.20 24 uni[s 7 I F'S : S 50,976.00 -Pay entire permit fee of 5177,119.22 - 99% $ 50,466.2a ""*"*Or 25°/a of TIF at permk pick up and remaining 75% of TIF before Pre meter"""* 1 % $ 509.76 (25°h TIF Fee} 512,744.00 + 565,264.58 =578,008.56 due at permit pick up TOTAL: $ 177,119.22 (75% TIF Fee) - 538 ,2sz.00 +iso.s�s.54= 5� ,110.64 due b4 pre meter 6870 VISTA LAGO LP- BUILDING 2- 29,173 SQ. FT - 24 units Bullding Type III A 15t Floor-100.107/2nd Floor- 200-207/3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ g�,pp OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET a 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 bufidin surohar e $ 437.60 TOTAL E 5,414.60 SEWER: S 33,768•00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAI: S 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - WA FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE a 6,552.00 5% a 632.40 TOTAL: ; 13,280A0 24 units SUB-TOTAL $ 65,702.18 PARK IMPACT FEES S 15,913.44 24 units SIF•S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: E 44,965.20 24 uniis T I F•S : S 50 976.00 -Pay entire permit fee of 5177,556.82 - 99% $ 50,466.2a """Or 25 of TIF at permit pick up and remaining 75% of TIF before Pre meter"'"'• 1 % $ 509.76 (25% TIF Fee} 572,744.00 + 565,702.18 �578,446.78 due at perrtllt pick up TOTAL: $ 177,556 (75% TIF Fee) - 538,232.00 +560,878.G4� 599,110.64 due b4 pre meter �s; 3� 7ype 3 24 units � p , 7' � d � � 3� � � 3 ��> � a U� �-I�- �. � SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 35.00 DRIVEWAY $ 35.00 BUILDING: $ 3,413.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,987.00 RADON: $ 291.73 TOTAL a 5,278.73 SEWER: $ 33,768.00 $ 1,407.00 WATER: $ 10,768.80 $ 448.70 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: a - PUBLIC SAFETY IMPACT FEES POLICE $ 3,912.00 $ 163.00 FIRE $ 4,200.00 $ 175.00 5% $ 405.60 TOTAL: S 8,517.60 SUB-TOTAL $ 58,333.13 PARK IMPACT FEES S 15,913.44 $ 663.06 SIF'S: $ - $ 1,855.00 100.0% $ 1,855.00 1.0% $ 18.55 TOTAL: a 1,873.55 T i F'S : S 50,976.00 $ 2,124.00 99% $ 50,466.24 1 % $ 509.76 TOTAL: $127,096.12 Z�€�� `�F��ELL� �'�� A�TM��' 69Q7 paioy Road, Zephyrhills, �L 335�d2 �are t;hi�f Kee�h UUiO�i�arris �ias (8� �)180-0�41 F=�x (513)�780-U(?��b FIRE SERVICE USER FEES Occupancy No.: ,� Plan No.: L-s — � Contractor: •rsi ��i� �-r1 f,L�._ Business Name � ..�.e�� /<„ � /' �� Billing Address , � ; �,�. ��'C� Business Address � � L � � - Business Phone No. Billing Phone No.: Business Fax No.. Billing Fax No.. Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � 8 Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C �>� Multi-Family/Commerc�al 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $� pp 4th Re-Inspection $S00 Fire Alarm $50 5th Alarm $1 SO SPRINKLER SYSTEMS (Business closed until LP Gas $SO 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� r��k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 Per syscem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $5p B 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $SO Annual 26 ptus Devices $100 8 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $SO �� Flammabie Application $50 Annual Wet $50 OTHER � Wasfe Tire Storage $5O qnnual �ry $50 Fire WaIllSmoke Wall $15 Perwa�i Generator < KVV $1pp CO2 $SO LP Gas S per tank Generator >30 KW 150 Other $50 Natural Gas $25 per system Bio Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $1 S Pe� ient Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $t00 Annual LP Installation per �ank $50 Fire Suppression $30 Fuel Tank Instalfation $50 System AcCeptance ❑ (Per Tank) $50 8 Exhaust HoodiDuct $30 Natural Gas Installation $SO Re DBL (Pef System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelted less than 24 hours Construction lnsp N/C Emergency Vehicle Aa $50 FALSE ALARM PLANS TOTAL L _ 1 I�ISPECTION TOTAL �� PERMIT TOTAL � l TOTAL I I � Z � � s �.� GRAND TOTAL �t1� i� Comments. ! �ate 7 �' Ins��ctor , �✓ /'�,:0 / ��, Zephyrhills Fire Rescue 6907 Dair_y Road, leph}�rhil)s, f�L 335�2 I�ire Marshal l�us (813) 7b0-0041 Kerry 13arnetl I�a� (813) 780-UU4�4 L:-mail: kbarnett<<�;tire.�ephyrhills.fl.us Plan Review #: 10-105 Project: New Construction Number of Pages: 91 September 17, 2010 I have received and reviewed the revised plans for the construction of the several types of 3-story apartments located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Separate fire alarm plans by the alarm contractor shall be submitted along with cut sheets of all devices and battery calculations to obtain a permit to perform this job. 2. Separate plans by the underground fire line contractor shall be submitted along with cut sheets of all pipe, fittings, and valves, etc... to obtain a permit to perform this job. 3. Separate p(ans shall be submitted by the fire sprinkler contractor along with calculations, cut sheets on all valves, sprinkler heads, pipe, hangers, etc...to obtain a permit to perform this job. 4. Lightweight truss and floor signs are required to be installed on the building at the main door and every ] 00 feet. Sign shall be an "RF" sign and instailed at a height of 4-6 feet to the left of the door. (FAC 69A-60.008) 5. Label all access doors to what they are for any utility, etc... 6. Label attic access door. 7. Label meters in accordance to the apartment number. 8. Units B3 and B4 require a smoke detector outside the master bedroom. 9. Ensure penetrations to any rated floor/ceiling and wall are by a listed method approved by this authority. The listed method shall keep the required rating intact. 10. A fire extinguisher and smoke detector maintenance program shall be developed and kept at the main office to ensure they are being serviced at required times. Inspection Required: ]. Rated walls and floor/ceilings shall have a screw inspection for every layer of 5/8" rated drywall installed as well as an overall final. 2. A penetration inspection will be required. 2 3. Rated wall behind tubs shall be inspected, prior to tub installation. 4. Fire damper inspection required. 5. Other inspections will be conducted with the related trades. 6. Final The contractor will be responsible to set up an inspection chart to record all inspections required, type and date. This record will be kept in the construction trailer. It is recommended that the contractor set up a meeting with this office to go over any concerns just before construction begins. i � KERRY B NET , FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. it is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. [n the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their so(e expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. - ' ;�..,: �,�.,.,�,.,�--�^-.. �'• � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �r� � �� C�� G � Date Received: "3 — �� Site: �.�h � Permit Type: � �(/� � � / � / 3 j . �-� � Approved w/no comments: ❑ Approved w/the below comments: f�1 Denied w/the below comments: ❑ This comment sheet shall be kept with the pernut and/or 1 �ra.-.�-r�.h-� ' SEP t k 20 10 Kalvin Switzer — Plans Examiner Date Co r and/or Homeowner quired when comments are present) : PASC4 COUNTY, FLORIDA � Permit No. Z� Date Permitted � z 7—Z� I 0 Builder Name/Owner NameL"[��Of�Gtd � ( ��, ��!�'� Control # �` y'y� ��-� �� County Parcel No. b �Z�c ' Z � ' � � ( � " � � �"" ��" SubDiv: Address/Location (D 1 d S a , Classificatfon/Type of Us� �( i I�l Z [— TRANSPORTATION IMPACT FEE � Rate: Sq Ft Unit; Z- � Exempt � Yes [] No HaW De.termined impact Fee Amount $�, � ��O ,_ Zone No. T�� SCHOOL IMPACT FEE ` � Account (056) Single-Famify Detached House Amount $' ��` � (057) Mobfle Home (058) Other Residential 123) Collection Fee Exempt [�] Yes [] No How petermined PARKS AND RECR�ATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreatlon Total Zone TOTAL AMOUNT $ C5� G( �•� � Exempt � Yes � No How Determined LIBRARY FEE L.and Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt � Yes � No How Determined Total Amoun��_ RESOURCEFEE ERU TOTALAMOUNT � Prepared By ` C�C Checked By �' NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTIpN PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY q CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrence, but simply recelpt of a copy of this form, placing the building permlt owner o� notice of thls assessment and th9 cond(tlons pf payment for seme. DATE R�CEIVER BY RECEIPT NO DATE BY 06/21/2011 3:35;18 PM —0400 FAXCOM PAGE 3 OF 3 From: 06/21/2011 13:28 #398 P.002/002 _s:., ' . , �. _� .a, � - y - � � Ci#y of Zephyrhills: T��` '� � - Buiiding Department . • �. - ° .,:,:� - - Phone: (813)-780-0020 �; Y � ' � Fax: �: (813)-780-0021 � ;--�- -----------� ---------....--�---- - --- -----�-=:.____---. ._.._.. .....-� � TO: Progress Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � ; DATE: 6/22/11 # OF PAGES: 1 of 2 � � ` Received by: T. Skora _ Time: 3:33 pm � - � , � MESSAGE: Hello my name is Jackie and I have�units that need to be released for � perrnanent power. Could 1 please receive confirmation by your signature and time signed � above this will go in the file showing that this was called into your of�ice for release. � The address is 6980 Vista Lago Lp; Permit # l 1208, 6870 Vista La.go Lp; Permit #1120b, � And house meters. ; ; Thank you ' � ' Jackie ' i � � � , � i � ; 6980 Vista La�o La: Permit # 11208 ; � ; L'nit s � � ; 100 102 101 103 104 106 105 107 ; ; 200 202 201 203 204 206 205 207 ; � 300 342 301 303 304 30b 305 307 � � � ; � , � 6870 Vista La�o Ln: Permit #11206 ; � � Lnits � � 1Q0 10] 1�2 lQ3 104 l05 l06 l07 � � 200 201 202 203 204 205 206 207 � � 300 301 3d2 303 304 305 306 307 � � , � ------------------------------------------ � 06/21/2D11 2:36PM (GMT-04:00) � City of Zephyrhills: Building Department .,�, Phone: (813)-780-0020 Fax: (813)-780-0021 �---------------------------------------------------------------- -, � TO: Progress Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � � � � DATE: 6/22/11 # OF PAGES: 1 of 2 � � � Received by: Time: � � � � � � MESSAGE: Hello my name is Jackie and I have�units that need to be released for � � permanent power. Could I please receive confirmation by your signature and time signed � � above this will go in the file showing that this was called into your office for release. � ; The address is 6980 Vista Lago Lp; Permit # 11208, 6870 Vista Lago Lp; Permit #11206, � � � ; And house meters. ; � , ; Thank you ; � � ; Jackie ; � � ; ; 6980 Vista La�o Lp; Permit # 11208 ; � , ; Unit s � ; 100 102 101 103 104 106 105 107 ; � 200 202 201 203 204 206 205 207 ; � 300 302 301 303 304 306 305 307 ; � � ; � 6870 Vista La�o Lp; Permit #11206 � � � Units � � ; � 100 101 102 103 104 105 106 107 � � 200 201 202 203 204 205 206 207 � � 300 301 302 303 304 305 306 307 � � � , � , -------------------------------------------------------------------- CITY OF ZEPHYRHILLS 5335 - 8TH STREET (8i3)�so-oo20 11207 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11207 Issued: 12/07/2010 Address: 6830 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 1,303,062.00 Total Fees: 177,119.22 Subdivision: FORT KING COLONY Amount Paid: 177,119.22 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: Addr: 1533 SUNSET DR STE 150 Address: °'''' "' ^""�� SBal�llag�-� s - ° MIAMI FL 33143 �� Phone: (305)665-1146 Lic: Phone: (561)242-4814 Work Desc: CONSTRUCT NEW APT BUILDING 24 UNITS TYPE IIIA 29,173 SQ FT .5 7 7.55 • MECHANICAL FEE 344.19 SEWER CONNECTION RESIDEN' 33,768.00 WATER CONNECTION RESIDENI 10,768.80 FIRE PLAN REVIEW FEES 1,750.38 FIRE INSPECTION FEES 720.00 POLICE IMPACT FEE 6,096.00 FIRE IMPACT FEE 6,552.00 PUBLIC SAFETY 5% 632.40 PARK FEES MULTI-FAMILY 15,913.44 SCHOOL IMPACT FEE/UNITS 44,515.55 SCHOOL IMPACT FEE-sfr/ 1% 449.65 TRAFFIC IMPACT F 99° 50,466 TRAFFIC IMPACT FEE 1% 509.76 ��,.. ��-/r � " f l I-1,�� 1 �D ✓ �� ( "4 �'��, � � � � .Q.�C 1/ 2'�! �l' .�'/.,�� ,� � .� M �`�- f� � ` � Y � � - v � f ° � �'` I �.�'�`"' "° �� ' '� V � ( � _ � nx�c� P�esm�-�� ,� I .�� ma� � m� , FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this counry, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before rding your notice of commencement." \ �-� ----� N TORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �:�_;� � �,_ :.,�� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �,�s � �/�� Date Received: �� `� J/ � Site: V� 7 r �-Q'`�� Permit Type: /(/� l� 7 9� �� ,s . 1 � 7 ' L � Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: � �C� .(�� ! �.�� :� �'� ent sheet shall be kept with the pernut or s. . ..a.wL�.�C'' SEP 1 4 201 0 Kalvin Switzer — Plans Examiner Date _. tor and/or Homeowner �� J equired when comments are present) U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants fn: Geotechnical Engineering • Environmental Sciences Construction Materials Testing • Threshold Inspection • PNvate Provider Inspection 9802 Palm River Road • Tampa. FL 33619 • Ph (813) 740-8506 • Fax (813) 740-8706_ May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Building Pad #1 6830 Vista Lago Loop Permit #: 11207 UES Project No. 0810 1000152.0400 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authoriz.ation No. 549/G833 r. ^�M.�,. f � l G L�"�` ` . ar�v1' P.E. �//��,�7d%� Tampa Branch Manager Pr�fessional Engineer Nc. �7233 �' f:,F_N'f'i2A1... F'ER�'i:i;'TTIWii DATE a{?0/��t/1:t �'XM�s i�:�;� �, �1 PA�{CU �UUiVTY, �LUI2XDA . ��:°.. �'A i. t�' i � RAC"i'OR qa Qi.7335 � I�';�tUE OFFIC�a li}� . � W �:CIBEfrT' M11_LF.,� ��CE2F�'Y i�lliMHRx U1�4�i�f3�t1 t3D�'t ��'�01 �W 1�9TH TEFikACkE � p� �� t� a� I�AD� G Y 7'� �'S'C n INLAMI FL �. 15f! 3Ft n GHEGK li 20��#� �p3�-•�b—� i -�-��1 U—U 14�A—{?U4U a�� , x �a� c��r�AC:rnRa c».�r�:::� �i't]'1'Pri_. Ai�ItaIJNT 3 �i8� .�2 C:G:N7 CClMF�lY A�C:�?U�t'�f C:F_'N'TER FN�iC111NT D��'aCR21'TIC1Plr'!�`�KMT DA'f A Uh/C:f� .t i � �4i�A -� ;.�',b:�00U •-- :G 400. �2 ��af��t� '3fJL�l3 �1l4ST�: F'Ek b4 � � NC:EIVED T�Y w._....._.__.._._...�._..._._.._ �_..__..._.._�._...._....�.__-_____..,. . .�°�� : � !.. � "'f . �.F' : f V.. � a � � NEW CONSTRUCTION- SDIL TREATMENT CERTIFICATE For !he Prevention of Subterranean Ternrites (As required by Florida Building Code (FBC� 104.2.6) Chernical and Corrcentration - �;�"^��E�;� r —" J ��~- Product: fi��ise�.05% (imidacloprid) i•6' � Bora Care 23% (Disodfnm Octaborate Tetrahydrate) (Other Chtmicals: ) Builder Name: ��e ��'Y ° ��' i ` °•�� Permit #: � �,-��' Customer #: � � 8 Address: o�"� °�`°� ` � �� a�. �,._�e� �� ,��«�� Lot �+�:`�°ti a Block � Da�t Time Sq. Feet Linear Ft. Callons Soi! Treafinents � Q ? >+ �' F ��', ` � � � �� Foundation �� °• ! i. � `, i Re-Treatment Driveway, Pads & Patios Pool Deck ' Final Perimeter p►PPlicator: �°1� ° �. r � � � ,.,�� Tri-S Pest Control Service Stute License #: 2008 ' 80Z �T! IYaters Avenue Tampa, Florida 33604 Phone: (813) 936-5850 As per 141.2.6 - If soil chemical bamer method for treatment pre�rntion is used, final exterior treatrrnmt shall be completed prior to final building approval. E * If this notice is for the final eaterior treatment, initial and dute this line -ti�:�: F`��f t� - ' Initial Date Tri,S Pest Control Service 8�2 W Waters Avenue Tampa, Florida 33604-2946 (813) 936-5850 , Addnssinspectedor'I'r+eated: lo��(� ViS'�'__,_� ��., Inspected on for Wood D�roy�ng pr�n;sm� � Dote ' Trested on ��e�5 �� ( for_ (l'l,eclr o!I � � Dnte � a�am,ems) � .�G S� Termites _ Drywood Tecmites _ Wood Bores _ Moistnre Control _ Powder Post Beetle � _ p�� Inspectors Name:_�!�� _ � NEW CONSTRITCTION - SOIL TREATMENT CERTIFICATE For the Preventlon of Subterranean Tenaites (As required 6y Florlda Bnilding Code (FBC)104.2.6) Chemical and Concentration '.�:?� ' .�:, . Product: , �.r.ex3ise .OS% (Imidacloprid) ��' Bora Care 23% (Disodium Octaborate Tetrahydrate) (Other Chemicals• ) Builder Namc: ° . - �` � ^� ^ �.'� � Pernait #: � �/�� Customer #: Address• � � ',s`� . " '��• fi..�:j;�'� ��;�,::.;m �:� :' �`, Lot Block Dau Tfne Sq. Ftet Llstar Ft GaUons Soil Tnstseuus Foundarion Re-Trcatrt�ent Driveway, Pads & Patios Pool Deck - ,« e , a•. ; ` g'�, -,;;�:;`` * Final Perimeter Applicator: ' ��,3 � Tri-S Pest Control Sernice State License #: 2008 802 W. T�'atersAi�enne Tampa, Florida 33604 Plioire: (813) 936-5850 As per 104.2.6 - If soii chcmical barrier rt�ctha) for treatment prevention is used, finai exterior treatment shall bc completcd prior to final building approval. * If this notice is for the tinal exterior treatment, iaitial arrd date tJiis lliie �, . I�ritial Date Tri�' Pest Control Service 802 W. Waters Avenue I11lFORTAIVT Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DO NOT REMOYE Fermagent Notice of Termite Protertion � (as required by Florida Building Code (FBC) 104.2.7) � �� ►S�G. 1.44� �� ' � Address of tr tment or t/Block �/� ��, This structure has been treated for the prevention of subterranean termites by the above named company. An azmual inspection and a renewal of the simual termitc protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. 6830 Vista Lago Lp-Building 1- 29,173 sq. R- 24 units Building type III A 1 st Floor-100-10712nd Floor- 200-20713rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 49170 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildin surcha e $ - TOTAL E 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: E 44,536.80 WATER METER: $ - N!A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL. $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5% $ 632.40 TOTAL: S 13,280.40 24 units SUB-TOTAL $ 65,264.58 PARK IMPACT FEES S 15,913.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units T I F's : S 5o,s76.00 ------Pay entire permit fee of E177,119.22 ---- 99% $ 50,466.24 1 % $ 509.76 ""*Or 25% of TIF at permit pick up and remaining 75% of �IF before pre meter••`• TOTAL $ 177,119 (25% TIF FEE} 512,744.00 + 565,264.58=578,008.58 due at permit pick up (75 °� TIF FEE) - Z38,232.00 +;60,878.64 =s99,110.64 du� b4 pre-meter Submit by Emali Print Form 813-780-0020 City of Zephyrhills Permit Application /// JJJ / �,,, --��""""� Building Department � j�/ /�� y� Date ReCBived Phone Contact for Parmittin u �� ' Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number Fee Simple Titleholder Name King (nve5tm2nts, LLC Owner Phone Number �� Fee Simple Titleholder Address 1409 Tech Boulevard, Suite 1 Tampa, FL 33619 ,loe ADDRESS 830 JgLe�tart�2ephyrhills, FL 33541-2503 � LOT # SUBDIVISION 1__ .... �' �T� �1� -P PARCELID# 3-26-21-0010-01400-0000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT � SIGN � MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FRAME Q STEEL Q OTHER DESCRIPTION OP WORK 4 unit apartment building (Building Type.N� BUILDING SIZE hf22 StOfy�� SQ FOOTAGE 29 �� 73 HEIGHT 6�11 3/4 � � BUILDING $ VALUATION OF TOTAL CONSTRUCTION Q ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.0 Q PLUMBING $ � MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS � 40 �� FLOOD ZONE AREA QYES �NO BUILDER \ 1��, COMPANY FifSt FlOfldd, LLC '�� SIGNATURE t V REGISTERED Y/ N FEE CURRENT Y/ N Addres � � � � License# GC1508917 � ELECTRICIAN • i 4 COMPANY Adkins Electric If1C. �� SIGNATURE •.- ».-- . REGISTERED Y/ N FEE CURRENT Y/ N Address License # EC0000411 PLUMBER COMPANY ulf Coast Plumbing of Central Florida, Inc. � SIGNATURE REGISTERED V/ N FEE CURRENT Y/ N Address T License # FCO24520 �� MECHANICAL I ` COMPANY ri-Tech Air Conditioning, I�C. SIGNATURE �S REGISTERED Y/ N fEE CURRENT Y/ N Address License# AC1816078 �� OTHER ^ � � COMPANY ayne Automatic Fire Sprinklers, Inc. �� SIGNATURE REGISTERED Y/ N � FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Tampa, 619 License# g846600012008 RESIDENTIAL Attach (2) Plot Plans, (2) sets of Bwlding Plans; (1) set of Energy Forms; R-0-W Permd for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sanitary Facilities & 1 dumpster, Site Work Permit for subdrv�sions/large pro�ects COMMERCIAL Attach (3) complete sets of Buildmg Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permd tor new construction. Mimmum ten (10) workmg days after submittal date. Required onsde, Construchon Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facddies & 1 dumpster Site Work Permd for all new projeds All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction Directions: Fill out apphcatwn completely Owner 8 Contractor sign back of application, notarized If over 52500, a Notice of Commencement is required. (A/C upgredes over $5000) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PlotlSurvey/FOOtage) Driveways-Not over Counter if on public roadways .needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco Counry TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): if valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT I certiiy that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Fiood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certity that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OW R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWIC F PROVGMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L D TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F. 1 4� OWNERORAGENT CONTRACTOR � � ubscribed and swo t affirtned) before Jne� tF7is pF Subscri and sworn to �rme ) befor me this � bY IIIICt/11"��CtC�, ��L�(Q—by (2L•K�M�[R is/are personallv known to me or has/have produced O efa �P«�na '� �� to me or has/have produced ' �5 identification as identification. ��/ " / � �-;- '- i�'�� , Notary Pubhc ` Notary Public Commission No. Co ission No. ,�i N me of Notary typed, printed or stamped ° hlot�ry Public State of florlda etPRY P�y, •�� Stavroula Kek:aidis 2•' '- � FABIANA R. CABEZA � � My Commisait�n �pp�y17gy * * MY COMMISSION # DD 632001 ora Expires p1N8l2014 ,, Q EXPIRES: April29, 2011 ° F„� F , oe � Aor,ded Thru Eudget Notary Services 6830 Vista Lago Lp-Building 1- 29,173 sq. ft- 24 units Building type III A 1 st Floor-100-107l2nd Floor- 200-20713rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.OJ DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 49170 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildin surcha� e $ - TOTAL S 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: $ - N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL. $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5% $ 632.40 TOTAL: S 73,280.40 24 units SUB-TOTAL $ 65,264.58 PARK IMPACT FEES S 75,913.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units T I F •S : S so,s7s.00 ------Pay entire permit fee of 5177,119.22 -- 99% $ 50,466.24 1 % $ 509.76 ""'Or 25% of TIF at permit pick up and remaining 75�0 of TIF before pre meter**"'" TOTAL: $ � 77 (25% TIF FEE} 572,744.00 + E65,264.58=578,008.58 due at permit pick up (75 °k TIF FEE) - E38,232.00 + 560,878.64 =E99,110.64 due b4 pre-meter 6830 Vista Lago Lp-Building 1- 29,173 sq. it- 24 units Building type ill A 1st Floor-100-107/2nd Floor- 200-207/ 3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3.403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 49170 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildin aureha e $ 437.60 TOTAL S 5,414.60 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTA TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,086.00 FIRE $ 6,552.00 5% $ 632.40 TOTAL: S 13,280.40 24 units SUB-TOTAL $ 65,702.18 PARK IMPACT FEES S 15,913.44 24 units SIF'S: $ 44,515.55 700.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units T I F •s : S so,s�s.00 —Pay entire permit fee of 5177,556.82 --- 99% $ 50,466.24 1 % $ 509.76 ""'Or 25% of TIF at permit pidc up and remaining 75% of TIF before pre meter"" TOTAL $ � 77 (25% TIF FEE)- E12,744.00 + S65,702.1�578,446.18 due at permit pick up (75 % TIF FEE) - 538,232.00 + 560,878.64 =599,110.64 due b4 pre-meter Type 3A 24 units SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 35.00 DRIVEWAY $ 35.00 BUILDING: $ 3,413.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,987.00 RADON: $ 291.73 TOTAL a 5,278.73 SEWER: $ 33,768.00 $ 1,407.00 WATER: $ 10,768.80 $ 448.70 IRRIGATION: $ - TOTAL: $ 44,536.80 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE $ 3,912.00 $ 163.00 FIRE $ 4,200.00 $ 175.00 5% $ 405.60 TOTAL: S 8,517.60 SUB-TOTAL $ 58,333.13 PARK IMPACT FEES � 15,913.44 $ 663.06 SIF'S: $ - $ 1,855.00 100.0% $ 1,855.00 1.0% $ 18.55 TOTAL: S 1,873.55 T I F'S : S 50,976.00 $ 2,124.00 99% $ 50,466.24 1 % $ 509.76 TOTAL: $127,096.12 �`3 Zephyrhills F'ire Rescue C907 Dairy Road, Geph��rhills, 1� L 335�2 I�ire Marshal [3us (813) 7b0-00�41 Kerry 13�arnett }�a� (H13) 780-U04�4 E:-rnail: kbarnett(i;.fire.�ephyrhills.[l.us Plan Review #: 10-105 Project: New Construction Number of Pages: 91 September 17, 2010 1 have received and reviewed the revised plans for the construction of the several types of 3-story apartments located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. ]. Separate fire alarm plans by the alarm contractor shall be submitted along with cut sheets of all devices and battery calculations to obtain a permit to perform this job. 2. Separate plans by the underground fire line contractor shall be submitted along with cut sheets of all pipe, fittings, and valves, etc... to obtain a permit to perform this job. 3. Separate plans shall be submitted by the fire sprinkler contractor along with calculations, cut sheets on all valves, sprinkler heads, pipe, hangers, etc...to obtain a permit to perform this job. 4. Lightweight truss and floor signs are required to be installed on the building at the main door and every 100 feet. Sign shall be an "RF" sign and installed at a height of 4-6 feet to the left of the door. (FAC 69A-60.008) 5. Label al( access doors to what they are for any utility, etc... 6. Label attic access door. 7. Label meters in accordance to the apartment number. 8. Units B3 and B4 require a smoke detector outside the master bedroom. 9. Ensure penetrations to any rated floor/ceiling and wall are by a listed method approved by this authority. The listed method shal) keep the required rating intact. ] 0. A fire extinguisher and smoke detector maintenance program shall be developed and kept at the main office to ensure they are being serviced at required times. Inspection Required: 1. Rated walls and floor/ceilings shall have a screw inspection for every layer of 5/8" rated drywall installed as well as an overall final. 2. A penetration inspection will be required. 2 3. Rated wall behind tubs shall be inspected, prior to tub installation. 4. Fire damper inspection required. 5. Other inspections will be conducted with the related trades. 6. Final The contractor will be responsible to set up an inspection chart to record all inspections required, type and date. This record will be kept in the construction trailer. It is recommended that the contractor set up a meeting with this office to go over any concerns just before construction begins. c_ KERRY B NET , FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not mtended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are �n complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for tlie contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. �� Z��RFi1L.L� FIR� C�EPAFtTM�NT' 69Q7 pairy Road, Zephyrhills, FL 33542 Fare C;hief Kerrh 1ilfiHiams Bus {8� 3)�80-0041 Fax (8�13)78{�-004�d FIRE SERVICE USER FEES Occupancy No.: _�,� Plan No.: �f1 �" Contractor: // .� �G�� l��— �-�'- Business Name: _,� � Co oh Billing Address: % � � vi � Business Address: ,� 3�� Business Phone No.: Billing Phone No.: Business Fax No.. Billing Fax No.: Contact: Contact. PLAN REVIEW FEES tNSPECTION FEES PERMIT FEE FALSE ALARM FEE r 8 Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C �l'� Multi-Family/Commercial 06 sf 1st Re-inspeCtion N/C Standpipes $50 2nd Alarm N/C J (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� r�„k g,5p STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $5pp FtRE PUMP Acceptance Test $45 �� SyS�em Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $SO B 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annuai Wet $50 OTHER � Waste Tire Storage $SO Annual Dry $50 Fire WaluSmoke Wa11 $1 ��u Generator < KW $100 CO2 $50 LP Gas S per tank Generator >30 KV1/ 150 Other $SO Natural Gas $25 per system BiaHazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 per tent Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual lP Installation per tank $50 Fire SUppreSSion $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natura) Gas Installation $50 Re-inspection DBL (Pe� System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours — 8 Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS T�TAL �� INSPECTION TOTAL L%� `/ pERMIT TOTAL � TOTAL I _ I �J a � /�� ° � GRAND TOTAL �� Comments. Date� Z � / . Insq��ctor ,� / �- Plan Review: Fort King Colony 1_j �Ii w�rk shall be in �ccordance with 2007 Florida Building Codes, �C�O� National Electric Code, Zephyrhills Land Development Code, r�nd City of Zephyrhills Ordinances. ?� ��viil need contracts on all of the buildings and the clubhouse b�fr�re �ermits are released. �) Tree removal permits required before site work can begin. P�� .c�nstruction exits shall be designed to the standards of 7E-29 of rhe Statewide Urban Design and Specification manual. �� i 5ilt fenr.e will be required �round entire site �-�) ��:�mpaction test will be required. �') �vc�thi�g is tc� be installed, built or erected in Right of Way without �?i�r�t �� Way i.�se permit. _�� 1��I1 ��t--hacks shall be met. f�) �;li A .i�.,��1. requirements shall be met including common areas, r�3��rking, sidew�lks, and dwelling units. � C�} {�� F�re walls �enetrations of fire walls, sprinklers, screw �+��s�ections and fire related inspections shall be done by the Fire ��I�rs�i�l. �l_ 1_;� �1�thing is to be k�uried or covered without inspections first. �i_<�?j yt��ggered construction is recommended on this project. Please feel free to contact me with any questions you may have. Kalvin Switzer City of Zephyrhills Building Inspector/Plans Examineer 813-714-0157 kswitzer@ci.zephyrhills.fl.us Florida Building Code Online Page 1 of 2 # _ : � __ � � �.� ; __ _- �s - _' � �� '�` €t _ �, � r �� _,' � _. _ _ Y § �f" � � _. � . - � - _<�� ' 3e1 Fr g - - �'_ - � k�` � = � - � - . _ � d � �° __ � _ 3�' � � d - - � � � --'' �} � - � � � ��_ � _ s� i - '# - t � ��- 3 �' ' - �y - _ . �-� � �� __ � �' L �N F � Y d � R �, v � � a��n.,�,�� , ��s , , #�h_.._= .; ' .�_� . � �'"�� _# LL, -_ ae �� e _ _� ° - � - � - ` "- : - :.. i . c. . Y BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads PublicaUons FBC Staff BCIS Srte Map Links Search '� _ a �' E t� – - � � � Product Approval �� . � USER: Public User t�t;� _ - �+.:�' <<� < � a Produrt Approval Menu > Product or Apphcation Search > Application List > Application Detail -- �',.��',it'�;� _;.i��:V:_ �g:� ��,� �° FL # FL13192 ��`'� �� Application Type New �.� �� .��.��`��- Code Version 2007 � ��5 �_ z ��^,� ��t� � g Application Status Approved � ��_ � Comments "��-� ��. , _ � � � � ' z '" Archived �r ��. ��x:-.`a __._ Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Wails Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date OS/01/2011 Validated By John Southard, P.E. ° Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) ttr► •//�xnxnx� flnri�lah»ilriin�r r,r..l,�.rl,„- �.,,. ,iN „�«., 7....«.,.ti.—.�.l�!��7Vl1__.aT�.a_t_f1/nl_!�._77__�n_ _ rrrs rr., ,,,,,,,,.,,,,,, Flonda Building Code Online Page ? ot� 2 Standard Year ASTM C1186 2002 ASTM E330 ZppZ Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated il/04/2009 Date Pending FBC Approval 11/09/2009 Date Approved 12/09/2009 -------- -- - - - ------ -- -- - - --- - �Summary of Products ; ! FL # � Model, Number or Name Description 13192.1 HardiePlank Lap Siding HardiePlank, Cemplank fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RO II install-cemplank-south pdf Approved for use outside HVHZ: Yes FL13192 RO II Instell-hardie�lank-hzl0.pdf Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc ; Design Pressure: N/A Created by Independent Third Party: No ? Other: For use in HVHZ install in accordance with NOA Evaluation Reports � 07-0418.04. FL13192 RO AE HardiePlank Florida Analysis 11-3. _PDF FL13192 RO AE NOA 07-041804.pdf Created by Independent Third Party: Yes Back Next DCA Administration Department of CommunityAffairs Flo�ida Building Code Online Codes and Sfandards Z555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Fbrida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: � � � � W r1�IfVA ,• E�cut�q ren�rr. }�+v�•��r��..�. �l.+ririn7+.,:1.7:«.� ..«.../«../«« ..«« .�4� .....��.�1.�.......�____/'�TT 7V/1__1T..�_i_/1/ �1L/1"_T T__.�^f _ _'__"__ _TTT -_TTT/ � n ir� rnn�� - ' � �� ,_�-` � �' y �� . .. �- �. `,�t � . _1 � , _��-�...,� �� . � ;#,,�� , :�� - ,��; �� _ ��'i i�- � ., � -. � �-s:, �;��.' ; � � Y P `,; ., _ EFFECTIVE AUGUST 2008 CEDAR SMOOTH � BEADED CEDAR a BEADED SM�OTH = COUNTRY ROUGHSAWN '(i '�. j `i - -{-_ � it - "--! [)! 1�3 - ti - i.,�t4tr' -- s` , t, - — -- -'° _ -- ' -' - .-. � ��' ?.� . i c�� _dL.�'�`�.�`--�� . vS��:..% .` -`- - lj - ';4 �;i/ai� ,! _��. � , :�' , ,.� - �i=1� x�_�_.�_ . ;i� ��''" �H�11�r . _�:��` -Ll��i.la! , -- : - --�=E;FC:��i,�ry�vi_�= :iCzi.�� C�L��iJll.[=�It�C ;w�[�r ,�lt3Jrv�i�THE�'R��i;l;i i�i�J�• 4��E. �= I'��ri�.��- � ��I��l.�=�t:�° Di, ._��`T.`l�lt� I�IaTR�.1� Store flat and keep dry and covered prior to installation. our000RS INDOORS i. Position cutting station so ihat wind will blow dust away from user t Cut only using scae and snap, w shears (manual, elecMc or pneumatic). {nstailing siding wet or saturated and others in working area. 2. Posrfion cultirg stafion in well-ventilated area may result in shrinkage at butt 2 Use one ofthe fdlowing me�hods: oints. Car lanks on ed e. a. eest i. Score antl snap J ry P 9 ii. Shears (manual, electric or pneumatic) - NEVER use a power saw i�oors Protect edges antl corners from b. Better. i. Dusl reducing dreular saw equippetl with a - NEVER use a arcular saw �ade that does not carry the Hardieblade saw blade irademerk breakage. The manufacturer is not Hardieblade� saw blade and HEPAvacuum extrac6on - NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing drc.ular saw with a Hardiebiade saw blade responsiblefordamagecausedby (onlyuseforlowtomoderatecutling) IfYIpfOP2r — �'��J-%? �- Impatant Note: For maximum protedion (bwest respirable dust produclion), the Manufacturer recommends always using "BesC-level cutting methods where feasible. storage and �`. -=�:� �> h2lld�l�g Of ff1B �'° �:'"" NIOSH-approved respirators can be used in conjunction with above cu�ing practices io furfher reduce dust exposures. Additional exposure information is available �; � �-� at www.cemboaNsiding.com to help you detertnine the most appropriate cutting method for your job requrcements. If concem still exists about exposure levels or you p1'OdUCt. � do not corr�ly with the above prac6ces, you should always consult a qualified industrial hygienist a wntad fhe Manufadurerfor further information. - soaeams '��>�'�s�.��. ��t��i'9' • Cempiank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing*. Irregularities in framing and sheathing can mirror through the finished application. • Cemplank�' lap siding can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resisfive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer wiil assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). • Maintain a 1" - 2" clearance between Cemboard products and roofs, decks, paths, steps and driveways (figs. 4 , 5& 6). Figure 1 Doubie Wall Single Waif • Maintain a 1!4" clearance between Cemboard products and horizontal flashing (fig. 7). Construction Construction • Ensure utters have end ca s. Maintain a minimum 1" a between end ca s and sidin Water-resistive barrier let-in bracing 9 P 9 P P 9 �� 24" o.c. max. & tYlm (fig.8). OSB sheathing , • Install kickout flashing at roof-wall junctions (fig. 9). —� • Adjacent finished grade must slope away from the building in accordance with local �� .__ �� building codes - typicaliy a minimum of 6" in the first 10' % • Do not instail Cemboard products, such that they may remain in contact with � standing water. � j I • Cemplank� lap siding must be installed on vertical wail applications only. , • DO NOT use stain on Cemboard products. � � �I�'S1'�L�TICIN: JOINTTHEATMENT* ' (Required for Factory Buik Color Finish, Recommended for Primed product) ' _ ^ i It is not recommended to use caulk at field butt joints. � � stud � �° � - Figure 2 water-resistive � � barrier � -=�- - ° '�.. - - -, �� o�,-iiin;i�.� ° °- oo � n � plank p jointflashing•' 3/g oo = o ° � plank ed�ge ° o o �� o o ° watet-resistive barrier install pianks in o o - o� � modera�e contact � � o x o o� fastener o � j o° o 0 0 0 � Install a 1 114" starter strip to j � o 0 o o o ensure a consistent plank angle Install factory finished edges together at butt joints. ieave a�propdate �ap ne�wee� planks and him, then caulk"' ' If only nailed to sheathing, plank can be a ma�cimum 9-114' wide and must be face nailed at 12" o.c. with 0.09' shank x 0.221" HD x 1.5' Iong corrosion resistant nails. - `*As required by bcal building code "'Apply puik n accordance with cauik manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST CemboarcN produds contaln respl�able aystalpne sll�a, wfiich is known to ihe State oi Calitomia to cause cancer and is considered by IARC and NI0.SH to be a cause of cancer from some occupational sources. BreatMrg excessive artiouds d respkable sNka dust can also cause a dfeaMing arM potentl�y fafal lung disease caNed sticosls, and has been INdced wilh other diseases. Some sWdles s �9est smoking may inaease tl�e risks. Duri�g i�lladon a handling: (t) wak in addoor areas with ample ventilation; (2) use fiber cemeM shears k► adNng or, where not feasble. use a Hardieblade saw blade and dust-reduang dreular saw a�died to a HEPA vacuum; (3) wam odiers m the immediate area; (4) wear a properly-i�ted, NI0.SH-approved dust mask a respirator (e.g. N-95� in accordance with applicaWe govertment reguleHons and manuFacturer �strtw�ons to fwther limit respirable s�ica exposures. During dean-up, use HEPA v�m.s a w� deanup metlwds - never drysweep For furlher infortnadon, refer to our k�n irqbucyp�s and Matarfal Safary Data Sheet availaMe at www.cemboardsiding.com or by pfling 1-877-23�7528. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND IN3TALlAT10N INSTRUCTIONS MAY LEAD TO SEWOUS PERSONAL INJURY OR DEATH. � CEM0802-P1/4 9/08 - ` �:°_ Instatl siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" ciearance At the juncture of the roof and vertical compiiance with local building code clearance �eetw�en between Cemboard products surfaces, flashing and counterFlashing requirements for clearance between the Cemboard products and and decking materia�. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Fiyure s driveways. Provide a 1" - 2" clearance between the St°d water roofin and the bottom ed e of the water-resistive •�.�-� � sidin9 9 g banier �-__� � FigU�e 4 resistive siding and trim. � �, barrier Figu►'e 6 concrete �' I - - i� i deck matenal � r -__ � 1" - 2" foundation � �; .- � 1 '�2' �^_2^ __ � � , _� .;:� �� _ -- - � ` � - - I joist flashing ---- - � ° �,--'C� Cemplanlc� ` =' `� ledge� � i ��6" min. lap siding - -- --- - ---- flashing Figure 9 ;, �i��l� ��.,��: - Maintain a 1(4" clearance Maintain a minimum 1" gap Stepflashing /`, ,, �' Because of the volume of water that can pour between the bottom of between gutter end caps and SeiFadhenng� �� down a sloped roof, one of the most critical '"e"''`�'a flashin Cemboard products siding & trim. �, g detai�s occurs where a roof intersects and horizontal flashing. ` �_� g y � a sidewall. The roof must be flashed with Do not caulk gap Fiqure s �" eavesm�em�8ne step flashing. Where the roof terminates, . ; � ,Y � install a kickout to deflect water away from Fiyure � �� the siding. r- siding It is best to install a self membrane Do not ua gap sidin �" ousewrap on the wall before the subfascia and trim Caulk � 9 `_ boards are nailed in place, and then come - back to install the kickout. ' fla5n��9 _.��, �� -�� fas�;a Figure 9, Kickout Flashing� To prevent water from dumping behind the siding and the end of the roof intersection, install a kickout of sufficient length and gutter and end cap angle to direct the water running down the roof away from the siding. ��TENE� REC�tU1RENf�NT�** Blind Nailing is the preferred method of instaliation for all Face Nai�ing should only be used where required for high wind areas and must not be Cempiank� lap siding products used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steei Framing � Ribbed Wafer-head or equivalent (No. 8 x 1 114" long � Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast° nails or equivalent � ET & F pin or equivalent (010" shank x 0.25" HD x 1-112" long) (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 114" into metal framing. Nails must penetrate minimum 114" into metal framing. OSB minimum 7116" OSB minimum 7116" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)* � 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) 24 „ ___-----►� • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). St°d �- maX. I� stud ��— 24� Figure 10 ___ Figure 11 1 114" min. O.C. max. overla watervresistive Minimum overlap `° P barrier o for Both Face i 1 and Bitnd Nailtng - � i _ _ � °� b�ind nail � _ �,' ! � 314"-1" _ - - " � i o � 1 _ o _� min. 1 1/4' ��r ° face nail 0 ovedap ! } � i i �� i i i water-resistive 1 1/4" min. � water-resistive barrier barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. = The illustratlon (figu►e 9) and assoc;iated lext was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subsaiption information, visit www.jiconfine.com. " When face naBing to OSB, plarYcs must be no greater than 9114" wide and fasteners must be 12' o.c. or less. "' Aiso see General Fastening Requlrements. CEM0802-P2/4 9l08 �:.�?��'�� ._��A_ ��'= _`��°'i�� ? ll��M��:_'. � • Consult applicable code compliance report for correct fasteners type and Fasfeners must be corrosion resistant, galvanized, or stainless steel. p�acement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to ail areas where The manufacturer recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult the manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large botlies of water, or in • Fastener heads should fit snug against siding (no air space) (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and adtl a nail. (fig. B) ;.�� t;�� ?� g� �r=�� • For wood framing, under driven nails shoultl be hit flush to the plank with a Cemboard products can be hand nailed or fastened with a pneumatic hammer (For stee� framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will ,� Countersunk, � � help control the depth the naii is driven. If setting the naii depth proves �� Caulk & difficult, choose a setting that under drives the nail. (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply for installation do not under S APLE to steel framing). Figure A Figure B drive nails =`sA�'�_i��1G �� i i�+lfa For best results use an Elastomeric Joint Sealant DO NOT use stain on Cemboard products. compiying with ASTM C920 Grade NS, Class 25 or Cemboard products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. �°��;`�4?RY �1�1L�" ��L�;R ��i�1�?lLC��Y C�►t��f�G, �°�€��-t�P & L�4M6fdATE • Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Cemplank� lap siding with Factory Built Color technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. • Treat ali other non-factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Buiit Color product dealer ��tt�il"!NG �EM��ARi�`� S1�l�it� AN1� i'R6M PROQU� �°S �11�'H FAC�ORY �UiLT COLC)R TECHNOLC?�Y When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/aikyd base paints on Cemboard products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature :t)V�RAGE CHARTIE87'IMA1`�� (�IJiC�� , Number of 12' planks, does not include waste COVERAGEAREA CEMPLANK�LAP SIDING WIDTH LESS OPENINGS SQ 51/4 6114 7114 7112 8 8114 9114 9112 12 (1 S4 = too sq.ft.) (exposure) 4 5 6 6114 6 314 7 8 8114 10 3l4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 SO 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 G3 47 6 150 120 100 96 89 S6 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 79 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECAGNITION: In accordanca wilh ICC-ES Legacy RepoR NER-405, Cempiank' I� si9ng is teoog�¢ed as a suitable aflemete to I�at apecified In: the gOCp Natlaial Bu9�ng Codel7999, tlie 1997 Staridard Buildk�g Cade, ihe 1997 UNfoim Buildg CotN, Nre 1998 Intemational One-and TwoFaiNy DwelNng Cade, the 2003 kdernatlonal &iding Cade, and y�e Zpa{ Intematior�al Residentlai Code ior One-arid 1Wo- F�Y ��9� ��' �eP �A �� far applkatiai in Ihe idbwing CNy d Los Mgeles Researdi Report Na 2�882. State � Fbride 6sting FLq889� Dade Counry, Fbrida NOA No. 02-0729.02, U.S. Depk of HUD M�a� Rdease 1283c, Texas DapaAment d Insuance Produd Evalua6on EG23, C�y of New Yak MEA 713�3M, and CaMomia DSA PA-019. These davmeMs sfauM also be conwlled fa add itlo n e l i�a m�atlm concem the suNaMHty oi Vds prod��ct fa spedic appicatlons. CEM0802-P3/4 9/08 ' � yp � �JamesHardie Hard�ePlank LapSiding �# � EFFECTIVE APRIL 2009 A`15 i1�L��1i IUIV IitQUIREMEN I S- PRIMED � CULt�f PLU� - PR(1DUC f� Visit vr�,,,.i.i��,e�i�� forthe most recent version. SELECT CEDARMILLo • SMOOTH � COLONIAL SMOOTH� - COLONIAL ROUGHSAWN�• BEADED CEDARMILLo BEADED SMOOTH • STRAI�HT EDGE SHINGLE PLANK i1�POR1APd"t, FAILURE l't7 INSTALL AND FINISH THIS PRODUCT IU AGCGRDh�vi;� Nl! e!� f��'LiCABL� �UIL�71Pl�= ��u�:: A= a; a.;e�.��i�`:: �ietl�L�i� '�Ifi!TfEN APP!_ICATION fNSTRUGTIONS MAY LEAa TO PERS4NAL INJURY aF��i�T Si'ST�M PERFaftNtANCE, `�I�L�TE l,�)� ��t€�_;1:� 1(:F :�Gl. . �'iN� VDfD TNE PRt}DUCT t�NLY WARRANTY. BEF(7RE iNSTALl11T10N� C01V�IRM ?I i;�:� Yii� i1RE USiNia Tt�E CC3RRE�'T HARD(�Z(�Fd�v osVU I�i7CTi�3i'�`j. ?9 tSTALiATIt�N �!� HZ1QrrA PRODUCTS OUTSIQE �1N HZ10rrn LOCATION WILL UGID �UUH WAPFc[`��ITY, TO DE1'ERMINE WHiCH t��i'=�'ICa't3N� �a�� 1�5 TO YOUR LOGATION, VISIT WWW.HARDIEZDNE.COM 3� :;�LL 1-866-�J42-7343 (8fi6 9HARDIE) �iC3�l�GE � HANQLING: � CUITING INSTRUCTIONS Store flat and keep dry and oUr000RS INDOORS coveretl prior to installation. Installing 1 Posi6on cutting station so ihat wind will bbw dust away fran user 1 Cut onry using score and snap, or shears (manual, electric or pneumatic). and others m waking area. 2. Position cutting station � well-ventilatetl area siding wet or saturated may result in 2. Use one of the follaving memods: shrinkage at butt joints. Carry planks a. Best i. score and sn� ii. Shears (manual, electric a pneumatic) - NE4ER use a power saw indoors on edge. Protect edges antl corners b. Better. i. Dust reducing c�cular saw equipped with a - NEUER use a crcular saw biade that does not carry the HardieBlade saw biade trademark from breakage. James Hardie is not HardieBlade� saw blade and FIEPA vacuum e�Aractlon - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing c�cular saw with a HardieBlade saw blade responsiblefor , (onlyusefalowtomoderatecutting) tlamage caused by improper �mportant Note: Fa maximum protecbon powest respirable dust production), James Hardie recommends ahvays using "BesY' level cutting methods where feasible. Stordge 2ntl NIOSH-apprwed respiratas can be used n conjunctan witli ahove cutt�g practices to furiher reduce tlust exposures. Atlditional exposure infamation is available at www.jart�eshardie.com to he� you detamine the most appropriate cutUng method fa your job requiremer�s. If conr,em stili exists about exposure levels or you handl i ng of the product. do not compty wiu, me above prac�ces you should ahvays consuft a qual'rfied industrial hygienist a contact James Hardie fa further in(amation. SU R31 W �;ENERAL REQUIREMEN�"5: • HardiePlank� lap siding can be installed over braced wood or steel studs spacetl a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoitl over-driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulatioNsheathing. E�ra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accortlance with local building code requirements. James Hardie will assume no responsibiliry for water infiltration. James Hardie tloes manufacture HardieWrap'"" Weather Barrier, a non-woven non-pertorated housewrapl, which complies with building code requirements. • When installing James Hardie protlucts all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local builtling piqure 1 Double Wall singie Wall codes - typically a minimum of 6" in the first 10' Construction Construction • Do not install James Hardie protlucts, such that they may remain in contact with standing watec War�-�5�sn�e bame� let-in bracing • HartliePlank lap siding may be installed on flat vertical wall applications only, piywood or 24 o.c. max. • DO NOT use stain on James Hardie� pfOdllC1S. OSB sheathing lNSTALLATION: ,xd� JOINTTREATMENT'` = 3� (Required for CoforPfus� Finish, Recommended fa Primed product) - James Hardie dces not recommend ihe use of caulk at field bufl jants. Figure 2 st d water-resistive bartier ��ini��i' from o�� plank joint flashing" r y8 , � o 0 0� plank edge install planks in o ° � moderate wrdact o 0 o Qa � �'(y2tbr-resistive ° ° barrier ° o o°o ° o 0 o fastener ;'r ; o o o 0 0 � Install a 1 114" st2rter strip to Install factory finished edges together at butt joints. � 0 o ensure a consistent plank angle 'For otherjanting op6ons, refer to local building code a NER 405 0 0 *"As requ'ved by local building code *"Apply caulk in accordance with cauik manufacturers written apphca6on instruclions. i�ve appropriate gap between ' For additional iMormation on Har�ieWrapTM Weather Barrier, consult James Hardie at t-866-4hlardie or www.hardiewrap.com P�nks and Mm, then caulk~• WARNING: AVOID BREATHING SILICA DUST James Hardie° products contaM reapirable cryslaBine si6ca, which is krwwn to fhe Sfate of Califomfa to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupatlonal sources. &eathfng excesshre amoirds of respirade sd�ca dust can also cause a di,gabling and potendaUy fafal lung disease caRed sicos�, and has been Iinked with dher diseases. Sane studiessuggest srtroking may inaease Q�ase risks. Ouring'mstallatbn a handling: (1) vrork in outdoor a�eas wNh ampe ventllatlon; (2) use f�er certreM shears far a�qing a, where not feas�ble, use a HardieBlade'saw Wade and dust{educing circaYar saw atteched to a HEPA vaaum; (3) wam dheB In ihe Mm�diete area; (4) wear a�, NIOSH-apprwed dust mesk or respirator (e.g. N-95) in accadance with applicable gwertment regulalbns arM manufactwer insWctbns lo fuAher Nmit rasprable siNca exposures. During dearwp, use HEPA vawure or wet deanup methods - never dry sweep. For further informatlon, refer to our InstaMetlon fnsWctions and Material Safe Data Sheet ava�able at www.jamashardie.can or by cal�ng t (t - 80a942 -7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCitONS MAY L�AD TO SERIWS PERSONAL INJURY OR DEATH. soowan HS0920-P114 4/09 y ro � :-•,:-+,i;;..,� ,-: At the juncture of the roof and verticai Maintain a 1"- 2° clearance between surfaces, flashin and counterflashin sh Install sidiny and trim protlucts in compliance g g all with local building code requirements for James Hardie products and tlecking be installed per the roofing manufacturer's clearance between the bottom edge of the Maintain a 1" - 2" clearance material. instructions. Provide a 1"- 2" clearance siding and the adjacent finished grade. between James Hardie Figure 5 between the roofing and the bottom edge of products and paths, steps water the siding antl trim. Figure 3 s�ud antl drivewa s. S�d�^g Y resistive water-resistive I barner Figure 6 barrier --- FI UI'0 4 - g _ � --- i. ,,� _ z ., i �� - - - deck material _ �� concrete I � � 2 —_ foundahon I l� �, 1" • 2 � � — � R ' — ao � �oist flash9g � led er HardiePlank�' Flashin a � } 6" min. lap siding FigU�e 9 �, Maintain a 1/4" clearance Maintain a minimum 1"gap � KIGKOUT F�lSNING Slepflashmg / ,�, gecause of the volume of water that can pour down between the bottom of James between gutter end caps and S �'e mbrane 9 � �� ,,� � a sloped roof, one of the most critical flashing Hardie products and horizontal siding & trim. ' tletails occurs where a roof intersects a sidewall. flashing. Do not caulk gap. N Figure 8 ,r°�� The roof must be flashed with step flashing. Where �'�� the roof terminates, instali a kickout to deflect water Figure 7 �" �, � � away from the siding. �np edqe .--- s�d�n9 -ft��`-��. It is best to install a seif-atlhering membrane on the Do not va "gap S�d�n9 wall before the subfascia and trim boards are nailed Caulk + - Ho�szar�yp = in place, and then come back to install the kickout. �� rasc�a Figure 9, Kickout Flashing� To prevent water from dumping behind the siding antl the = nasn��9 - end of the roof intersection, install a"kickouY' of sufficient length and angle to direct the �:::, gulter and end cap water running down the roof away from the siding. FASTENEF� REQUiREMEN�S ** Blind Nailing is the preferred method of installation for all Face Nailing should only be used where required f�r high wind areas HardiePlank� lap siding products and must not be used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0 09" shank x 0.221 " HD x 2" long� • 6d (0.113" shank x 0.267" HD x 2" long) • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) . Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4" long . Ribbed Bugle-heatl or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threatls into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F PanelfasY° nails or equivalent • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) (0 10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" OSB minimum 7116" • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1 75" long) • Sitling nail (0.09" shank x 0.221" HD x 1-1/2" long)' • Ribbed Wafer-head or equivalent {No. 8 x 1 5/8" long x 0.375" HD). scud z4" --�' ��O.C. max. stud 24 �� Figure 10 Figure 11 i va° min. O.C. max. water-resistive Minimum overlap overlap barrier � for Both Face � � � � °� blind nail and Blind Nailing , _ _ - - - " o� � � 3/4"-1" i — � � — � � — i � o � min. 1 1/4" � face nail 0 overlap i } � � -i i i � water-resistive � water-resistive 1 1/4" min. � barrier barrier overlap Laminate sheet to be removed immediatety after installation of each course for ColorPlusm products. : The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGFIT CONSTRUCTION. For subscription information, visit www.jlconline.com. ' When face nailing to OSB, planks must be no greater than 91 /4" wide and fasteners must be 12" o.c. or less. " Also see General Fastening Requirements. HS0920-P2/4 4(09 �/ 10� ! �A��N�NG �F�UI��i�`i�j� i�� • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified tlesign wintl loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of qualiry, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing � Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space) �fig. A 1 James Hartlie"' products near the ocean, large bodies of water, or in . Do not over-tlrive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a naiL (fig. B) ��J�j��,f�� ,'��y;�; • For wood framing, untler tlriven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is tlriven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This wiil help control the Countersunk, � � depth the nail is driven. If setting the nail depth proves difficult, choose a �� Caulk & add nail setting that under drives the nail. (Drive under driven nails snug with a do not under oo Nor smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE �AULKING PAlNTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100% Joint Sealant complying with ASTM C834 Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applietl in accordance with the caulking/sealant refer to paint manufacturers specifications. Back-rolling is recommended if the manufacturer's written instructions orASTM C1193. siding is sprayed. ��L�DRPLUS � TECHNOLOGY GAUL�iNG, TOUCN-UP & �":N!lNATE • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch-up applicator Touch-up paint shouid be used sparingly If large areas require touch-up, replace the damaged area with new HardiePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course • Terminate non-factory cut edges into trim where possible, antl caulk. Color matched caulks are available from your ColorPlus� product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer PAiNTING JAMES HARDiE� SIDING AND TRIM PRODUCTS WITN COLORPLUS� TECHNOLOt�Y When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie° products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature �UVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK` LAP SIDING WIDTH SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 9112 12 (t S4 =10o sq.ft.) (exposure) 4 5 6 6114 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hartlie does not assume responsibility for over or under adering of product. RECOGNITION: In aaardance wtlh H:C-ES Legacy Repod NER-405, Har�ePlar�c' lap siding is recogn¢ed as a suitade aHemate b Mat spedfied'm: Uie BOCA Natanal Building Code11999, fhe 1991 Standard Building Code, Ihe 1997 Un7am BuildYg Code, the 1998 Intemaiional One- and Two-FaNy Dwelling Code, the 2003 Mbmational Building Code, and tlre 20Q3 IMemational Residential Code fw One-and Two- Famiy DweNings. Her6ePlank lap si6g is a�o reaopnized fa applic�On n Me idbwig Cily oi Los Mgeks Res�rch RepoR No. 24862, Sfa� of Fbride LsUng FL#889, Dade County, FbiMa NOA No. 02-0729.02, U.S. Depl of HW Met�ials Release 1283c, Texas DepaMient d Ir�surance Prodrel EvaA�ation EG23, City of New York MEA 22393M, and C�'ifomia 0.SA PA-019. These documents shouW also be consulted fa addili�onal pdormation oonceming ttie �itability of tlbs product for speafic app HS0920-P314 4/09 PROJECT RIO-2159-09 ENGkNEERING EVRLU/�TION REPORT FQR ATTACHlNG JAMES HARDiE� BR�ND �1BER-CEME�"dT LAP SIDING TQ WOOD FRAMED WALLS WITH VARIQUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC 10901 ELM AVENUE FC?NTANA, CA 92337 TABI.� OF CONTENTS PAGE Reference Reports and Results � Purpose af Analysis 2 Ta�le 2a� Calculat�d Design load ( 093" shank x 2 5" long siding nail} 2 Table 2b� Calculated D�sign loed (11 ga roofing naii) � Table 2c. Calculafied Design load (8d ring shank nail} 2 Table 2d� Calculated Design load {$d siding nail) 3 TabMe 2e �aiculated Design load (6d siding nail} 3 Table 2f� Calculated Design load {8d siding nail) 3 Table 2g Calculated Design load (6d siding naii) 4 Table 3 Pressure to be R�sisted for Exposure S 4 Table 4 Pressure to be Resisted far �xposure C 4 Table 5 Pressure to be Resisted for Exposure D � Design Wind Load Procedures 5 Table 7 Maximum Wind 5peed (MPH - 3-sec gust) for Various Hardiplank width and Various Fastener Sizes 6- 19 Limitations of Use �g As product evaluatar, the undersigned certifies that the listed products are in compiiance with the requirements of the 2007 Florida Building Code PREPARED BY. RONALD OGAWA & ASSOCIATES, INC. 5801 WARNER AVENUE, #376 NUNTINGT�N BEACH, CA 92649 \ ��`��r��ii�� ` 714-292-2602 �� 1,, �. /w.��i�'i �"`- •�r 714-847-4595 FAX �� = 41,22 ,� ' * _ �. �^ • SF,��r C�,� �`�, M M � \\k\ � ��h �� r � � ��f�l�p1 '/� v Ronald Ogawa antl Associates, Inc. � 5901 Wzmer Avenue, t?3'6 Huntingfen Be2ch, CP 92fi49 �.714) 292 2602 ce: �?i4)R4�-4595fax F'iu�ecL RIO-7.159-09 .la:res Iiar:Le (_;n,c6it3 F�odur.:y, in� `\, ; 1 i i'� ; ): !; �, ` �n��OtE-�;nAvenue ��,�` � �`�i.� �:: i �titan,a, C.^, 9233 7 �.t, ;' l r a. �.,� t�� f- 1 SOG-942-i'tg3 ,'- . ' �� .,�` � }v ' t V , �� "Y`-: ` : ,�� .'�,k�'� ��a�- �_ -�� , �valuation 5ubject: = ;' { : �� i�� <-�,�'�� -� .� , HardiePlank� Lap Sidina �'`' �;: °`, + t , - � "q �; James Hardie Trade Names: ' ' � � `�' ' �.L. ; IiardiePlar.k�r, CemplanY.i2 ,f ��"�'�'� b - � � ° � � i �: �� • � � ��, � �� Reference Reports: ��i �1 s '� �,�.�;`{g , '�� p � `�i.`�,s;}� ' ' � \` eW� 1) ,nYertek - Wamock Hersey - Author¢ation to 6Aark HardiePiank Lap Siding �f j �� / � '^' f �d F. a �t ;Wa @,, ) Raintech Laborataries. Inc Re ort 10593-96l1395 (AS?M E3301 /��?: , r �+-- � 2 Transverse Load Tosl, 51'I6"'fhicY, by 7 5 inch wiAe HardiePlank Lap Siding instaliod on 2X4 VV-f ir s•rood st.�ds '`�'' � i; i t� �`' �' {`� �� space at 16 inches on center wilh a O.Q93 inch shank 6y � 222 iirch head diameter by 2 5 inch lun g yal✓am�zed sldin y iia,l ,; � 3) Inspection Conr.apts Report IC-1034-BB (ASTM E330� 4 ! ' �ransverse Load Test, 5!'16" ThicV, by 9 5 inch wide HardiePlark Lap Siding installed on ZX4 Hern Rr �voud s4,ds space a[ 16 iriches on center with a Number 1 1 c�z�uge 1 3!4 mch long galuan¢ed rootin� nail 4) Ramtech Laboratories, Inc_ Report 2f4J-07-101C} (ASTM E330) Transverse t oad ?est, 5I16" 7hich. 6y E 25 inch wide MardiePlank �ap Siding inslalled on ZX4 lioue�-Fir-Larch wocd studs space at 16 mches o� centerwith an E1d nn� shank box nail, 0.173 intlt Shank by 0.260 mch head dian�eter by 2 375 inch lon� 5) Ramtech Laboratones, inc f2epod 2149-07 10 (F) {ASTM E330) �rai�sverse Load Tesi, 5l1G' Thick by 8.25 mch wide HardiePlank Lap Siding inslalled on 2XA Ooug-Rr-Larch �aood sWcis space at 16 mches o� center alith a O.G32 mch shank by 0.222 inr.h head diameter by 2 5 inch lr�ng galventzed siding na�l o) Rarrtech Laboratories, Irr RepoR 2`s41-C8-05 (F�STP.1 F330) Transverse Load Test, 5;1G" Thick by 8.25 inch wide HardiePlank Lap Siding installed en 2X4 bcug-�ir-Larch �vocd sWds spar_e at �6 mches on center with a 0 092 inch shank by 0 222 irtch head diameter by 2 inc� Iong �alvan�zed siding nail 7) Ramlecl� Ldboratones, Inc Repurt 21A9-07-10 (F) t%+STM E330) Transverse Load Tesl, 5/16" � hicK by 625 inch mUe f�lardiePlank l.ap Siding installed wi 2X4 Spnice-Pine-Rir woocl studs space at 16 mches on renter wiih a 0 092 �nch shank by 0 222 mch head d�anieter hy 2 5 inch lor�g galvanrzetl 5idmg nail 8} Intertek Testing Servicas, Inc, Report 3166993M@-0Oa (ASTM E330) iransvarse Load Test, 5/� 6" Thick by 825 inch wide NardlePlank Lap Sidin� mstalled on 2X4 Spruce-P�nr.-Fv wooA stuAs space at 16 inches on center with a 0 G92 incA shank hy 0 222 inch head diameter hy 2 inch long gaNanlzed siding riatl R2fPrences: ASCE 7-05 2007 Florida 5wlding Code 20�6 Intemational Building Cad�i 2008 Interna6onal Residential Codz`rJ Rasults: HardiePlank Lap Siding compiies wiN ASTM C i 166. StandarJ Specnc�atlon for Grade I!, Typa A Non-asbesfos Fiber-Cement Flat Sheets. Table t, Results of Transversa Laad 7esting Frame Design Area Thickness SpacinA Fastening Ultimate Load Tnbutary Fastener , Roport Numher Test Agency (in.) lMdth (in ) Frame Type (in ) Method Fastener Type Load (PSP) (PSF} (sq.k ) Load (Ib;) blind nail 0.095" shank X 2X4 wood W- through top 0.222" MD X 2.5" 105'J3-'J6/1395 Ramtech 0.3125 7.5 Fir � b edge of tong gaiv S7dmg �Z 30J 6 833 25.5 plank nail blind nail IG1o34-88 Inspectlon 43t23 gg ZX4wood 16 Utroughtop No.11ga.1-314" 14fi_6 4s.9 1056 516 Concepts Hem-Fir edge of Galv. RoMng nafl pla�k 2X4 wood lece nail Bd ring shank box 2149-07-f 0(C) ftamtech 0.3125 8.25 Doug-Fir- 16 �rough nail, 0.113" shank 296 98.7 0 97 7 90.4 Larch P��nk X 0.260" HO X oveAap 2.375"L 2X4 wood �e nall 0.09F" ahank X 2148-07-10 (E) Remtech 0.3125 8 25 Doug-Fir- � g through 0222" HD X 2.5" 253 84.3 0.917 77 3 Larch plaek fong palv. Sitling oveAap nail 2X4 wood � nail 0.092" shank X 2341-08-06 Ramtech 0.3125 8.25 Doug-Fir- �g ��9h 0.222" HD X 2" �65 55.0 0.9t7 SO.d larch plank long gelv. Siding ovetiap neil 2X4 wood � nall 0.092" shank X 2149-07-1D (F) Ramtech 0.3125 8.25 Sptuce-Pine- 16 ��h 0.222" HD X 2.5" �88 56.0 0.917 51.3 F(re p�enk lorlg gelv. Siding overlap nail � �� faee nall 0.092" shank X 3189a93M10.004 int�rlek 0.3125 8.25 Spruce-pine- 18 �K��h 0.222" HD X Z" �43.4 47.8 0.917 43.8 F plank long palv. Siding overiap neil Page 1 Ronaic: ti�avte aqu r-ssoc:at�s. InC - �9�31 S"dar. ,, vu•tie u'7% ! Iuntingtan �ear h i A v'2E49 (714) 29f 2CO2 cell (714) 847 •1595 fax !'fOJECi: rZI(i-Z I i�� c�)J " Jninc_ Fiard:e t?��ilding Prr,ducts. Inc ;liY:)': Eirnl�.vv��ue P�J �ts.n<3, �.A a?337 ! -};�;t�.a 7, t purposa: fts3s anaVysis is ta determ�ne ttre n7awmum wind �peed ko be resisted by ar assemt�ly of Ha�d�ePlarik Iap sidir:� tasier.e�� t� viood f:aming wifh siding r.alts or rooiinc,� nai;s. 6y propanienin� tha Ui6utary area to each fastener, the tlesign ioad lo e3ch fastener wil� be kept constant By dafn� so, the design load tor various HarnlePlan+ w:dtns and stud spacinys wiii bo determined - faUle la. Galcttlated Design Loads Based on Constant Fastener Load, 0.093" Shank X 25" l siding nail, W-Fir Studs, fastenars concealed (biind nzili Che<<k to� results using 7 5 inch plank values from Report Num4er 10593-9611395. The foilo�viag axam�;e =±��i r;emonstrate the basic analysis: Design Foad = ultimate failure IoadtFOS = 52psf13 = 36.7pst Area inbutary = plank width X{stud spacing/tAJ) = 7 G X(167144j = t�,d33 squo-�re !e2t Fastr.ner load = design laad X tributary area = 30.7 X O.F333 = 25 d pourids Caic�lated desi n Ioacf = fasteoer ioad Eested condition diviqed by are,i :nbular, fur G�e ccr,di6on to be calwiateC -�-- 5lud A�ea Area Desigr NardieP!ank W�dth `ested Spacing Tributary pesign Load Fasiener Stud Spacing 7ruutary t oad �inches} Condition (inches) (sq.fl.) (PSFj Load (ips) (incbes� (sq.lt.) (P5F) S,Z� 18 0.5833 43.81 24 0.8750 2B 21 fi25 1G 0.8944 36.8� 14 7.0417 2$.53 L�5 16 0.8056 31.72 2a 12083 2115 7.5 92 1B 0.893J 30.67 25.56 24 7.2500 20Ad -- {3 16 6.8889 28.75 24 ?.3333 19. t 7 g,z� 16 0.9167 27.88 24 1.3750 18 59 g.2, 16 7.0278 24 86 2A i.54'17 18.58 95 ?6 t0556 24.21 24 :5633 16.14 12 18 1.3333 79.1� 24 2.00CiO 12.78 Ta61e 2b, G81CUlated Design Loads Baaed on Constent Fastener �oad, No. 11 ga. RooFing nail i-314" L, Nem-Fir Studs, iasteners conceaied {blind naiq �heck far results using 9 5 Inch plank values from Report Number IG1634-8$. Design load = uitimate tailure loadlFOS = 146.Bpsi13 = 48.9 psf Afea Inbutary = plank width X{Stud spacing/144) = 9.5 X(181144} = 1.0558 square feet Fastetter Iaad = design Inad X trtbutary area = 48.9 X 1.0566 = 51.6 pouods Calculated desi n load = fastener ioatl testeA condillon diwided b area tributary for the conditlon to be calculated Stud Area NPa Design HardiePlar:k Nfidth Tested Spacing Tributary Design Load fas[ener Stud Spa�ing Tnbutary Load �inches) Condifion (inches) (aq.ft.j (PS�j Load {Ibs) (inches) (sq.f±.) (PSF) 515 16 0.5833 BS.d3 24 0.875� 58.95 625 18 0.8944 �4.28 24 i.0417 R9.82 7.25 18 0.8058 6A.03 24 1.2083 42.89 7 5 16 4.8333 61.96 24 1.2500 Al27 g 16 0.8888 58.03 24 5.3333 38,89 825 i6 O.S187 56.27 24 1.3750 37.51 8.25 18 1.0278 50.19 24 5.5417 33.48 g.6 148.6 16 1.OSS8 48.87 61.58 24 1.5833 32,38 �p 16 1.3333 38.69 24 2.tl�00 25.79 Tabie 2c, Calculated Destgn loads Based on ConsW nt Fastener Load, 8d (2-318"L) ring shank box nail, DFL Studs, tasteners exposed (face naii) Check for resulES asing 625 inch piank valuea ftom RepoR Number 2149-07-10 (C) pesign Ioad = uEtimate failure Ioad/FOS = 296paA3 = 98.7 pst Area tripulary = plank wfdth X(stud spaGngf144) = 8.25 X(16/144) = 0.917 square feet Fasterter load = desfgn load X iri6utary area = 98.7 X 0.817 = 90.4 pounds Calculaled desi n toad = tsstaner toad teated condiNon d(vided b area tributary for fhe condition !n ba calculated SWd Area Atea Des'rgn NardiePlank Width Tesfed Spacing Tnbutary Desipn Load Fastener Stud Spea� Trlbutary toad (inchas) Copdition (inchea) (sq.ftJ (PSF) Load(Ibs Qndies) (sq.ft.) (P3- 5.2 16 0.58 155.05 24 D.B750 103.37 6.25 16 0.6 130.24 24 1.OM117 88.83 7.25 76 0. 058 f12.�8 24 12093 74.85 7.5 18 0,9333 OB.B3 24 1.25�0 72.38 �1{1N111tIl�1� g 16 0.6888 t01.76 24 1.3333 87.83 \ 8.25 288 16 0.8187 9E.67 90.44 24 1.3750 8,78 ��\` GAWq ��!i� �J25 18 1.0278 88.Q0 24 1.5417 58.87 \�\� •• �•., - 9.5 18 1.0556 85.88 24 7.5833 57 72 12 18 1. 87.83 24 2.00Od 45.22 .' � �, �� . : �"�Y�� 'F � bM -��` . r�,�.� � `~�l '� +`°�, �3,..i� . � `� Page2 ' tr,��y�,j§r4��'` '.ri�aid Ogra.,a ard Asso�iatea i� �9Gi 4`,anie'.AYenue. #376 . Hurtr�yton Beach � N JZG49 (�'4 292-260L :<,�� (7 i4; A�l7-d'a9° fax , .� .�IO-��:-C�'; .,.::nu Hn.�!i� ! i: � .r� 'nr ?(,',`J '.r. �. '�ue _ ( r,n��n., ;N � �.Sr I '.�I�,i • {,}.S Ta61e 2d, Calc:uizted Design Laads 6ased on Ccns'tarit Fast�ner Lo�d, Bd sidint� nail (0.09?" �h.�nk), DfL 3tuds fasYe��ets ttxnnsed ((acy a<iHi ..,��ck `r �:�suii» �isinq R�.5 ir:ch piark cat�.�es troni Re{�ort hmtit• � IA.')-07 10 (F.1 i=esf�n !can = iilhnt�".e `ai;ure Ipad!FOS = 253psf,3 =&'4 3 psf A�ea tnbt:tary = plank width X{stud sparin4r14A) = 8 25 X(1E/1 A4) = O.Ji � squar? te�t f'astaner load = design load X tnbutary area = 84.3 X 0 917 = 7? 3 po:vids _ Caiculated desi n load = fastener load tesied condiUon divided b area tri6utary for the condition to be caiculated Stud Area ,4rea Design F',ardiePiank N�fdii� Tested Spachig T'riputar� Desigr Load Fastener St�d Spaang T:abutary Lead �fnehes} Condibon (•nches) (sq_ft.) (PSPi Load (14s1 (inchesl (sq fl.) (PSF) 5 26 16 0.5833 132 52 24 0 8750 88.35 6 25 18 0.6044 111 32 24 i 0417 74 21 7 25 16 ' Q.805ti 95 97 � 24 "_Z083 B3.�J8 7; �!6 0.$333 92.77 24 i 2509 61.84 d a 1 Fi 0.8889 86 97 24 ? 3333 57.98 tl.2b 25� I6 0.9167 84.33 77.3f 24 7.3`!50 56 22 9.25 16 i.0278 7522 24 7.5417 50.14 0.,5 t6 1.0556 73.24 24 t.5833 48.82 �_ 12 �_ 76 1.3333 57 96 }^ 24 � 2.0000 :58.85 Table 2e. Calculated Design loads Based on Constant Fastener Load, 6d siGing naii {0.082" shank), OFL Studs, tastener5 exposed (Tare nail} ��beck Fcr rESCdts using 024 inch plank values from Report Numder 2341-OB-0& Dzsigii loacl = uiLrnate faiiure IaadrF05 = 165psf/3 = 55 psf Nrco tnbutary = pfank vridth X(stutl spaciny�i44i = 8.25 X e/�qqj =�� 917 ,qu �ra feet F astener Inatl = design ioac X tnbutary are�; = 55 G X D 917 = 5�7 4 pounds "ziculaled desipn load = fastenat load tested condition div:ded b area lnbulz3ry ier ttie condition lo br. calc:ilatrd S;�,d Area p.rea besign Hardi, Piank Vvidtt=. � Tested 3paciaq Tnbutary Dr.s�gn Load Fastener � Stud Sp�ac�ng inbutary Load � �inches; Co+:drtion (inches) (sq.fl.} lPSF) Load tibsl t,inchas� isc�.fL) ;PSF) 5 25 16 0.5833 86.43 24 0 8750 57.62 625 76 0.6944 T2.60 24 1.0417 49,ap 7.`L5 - 16 6.8056 62.59 24 1.2083 4112 7.5 1& 0.8333 80-50 24 1.2500 40.33 6 7 6 0.8889 56.72 24 1.3333 37.81 8.25 16b 18 0.9167 55.00 50.42 24 1 3750 36.8� 525 16 1.0278 49.D5 24 t.5417 32.70 9.5 7 6 1.0556 47.76 24 7.5833 31.84 12 16 1.3333 37.81 24 2,OOOD 25.21 Tab�o 2f, Galculated Oesigo Loads Based on ConstanE Fastener Load, Bd stding nail (U.092" shank), SPF $fuds, fasteners exposed ifaca nailJ Chnck (or resulis usfr,g 825 inch plank valuos trom Raport Mumber 2149-07-16 (F) [7asigr. load = uicimate tadure Ioad/FOS = 168psB3 = 56.0 pst Ar��a tributary = plank vi;dth X(stud spacing1144) = 8 25 X(16/144) =�J.S77 squz3re feet Fasrerrer loaa = des�c�n Ioad X trtbutery erea = 56 0 X 0 917 = 51.3 pounds Calculated desi n Ipad = faStenCt IOad testeA c0�di6on divided G area tnGutary for the condition to be calculated � Stud Area � Area Design HardiePlank VvSdth Tested Spacing Tributary Design Load Fastener Stud Spacing T7butary Load Qnr.hes) CondiGon (inches) (sq.ft ) (PSF) �oad (Ibsj (inchasl (sc .ft.) (PSF1 5.25 16 0.5833 88.00 24 0_8750 58,67 625 16 0.88A4 73.92 24 1.0477 q8.28 7,25 16 �.BO58 63.72 24 1.2Q83 42.48 7.5 16 0.8333 61.80 24 1.2 0 41.�7 9 16 0. 8 57 75 2A T.3333 38.50 8.Z5 188 16 0.8'167 58.00 61.33 24 1.3750 37.33 8.25 18 1.0278 49.95 24 1.5417 33.3C1 9.5 16 1, 48. 3 24 1.6833 32.42 72 1G 1.3333 38.b0 24 2.0000 i ��>>//�� ,�.�� Gq W `'>>, \``�� • L'Y�7 � //r/'�i,,,. _ 4� 21 � ' STAT �'� � � � ; '• ,;� r � �� • ��ft�a�`"' • �"'' `'� ., . , ,, � '--,, s - ... �,�,,: ,� ,,,��,� j� N � , Page 3 Rn^aid Or�awa anq As,r.r.i�les. Ir;c 5901 Warner Aver�ua, #37G Hu..;�r,�ton Beac:i. �A 9F�».. , r 7 a; 25,? <5p2 cell ;71J) 647-4595 tax Pratect R i Cl-2 � 5,- ;9 Jurn�as H�rci�a Butl;, ��y P.,�...; , Ir:� lu��l Ci,n G,J?��-u�= (�c f1t7�1:1, ('i\ �LS;il 1 s3QU�942-l343 1'at�le 2�. Caiculated Dt:siqn �oads Basad an Constant Faster,er Load, 6d sidin� nail (0.092" shank), SPF Studs, tasteners expased (far.e nai1; { r„ i�.i ��sulis usinc� 835 inch plank valt�=>s frem Repwt hlumbcr 31 o93t Oesiyi� (o8d = �Iti�r,dte (ailure load;FOS = 143.4ps(13 = 4; .8 {�sf Area V;butary = pfank widlh X(stud spacing1144) = 8 25 X(16/144t = D 917 square feet Fastener load = des�gn Icad X trrbuis�y are� = 47.8 X Q917 = 43.8 pour.ds CalculatCd des+ n load = iasterer Ioad tested condition divided by area tnhatary for tha conditien fa be caludated Stud Area Arca Design !-fardieF�lank Width iested Spacinq Tnbutary t?esign Load fastener Stud Spa:�ng Tribut�ry �oad �inches) Gondition tmches� fsq.ft.) (PSF) Load ttbs} ;mches) ;sq.R.i /PSFl _ 52� 1(i 0.5A33 75.11 2d 6,$750 50.08 �.25 tu OB9d�S 63.10 2A 1.0417 42.D6 in' 0,8056 54.39 ZA 9 2683 36.26 15 0.8333 52.58 2d i Z50G 35 D5 9 16 D.8889 49.29 24 1 3333 32 86 -' 8.2� 143.4 16 0.9167 47.80 b3.82 24 1.3750 31.87 9.25 16 1.Q278 d2 6a 24 1.5417 2H.42 �7 5 16 1.0558 41.51 24 1.5833 27 67 12 1fi 4.3333 32.96 <^4 2.060G 2191 Tabla 3, pressures (RSf�) to be Resisted ai Various LYind Speeds - Wind Exposure Category B, K�t=1, I=7.0 1h4nd S eed (3-sWcond gusEl 85 90 ?00 110 120 130 �40 150 17U Exposura B B B B g y g g p .4ci�i�siment t-1eiqM �ft) factoi 'r. P, e"� , = i7 4 19.5 24.1 29 1 34 ; 4n 7 47 2 54.2 oP3.fi �-15 1 17 4 19 5 24.1 28 1 34.7 40 7 47 2 542 69.e 2D t 17 4 19.5 24.1 29 1 34.7 40 7 47 2 54.2 B�J,� 25 1 17 4 19.5 24.1 29 1 34J A0 7 472 542 69B JO 7 17 4 19.5 24.7 29.1 34.7 4Q.7 47.2 54.2 89.6 35 7 65 16.3 20.5 25.3 30.6 38.4 42.7 C�3.6 56.9 73.1 a0 1.C9 19.0 21 3 28.3 31 7 37.8 A4 4 51 4 59.1 75.9 45 112 1�J.5 21.8 27.0 32.6 38.9 45.6 52.9 S6I 78.D 50 t 16 20.2 22.6 28.0 33.8 40.3 47.2 54.8 62.9 8q.7 55 S 18 20.7 23.2 28.7 34.6 A1 3 48.4 56.2 64.5 82.8 80 t 22 2t.2 23.8 29.4 3S 5 42.3 4�J 7 7.6 Bb.1 4.9 100" Kz= 0.�9 - ;t0.8 34.5 427 51.6 61.4 72.1 83.6 �JB.p f23.3 'FOr hei�ht > 60fl: Kzt=1, Kd-0.85; 1=1, GCp=1 8:GCpi=0.18: R=0-00256'Kz'I(zt'Kd'V^2"i`(GCp�GCp�) Table d, Pressures (PSF) to be Resisted at Various Wind Speeds - Wind 6xposure Category C, Kzt=1,1-1.0 Wind S eed(3-second ust 85 90 100 110 12Q 130 14D 150 17D Ex nsure C C G C C C C C C AdiusUnent Height �tq /acta, 1 P �� = 17 4 19.5 24.7 29,1 347 407 q7.2 54.2 69.6 d-15 1.21 21 1 23.6 29.2 352 42.0 4�J 2 57 7 65,8 &4,2 2n 1 29 22.4 25.2 31 1 37 5 44.8 52.5 80.9 69.9 89.8 25 1.35 23.5 26.3 32.fi 39.3 46.8 54.�J 63,'7 73,2 �4.b 30 1 4 24.4 27.3 33.7 40.7 48.6 57.0 66.1 75.8 97 4 35 1.45 5.2 28,3 34.9 42.2 50.3 59.0 68.4 76.6 100.9 40 1 9 25.9 29.1 35.9 43.4 517 60.6 70.3 80.& 103.7 4S 1.63 26.6 29.8 36.8 44.5 53.1 82.3 72.2 gq,g tpg,g 50 1.58 27 7 30.4 37.6 45.4 54.7 63.5 73.8 84.6 108.8 55 1.59 27J 31.Q 3B.3 46.3 55.2 84.7 75.0 862 S1D.7 1atl' = 1. B 9.2 44.0 54. 85.7 78.2 91.7 t06.4 t22.1 758.3 `Fw helght> 6pft: Kzt=1, Kd=0.85;1=1, GCp=1.8;GCp1=0.76; p- \\\`` iU!//� � �\`�.��.\� UGA1�ji .,`.; � `� ,� ��". E � _ = 4� � _ - .,. - � ; ��'d�.[�: �� " i . '��, , �. 4 c '� �-Q�.�� l �� ryi ��ni�� 4, e '� � Paqe a n �ur�rkyhk�� 1 �ionald nyae•�a ann Asseciates fi `�q01�.✓r:�r,erd�v� #"i;t: iiirikn9i�c� Ha�r.h. �A '�2Fi.� :�?14? 292 2u�2 �r:ll (7?�t) c47�4;95 far: Pro�e� RIO-2;59-Q9 .�n7iles'i;u�iw{.1�.uI�3lryFfirl;l.r.;; !i,: !�:_)f!' � I!n "vCi�:�n - ;. , tLi„i C;�P2_''; i-1fUC'!=t.: i ;¢:3 Ta�le 5, Pn.ssurNS (PSFj !o �e Resisted at Variuus Winri Spee<is - iNind Exposure Categary p, Kzt=1, 1=1.0 €_ � 4Urq 5 eed ;3second gustl �5 `�0 10�3 110 S20 i3G i4U �50 ttil � �......_.__ Exposure D D D D D p p C U . Adjustment - Flei,�hi � l) factoi n ��:r. � 17 4 ,^� 5 24 t 29 � 34 7 AG.7 47 2 Sd 2 69 6 mm 0 1 d7 25.fi 28.7 35.+1 q2.$ 51.0 59.fi 69.4 79.7 i02.3 ?G 1.55 27.0 3Q 2 37 4 45 7 53 8 63.1 73.2 84.0 f Q7.9 25 1 61 28.0 31 4 38.8 46.9 55 9 65.5 76.0 87.3 112.1 `�n 1 6s 28.9 32 4 4a.0 48 3 57.6 67.6 78,4 90,0 115.5 3E 17 25,6 33.2 4L� 4�J5 59.0 69.2 E02 32.1 118.3 40 _ 1?4 30.3 33.9 41.9 5p.6 � �60.4 7Q6 82J 9A.3 127 1 � 4� �_ i'8 3 t 0 u4.7 42 9 5? _8 51 8 i2.4 E4 0 96 5 123.�J 5� � ': i 87 3� 5 35.3 43 R 52.7 62 6� 73 7 85 a 98 1 7 2fi �3 i5 1-84 32.� 35.9 44 3 53 5 83.8 7q.9 86 8 �J9.7 128.1 � 1 6 _ t t0�y' Kz = 1 43 44.5 48.9 87.6 4 5 8$.7 tOC. i 1.8 1 8.6 17s�J "Forheight>50fPKzt-? Kd=�85 i=1 t�Cp=1II;GCpi=01Q.p=0.Q0256'KZ'Kzi"Kd"V^2'I•(GCptGCpi) fahtes ' thraiic�h i are tiased on A5CE 7�(.t± and � orsisten( with th.: 20C-i F�erida Buiidirg :l�de L7esiyr� L'Ji;;d Loa�s EquaUt>n i, q,=Ci i �r7 ;5'K, `K �,'K.'V"I q veloaty pressure al pe,ght z K , velocity pressure eXpos�re coeffioent eo�aluateu at heiyht z K , topagraphic factor li, , svind directronafiry Iaclor V , baslc wind speed (MPH; I , Im¢ortanc�r faUUf Equation 2, p=c.'(C>C„±GC G<:� , produq oF exlemal pressure aor-_Tfic;ent anG g�st-eflact factor GC;�„ , product of inteinal pressure coeffcient and e�usf-etfect factcr p dasigr, pressure (PSF! fur dadaing Substitute ry, fnto Equa6'on 2, P=F 002.`,5'%C_'K So/vlr.g (or V v= iPH� 00258`K I( Table 6 Coeifictents antl Conatants used in Determinin V, Baafc Wlnd S eed MPH J�aecond uat} K, HeigM (ft) Exp B Exp C Exp D K t( I GC GG 0.15 O.i 0.85 1.�3 hs80 1 0.85 S 1.4 0.16 20 0.7 0.9 t.08 1 �� 0.65 . - 1 .. 1.4 0.18 25 0.7 0.94 7.12 1 � 0.85 1 7.4 0.16 30 6.7 0.88 1.16 1 0.85 t 1.4 0,18 35 0.73 1.01 1.19 1 0.85 1 1.4 0.78 40 0.76 1.04 1.22 1 O.SB 1 1.4 0.16 �`��\tl}1{VIIIIIIU/��/`f 45 0.785 1.066 7.245 1 O.BS 1 1.4 0.18 `�\� `, ��'1 �� !� 50 0.8f 1.09 1.27 1 0.85 1 1.A 0.18 �J �i 55 0.83 i.tt 1.29 1 0.85 1 14 0.18 '+� ��,. 80 q.85 1.13 7.3 t 1 0.85 1 1 4 0.18 � i 100 0.99 1.28 7.43 h>80 1 O.BS 1 1.8 U.78 �.� "k ; ('� ' �p ' S�A�E �� .',�,�v= r � � / ,� `.,y /� + ,,,,,��. • ,h ra�� "]�A� ��'� t� S4 , .•` � �� ` V � Page 5 � Ro^�I� Opa�rra and Assac:viec In�� ; i i f i i t i: r; ' 5��5 Vva�r.er,4venu� h�;G . , i R�, � i �\� . „- �i,i I luntin�ior. 8�ach CA �+7649 � _ � �tf � = .-" �1' 232-2E02 ceP . ' A . - , ' .- t i 14 � 84'-q;;95 t� ��` -.f�,;j 6` ^- ` F'�o;ecLRlO-:159-09 � -'-=- = _ p' f Jt t. � _� � : r ^ .; �Yyi��'�$� � ' , - r.�r�,.. i;a�d:. �u,.,i � �o�;,n Ir,� - `� - _ ' C. '.i - + . $� _ _...;f C�a- i�� ;,., -' -.° �9 n;':iana i_ii:,%3 �, � ° - �� --� ou u �: -,- .� � i`' � 1« . . _ ` � 3 E - � } b ' ','':, , �w'� a �,' � -: __ , :.:��' � . � �t ;R 3 '-Y � ' � g .i � �t j Table 7, Maximum Ntmd Speed (MPN 3�second gusty HarciiePlanlc Lap Siding, ASCE 7-p5 Method 2 -�, z w _; „ cj,�' f �,. '�._. �� D s '�`/; ; /{ _ �/ 4'� � _ °. � ' BaSiC �nd Speed mph Cqeffieients used in Excel CaIcul8Nd�39�dr� 1'�bi�7 (3-second gusi} tBC�B iRC� x Piv'duct . Stud Building Oesrgn Vdid;h Fastener !-"astener Frame � � Prod�:;: � lh�c6ness �,��chss; Type � Spacing �eyFz Spacng Height 6 C p ! oad �(inChes� (inches) (fBel) (PSF) c.�p Q ExP C `csP L' ' R,� i" 1 CC 3(_ W � 0-75 735 122 111 �t3 8 0 7 � d5 1 03 L`�'iU q.85 S 1 R 0^8 20 135 119 -.. FG9 a3B 0.% 6.9 ;05 �ii�85 � 1A 0'!8 25 735 tta 1Q7 �3.8 0.; 094 I f`1 � 08r 1 14 �l S7 0 C93" I ( shan4,X ��'� � �� 1?4 105 -�3.E O.i 0,9E 11G 1 I nas i 14 G,7E, D 222" ND Narse ?X4 35 132 112 103 �3.e o 7v 1.oti ��5 � o c.5 � � a o;5 Ha� � 5;th S 2; Thrvuyn ti�wd W� i6 40 129 7 11 iQ2 43.d 0 7�3 � G4 t 22 � o SS i t J U 18 � X 2 5" , ong ln ad, e c` Fv -. c t q�lv Siding � 3 45 127 5�5 iC1 d38 Dl85 i G65 ' 24E ?;„e.. ! F a 0 �3 � E naA P lar: k ;A 125 1�8 iCQ a3.8 D 81 1.09 i 27 � f�� 85 t+, q.iS � 55 124 107 99 d3E 083 1?7 129 S 085 ? 14 Ot+S� ; E6 122 106 9J •f38 085 I'3 '13": ? i 085 1 1 d 0!81 100 101 90 34 43 8 '� 9B 1 28 � 43 h�60 7: 0 85 ' 1 8 i) � 8 � i 0-15 12A 112 102 36.8 0.? 0.95 103 h5G0 1 0.85 � � 4 �,ig j ZO 124 109 � 1Q0 3B 8 0� C 9 1.08 1� 0_85 7 1 4 0 18 I � 25 124 70; 98 36.8 C% 0.94 1.12 7 j 0 85 1 7 4 p 19 3 O.C93' Bbrs1 30 124 1 G5 96 36.8 0 7 � 98 t 18 i' C d5 1 7 4 G 16 i shank X Na!;ed 2X» 35 121 10.3 95 36,8 6 73 1 Cz t 19 F; p eg � 1; 0 18 0 222� N� � Fia�di�Pl3nk� � 5;1�� ;25 Throu�h N�oodNi I6 40 iiS 1Ci 9q 368 076 104 122 t 085 I 1,4 018 X 2.S" lo^.g � h� ea, e o{ Fir gaiv S�ding� P 9 45 117 1C0 93 J68 07E5 1.�+9� i Zi5 ;� 0_A5 ; i 4 t7',& � ' plank 50 115 99 9Y 36 8 0 81 1 09 1 2? (?-' J 85 7?.4 'J i8 I I nd' S5 114 98 9t ;6.8 083 1.17 129 t 085 7 14 0?p � 80 112 97 96 3B.B 085 113 13S t C85 1 �4 0.18 100 93 82 77 3s s a.ss i 2s 1A3 n�c � u x5 1�.e n tn 0-15 115 t0A 95 377 07 085 7.03 D�0 1 �85 ? 14 Oi8 20 115 t01 92 31 7 C 7 0 8 t.d6 ? G 85 i 1 4 0':8 25 115 99 91 31 7 0 7 0.84 1.12 1 0.85 1 1 4 0 78 OA93" glind 30 115 97 89 31.7 6 7 0.98 1.16 1 O 85 1 1 a a ta snank X Nailed 2X4 35 712 96 88 3fJ 0.73 i.01 1.19 1 C a5 1 t4 0 10 Ha�diePlanti'O 5l1F, 7 2S ��22" HD Th{ou h wood W- 16 X 2 5 long g 40 110 94 87 31.7 D.76 1.04 1 22 7 C.85 1 7 4 0 �6 g81V SIdIDg top ad�e of F �r 45 108 93 96 31 T 0 785 LO65 1 245 i S U 85 �;.a 0 16 nad P4ank ' S0 147 92 85 31.7 Dai 1.09 7.21 i oa5 i t.a o.te 55 105 91 85 3t.I o,83 1.11 1.29 1 085 t tq o.ta SO 1 �4 90 84 37 7 0 85 1.13 1.31 1 C.85 1 4 4 0 18 1pC1 86 76 72 31.7 D,99 1.26 1,A3 h>60 1 GC5 1 t8 0?$ 0-15 108 88 89 2?.9 0 7 0.85 1.03 h560 1 0 85 1 t.d 0_'18 20 708 95 ^ 87 27.9 07 0.9 1.06 1 0,85 ± 1 k 0.?8 0.093" 25 108 93 SS 2Z9 0.7 0.94 i 12 ' C+85 1 1 a 0 i8 shankX ��nd 30 108 91 84 27.9 0.7 098 1,16 1 �65 1 14 0.18 0.222" HD NatleU 2X4 35 105 90 83 77.8 0.73 t.ot '1.15 �i 0 BS 1 1 q o_18 MardiePiank� 5/10 $�25 X2.5"long Through woodNJ- 16 40 103 88 82 279 0.76 1,OA 122 1 085 � tq 0�8 gaiv Siding topedgeof Pir 4B 102 87 81 279 �785 1065 1z45 t 685 � 1_A 018 nad PI2nk Sp 1pp g5 �p 2L9 O.s� t.09 t 27 1 0 B5 1 i.4 018 55 99 85 79 27.9 0 s3 1. U 1 29 1 0.85 i 7.4 0. t B 6� 98 85 79 2T-9 0.85 7.13 1.31 1 0.85 7 1.4 0.18 100 81 72 67 27.9 0.99 718 1.43 h>60 7 0.85 1 1.8 0.�8 0.15 102 92 84 24.9 0.� 0.85 1.03 hs80 1 0.85 1 1.4 0.'IB 20 102 90 82 24.9 0.7 D.8 1.08 1 0.85 1 1.4 0.16 ��,. 25 102 88 8(f 24.9 0.7 0.84 1.12 1 0.85 1 1.4 0.'18 shankX 81ind 30 102 86 79 24.9 0.7 0.98 1.16 1 0.85 1 1,4 0.18 0.222" HD Nailed 2X4 35 100 85 �8 24.8 OJ3 t.Ot i_1a 1 0.85 1 1.a O.t9 HardiePiank� 5l16 9 25 X 2.5" Ior�p Through wood 16 40 98 83 77 24.9 0 78 1 04 1.2Z t p,e5 1 1.4 018 galv, Siding top edge of f ir 46 96 82 7B 24.9 0.765 1.065 1 245 1 0.95 1 1.4 0.78 nad P�enk 5p 94 81 75 24.9 0.81 1.09 127 1 0.65 7 t.4 0.18 55 93 87 75 24.9 O.B3 1,11 129 1 0.85 1 14 0.18 60 92 BO 74 24.9 O.B5 1.13 �.3� 1 0.85 1 14 0.18 tOD 76 68 84 24.9 0.89 t28 t 43 h>60 1 0.85 1 7.8 OJB 0-15 89 Bi 7q f9.2 OJ 0.85 1.03 h580 1 0.85 1 1.4 OJB 20 �9 79 72 19.2 0 7 0.9 1.08 1 0.85 1'1 4 0.18 0.093" 25 89 �� 71 18.2 07 O.B4 1.12 � 0.86 1 1.4 0.18 Stlank X 81 � � 75 � 19 2 0.7 0.98 1 16 t o.88 1 1.4 0.19 0.222" HD Natled 2X4 36 87 74 6S t8.2 0.79 t.01 �.t9 1 0.85 1 1.4 0.78 HardiePlanic� 5/16 t2 Through wood W 16 qp 06 73 69 J9T 0.70 1.04 1.22 1 6.85 1 1.4 0.18 X 2.5" lonp top etlpe o[ Fir 46 84 72 87 fD.2 0.786 1.085 1.245 1 O.flS 7 1.4 0.15 galv. $IdNg nai) � �3 l 86 48.2 0_81 1.09 127 1 O,B5 7 1.4 OJ8 82 1 f9.2 Q.83 1.11 1.29 1 Q89 1 1.4 0.1B 81 70 96 1A.2 0.95 1J3 1.31 7 0.8$ 1 1,4 0.18 40�0 67 59 56 f8.2 Q.99 �26 t.q3 h>80 1 6.85 1 1.8 Q18 Pepe 6 .�� . �� .:�:t (Jaa,va and:.ssoc.,�.-;s �, , �.`(� , , , .•Jt v�'amer Avenuz y,lr> ,� ,, ; ��, , , H ir',rgWn Beach t 4 = ., ° �� , � � - 'i4 _v'� _..' ced ' . 34r 459�; (❑ ��, �i�; , a � FIC�?t�.a. � . � � l _ _ _ "g€ �_ . l.�meS titnd�e H�P!;I��r�q Prod:r+c Ir.- - , " , c � „-. ,. �. Aver�._ � � .,� �. � 5�:'' - ,:� , , ,i � 1 ';'�i_ �)• .� i 3 ' ; � '_ ' . t s t,r�}5%.+ . ��, ' ��' � .� k.j v �2SIr, i'�4lf.r.: `:nf-��. t '' - � � � � r r� Coeffrniants �sed ir `r�cQl Caiculati.E�t, F�r 7 9�- , � ( 3-sxord �ust) : _ --- - -- -' - !fiGr iri; � p� - - Pr�'uci � Stua Bufidin9 vrs„n : --- - --� - - - ----r ( - Pro�Jur, b',�tlth f�astenar Fas!enet Rair.a 1 - t Ttuckress ��nches) Type Spaciny Typr� Spaang HeigfN H � D �nad � i �: (inches) (inches i(aet) ,PSF) �,p B Exp C Gxp C k, K� i GC:� c,�_ � 0-i5 11�] 1C'0 91 29,2 0.7 0.85 1.03 h:AO G 95 i t d 0+,� I � 20 � 10 57 89 23.2 _ 0] 0,9 1 08 � i � 85 i 1 4 �) � s 25 1?0 95 87 29.2 p.7 0.94 1.12 ' 7 065 1 i A 0 �II 0 C53' glind 3Q t 10 93 �35 Za 2 a? 0 98 i. 18 ��' tl 85 1 t a 0 i 9 shar,k X Naiied "ZX4 35 108 92 �4 "92 073 1 at � 15 ` v 085 � 71 1 4 0 i3 � 0 222" HD Har�i�rF',�nk�e1 5;15 5 25 Throuyh w.00d iti _� 40 1Q6 9L' 83 2a.2 O i6 1 C4 t 22 �' (; e� t 1 4 O t.9 K 2 5" long �alY SIdIRg top adge of Fir 45 104 BJ �3 ?8.2 C 785 t C55 ? 245 � t n A5 1 1 4 0 18 nail °i��k 50 iv2 pB 82 292 C.91 7_09 12i 1_ 0,85 1].t Ci i6! I f 55 }p± H? n; ,g2 083 111 125 t� r'�n5 1 1-t O,In! 60 100 87 87 292 0.85 1 13 7 31 ? O.EiS 1�7.V O.Iii; 700 83 73 69 .'92 039 126 143 h:ti0 t OES � �8 0!d i Q45 101 92 83 ;A.S pf OB5 ?03 R:P,�� 7,i85 ' i Otu� _�[ '_ _. 20 101 89 A� 245 0,7 09 1OB ! ie5 � 4�?8 25 101 8,' 80 24 5 D 7 D 94 1 12 I i) RS f i 4 0 i� � G93' g4rd 30 101 � 85 78 za 5 0 7 o a0 I+6 1 0 d5 s;; 0 1s � � Q222'hHU Nailed 2X� 35 95 d� 7? :45 0'3 t Ii t tS � pb5 7 t Y 0 t� HJ�diE!'��n'nQ� �+/l � 5 25 7}irougi NOntl W � dQ 97 83 76 74 5 0 i7 1:id 1 22 0 E5 i 1 G 0;8 � X 2 E" lpn� _ . _ � galv Sidinfl top edge cf f u �,5 g; gp 76 7A.5 G.°85 1,935 i-245 D a5 1 1 4 0 18 I p':ank 5p g$ At 75 24.5 081 1 09 t 27 ; ! raii �� 0 BS S t 4 0 t8 I I 55 93 aG 74 2P.5 0.83 7 t 1 1 29 i G.95 t i a 0. i d ` 60 92 7& 7d .d.5 085 L'.3 1 3t i 085 1 �.t D 18' � 100 7E 67 63 74 5 099 1 26 7 43 h>60 1 q 85 1? 8 GJ8 . p-15 94 85 7i 2t2 0.7 0.85 7 03 h F� . t q E5 1 1 A 0 78 i 20 94 83 75 21-2 0 7 0-B t OC 1 0 85 1�I.4 0 78 � 25 �JA 81 7-0 2t2 0-7 0.9G tS2 7 U85 t 7.4 076 snank ri g��nd 30 94 79 73 21 ? � 7 0.98 t 18 �! 0 85 5 1.4 0 16 I 0.222" HC7 Nailetl ?XA 35 92 78 ?2 712 073 7 Ot t_15 7E�5 S' i d 0 tE HordiePlark� 5!16 I 7 25 Througn wood W-� 24 qp gq 7� 7; 21.2 0.76 1 04 t 22 U 55 1 t a 0 18 X 2,5" long tap etl e ot Pu galv Siding 9 � 45 69 78 70 2f.2 D_785 t.085 t z45 0.85 t 1 p 0-ta j r.ad C�ank $Q II7 iS 76 212 0.81 1 C9 12i ^ 085 t i A 0.'d I 55 86 74 68 2i.2 0.83 7.?1 12s i 065 t a o tS 80 85 74 69 2i2 0.85 173 t31 t ues t i.a O.ta 100 70 82 59 273 099 1 2tl 1 43 t�a50 1 085 7 1& 018 0-15 SB 80 ?2 *,86 07 085 103 hSRO � 08S i t d 0;8 � 20 88 78 71 18.6 07 G9 108 �i Od5 1 tA Oid � Q93; ( 25 88 76 09 !8.& 07 0.94 112 ; 1 0.95 1 tA 018 shank!C ( 4linci � 30 88 74 68 f8.6 07 0.98 1 i6 � 1 085 5 t4 01B 0.222" HD Nadetl ZX4 35 86 73 67 fB.6 0 73 1 01 1 19 �, 1 0 85 2 v d 0 78 HardiePlank� 5li6 825 ( Through (wood W 2a q0 84 72 67 f8.6 0.76 1,04 122 1 O85 1� 4 018 � X 2-5" lortq c . g21V Sidln[� �ep edge of ir q$ 83 71 66 ?8.6 p.785 t.O6S 1.245 ' t o E5 1' 4 0 18 � �a�l Glark $p t32 70 65 18.6 0.81 L09 1.27 � 5 085 1 � a o ia 55 81 '7U 65 796 0.93 111 '1.2s t o.EB 1 14 aJ8 60 80 69 64 18.6 0.85 1 13 1.31 1 0,85 1 1 A 0.18 t00 86 59 55 18.6 U.88 1.28 1.43 h>60 7 085 t 1.8 0.78 0.16 192 174 158 88.4 0.7 0.85 1.03 hs60 1 0.85 1 1 d 0.18 20 .... 192 789 154 88.4 0.7 0.9 108 1 0.85 � 14 0.18 25 ��.... 192 186 152 88.4 0.7 Q.94 7 12 � 0 85 t i 4 0 18 NQ � � g8 Slind 30 792 162 149 88.4 0 7 o s8 i �s i o as 7 � a o.�e ��'„ Neiled 2X4 3b 18& 160 147 884 Q.73 i.ai 118 t 085 1 L4 O.SB HardiePiankm 5/16 5.25 Galv �rough wood 16 4b 164 157 145 ee.6 0.�6 L0a 122 i 095 1 t a 0.�8 Roofingnai� topedgeof Hem•Fir q( �g1 465 �qq 88.4 OJ96 1.088 1245 1 O85 1 �4 0.18 pienk 5p 178 154 142 88.4 0.81 1.09 1 27 1 � 85 1 1 4 0.18 55 178 152 141 88.4 0.83 1.11 1.29 1 0.85 1 7.4 018 60 174 151 140 88.4 0.83 1.13 1,37 7 O.BS i'1.4 0.18 100 144 128 120 88.q 0.99 128 7,43 h>60 7 0.85 f t8 6.18 0-15 178 159 145 74.3 0.7 0.85 1.03 h560 1 D.85 T 1.4 0.78 20 176 155 141 74.3 0.7 6.8 1.08 1 0.85 1 t.4 0.18 2:i 176 152 139 T4.3 0.T 0.94 1.12 1 D85 1 7.4 O.iB No. 11 ga. BUnd 30 176 148 136 74.3 0.7 0.88 1.18 1 0.85 t 1.4 0.18 �� Neiled 2X4 36 172 146 135 7�.3 O.Y3 1.01 1J9 i 0.85 1 1.4 0.18 Hardiepiank� 5J16 6.25 ThrouBh wood �6 40 168 144 133 74.3 0,76 t,a4 1.?Z 7 0.85 1 1.4 o.18 GaN. top edpe of Hem-Fir �5 �68 142 132 74.3 0.785 1.085 t2q5 1 0.85 1 1.4 0.18 Rooflng nall plank 50 1$3 141 130 T�.3 0.81 t.OB 1,27 1 0.85 t 7.4 D.18 56 781 1d0 728 T4.3 �.q3 1.11 1.29 1 0,88 1 1.4 0_18 60 1$8 1 128 T(.3 O,d6 1.13 1.31 1 089 1 1.4 D.79 100 192 t17 110 7I.3 0.09 1.1tl 1.43 h>60 t D.85 1 1.A tl.18 Pape 7 . ,: ,,t:;t;: , :�r, P.cn :Id Q av�a dr,� r=>srr�aLc !�r ` _ _ . ` ' ,� y II '�i �� ' �� _. }-.� j y �� s � __ 5:�]? Vier^P: Av��n:,p �t379 ( � Hunhng.on Bea;:l! CA 52F :�� _ - ' _ °+ ? : �, _ - �5� � - ' �'' - i�,� '; 4! 292 2a')? �el! � - - . =1` Sfax � ��, __ - : 'a, "l - Pro�er� RIV :'?59 ��e - �'. ;: . .� - ' � �1�"�!.. �iz _ ' �� a�3 =� ' . _ � ._ i �,,.; .-, a F . .,_ i ' ...# -_"• ' �', " �- - ` ' �{ _� ._�::,.i!A.�- ::.' � f i � �� + t E ,, .{� _ � ¢� : ,t-;:�� s.�._,.� `, . . ,- 4 i ,�cn �;n; r��a . - �`., ;. �:, � � � �`, ' ` , , .. . , ;',a� ,�` t j �, , y .- .� ' `d �� f ' j . � �� ,i ��, � Basi: UVind Specd mph ' �� + v� 5 Coefficients used in ExCe�Yfa� ��t�3t�1� T (3-second gustl � � Y� - � �e� - 18Csi¢tRC¢� K� ` - i Prc<iw_t Stud B�ildir,. -- --��-� - - � W,dth Fastener Faste�er Frema � i � � Produd lhttkr.e=s Jpaang � Heic�ht B C G L�ad i (:nches) (Ind1e51 Ty{Je SpaGing Type (InGheS feel (PSF <�I �� i GC. GC ) ( I ExV 8 L-x.p �^ Exp D � � 0-15 783 i48 134 640 r,_7 085 103 n�.c0 o.s5 7 7.A OtE � 20 i53 144 131 6�1 n a? c.9 ! oa p fl, � t a a ta � � "<5 763 1d1 129 6aU 07 094 112 1 e85 t ta 018 (ilind 30 163 139 t 2? 64 D C 7 0.?E 1 18 r� t ,� BG �^, q n 18 No, 1 1 ga - - 1-_._ � � �314' Na�led 2A4 35 160 iJfi '25 330 D7� 1�' 11^ 7 i r�� 7.3 G?d Fiar�;"p!:in•�-_ { �l;5 �,_�_ G ihtr�ugh 4vo�;d '.fi �:] 157 134 ?ZA 6�7� DJE t0a i22 I ��85 ! 7ti 676 I Ga4v to ed e of Hem-R� � Reofing natl � g GS 154 132 122 3a.0 0 78., t p65 1 245 �1 ; C E5 1 1 A 0 16 p�ank 50 152 137 121 ba o p bt 1 os t 2� � I o 8F, 1 t 4 4 18 � i 55 1�0 13Q 120 64 0 Q 33 1 17 � 29 t �_85 1 i 6 t] 18 50 148 '128 519 540 085 113 137 1' G85 E 1 tl 9:8 100 1[3 1CS 1D2 6A0 09° 126 14:' h>80 1'�8`s `?3 618 0-15 153 139 1 26 S6 3 0 7 O SS 1 03 h�60 �1 i G ES 1 I 4 O 18 20 153 135 423 a6.J r? J.9 t C� ]� 0 95 't + 1 0 1S 25 i�3 132 72f 563 0i 0.9� 172 � OR5 'f 74 0?d �� Bhnd 30 153 77.9 tt9 563 0_' 098 119 '�' G85 '! t�4 O 16 1-a!¢' Naiigr] 2X4 35 150 127 117 563 073 1 0i t in ; GE5 � t A D 18 I+arq;cPlank<: 5;'S H2E :al Th'°ugh w°°cf i6 40 147 12S � 3�S 563 0;6 �oe 722 � cg5 x ia Ci8 Roofing nnll tC? �dge o€ Ner��R; 45 144 720. 715 a6 J 0 785 7 9S5 1 245 i": G.dS 7 1 4 �;9 pl�nk 50 142 123 114 56 3 b 9t � 0& t 2� ! U.gg ;��t p;7 55 140 121 113 569 083 iti 1;5 0_OS 1 ta OtF3 � EO 739 12G 112 56 J 285 1 13 1 31 � G 85 ? t�S 0 18 1C0 115 702 96 563 0 99 1 25 'i d:: h>50 `: ' G 65 1 �,d 0?8 0-t $ 144 131 119 50 2 c 7 O 85 '1 p1 ns60 1 0 85 1 1 4 Q 18 20 144 127 116 50 2 0 � 0 9 1 08 t 0 95 1 1 4 0 18 25 14A 125 114 S�i.? G 7 G� 9a 1 72 0.85 1 t 4 O tb No_ � i y� ��nd 30 144 122 f 12 5fi 2 0 7 C s8 1.16 7 u d5 1 1 a 0 18 ' t-3/a" Nailad 2X4 "s5 141 120 ?17 502 O;a 1.Oi i-i9 i 0-s5 i ia oia3 HardiePlankQ�� 5ft6 925 Ga 7hrough wood 16 40 139 178 t09 502 O7E 10a 122 1 C.&5 1 �•4 018 RooBng nail top edge of Hem-Fir 45 736 1 t 7 Sp8 so 2 0 7a5 1 o65 i.2a5 t c_35 ? 7 a 0 18 piank 50 134 1t6 ftl7 502 08t 1A5 17.7 ? C.95 1 ta 0-18 55 133 115 106 So? O.a"s i.ii 129 t 065 1 14 U.tB 60 731 114 106 502 0.85 1.13 1.31 � 085 1 �4 p�8 1� 708 ,�iG 9`J S0 2 0.99 1.26 'I A3 h>8a 1 u e5 t 1 8 0 18 0.15 127 115 165 38 7 C 7 C 85 1 0'3 hsEO 1 0 85 7 1 A �.'18 20 727 712 102 38; 0.7 09 'I09 085 7 14 0i8 25 127 109 100 38.7 0.7 0.94 1.12 1 0 85 ? 1 4 Q 18 No 11 ga ��ntl 30 127 707 98 38 7 0? O se 1 te � O a5 � t d 0 18 1-3/4" Naited 2X4 � 35 124 106 97 38 7 0.73 1 01 1 19 i 0 85 � 1 4 �.18 HardiePiank� 5I16 12 � Through wood 76 q0 122 104 �0 38 7 0,78 1 04 1 22 � 085 1 t A p 18 Rooflng natl �op edge of Hem-Fir 45 120 103 85 38.7 0 785 1 065 1 245 1 6 85 1 1.A 0 18 plar,k 5p 118 102 94 387 087 ttl9 127 1 085 1 �.A 018 55 U6 iQt 83 387 083 11} 12g S 0.85 1 1.4 038 60 N5 100 93 3s.7 o.es �.is i.s� i O,as i i.a O.ie f00 95 84 79 38.T 0.99 1.26 1.A3 h�60 1 0.85 1 18 018 0•15 157 142 129 590 0.7 C.85 1.03 hs6q t 0.95 1 i4 0.78 20 157 138 128 58.0 0.7 0.9 1.pF� t 0.95 1 14 018 25 157 135 124 SB.O 07 0.94 1.12 1 0.88 1 1 4 0 78 No. 11 ga. Biind 30 157 132 122 590 0.7 0.88 1.16 t 0.85 1 1,d 018 � 3 � 4 „ Neifed 2X4 35 153 130 120 58.0 0.73 1.01 'I.79 t 0.85 1 1 b 0_t9 Hardiepiank� 5N6 5.25 Galv Through wood 24 40 150 128 t19 59.a OJe 1.04 tz2 t 0.85 1 1.4 O.te Rooflng nail top edge ot Hem-Fir 45 148 127 t17 59.0 07e5 1.085 1.245 t 0.85 1 1.4 0.18 plank 50 145 125 i18 59.0 O.Bt 1,09 1,27 1 0,85 1 7-4 o ia 55 1A4 124 115 58,0 0.83 1,11 1.29 / 0.85 1 1.4 0.18 60 142 123 it4 59_0 085 113 131 1 0.85 1 14 01B 1pp 718 104 96 SB.O 0.98 126 143 h>60 1 085 T 7.6 O.tB 0-15 143 130 118 49.5 OJ 0.85 1.03 hs80 1 0 85 1 1 4 0 18 20 143 127 175 4B.b 0.7 0,9 1.06 1 0,85 1 14 018 25 143 124 113 48.5 07 O.sa 1.12 � 0.85 1 1.4 018 No.11 pa. Blirttl 30 143 121 711 496 O.f 0.98 1.16 1 0.85 1 7.4 0.18 �� Nailed 2X4 3B 140 fi9 110 49,6 0.73 1.01 1.18 / 0.85 7 1.4 0.18 HardiePlank� 5/16 8,25 Galv �rough wood 24 40 138 118 109 49.5 078 1.04 1.22 1 0.s5 � t.a 0 ta RaoBngnall topadpeof F1em-Fir 45 135 N6 tOB 49.5 Q.7&5 t.OBS 1.245 t o.B5 � 1,4 0.18 P�� 60 133 115 108 4B.b 0.81 1.Oe 127 T tl,85 � ta 0.�8 55 t� 114 106 4�.5 QB3 t.11 7,29 1 0.85 1 1.4 01B 80 1�0 113 105 d9.5 0.85 1.13 1.31 1 0.85 1 7.4 0.18 100 14� 96 9f} 49.5 0.99 7.26 1.43 h>60 1 0.85 i 1.8 0.78 PagB 8 , ,2„na:,d Ogasva anci kssociates I�r ."' ;,. � , 53(" bVamer Acenue �3?i; ` , h , ,hnr�r.n �each !1F. 9::',�y � " - I � . :la;.' G5'_ G�. ,� - .. c�q -�f�..`. f.i� . '�e'•a.�_ ,^� �21:)-?�'cdC4 ;4r . - �3,�' 4..� ,-,_ ,�a f. ; R . t.= �.� - , � { `� it _, ' n N.�: _._ ' ' rnni::n„ c.A�'33, _ _ . °fC . .?4i �- -- i_ - _ �� . _ -_ 3,�.:� 3'. � ° - .. ' , '��, rJ � . .� Y;, i � i \'�� ',_.�^+ � � D'asc Wr. �d Speed mpl - - - - ` f �� t � � , 1 CeeRicients useti in �xcel Ca E�s , F s te 7_ * {3-seccr.d 6:is;; � fBGi�3 iRCv� -- - --- ---- i;. �- --= =. !/ - \�` E Product Stud Buikdin9 ti��s�gn. -�- - mm- � - �� + V�i�iih i-astenei Fastener Frame Spaang He�gFll 6 [. D !_oad � Produc! TtuchnErss f ' ;mches ('r.ch�sr 't'ype Spaang Type finches} {fB�t ��'SF) Ezpg FrpC ExRD 1�, K� i GG„ GG,„ 0-15 133 121 170 d2 7 6 7 O 86 ? C3 hSEp 1 0.85 7'1.4 G 18 , � 20 133 !17 107 a77 07 , 09 i681 1 �85 7' ta O16 I 25 133 115 105 »2 7� 0 7 � y1 1 12 � 1 O.aS 1? 4 O i fi I ^!�i i i Ga. �hna 30 ?33 1'3 _ 7D3 _-'.: 7� 67 t7£�B t 16 _1 U.&5 7'i d G ib I � ji �„ N2liad : X4 I 35 130 111 102 �72 7 G 73 1 Ut I 15 � 1 0 85 1 7 d 0 18 Ha�d�c:P:�nkS; � 5�1�1 i, � rtuc�.��h w'u�7U j :',� 40 428 109 � ( � < ,I, 101 d2 7 0 7G ! OR 1 22 1 u 65 7 1 A Q 18 � lop e'!g9 c1 N_T-F; '� I 45 , 25 10S 7�J 427 0.785 1 Uti5 ^ 2a° p 65 1 1 4 O.IE3 ^ociknq r.atl �__ .,� ' i �� 1--- _ -1-- I = � �''" 50 Y24 10 i 99 42 7 ; R.Qi i C° ' G 85 1 1 4 U� ES f 55 122 �I�? 98 J27 I 0.83 t 1 i�t� 1 085 1 t.q G 73 � 60 121 105 9? A27 � 0 85 i 19 1 3'� i 1 D 85 1 1 4 6 19 100 100 89 83 42 7 0 99 1 26 i 43 h>BD 1 0 8S 1 1 A 0 13 � � 0-15 125 113 t 03 s7 s o 7 o a, i os nsr,a 1 o as � � n ci. �� i i 20 125 t�Q 901 37.5 C? p� tou t I 0$5 7 i4 Oi8 � � 25 425 t0E 99 3"t.5 0.7 � 9q 5 i2 7 G 85 1 1�i 0 18 f i i ((( tJ:, 11 PI°; I � 125 10fi 9e' 3�.5 0 7 �� Q8 5 16 7 0 85 1 1A C 18 I 1 y `' yaiier, 2X1 35 1?L 104 96 _37.5 073 t G7 1 t9 1 C_P,5 1 1_d 018 Naid;r�lank�r; l blu; K'S I � J Throuc�h e�ood '4 40 120 10� 95 375 0 76 f 0A 1 22 7 O BS 1 1 A o �8 � '�� tap ea e o! Heir.-Fu c �ROr.flnp nail y 45 118 '101 �4 375 0.785 ? Oei6 ? 2A6 7 U.85 7 i.a C 18 pl�nk SC 116 1� 93 375 081 in� '2; 1 085 ] tA C�0 i _ 55 115 a9 92 37S 08a *1?�29� r�JBb 1 1A �J-13 � 60 113 '08 ��St 3" 5 � 85 7 13 i 3t r �i 0.85 1 1 a G 1 d 1 DO 94 93 78 7.' S f 99 1 2E 1 43 h>f,0 1 0 85 1 � 6 0.19 Q-15 118 107 97 33,5 tl.7 0 85 1.03 hseo I 6.85 1 1.�i 0.1'0 2Q 118 104 95 33.5 C 7 0.8 i,CB 1 O 85 1 t A p.t& 25 118 '! 0? 93 33.5 0.7 6 9A t 12 I 0.85 1 1.4 0.18 � f ,� �� 92 Bbnd 3Q 119 700 92 ,?8S 07 098 118 1 0.85 7 14 G.19 1 3ra,• Na�let! 2XA 35 115 98 30 33.5 0 73 1.01 1 79 t 0.85 1 1.4 D.18 Hardier=lanME� 5116 37.5 � Through wocd 2d 40 113 97 89 33.5 0.78 1,Oa t22 � o.e5 t 1.4 018 Rooting nail top edge of Hem q5 111 9y 68 33.5 0.785 t Od5 t 245 1 0.85 1 1.4 O,1B piank � Sp 110 9A B8 335 061 1.G9 '127 t 6.85 1 �.4 D1B 55 108 94 87 33.5 083 1.11 12g 1 OB6 1 1.A �.18 � i 60 707 83 86 33.5 �.85 i.i3 1.31 1 0.85 9 i.4 tl 79 100 69 79 74 33,5 0.69 128 1.43 h>80 1 0.85 1'1.8 0.18 i 0-15 104 94 85 25.8 0.7 Q.85 1.03 h5fi0 1 0.85 5 1 4 0 78 20 104 B1 83 25.8 0,7 D.9 108 1 0.85 1 14 018 i 25 104 ^ 89 82 25.8 0 7 0.9A 1 12 7 0.65 1 1 4 a 18 I NO 1} �a ��d 30 10d 87 80 25.8 0.T O.eB 1.16 7 0.86 Y 1.4 Q,18 � � 3 . 4 „ N$iled 2RA 3$ 101 86 79 25 8 0 73 1 01 1.78 1 0.88 1 1 A Q_18 HardiePiank�i Slif> 12 Gtl Threugh wood 24 4p 89 85 78 258 078 1.04 1.22 1 D.Bb 1 �A 0.18 Roofing nail �op etlge of Hem-Fir I 45 98 84 78 25 H 0 785 1.085 1,2q5 � �.85 1�.4 0.18 plank 5p gg 83 77 25.8 D.81 1.09 127 1 0.85 1 1.A 0.18 55 95 82 76 25.8 0.88 1.11 128 1 O.BS 1 1.A O.iB � 60 94 81 76 25,8 0.95 1.73 1.31 � 0.85 1 tA 0.18 ti](t 78 69 65 25.9 fl.88 126 1.43 h>60 1 0.85 1 1.8 tlJ8 0-15 25A 23Q 20D 965.1 0.7 0.65 1.03 h560 i 0.85 1 �.4 0.18 20 254� 224 204 755,7 0.7 D.8 1.OB 7 0,8b 1 1.4 0.18 25 2Sq 21'J 201 i5b.1 OJ 0.94 1J2 t 0.63 1 t.A 0.18 8d ring F�e 3p 25q 215 197 l i55.T 0.7 0.98 t.t6 7 0.85 1 1.4 o.1B shankbox {�ailed Zx4 35 249 241 195 1$S.t 0.79 1-Ot Y.19 1 0.85 1 1.4 0.18 HardiePlaak�J 5tt6 525 nai1,0.1t3" Th � a �� wootl 16 qp Z 208 �gl Y59.1 0.T8 1.04 1.22 1 0.88 1 74 0.78 shank X Doup-Fir 0.260" HD P�nk Larch � 240 206 190 156.1 0 786 1 065 t 245 7 0.86 1 7.4 O 1H X 2.375" L °Verlap 5p 236 203 198 ?55.i 0,91 1.09 1.27 1 0.8b 1 1,4 0.18 55 233 202 187 f56J QB9 i.ii 1.2s 1 0.85 1 14 018 60 230 200 186 f55.! 0.85 1.13 t.31 7 0.85 1 1.4 0.18 700 191 1B9 159 /55.1 0.99 1.26 1.43 h>90 1 0.85 7 1.8 D.�B 0-16 233 21 � 192 130.2 D.7 0.85 1.03 h�0 1 0.85 1 1.4 0.18 20 233 20$ ^ 187 190.2 0.7 0.9 1.08 1 0.85 1 1.4 U.18 8d ring 25 233 201 1�4 iJ0.2 0.7 p.8b 1.}2 1 0.85 1 1,A 0,18 Face 30 233 197 181 130.2 0.7 0.98 1.18 1 0.83 i 7.4 0.18 shank box Nailed Zx4 35 229 184 178 13Q.2 p.73 1.61 1.18 1 0.85 1 1.4 0.18 nai�, OJ 13" wood HardiePlank� 5f16 625 $hankX T �� h Dou FG � � � �$� 176 fyO.Z 0.7 1.M 1_22 1 Q.&5 1 1,4 0.19 P�� A6 220 1 8 1T4 �0.'� O.7pg 1.�9 1.246 1 0.86 :] 1.4 0.18 0.266" HD overlap Le � 6q Zt6 t86 173 1JD;2 b.91 1.08 1.27 1 p.95 �1 t.4 -0.18 X 2 375° L �n 86 �7t iso.z a �.�� .29 � a � �.a a.� 211 1 3 1 tJ0.7 R. 1.13 1.3t t o. " A f.4 0.4 1 176 1 1 130.2 P. t.26 1.43 ha80 4 0.86 �' 1.8 019 Page 9 Rona:tlOgawaandA<;oaates.inc ° '' ��,�' + F;;: f';: �.� F90" Warn=_r Avenue. ?t3i6 - .� ' � ' '� �� ;' ;- Flunhngtcn Beach CA �254P =° � '� � ."''� ,' ; ; 141 292-2602 cell i ' f t"'?' , ; �� '�%i'- `_ f, 14� 847-.:595 (az - �'.' -.- - Y��l _ ' . �� Pro�ac( RIO-2t59-0'd . ~ q -.�a'• -. _ �--_ , . .� J - � 1<r P - , r ' ,: ' ld!I1t5i1dr,�IC'�l;'I�:�ILJPIC(!U;:tS ��1C '" � , ••:l - ) J I�;aUi Hin Av�r�i�e -;'� : T- � t�; �' F i o.itan�, �:A.9233 � {,j� , " ' I �i0;) r;42-i 3A3 � ' ,` ^ -'� - • � .. • ^{.'{.�, . �'' i � � "� 1'_ � (�� '�(, �`p` ,. , . � ,,. ,/ �y 8asic Wind Speed mph � `•'//��. �. i��1� l'b�� { �rc�' ,,JJ cefficienis used in Excel c,'�tSu �5 0"(� Ie1A� f� �J{ `� _(3�secondgust) �fp��_��j�. ,,�.. IE3C�E tRCJ - - - K- �'� }' Producf Stu� Bwld�n 7 f Prntluct Thir,kness �A��h rastenei Fastensr Frarn� 9 �eslqn � �,o Unches� Type Spac�ng Type Spacing Height 8 C U taad � (inches) (ir�ches) (feet) !PSFI � B Ex C Fx D K p p p K„ I GC GC�, 0-15 21E 196 178 it2.3 0.7 0.85 103 h<&o i 0e5 � 7a 01� 20 216 190 1?4 1127 07 09 '108 1 G65 7 14 0.18 8dnng Z5 276 186 171 i123 07 094 112 1 085 1 14 01d shankoo,c Face Zxq 30 216 183 108 7t23 07 098 516 I O85 1 1,4 018 na�1. 0.113" NadeC w � d 35 212 180 166 7 Y2 3 0 73 5 01 7 19 7 O E�5 1 1 4 0 1 A Ha�d�ePlankJ 5/16 7 25 Through 16 40 207 177 164 1123 0 76 1 04 � 22 1 C 6: 1 1.4 0.18 shar:k x lank Dou3-Fir - P 45 204 175 162 712.3 0.785 �.085 1 245 7 0 65 1 1 4 0.18 0 260" HD Larch X 2 3�5" L �' vPryap `� 201 173 160 f 133 0.87 t 09 ?^_7 f G BS 1 1 4 0 16 55 i 98 172 159 1 I2.3 0.83 1 11 ' 2� 1 0 85 1 1 4 0.1 R 60 196 170 158 112 3 0.85 7 13 S 37 1 G 85 1 1 4 0 78 100 162 14A 135 712 3 0.99 120 1 43 h>GO 1 0 85 1 7 8 0,18 0-75 202 184 167 98.7 0 7 0.85 9 03 n<_80 � 0 85 1 1 4 0 t8 20 202 179 163 98 7 0 7 O.�J 1 09 1 0 88 1 1 4 G.18 8d nng 25 202 175 160 98.7 0.7 0.94 t.12 1 0 85 1 �.4 C,18 shank box Bhnd 30 202 �71 157 98J 0.7 O.�J8 1 i6 1 0.85 1 1 A 0 18 natl, 0. � 13" Natled ` � d 35 198 169 155 98J 0.73 1.0� 1 19 1 0 B5 � 1 a 2t8 f 5/16 825 'fhrou�h tE 40 194 166 153 98.7 0.76 1 p-0 ),22 � p85 1 1.M1 G �g shark X �„ ed e ot Dcug-Fir 0260" HD F 9 Larch AS 191 164 152 98 7 OJ85 7 �65 ; 245 7 O bS t i 4 f,,18 X, 2 3?5" L Plank 50 188 162 1 SO 98 7 0 et 1 09 � 27 1' 0 85 1 1� G.18 � 55 186 161 1 q9 98. 7 Q.83 1 71 1 2y �i 0 85 1 1 4 0.18 60 184 159 148 98J D.85 1 13 i 3i 1 0 fi5 1 1 4 0.18 100 152 135 127 98.7 0.99 1,26 143 h>60 1 �95 1 18 0.16 Q-15 191 1�4 t58 88.0 OJ 0.85 t 03 h�0 1 0.&5 1 1.4 4.18 20 191 169 15q 88 0 0 7 0 9 - i 08 7 0 85 � 1.4 0.78 8d nng 25 191 165 151 88 0 0 7 0 94 1 12 1 0 85 1 1 4 C. 78 shankbox Bl �q � 191 162 tA9 88.0 0.7 0-98 1�8 1 085 1 14 0,18 Naded 35 187 159 1-07 9S 0 0.73 1 07 1 19 1 0.85 1 1 A 0.18 llardiePlankQ� 5/�G 925 naI1,0_113" wootl Shank X m�ough pa � F , 16 AO 184 157 145 BB.O OJ8 1.04 7 22 1 0.85 1 �.4 0 18 G 260" H� 10F � °� Larh 45 18t 155 743 86.0 0785 1.�85 1 245 1 0.85 1 �.q 0 18 X2375"� P�ank 50 178 153 142 88A 0.81 1.09 127 1 085 1 1A Rt8 55 176 152 141 88_0 0 83 1-17 1 25 1 0 B5 � 1 4 Q 18 60 17-0 151 140 88.0 0 88 1.13 1 31 1 0 B5 'I 1 4 0.18 100 744 127 120 B8.0 0.38 1 2B i q9 h>60 1 0.85 1 1 8 0.18 0-15 168 152 138 67.8 0.7 0.85 103 h<_60 1 O.B5 1 1.4 01E 20 768 148 135 67 8 07 0.9 ;.08 1 0 85 i ta 0 18 Bd ring 25 �68 145 133 67.8 07 0.04 t 12 1 C.85 1 t.a p 78 5hankbox g �� d ZX4 30 �� 42 �30 87.a o.7 0.9s t t8 � 0.85 � 1.4 p,18 nail 01�3" Nai{ed 35 184 740 129 6Z8 0.73 1.O1 1.19 1 0.85 1 1.4 018 Hardieplank� 5/16 12 �ank X Through p F , r 16 40 161 138 127 87.8 OJ6 7.64 t22 7 0.85 � 1 a 018 Q.260" HD top edge ot �� 45 759 136 126 67.8 0.785 7.065 1 245 � 0,86 1 1A 0 18 X 2.375" L p�ank 50 156 135 125 87.8 0.81 1 09 7 27, 1 0.85 1 1.4 0.18 55 754 133 124 67.8 0.83 1 11 1 2g 1 0.85 1 1 q 0.18 60 152 132 123 67B 0,85 113 7.31 1 0.85 1 1,4 pJ9 10(1 126 112 105 678 0.99 128 143 h>60 1 0_85 1 18 0.78 0.15 207 188 171 to34 0.7 o.BS to9 hsso 1 o.e5 1 1.a 0.76 20 207 183 167 fo34 0.� o.s i o& t o.es 1 1.a a ie 8d fing 25 207 179 164 to3.4 0] p.sa i ip i O.BS Y i,a o te Shenkbox Face Zx4 30 207 175 161 103.4 0.7 0.98 116 1 0.85 1 1.4 O1B nail, 0.113" Nailed W � 3a 203 173 159 }D3.3 0.73 1.0� 1.19 1 0.85 1 1.4 6 18 HardiePlank� 5l18 525 Throu9h 24 q0 199 770 157 �Q34 0.78 1.04 122 1 0.85 1 1A 4�8 shenk X �ank Doug-Fir 0.260" HD p larch 45 186 168 155 }09.4 0.785 7.065 L245 1 tl.85 1 1.4 0.18 X 2.375" L ovarlap 50 193 768 154 103.4 0.87 7.09 1 27 i 0.85 1 t.a 0.18 55 190 185 153 t03.4 0.83 Lt1 129 1 0.85 i 1.a 0.18 80 188 163 151 iD3.4 0.85 1.13 1.31 1 0.85 1 1.4 0.18 10D 156 138 130 f03.q 0 99 7 28 1 43 h>60 1 0 85 'f 1 8 0 18 0-15 190 172 15� 06.8 OJ D.85 1,03 h580 1 0.85 1 �,4 0.18 2f) 190 188 153 8G8 0.7 0.9 1.08 7 0.85 1 1.q 0.78 8d ring 25 190 164 150 86.8 OJ 0.84 1.12 1 0.85 1 1.4 0.18 shankbox Fa � 2X4 � 180 �61 148 88.8 07 0.98 116 1 085 1 1.4 0.19 Neiletl 35 186 158 146 86.8 0.73 f.01 1 18 1 O BS � 1.4 0.18 nail, 0.113" �yp� HardiePlank� 5/16 825 �nkX Through Do Fir 24 '� 182 158 144 LB.d 0.78 1.04 122 1 085 � t.4 0.18 0280" HD Plank �� q5 179 164 142 [B.8 0786 1.085 1 246 1 O.a6 1 t.4 0.18 X2.375"l oVOrlap 50 �77 152 141 OO.B 0.81 1.08 1.27 1 0.&5 1 14 0.18 55 174 1 140 TIB.B 0.83 1.11 1.29 1 0.�5 1 1.q p,18 BO tI2 149 1 9 .9 0.83 4.13 1.31 1 0.85 1 1.q 0.18 100 143 �� 1g 68.8 0.98 1.28 1,43 A>80 7 0.85 1 1,B 0.18 Pege 10 ��- �. i!l1 �! i2nnald n�awra a�d A55crlale, Inr _ ' �% � i " =�901 Warner 4e�anu� ;r375 ` � • H�,�nhnyten Beach CA 52,44 :- . ' . ' ;; 141 �'�Z-ZnG2 ceP - , (%l�ll8a?-455hfa>, `� � ze� e " Fro�ect 18G 215? i - �� y _�°-''' '. . � � � � .i':iu•.: Har�ie Cs,.tl�irw Fr?�i.:�'s I � - , �, _ �..�-} i , .? [' - . 1 . 1 % in� n"�r�u= _ E :, �:. ,n�.ra: �. (;.1 1:'3'• -� , ! -H�i)-93_ iq"s , , :" ,� , � ' , a� - '+.�\;�' - 1 i, 5`_ a_��1.;�` _�� ' ` i,s`�`�V � . 'z`' - 7 J � 3' i�., `,Z :� r Basic �Nnd Speed �ipn r�; used in i:xcel Cnicuiatldr�9,fiqriT¢¢1��V'�' " � (3-sewnd gus!) __ � 19C0& 1RC�� k i Product Stud Building Gesign ' 1 I I Prcduct Thickness �V'dth Fastener FastenFr Frame Spacing Height B C � i^i� �inches� (inches) TYPa Spaang Type inches (feat) iPSF) Exp B E� C Exp D K„ K i GC GC :� 0-15 176 tE0 �45 7�9 07 0.85 103 hs60 1 0.85 1 13 019 20 176 1 S6 142 7a.9 0.7 0 9 1 0@ 1 0 BS 1 1 n 0 1 d 25 176 152 139 7-1 7 0. i 0 94 1 12 0 85 1 1 4 0} 9 i Ed nnp 30 176 149 13? 7A 9 0 7 0.98 1 16 4 p 05 1 I 4 0 78 � shark Gox Na led Z � r 35 1%3 14? 135 %d 9 0 73 1 01 L 19 �� ESS i 7.d 0.18 nad.0113" wocd Ii�rdiePlanFa=� I `!15 72`_� ThrougY 24 40 169 145 13A 'a9 076 10d 'i22 � 055 1 1-q 018 I shank X Doug-Fir plank 45 167 1J3 13[ 74.9 0.785 1.OA5 1245 1 OD5 1 1� 0.18 0260"ND Larch r overlap 50 764 141 13': ia 9 0 81 7 c19 1.27 0 85 � 1 4 0 16 X'' 's75" t _ t`"" 56 162 140 130 %d 5 0 83 1': � 129 1 0 85 � 4.I 0 78 � 60 760 139 129 'J.9 Qfi5 1 73 1.7t ?� 085 i 1�t 0.18 500 132 117 110 74,8 099 1.28 1 43 h>c0 1 0.85 1? 8 0.18 0-15 165 150 136 65 8 0.7 O 85 1 03 n<60 1 O.bS 7 1 A O 18 20 165 i d6 133 65 8 GJ 0 9 9.08 � 0.85 1 1 4 O i 9 i 25 165 143 731 65.8 OJ 094 172 1 OBS 1 14 010 ad rmg Blu�d 30 i65 140 128 s5.e o� e.sa i is o 55 t i a o�n i shank box Natlecf �� 35 162 138 ? Z' fi5.8 0 73 7 Ot � 19 i 0.85 � 1 4 0� 8� nail,4 113" wo�d fiard�ePlank�P; 5It6 A25 Through 24 40 159 136 125 B58 078 1.04 722 1 0.85 � 1a 018 shank X Ccug-Fir lop eage of 45 156 134 124 65.8 9 785 1 065 1 245 1 0 t35 1 i 3 0 16 0. HCJ plank ��arch � ��54 132 123 65 S 0.81 t09 t27 1 085 1 1 4 0 tE X2375"L 55 152 131 122 e5 B 0 83 t 11 t 29 1 0 85 1 1 4 0'18 � 50 150 130 727 ES_� �65 :13 t31 1 C85 1 14 O1& 100 124 110 103 55 8 0 99 1 26 1 43 h>BO 1 0 85 1 1 9 0 i8 0-15 756 142 129 5&7 07 G.85 tA3 ns60 1 0.95 i 14 0.18 1 20 156 138 126 58 7 0 7 0.9 i,QE 1 0 85 1'I i 0.18 � 25 156 135 123 5e 7 0 7 0 94 Y 12 1 O s5 9 1 a 0. 78 Bdnng ghnd 30 156 132 127 5BJ 0_7 0.9$ 716 1 085 � 14 018 shankbox Naled ` 35 753 130 720 58.7 073 1.01 �.19 1 O65 1 14 0.18 nad, 0 113" w000 H�rdiePlankl% 5116 3 25 Shenk X ?hrough Doug-fir 24 `10 150 128 116 58 7 oJ8 7 04 122 1 0 8S 1 7 4 0. 18 top edge of 45 14� 127 117 58J 0.785 1.065 1.2•15 1 0 fi5 1 1.4 0.18 0260" HD Larch X Z 375" L P�ank 50 145 125 116 58J 0 81 i 09 1 27 1 0.85 1 1 4 0 18 55 143 ? 24 115 58.7 0.83 1 � t i zs t 0 85 1 i 4 0 7 B 60 142 123 174 587 0.85 1.13 L31 1 0.65 1 14 O_78 100 � 17 104 98 58-7 0 98 128 1.43 h>BO 1 0.85 1 1.8 0.18 0-15 137 124 113 451 0.7 Q95 103 hs60 1 0.85 1 14 0.18 20 137 121 110 452 07 O.B 1.08 � 0.85 i 1.4 0.18 25 137 118 10$ '-' 45.2 0 7 O.�J4 1 12 i 4.85 1 1 4 OJ8 Bd ring 81ind 30 137 116 106 45 Z 0.7 0.98 1,16 1 0 85 i} 4 0 18 shankbox Nailed zX4 35 134 114 105 45.2 073 1.01 t�9 � 085 � t 4 0 �e nad, 0 113" wood NaraiePlanlc� S116 12 Through 24 40 132 112 t0A 452 D76 1.04 t22 7 0.65 1 1.4 0.18 ' shank X top edge of Doug-Fir 45 128 111 103 46.2 0.785 t085 t24S 1 0 85 1 1.4 0.18 626U" HD P�ank Laroh 50 �2� � � 0 102 45 2 �.81 1.09 � 27 1 0 d5 1 i 4 0.16 X 2.375" L 56 126 109 101 452 o.a3 1 17 t.zs t o.a5 1 t 4 o.te 60 124 108 100 45.2 0.85 t.t3 t 37 7 0.85 i 7 4 O.�e t� �p3 gt gf q5.2 0.99 1.26 1.43 h>80 1 0.85 1 7.8 D.18 D-15 235 213 193 J32.5 0.7 0.85 t o3 hs6o 1 O.SS � 1.A 0 18 20 2a5 207 188 732.5 0.7 0.8 t.08 t 0.95 1 1.4 0.18 25 ?36 2p2 186 f32.5 07 0.94 112 1 0.85 � 14 0.18 0.092" FeCe 3p 235 198 182 132.5 0.7 0.98 1.16 1 0 85 1 1.4 0.18 shank X Nefled 2x4 35 230 195 180 132.5 0.73 1.01 1 19 1 O 85 1 � a 0.18 0222" HD wood HardiePlank� 5/16 5.25 Through 16 q0 225 193 178 132.6 0.76 1.oa 1.22 1 085 1 14 0.18 X 2.5" long Plank Doug-Fir � YY2 190 i l6 13z5 0.789 1.065 1.245 1 0 85 t 1.4 0. 78 palv. Siding overiap �' 50 218 188 174 132.5 0.81 1 09 1.27 1 0.85 1�.4 OJ8 nail S,q 215 188 173 132.8 0.83 111 1.29 'I 0$5 1 1.4 O.1B BQ 213 185 172 732.3 0.85 1.13 1.3'1 'I 0.85 1 9.4 018 tOD 176 156 147 132.5 0.99 1.28 1.43 h>60 1 088 1 1.8 0.18 0.15 215 195 177 191.3 0.7 0.85 1.03 h560 1 0.85 1 1.4 0.18 20 215 180 173 111.3 6 7 0.9 1.08 1 0.85 1 1 4 0.18 26 215 186 176 11 f.3 0.7 0.94 1.12 1 0.65 1 t4 0.18 0.092" F�� 3p 215 782 187 t11.3 0.7 0.98 1.10 1 0.65 1 14 0,18 shank X Nailed zx4 36 217 t79 165 111.3 0.73 1.01 1.1s � 0.85 � t4 O.iB HardiePlank� 5/16 625 �'� H � ThrOUgh W �� 16 40 206 1T6 tff3 111-3 0.78 1.q4 1.22 1 O.BS 1 1.4 Q18 X 2.5" long Doug-Fr galv.Siding Plank La � 45 203 174 181 fi/.3 0.785 t.085 1.245 � 0.85 y 1.4 o.i8 nail overlap 50 2U0 772 160 ttf.3 0.81 1.09 127 1 0;85 � 1.a D.18 g5 198 171 158 71 t.9 �.89 1.11 4.28 � 0.85 1 7.4 0.18 �0 183 489 157 fi1.3 p,E6 i.t3 1.3'1 � 0,$6 7 7.4 0.18 �Qp �� 43 ��q ttt.3 0.90 7.28 '1.43 A>60 1 O.B5 1 1,8 0.18 Page t1 , � � ..-..-...-....m. __...... . ,....... „a> ._,.�.�. �_ .,�... ,...w.w�.er■.»wi�m�r�. ,..w..,�,...�.�..,,.,�.,...._,_ RcraidOga4v;andAsso��ates.lnc ' � �� : 5 590 Vear.�2„4venue N37� . � � �-i � ,ti � .. Hurnr L'each CA. 9�549 . . - _ ('�1�232-2FO�c:�ll ti:� a ' �1.��'�'��J�� (7 i 4; SdT-0595 fax � � � -' `�_ ' Pro;er,r R�O-2155- , _'--�' -'�' ;"� .�s �' f � ' ~�� I t �`^"�.`.� _ �: ; '�� i. , ! I;:iiil:' tillill;i'ly {' i...:l�'l� .. "J � . - • , .:. �08�i1 i Imrw��nue J � ' _ � � `+- _ - .' ; cn�ana, �,A 9'223.' . �-;,co=�a��a� i� . 's✓�$3��, �`�': J, ,_ _ -: ��; �i��. 085iC �Nii�d SPeaC mph Coefficients usee in Excel Caiculati7}�� Qt�� ' J �'� ��x (�-secondgustl - '.," �� f l6G�3tRC�, Y. �1 ' !:1 i �� , ; Desrgr. f � � � } Stud Building � � ^, Prcduct 4Vidlh F3stener Fastaner Frame yPacing Heighl B C � loaA �*�� Prce��ct 7hickn�ss �iricnes� (ype SPacing TYPe ��nchQSj (feet) (PSF) Exp 6 Ezp C tzp � K,� K I GC„ G(.�„ � A t�nches) 0-15 200 181 165 96 G 0 7 0 8S 7 03 h=BJ i 0 85 1; 4 0 18 20 200 176 f 6 t 96 0 :l-; 0 9 1 08 1 0 BS � � 25 2C0 172 158 5cA o7 �.94 i t2 S O85 1 1R O id 1 �� Face 30 200 4fi9 155 46.0 07 09& � t6 t 085 1 14 018 � 2;Ld ? 0 85 1 1 4 0 td sh�:nk X Nailed 35 196 160 153 95 Q 0 73 1 01 � 19 � s � � tn 0 18 022Z'HQ ^'CO� �6 40 752 16d 151 456 �'fi 1.04 122 Throuph Haidisr'lank�) I `; � 7 7.� y o 5'•!ang fank Daig-Fi� 45 189 i6Z _ igp sfi.G 0.785 t 065 1 2a5 1 a 65 I 1 a o ta y�Ev Sidinp V L�rch c,0 1c�6 160 148 960 081 �09 12? �� i 14 oi8 overiep - I j na�i �$ �183 159 147 960 0.9� t.lt 125 60 181 157 �A6 960 085 1J3 131 1 085 1 14 018 100 15U 133 125 96.0 0 98 I 2n i 43 h>60 1 0 BS 1 1�J D 96 0.15 18 i 170 7 54 84 3 0 7 0 85 ; a3 h<_fi0 1 0.85 1 1 4 0 18 i �0 18i 155 171 d4.3 0 7 0 9 1 08 1 C.85 1'I A O 18 ( 25 187 162 148 84 3 C 7 �.94 1-72 t o es 1 i n o 1 u � ( p�ai�� g0 tF37 159 145 8d3 07 096 116 7 085 I t.a aJ8 B6nd shank X <X'� 35 183 156 144 84.3 0, i 3 1 0 i 1 19 � 0 85 1 1 d 0 1 N3Acd •.y0od 154 1d2 A47 078 tOM1 122 1 0.85 1 14 098 � S 0 222" HD Through 16 40 'I80 I Iarc:i�Flanh�� `��F X 2 5" long Doug-Pif qs 177 152 140 81.J Q 785 t 055 1 245 1 0 85 1 t 4 0.18 31v S�din� iOP edge of LarcY � gt J plank 5G 17-0 t50 139 94.3 0 81 1 09 137 1 U a5 1 1 n U. ' na�l 55 172 149 138 84.3_ D.83 1 f1 1?9 ' 1 0 d5 1 1 a D ie � 6� 17� 147 13T B43 O85 1 S3 13t t 035 1 14 0�8 iC0 141 t25 i17 84.3 O�J9 126 143 roG0 1 O85 1 18 0'8 Q15 177 i 6D 146 75 i 0 7 D 95 t 03 K-60 ': 0 d5 ? 7 4 0 18 20 177 156 442 75.2 0 7 0.9 tA8 t 0 85 1 1 A 0 18 I 1 085 1 1A 0_18 25 17 S53 1R0 752 0 .? 0 � 1�� Ob` i 1.4 0.18 D.O�"�' 30 177 tA9 13' 752 OJ 098 1.16 1 085 1 1 d 018 Blind shank X zXA 3 5 �73 147 136 752 0.73 1.01 �. Naiied wood 0 222" HD Throu h 16 40 170 145 134 75 2 0 78 1.04 122 1 0.85 7 i 4 0.� F{�rdieP!ank�+J �/16 `� 2� � 9 pou Rf X� 5" lon9 top ed9e of g 45 167 143 '133 T5.2 O.ieS 1.065 1 245 1 0.85 1 1.4 0 gah+. Siding Plank LGrch F,0 tfi4 142 131 75.2 0 Bt 1.09 127 � 0 85 1 1 A 0 18 natl 55 162 740 130 75.2 089 1.11 '1.2� 1 O65 1 74 0.18 60 160 139 729 75.2 085 113 t.31 1 0.85 1 74 018 100 133 116 110 752 0.99 1 26 1.43 h>60 1 G 85 'I i 8 0 78 0.15 155 141 128 589 6 7 0 85 1.03 hs6� � 0.85 � 1 4 018 20 155 137 125 58-0 0 7 0 9 7.08 1 q a5 � � 4 a 1 g 25 755 134 123 58 0 0 7 0.9�5 1.12 1 G 85 1 1-4 0.18 �.092" 30 155 137 121 58 0 0.7 0 56 1 76 1 0 25 1 7 4 C 18 8hnd shank X ZXa 35 52 129 119 58 0 0.73 1.01 1.19 1 0-85 1 1 4 0 Nailed wo � 0.222"HD ThroU h 76 4Q 149 127 118 58.0 076 104 122 1 085 1 1_4 0.1 NardieVlanMlS� 5/16 �� X 2.5" lony 9 Dou¢Fir 45 14 7 �Zg ��6 580 0785 7.065 1245 1 085 1� 4 0 1H top edge o( larch galv Siding plark 50 144 72Q 115 58 0 0.87 1.09 1 27 1 0 85 1 7 A o n3il �5 143 123 S 14 58.0 0.83 1.11 t?.9 1 0.85 1 1 4 0.1H 60 141 122 113 58.0 0.85 1 13 1.31 1 0 85 1 1,A 0.18 tpp 117 103 97 5H 0 0 99 128 1 43 h>80 1 0.85 'I 1 8 0.18 p-15 192 t74 158 88-4 0.7 0.85 1.03 hss0 1 O.sS 1 t.a O.�e zQ 192 169 154 88 d 0.7 0.9 1.09 1 0.85 1 1.4 0.18 25 192 165 151 88.4 0.7 0.94 1.12 1 O 65 7 i.A 0 18 0.082" Fa � 30 192 162 149 88-4 0.7 0.98 1.16 1 0.85 1 t a a18 sha�k X � 35 188 160 147 88 4 0 73 1 01 1.18 1 0.85 1 1 4 o.tiB Nailed wood 0.222" HD ThroUgh 2a 40 184 157 145 88.4 0 78 1.04 1.22 1 0 85 'I � 4 0 t HardiePiank� 5716 5 25 X 2.5" long p�ank ��u�F�r 45 181 155 144 88.4 0785 1.OB5 1 245 1 0.85 1 � 4 0 18 galv Siding L�� Sp 178 154 142 88.� 0.81 1A� t.27 1 0.85 1 14 O.�B nail overlap 56 176 152 141 BB.4 O.B� 111 129 1 0.05 'I 1A 1 sQ 174 151 140 88.4 0 86 1.13 1.31 1 0 85 1 1 A 0.18 �� 128 �p0 88.4 0.99 1 26 1 43 h>6D 1 0 BS 1 1 8 018 d15 176 159 145 742 0 7 0 85 t.o3 h<_60 t o a5 1 i.a 0.78 Zp 176 155 141 74 2 07 0 9 1.08 1 0 85 1 1 4 0_ 1 B 25 17fi 152 139 742 07 0.94 t.12 1 D 85 1 1.4 0.18 0.092" Face 30 176 148 136 74.2 0.7 0.9s 1•18 1 0.85 � 9.4 0.18 shank X � 35 172 146 135 74.2 0.73 1.01 1.19 1 0.85 1 1.4 0.18 0 222" HD Nailed � HerdiePlank� 5116 8.25 TMOUgh 24 q0 169 tA4 133 74.2 � 0.79 t04 1.22 � O.eb 1 1.4 0. X 2.5" long Dou9-Fir 4� 188 1R2 132 74.2 0.785 1.065 1245 1 0.85 � 1.4 0.18 galv. Sfding P�nk larch r� tg3 141 130 74.2 0.89 1.09 L27 1 0.85 1 1.A 0.18 overlap nail 5,5 161 139 129 741 0.83 111 1.29 t 0.65 1 1.4 . g� 159 138 128 74 2 O.Bb 'I.18 1.31 1 O B 1 1,4 0.18 100 73F 117 110 742 0.99 126 1.43 hr8p 1 0.85 1 1.8 0.18 page 12 !wr�alJ Oqawa .and Associates, Inr 59C1 W2merAveiwe,v3iG H�;�if:ngton P,each. CA �2�4:. ,; ' � � ' � ' ;Iid!?a�_;.Fi(i?.-.eli ' ��."?f�;j.;s. , (7i4) 947-d585'�.� . `��r,, , - + ,+ " • Prr.�eci RIO-2�59-09 '. �' �� : _ . �v ;:'� 1 'M1 ;�: _ .° g ,- s ' �°- " _ ° ' . €, , L:� i�� - ' i� .;ia. �3i.;l�i�i j P-� .i., t_, �r��, � - Il.'bl'i:.I �.14�!rtlr _,_ "� 1 S'-�- . F�,�l[dn.a ,qC,..... ' t -iil. � ,_;.� , ,,,:3 -� � . , �,=�J { = L.� Bas�c Wnd Speed �nph %��{ <� r • . '„ �i � � �'�� Coefficicnts useu iC�x �L4at��,g,�h,�Fa'bie 7 � " (3-secand gust: _ � . - � .ti f ; ` ° j i IBC�&lRCN> - -_ .-- --._. K -- . � r � l �� ,y � ProCUU µ�i��f� Faslener Fastener f'rame Stud Bu�IdinG �Sr��' �� i� 1I1 { I 1 �� ,, P�n�i�_;�.t ThicknASS ��nches; Pype Spac�ng iype Spacing He�ghl 8 C D Co�d (�nchosj (mcheS) (fBat) �PSF) �p � �.xp C Exp D - K„ I GC„ 6t: i 0-15 163 148 134 64.0 OJ U.85 1.63 h<_80 1 0 Fi5 7 7 d C 1E , 20 163 144 731 64.0 O i O�J � 1.C8 1 ^v 85 1 1 4 C 18 ' 25 163 141 129 64A 0.7 D 94 1 i: 1 0 85 1 I d 0 18 � shak�X '"�e � 30 163 138 127 S40 Q.1 J.�JB 1 to i OBS 1 74 O18 � Natled I � 35 160 136 125 6s 0 0J3 1 01 7.19 1 G �5 1 1 4 G 18 i 0 222' FiD wood ! i�:dief�:�nF"� ( :>/16 % Z5 - ttvough J.4 AO 156 13S 124 54.0 0.16 t,04 1 22 'I C fl5 1 i 4 C 19 k 25" lu�.q Poug-Firi - - - .--- - plank � 45 154 132 122 64.0 0 785 7 U65 1 245 1 C e5 t � a �ia I galv Sidinc� I_arh _ .� �._- -_-- overlap 50 152 '137 121 6a.0 0 81 7 ou ! 2; t o 55 t i•t i r, 72 riatl __ 55 750 729 120 64.0 0.83 1 71 + 29 7 C.35 1 7 a 0 18 60 148 128 119 64.0 0.85 5 13 ?.31 1 0,85 1 1 A O.IS 100 122 109 102 64.0 0,99 '. 26 '1 43 h>80 1 G f35 1 1 8 0.18 0-15 753 139 126 58.2 0 7 c.&F ; 03 h�6o i G 85 ��i q o is 20 153 135 �23 5B2 p-7 09 7-oa t o&5 1 i.a G18 25 753 132 121 562 07 0.9n 1 12 1 085 1 i 4 G 18 ,OO�y2'K gLnU � x-0 30 153 129 1�9 56.2 0.7 O.se 116 1 0,85 1 14 01a Natled � 35 750 127 i t 7 56.2 0 73 t.Ot 1.19 i O fl5 1 1 4 0.18 0 22T' Hp wood liami^plank�a� 5�16 325 Thra�gh 24 4� 147 125 116 562 0.76 10d 122 1 085 1 14 0.1a X 2:i' Ior.g DougFir gaiv. Sitling top edge of Larch �` 1A4 724 115 562 0 785 1 065 i 245 1 C.85 1 I d U 10 i ^:ail GIanY. 50 142 122 113 56.2 0.8i 7.09 1.27 � C 85 1 1 a o 18 55 140 121 113 562 0.83 111 12�3 i C85 1 14 Ot@ � 60 139 120 112 56.2 0.85 t 13 1 91 I 0 85 I 1.l 0 i d 100 115 102 96 562 0,99 1,2E 143 h>60 1 085 1 1 d 618 0-15 144 731 119 50J p 7 6.85 1 03 6<60 7 0 85 7 1 4 �.18 20 144 127 116 50.1 Q7 0.9 108 1 085 1 7,4 0.18 25 1qa 125 114 507 07 os4 1tz 7 oS5 1 7a o.ia ��ha� X Blind 2x4 30 i44 122 112 50 i O.i 0.9d 1 �6 1 085 7 1 4 0.1B Pla�led 35 tAt 120 111 50.1 073 701 t19 1 085 I 1.4 ote HardiePiank�C S/!6 °25 �'zZ`' Hp 7hrou�h �� 24 40 139 178 109 50.7 078 i3OA 1,22 1 p85 7 tA 0.18 X 2 5" long �o ed e of Doug-Fir � gaiv.Sidin� p 9 Lyr�h 45 /36 117 10$ 50.1 0765 1.085 1245 1 085 1 14 0,18 � nail plank 50 134 116 t07 50.1 0.81 t.09 �27 1 085 1 7.4 018 55 133 115 106 50.1 0.83 1 11 1 29 1 0 85 1 1 4 0 1 B 60 131 114 106 50. t 0.85 7.13 1 31 1 0.85 1 �.4 0.18 100 108 96 90 50 1 0 99 � 18 1 43 h>30 t D 85 1 1 8 6.18 0-15 127 115 104 38J 0.7 0.85 103 h�60 1 0.85 1 L4 0.18 20 127 112 102 38. 7 0.7 0 9 1 Otl 1 � 85 1 1 4 � 1 fl �� 25 127 109 100 38.T 07 0.9A 1.12 1 0_85 1'IA � 18 ohank X Bhnd zX � 30 127 107 98 38.7 0] 0 98 1 16 1 �.85 7 1.4 o 18 Nailed, 35 124 106 97 3e7 073 tAi i ti9 t e.eb i 1.a o �8 HardiePlank�) �/�6 �p 0222"HD Through WO°d 24 40 122 1DA 96 38,7 �,78 1.04 'f.22 1 �.85 7 7.4 018 X 2 5" long lop edge of poUgFir � �y0 103 95 3B.7 0.785 1.065 1.245 1 0 85 1 1.4 0.78 galv Siding �ank ��arch nad P 50 118 102 84 38.1 0.81 1.09 127 1 C85 1 tA 0.18 55 116 101 93 38 7 0.83 1.11 1 29 1 O 85 1 1 4 0-19 60 115 100 93 38.7 0.95 1.13 7 31 1 O 85 'I 1 A 0.18 100 95 84 79 3BJ 0.99 1,28 143 6>60 1 085 1 t8 0.18 �-15 180 172 156 88.4 0] 0,85 1.03 It580 1 0.85 1 1.4 0.19 20 190 167 153� 88.� 0.7 0.8 1.08 1 0.85 1 1.4 0.1$ 0.092" 25 19b �� 164 150� . � .. 86.4 aJ Q.94 1.12 1 0.85 1 14 OJ8 shank X Face Zx4 30 180 160 147 86.4 0.7 0.98 1.16 1 D 85 1 1.4 0.18 Nai18d 35 iB8 158 145 86.4 0.73 1.01 4.19 1 0.85 1 1.4 0.18 HarciiePlank� 5/16 525 0.222"HD Through WO°d 16 40 iB2 155 144 E6.4 0.78 1.04 122 1 0.85 1 1.4 0,18 X 2' long Iank Doug-fir galv. Siding p Larch 45 179 154 142 86.1 0.785 1.085 t.245 1 0.85 1 �.4 0 18 nad Ovedap $p 176 152 141 86.4 0.81 1 08 1.27 1 0 85 1 1.4 0 18 55 174 150 140 86.4 0.83 1.11 i 29 1 0.86 1 1.4 0.18 60 t72 1a9 139 ea.a o.as t.�s � 3i � o.As 7 �.4 0 �a 100 tA2 126 118 86.4 0.99 1.26 1.43 Iv80 1 0.85 7 1.8 0.18 0-15 174 158 143 12.6 D 7 0,85 1.03 hs60 1 0.85 1 1.4 �.18 2Q 174 153 140 72.6 0.7 0.9 '1.08 1 0,85 1 1 A 0.18 25 174 150 137 72.B 0.7 O.B4 '1.12 1 0.85 1 1.4 0.18 shank X Face 2X4 30 174 147 135 72.6 0.7 0.98 1.18 1 0.85 1 1.4 0.18 0.222" HD Nailed W � 35 170 146 133 72.6 0J3 1.01 1.19 1 0.85 1 1.4 0.18 HardiePlank� 5l16 6.25 Through 16 40 167 142 132 77.B 0.78 7.04 1.22 1 0.85 1 7.4 0.78 X 2' Iong �ank �oug-Pir galvrSiding P Lerch � �� a7 130 n.5 0.796 t.oas t2a5 1 O.as � �.a 0.�8 nail overlap 90 181 136 129 7Y.8 O.Bt L09 1.27 1 0.85 1 �.4 0.78 55 1 138 1T8 72.8 0.93 1.11 1.29 1 0,96 7 14 0,1 HO 15& 137 127 72.8 0.85 1.�3 1.3t 1'0.86 1 1,4 A8 7D� 13Q 116 109 M.6 099 128 �.43 tV80 � �.85 1 1.8 0.18 Page 13 ' :2.�nLIdUg`o'xaa^.'C.asac,a:.;; I,_ ��iy' �5�1 YVainerAaenue N3:6 � � - �� = ��!-; t-':��lu'�gton Bea=h CA 9iF4; \ i �Y 1 ' , .' �if 'r' -. � �92 �6"v2 -ali - 4 t �i� �i1t4j8d74595fax � - Pro�act RIO-Z?59-Q5 ��' ? ` _ __ 'f � � �. �� i i�"'4 �-�x�� , _¢�.�(;* rrz , � � h!eri��. i, i , > �.,: _ , , . .. . 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J 0.85 1.13 1.31 1 0.85 '1 1 d 0 18 100 tW 95 89 49.1 0.99 128 1.43 MBO 1 0.85 1 1.B 018 0-15 125 114 103 37.8 0-7 0.85 7.03 hz80 1 0.85 1 �,4 6,18 20 725 }11 101 378 0.7 0.8 LGB 1 0.85 7 1A ��1& o a92„ 25 125 108 99 37.8 0.7 0.94 1.12 1 0 65 1 1 A 0 t8 Blind 30 125 106 97 37.8 07 0.98 t.t8 1 0.85 1 1.4 018 G 22s kHD �ai�ed µp � 35 123 104 96 37 B 0.73 T.01 1 19 1 p.85 1 1 4 0 78 0 HarJiEPlank� 5/16 i 12 X 7' !on Through 16 40 120 103 95 3Z8 DJB 1.6a L22 y 0.85 1 1.4 D 1@ g Daug-Fir galv Siding top etlge ef � � 45 118 iR2 94 3Z8 0.7&5 t 085 1.2a3 1 0.85 1 1.4 O 18 naA Plank 50 f 17 100 93 37.8 0_81 t09 127 i o.es 1 7.4 0 78 55 115 100 92 3i.8 O.B3 1.11 1.23 1 0.86 1 7.4 O1& 80 i t A 99 92 37.8 0.85 1.13 1.31 A 0.85 1 1 4 � i 8 100 94 83 78 37 6 D.98 1.28 t.43 h>80 1 0.85 1 1.8 0 18 0-15 155 140 128 576 0.7 0.85 1.03 1KB0 1 OB5 1 1.4 0.18 20 1$5 13f 125 57.6 a.7 0.9 t.OB 1 0.85 � 1.4 0.�8 25 155 134 122 51.6 0.7 0.94 1.12 1 085 1 i.4 OJe �� Face 30 155 131 120 5T.6 0.T 0.98 7.18 1 0.85 1 1.4 0.18 shankX � 2X4 3S 152 129 119 SZ6 0,7a �.07 �.ig 1 0.88 � 1.4 0.18 HaafdiePlank�' 5N 6 5 25 a 222" H� �rough w � 24 40 148 127 117 SLB 0.78 1.04 1.22 1 D.85 1 7.4 0 �8 X 7' long piank �ug-Fir 45 146 125 116 576 0.785 1.065 1.245 1 0.88 1 �.a � 1s galv. Siding overlap Larch nail `�0 4q4 124 7�5 SZB 0.81 1.09 1.27 1 0.85 7 1.4 0.�8 55 142 123 114 57.6 0.83 i.ti t28 1 0.85 1 1.4 0.18 60 140 122 113 57.8 0 85 7.13 i.$1 � O BS 1 1.4 0 18 10D 118 103 87 5Z8 0,89 1.28 1.43 h>BO 1 0.85 1 1.8 018 0-15 tq2 129 117 48.4 0.7 0.85 L03 hs80 1 0.85 1 1.4 0.18 2(3 142 725 114 48.4 0.T 0.9 1.08 1 0.$5 1 1.4 0.18 15 142 122 112 48.4 0] 0.84 1.12 1 0.83 1 1.4 0.18 5 �� Face 2X4 30 742 120 170 48.4 0.7 0.98 1.18 1 0.85 1 1.4 0.18 Neiled 35 138 118 109 48.4 0.78 1.01 1.�8 1 0,88 1 t.4 0.18 HardlePlank� 5/18 6.25 0.727' HD ThrQ wood 24 49 136 116 107 48.4 0.78 1.04 1.22 1 0.88 1 1.4 0.18 X 7' bng �ank Dou�Fir geN. Sidin9 P Lai'ch 45 134 116 106 48.4 OJBB 1.065 1.2d5 1 o.BS 1 1.4 D.18 nail oveflap 132 114 t03 48.4 0.81 1.09 127 1 0.88 t 1.4 0.18 55 1 113 104 IQ.4 0�8� 1.11 i 1 0.95 ' 1.4 Q.1$ 60 12B 112 104 48.4 D.� iJ3 1.31 7 0.85 1 1.4 D.18 100 107 9A 69 48.4 �.99 1,28 1.43 hy80 t 0.65 1 1.9 0.18 Pape 14 i;vi�u J Lg2.va 5nr P.s.>c :,:.-.._ .� , �v , ,401 6"�,�me� Avenue'1t',�6 #. , ,_ �� "I:=�G;r�: B<�=ch CA ... , � • ;"C 2J�'-2r^_ cel; . � - � . t,14164i�4555fax �� ' - , �..._., RIO-2155:�`_� � , � ,- i__ � a � ,, . ,._,:d: ,. �-n',._._ i " �` �._ ,. i i,; ,x.- „ fc��t,..� ,�qJT;7� � - .r"� '�-i. , _ - -` - - � -��_s� , .p i , ` ? �r • " Basir L^:ir.d Speed mrh ' `_' '` : . ; S•: . fcefficieniSA;ag�ir��Ch�'cufatttSt�s Fo• I,�!�l:: 7 (:i-SeCUr1�.7iJUSl� ! ' -1±�-::. i.,__ �ec�s �RC� -- - K ---- � i Prcauc� . Stud 6uilding Des � '- ---�-- r g - - - - � �- --� rrn�l:ul � Ttu;:kness l^i�dth Fas;e:�er �astaner Frame i ;inchc�sj Iyps Spaciriy Type Spacing Haght 3 C; G coaa j ' ; (ir,ches) (inchesl lteet (PSF) �xp B E�P � F�P � k�� K� I GC� (il,�, � �--' � : 0-15 132 119 f08 4i � C 7 aas +_o� n i:o ��! o ss i; a a i3 ! ( I ' 20 132 1i6 7Cfi ai' 07 Os tON - +_jC�85 !�n 01d � 25 i32 114 104 4t t 67 094 1 12 ; i Oa^ 1 ^, G n 19� { .� p i Facc tX4 � 30 132 11? 102 .� 7 C; -3 1 7, �-+- = i��i q 13 p� Natletl 35 i29 � 7Ci ai ; 0-73 i ct t 1P `�-= N:, t� a U 1+:? 0"27' HD Thrcugh �vacd .,� 40 726 IGS 100 d17 075 t 0» i 21 a5 I i n u �ti H�rtl��f'!ru••k f �J15 - n 1� lon� Doug-Fir - - -�.-`' � planF 45 124 1G7 39 .>>�� o;3F t^C;5 13a�� ;;f„ ursiv Sidiny 1.vrc:i � -- - :y " i I nau ,;: r � 50 122 itHi se a�, oqt iaa iz�� :�.,7es ��, 7,n i 55 127 105 37 di ; 0.93 t1 f �1 2s (_� p 8S t. , O t8 � � 60 119 704 S5 �it: 0_05 713 13� _ '' r85 i �a �]'fl 100 99 68 82 d1 7 0 99 1 26 1 a�+ h�5C �, 45 ? 1 9 � 78 � 0-55 123 112 102 36 7 0: 0 35 1 03 h<_80 0 85 � 1 9 U 18 �- � I � ' 2� 123 109 9u 36,' 0 7 0.9 1 08 ; i C 85 1 i 4 U?8 � :) 09�' � 25 123 i Q? � 98 ?6 ? C, 7 O S» 1.12 �! C 65 7 1 4 0? 8 t3lvid 30 123 t0A 95 36? 07 098 ttE �` p85 I id 0.?8 siank'X, � ^Xd �-- - --�-- - - - � � '�< I1U �+ailnd ,. 35 12i 1C3 ! 95 36' 0.75 1 Oi t.13 ' n85 1 1 C ^ 18 iiar:m�Fiar.k�?� °J+n ' B"5 �'" Thr,ugh "'d 40 118 1G1 54 3E� 0.76 i.0a i2? ' G&5 I �. n'B ( Y, �' long l}aug-Fii . . � top edge of 45 117 104 33 3[+ ; �; a5 7 065 t 245 r i 0 85 1. : 0?8 � . galv Sulir� Larcn • ' . . P�=�"k 50 115 I 9° y1 3& 7 0.81 7 U9 1 2r i t C N5 ? 7 q u 1H i ai: _ i � 55 113 °8 _ 91 3� � O.a? 1 t: i 2� '? f � g5 ! i a G �t3 60 112 97 9Q 36 " 0 85 1 13 1 3? t G.85 7 1 4 0 IB f00 93 82 77 367 O.L9 7.26 1 43 h=-60 � F G 85 1 1 S 0 18 , 0-75 117 10G y6 72 7 0.7 0.85 'I 03 h_�6t� t Q85 1 1 A 0.'18 � I 20 117 103 94 3? 7 G 7 0.9 1 OS i Q 85 1 1 4 0.?p i E 25 117 101 92 327 6_7 C94 112 �� 085 1�A 0_18 � I :i't92" F - shank X alind � 30 117 99 91 32.7 0.7 0.98 1.tE � i 0.85 � i..1 O.SB NaOed 35 114 97 89 32I 0.73 1.01 179 1 D.85 1 t4 �.18 i o 222" HU w�od Haro�eP}annr: f 5%:'6 � 915 Thro:;gh Z4 40 112 96 B8 32.7 OJ6 104 122 1 0.85 i 14 0.78 � , X 7' IonM �ap edge of PO �` 9-F �� 45 110 95 87 32 7 0795 1 085 1 245 9 0 S5 1 � 4 0 18 , 9»iv SlUing lank �arch _ � n3it f� `.�0 108 93 67 32 7 0 81 1 09 i 27 1 D SS � 1 4 0 18 55 107 93 @6 32 7 0 83 7 t t 129 t 0 85 5 7.4 0 18 60 106 82 86 32 7 0.85 1.13 1 31 i 0 85 9 7.h 0 1 B 100 88 7S 73 32, 7 0.99 1.26 1 43 7v8p 1 0 85 1 1 8 0 18 � 0-15 102 83 � BA 252 G.7 0.85 1.Q3 ha'60 � G.85 1 t.d 0 58 f 20 102 90 82 25.2 Q 7 6.9 1.08 ' 0 85 1 1 d 0 19 ( 25 102 88 Bi 25.2 0.7 0.84 112 ": 085 1 7.� 07B � Blind 30 1Q2 86 80 25.2 Q.7 0,88 1.16 ': Q.DS 1 L� 018 � shank X 2X4 Na�led 35 100 85 78 252 a.73 1.01 1 ts + 6 a5 1 1 a 0 t� H:�rd,�;P:an=-i ! Siic .�. 0722"H� ThfOUgh W �� 24 40 98 $4 )8 252 0.76 t.Od 1.22 � 4.85 1 14 U79 X 2" long �o ed e of Uoug-Fir yalv Siding � g Larch 45 97 83 �7 25.2 0.�85 7.085 1245 i D s5 9 7 a a.t9 naq p�ank 50 95 82 76 26.2 0.81 1.09 127 0.85 1 1.4 0,18 55 94 81 75 252 0,83 1.11 1.29 ' 0 85 1 1.4 D.18 fi0 93 81 75 25,2 Q85 1.13 1.37 � 085 1 �.d 078 100 77 68 64 26.2 0.99 1.28 �a3 h>80 t o.85 1 18 O,te 0-15 191 174 158 88,0 0.7 0.85 t.03 hs8a 7 0.85 1 1.a 0.18 20 191 169 154 88.0 6.7 0.9 '108 i 0.85 1 1.a 0.1& p �„ 25 197 166 151 98.0 0,7 0.9a tt2 1 0.85 � t.a 018 shankX F � ZXA � 19 � 162 149 $8.0 0,7 D.98 118 1 0.85 f 1.4 0.18 0.222"HD Neiled Wo � 35 787 i59 147 8s.o 0.73 �,ot t,ie � o.a5 1 1.4 O.ie HardiePiank� 5H6 525 X2.5"IOnA Through SP � 16 q0 t6q 157 145 86.0 OJ6 1.Oa 1.22 � 0.85 1 1.4 O.iB plank 45 181 155 143 H8.0 0.785 1.085 1.2a5 � 0.85 1 1.4 0 tB galv Siding overla Pine-Fa naif P 5� 178 153 142 88.0 0.81 1.09 1,27 1 D.85 1 7.4 O.t9 55 176 152 Y41 88.0 O.B3 1.11 128 i 0.85 l 1.4 0.18 60 174 157 140 88.0 0.85 1.13 1.31 1 O.BS '1 1.4 0,78 100 144 127 120 88.0 - 0.99 1.28 �.43 h>60 1 0.85 1 1.8 018 0-15 175 159 14A 73.9 0.7 0.05 1.03 hs8a 1 0.68 1 1.4 018 20 175 185 141 73.a o,� o.e toa 1 0,85 1 ta O.�a 0.092° 25 176 151 139 Y3.9 0.7 O.sa t.1a t D.a6 1 �.a o.te F2ce 30 175 148 136 T3.8 0.7 0.98 1.is t o.e5 1 1.4 0.78 0. Y2" ND Nailed w� 35 172 146 134 79.9 0.73 1.01 1.19 1 0.95 ! 1.4 0.16 HardiePiank$ 5116 6.25 X2.5"b� Throuph S 16 4Q t88 i44 133 T8.8 OJ8 1.�4 1.22 1 6.85 1 1.4 0.18 galv. Siding P pin�F'ir � 185 142 131 73.9 0.785 1.085 1.245 1 0,89 1 7.4 0.18 nail ovefl9p 168 140 130 77.9 Q87 1.08 727 1 0.85 1 1.4 0.'f8 5$ 161 138 t29 �9.D R&3 '1.11 12D t D.64 1 1.4 Q'IB 60 58 1�8 128 3,9 0.85 1.73 1.31 1 0.85 1 1.4 0.18 1f10 132 117 110 73.9 D.99 1.2a 1.43 h>60 1 0.85 1 1.8 0.18 Page 15 ,' ii:� 'r/�� S ` ' � �_.-53� �f(( l�+' _ r Ro„a:d Oaavra and Associates, loc • �-' _- • , 9� � � '�901 �Vamer Avenue. #3'f Y�`'` `'i , � 'a°,e = '� . I;unt:ngwn Beach, CA 92E19 '� � .�., � t�i. ,;?4}'2'y2-260'Lczl:: _ r � ,. � ;7'4}84� - - . - . ° `}., ':. Pin�ect RIO-2159�09 = �- �' 1'�3�t ,:'r.} ; ,�' j - - ! �, ,_ ` r,"�: - . ,Nzr_' �:�du� irn_ �� '�'-£�- --:� �-�: IO��`t Fd:� r\e�a��ue -,., ; ' �'-_ _ a - ,�� ' F�,i�?a�ia (;A9�33; " � �. {,i�..j��,}�`�:. �� q , i 3:J0-:Jd.'" �`'' ' � C> � � � ��1 ;\��# ,"( '�,- y�' , _ � _ 4 . ; i q-�' J�� { "� a '� �,.,. �- E `,4,�,� ��S'`x� i `t Bas�,c Wind Spee. rc�ph Coefficients usetl in Excel Calculation�l6y� �!�,.;;�� . j (3-secar,d gusq __ _ -_ - - lBCB& IRCuJ _ K - --' Stud fluilding Desnsn Product Width Fastener Fasiener Frame �Pac�na Neighi B C 0 Lcad � Froduc� �hickness IPSF) ExP � Exp C Eap D K„ K., I uC 3C,,, pnches; Type Spacing ��YP� �i��as) (feeq inches` 63 7 p 7 0 85 1.03 hs60 1 0 85 1 1.4 O 16 0-15 163 148 13d 20 163 144 135 63 7 0 7 0.9 1.06 1 O NS 1 1 4 0-18 1 ? 095 1 14 O1B zs 153 �ao i2s e3� o� osn i�z 63i o7 O�JB 11E 1 085 1 14 0?E 0 09[" Face 3� 163 138 726 g3 7 0 73 1 0? ,, ty 0 85 1 1A O t8 shank x �X 35 15g 1:5 �75 � Naiied 0 a5 1 1 4 0_98 0 222 NU NiO 16 �10 1�6 733 123 03 7 0 76 1.04 1 2: Hard��Pi:�nk� �/ ' ZF X 2 5" brg Thro�gh Spruce- 1 0 85 1 1 4 0 18 Olcnh 45 154 132 122 63 7 0 7E� 1.065 1 2�t5 _. i'ine-F:r (, qaiv Sidinp � �,•erlap SO 15 � 13C 121 63 7 0�1 �.09 t 2; 1 C 95 1 1 n 0 1 � natl 55 149 129 120 63 7 0 83 ? 1} ? 2b t u 85 1 1 d Q I S 60 I 48 128 119 53 7 6 85 1 13 1 31 � r� 85 7 1 4 0 1 B �pp �QQ 108 102 63 7. 098 1 26 i 43 h�60 1 0 8F 1 1 9 O.ih 0-15 153 13B 126 560 C 7 0.85 1 03 Itiou i C 85 1 1_4 01`� 20 153 135 123 56.0 0 7 o s 1 08 1 0 eh i 1 4 � 18 25 153 132 12 t 5fi 0 0 7 0 94 ?.12 � I 0 85 1'I A 0.1'J i 0.092' 30 153 729 118 560 0,7 !198 7 76 1 0.85 i t4 0.18 BIInd 2y4 0 �17 560 073 101 1.19 I 0.85 1 1A O18 4 sharik X 35 tA� 127 Nailed 0222"ND rnrou h wood 16 40 146 125 716 5b.0 076 104 122 1 095 1 i4 01 Hc r 7iePlank'e; - 9 ` 5 X 2 S' lon• 9 Spruce- s 7 0 e5 1 1 4 Q�e �.op edge of 0.5 744 124 114 56 0 0 78.. 1 095 1.245 galv. Sidfr.c� Pina-F�r plark 50 142 122 113 56.0 0 81 1.09 1.27 5 0&5 t t a nad 55 140 121 112 560 0,83 7 i'I i 29 1 0.65 1 1 4 0 18 gp 138 120 Si< S6D 085 1 f3 1.31 1 OES 1 14 0 i8 1pp 115 �02 95 56.0 099 126 143 h>6D 1 085 i 1 8 (l i8 a�& �44 �3� ��g 5p,0 07 085 103 h5d0 1 085 1 14 0.18 20 144 127 t16 50.0 0.7 0.9 1�J8 7 0_85 1'14 018 25 144 124 114 50 C 07 0.94 i.'I2 1 0-85 1 1 4 D.18 O C92" 30 1d4 122 112 50.0 0 7 0 98 1 16 i 0.85 1 1 4 0 18 Blind shank X 2X4 35 141 12D i 1D .50 0 0 73 1.01 1 19 1 0,85 1 1 a o 18 Nailed w �� 085 1 14 D'I& 0 222" HD Throu h 15 40 138 7 i8 109 50.0 0. � 5 1 04 1 22 HaidiePlank� 5IS6 y25 X25"long a Spruce- 45 �� »� �og 50.0 O7B5 1-085 1.245 1 085 1 14 0.18 rop edge of Pine-Fir galv. Siding P � an � gQ �3q 115 107 50.0 G.81 i.o� 1.27 � 0.a5 � 1 4 0 18 nail 55 132 114 106 50.0 093 t11 L29 7 085 � 14 0.78 60 131 113 105 50'Q O.J9 t28 7A3 h>60 1 U85 1 7.8 0.78 100 108 96 � 0-15 126 115 104 38.5 0 7 �J.85 1.03 h o0 1 0.85 1 1.4 0.18 20 126 112 102 38.5 0.7 0 9 l 09 1 0 85 1 1 4 0 18 25 126 109 100 38.5 07 0.94 U12 1 0-85 1 1.4 018 0.092" Blind 30 126 t07 98 38.5 D.7 098 i.t6 1 Cd5 1 �4 019 shankX Zx4 35 724 105 97 � 385 OJ3 101 � 19 1 O85 1? 4 0'18 Natled Wo � 0222" HR 18 40 121 104 96 38 5 078 1.04 122 1 0 65 1 1.A 1 HartliePlank� Sf1E I �4 X25"lon� Through SP��_ 45 119 103 95 385 0785 tG65 1245 1 085 1 14 01d � op edge of � galv.5idfng � plank Pine-F�r SQ t � 8 �Q� cq �8.5 O.Bt t.os 7.27 t 085 1 ta 0-�E nail 55 116 100 93 38.5 0.83 1 71 1.29 1 0 85 1 1 4 C 18 gp t'15 100 92 38.5 0 85 1.13 1 31 7 0.85 1 1 4 0 18 1 � � gq 7S 38 5 D.99 126 1 43 hr60 4 D 85 1 1 8 0 19 0.15 156 142 129 58 6 0.7 0 85 1.03 hs60 "I 0,85 1 1 4 0.18 20 156 138 126 58.6 07 0.9 1.08 1 0.85 1 14 0.�8 pb 1$Fi 135 123 58.6 0.7 0.94 1.12 1 0.85 1 � 4 018 O.D92" Fa � 3p 156 132 t21 58.6 0.7 0.98 1.18 1 0.85 1 1.4 0.18 5hank X Zx4 35 153 130 120 58.6 0.73 1.07 1.19 1 0.85 1 t 4 �.18 Q222" ND Nailed Nrood Hard�ePiankCR3 5115 5 25 Through 24 40 15D 128 118 58.6 0.79 1.04 1 22 1 0.85 1 1 4 0 8 X 2.5" tong plank SPN� 45 147 126 117 58.6 0.785 1.065 1245 � 0.85 1 1.4 0.18 galv. Sidm9 overla Pine-Fir r� 145 125 116 58.6 0.81 1.OS 127 1 0.85 1 1.a 0 a8 nail P 56 1 A3 12A 115 58.6 0.83 1.11 t 29 Y 0.85 1 1.4 0. 60 142 123 114 58.6 0.85 7.13 1.31 1 0.85 � 1.4 0.18 �Qp i�7 104 9B 586 0.99 128 1.43 h�60 1 0.85 1 18 018 0-15 743 13p 118 493 0.7 0.85 1.03 hs60 1 0.85 1 1.4 0,18 p0 143 126 115 49.3 0.7 0 9 1.08 1 0.85 1 1 A 0 18 25 tA3 123 113 49.3 07 0.94 1.12 1 0.85 1 1.4 0.18 0 097' F � 30 143 121 111 49.3 0.7 0.98 1 16 1 0.85 'I 1.4 0.18 shenkX Ne � 2X4 35 t40 119 110 49.3 073 1.01 1.19 'I 085 1 1,4 0.18 D.222" HD � W9h w°od 24 40 137 117 10B 49,3 0.78 1.04 '1.22 1 0.8b 1 1.4 o.1a HardiePlank� SJy6 6_25 X 2.5" bng SP� q,5 135 116 107 49.3 0.765 1.065 1.245 i 0 85 � 1.4 0.1� galv. Siding Plank P��F� 1n�3 115 106 48.3 0.81 1.09 127 1 O.BS i 1.4 0.�8 overlap `a� nail � 131 114 105 4s.3 0.89 1J> >29 i 0.89 1 1.4 018 �p �30 113 105 49.3 0-85 1.13 1.31 1 0.85 t 1.4 018 100 107 95 88 49.3 0.99 1.28 1.43 M>80 1 0.85 1 1.8 0-18 Page 16 ".�� .,1 Q;:aw2 ��.^,7 Aa=rlatzs , � -..,'� l"Jcrn:r .�.,,,,:,u: §.: � , ?it�r�: r.^,t�n Bea� � :,A S�7i;4' • „ . � ' �� ; • '$`'- ��14126.':�i01_,eP _�` ` � = �; �a� e��, .;5y, , �x -� .. �,�� Ric � :,-� � , " .:. - ;'�_ • r . � i , . �_., -,� , � . ' - , _, : :,,�., ' _ ;_� I ,u:an..� � o g , �; �'s'� - I .� i_ . �. 3, - 'r-, � . i -- - ' � �?� _,-� � - f ' - t�. � 13as:G Wnd Spe�:d :r.��h � � � 1�'� ��oefric:ents used in i=xc�F�3 Et�1'a�le-��' - ,'3-secenn u�s � �,�'"" � .,:. - e �^,' _- 1dGC�i&lRC,:�,�. � I -;�---- -';!i � ��i_�,41�� /��;R`tf - -� -' �;''� �- - i P� o;luci � Stud 8uildin9 e��iqr ""� -- �-- - YJir.th �astenar Faster.er Frarne � � i Nru;.n:� ' 7h �knuss ; .Pacir.g Mioight 8 � � � < <cao � � � • , � nncnes; Tv� 5pacmg Type : i rcnEs� '(,nches feet �+�SFI �p B Exp G� Erp p F-,I I t,��, GC,,. � 0-15 933 72? 11D A2.5 C? G,85 '. 03 h<_oG 1 O e5 i t 4 019 + 20 133 ? 17 107 42-5 C� 0 9 � 1 08 � 25 I 1;� i: 13 ' 25 133 115 105 �i2 s o.7 0 9M1 i i2 7 0°, i t n O t6 0 092" r-:;ca j 30 133 I 1:! 103 425 0 t 0 53 1� 6 i 1 i) 8.`, t1 1-f C; ; 5 % >hanY.X �X4 �_ ' Pi� �ed � 35 130 I 1 7q2 d2 5 U.7's ', Ot , t 19 1 J"�S ; i 7 5� G i(� � 222" HD �.vecd N;::d:;': a�� h�.�- , �., : 5 I rv auC h � � 4 H O ' 2 S ',' J 9 U � 1 J?5 dJ6 1.04 i"<2 �Y)AS 1 1� 0!5 � I x 5�• �c�y SFr,.<,e- i I--� '--�-- _ gal�� <7d:n� pl2r,k P:re�F� ' L''S __ "25 � 100 v7s _ c-79� � oas � 2a5 +� �s=, � � � n i; everlaF t :A i24 {'1?G J5 J2 `� .-_._. "_ i' r: _ nad { �. - . 4b7 1 9B != t i Uo I 55 122 706 98 J2 5 0.83 i 11 1 23 1� U t35 � 1 1 d�) 13 ! �0 121 105 97 tl25 085 i 13 1,3� 1;iRS 1 14 q 19 ' 900 1b0 6A 83 -125 099 126 143 h>o0 1:�L'S 1 73 0,13 �� F�_ i 0-15 125 113 103 37 3 0.; C g5 1.03 h=�0 7_'� U 65 1 1 4. G 1@ � � � 2Q f 25 1 � Q 100 3; 3 0_? 0 9 l u9 1! C 85 i 1 1 4 t �) 19 � � , � _. . 0 092'. 25 125 107 , 98 3; 3 � 7 0�'s4 7 t� C t�^ d5 ; t. t<I 0 7 3 : � � E3Lncl � 30 125 105 97 3; g e? 0 5E �!s ' i t� J fi5 i 7 t�t o �8 sYiar.k X ��ailc�d " 35 122 10A 96 3'r.3 0.73 tA7 7 i9 7 085 1� 1 n o 13 � Q 222" HD f lank^� I ��7� g?S lhro�gh wOC,d w.y 40 120 iQ2 94 373 H:s«r.zr , $Gru�b- C.76 t.04 ; 22 1 D 95 1 I 4 G 1b X 2 5" lonc te� eAC�e nf q5 11N 101 93 37.3 0.785 1.085 i.2451 7 D y5 1 1 n U 18 gah. SMing `i3nk P're-Fu . „�;; j � 716 10C 92 37 :i 6 8? 1 09 ' � D 95 � � 7� c i 8 i i 55 it4 99 32 373 083 tt? i 9 ;'�55 t tA��.1d 60 113 98 a? J7J 0.85 1 13 i 005 1 � d 4 G.13 100 94 83 78 373 �99 126 id3 h.d0 Y p85 7 t.ii O.iB Q-15 118 107 97 33 3 0 7 p.85 t p3 h-�0 1 Q 85 1 � A C 18 i I � 20 718 104 95 9�.� 0.' G.9 1 GB 1 p a5 1 i n p�g � � 0 092'• 25 118 t02 93 3� 3 OJ 0.9A 1 12 1 "v 85 I i 4 0 18 � snark X ��r;c `x4 30 115 99 �3 i 33 s 0-7 0.98 1��6 ! 0.85 �: a p 18 6.222"HD Nailed `ioQo 35 115 98 90 3J.3 073 1,01 1.�3 1 0.85 7 14 6.18 HaiC�eFlanV:J 5�?6 925 '(hrOUgh 24 40 113 97 89 333 076 1.04 I22 I 685 1 1A 018 X 25" �rig Spruw� � galV S�Ing �O�' edge of PinE-Fi� 45 11 7 95 88 33.3 0.785 1.485 1 245 1 O,E5 1 1 4 0 iB rait P �`�� 109 94 87 33.7 O.B1 1.09 ' 27 1 p 96 1 1 4 0 18 55 708 93 87 333 0.8's i,it 1 29 t 085 1 i 4 0 t8 60 10? �J3 86 33.3 0.85 1.13 131 1 0.85 t 1.A 018 100 88 78 74 33.3 0 99 1 28 i 43 h>80 '1 0 85 1 1 8 0.1 B 0-16 103 94 85 25.7 OJ o.g8 1 03 hsso 1 0 p5 1 t.a o t8 ' 2Q 103 91 83 25.7 0.7 0 9 1 OB 1 0 85 1 1.4 0 18 � 0092` 25 fp3 09 _ 82 25.7 07 Q8q 112 7 085 1 14 018 ( ShBnkX Bpnd FX4 30 f03 87 BO 25.7 OJ 0.98 i i6 1 6fl5 1 14 01& Netlefd 35 101 86 79 25.7 tlJ3 1 Ot 7 19 1 6 BS 1 1 i 0 13 H2ttl�ePiankr� i �/16 �p 0.'2?"HD ��oUgh � I 24 q0 99 85 78 25.7 078 1.04 1,22 1 085 1"I.d 018 X _ 5" bng Spruce- galv. Slding tap edge oi P � o F. 45 98 84 77 25.7 0785 7.085 7.245 7 0,85 1 1,4 � 18 I nail plank 5p g6 83 77 25.7 p 81 1.09 1,27 1 G 95 1 1 4 0 18 � 55 95 82 76 23J 0.83 1.11 129 1 C.ES 1 1,A 0.18 80 84 81 75 ZSJ 0.86 1.13 �.31 1 p96 1 1-4 0,18 100 78 68 65 55.7 0.99 L28 1.43 h>60 1 0,85 1 t.s a.t8 0-15 177 160 146 TS t 0.7 Q 85 i D3 hB0 7 0 85 1 1.4 0.78 20 777 156 142 75. Y 0.7 0.9 t.68 � p 88 1 7 4 0.18 0.092" 25 177 152 740 75.1 0.7 0.94 112 7 085 1 i.4 0.18 shenkX Face 2X4 30 177 149 137 75.1 OJ 0.98 1 t6 � 085 1'I.a 0.18 0122" HD Neiled W � 35 173 147 135 T5.1 0.73 1.01 1.19 1 0 85 1 1.4 0.18 Hard�ePlanl� S/t6 5 25 X Z „ �� Through S �6 q0 170 145 134 75J OJB t,P4 1.22 1 0.85 1 1.4 G.18 galv Sfdmg Pla�k P .�F� 45 167 143 132 75.1 0785 1.065 1.245 1 0.&5 1 1.4 0.18 nad °Vef `� 164 142 131 Y5 7 081 t o9 i 27 1 o.e5 1 t.a 0,18 55 182 140 130 TS.f 0.83 1.17 12�J 1 0.85 1 1.4 0.78 fi0 160 139 129 751 D.BS t�3 7_3'1 7 OBS 1 1.4 018 109 133 116 110 75.i Q,BB 1,28 1,4$ h>60 1 O.B$ 1 1,8 0.�8 0-1 S 162 147 133 63. J D.7 0.85 1.03 h�0 1 0.85 1 1.4 0 18 20 162 143 130 63.1 0.7 0.9 1.08 1 086 1 1.4 OJ8 0.092" 26 162 140 126 63.1 OJ 0.94 T.12 1 q.85 1 t.a o ta shankX FaOe 2X4 � 162 137 126 B3.f 0.7 0.86 t.16 1 o.as 1 t4 0.18 Nailed 35 159 135 124 � OJJ 0.73 1.01 7.18 1 0.88 1 1.4 0.18 HardiePlank� 5l16 6.25 X Through S � 16 40 155 133 123 63.1 0.78 Lp4 �.22 7 0.85 1 1,4 �.18 8 piank � q5 153 131 121 63.1 0.786 �.006 7345 1 0.86 1 1.4 0.78 gaN. Siding oveAa Pirre-Fir naU P � � >3� 120 83.7 0.87 t.OG 1.27 � O.B6 1 7,4 0.18 55 149 129 119 83.i s.N tze t oeg ��.4 o.ia 80 147 ' 1 7 118 83.1 0.86 1.13 1.31 1 O.BS 1 7.4 0.18 100 143 itlH 101 63.1 0.99 t28 7.�3 h>s0 1 O.BS 1 1,8 01B Page 17 � - ......�......_. .�.._�..,.,....�..W........,.....,.. ._ .._�..m....�....,.w..,.r....W..... � yt , rx � f, , �_ _ ;r . • '}.� , _ _ , Rc.aa 09a�:�a ar.a.=+�scaaies 'nc " . � 7'=y -�.;! b'VamarAver.�e 43, : " j�� I u B�au+ C,P. 9s'o4Fi r `��. r �"� � y:�i:� �. s �� t � s � , _��, i?14� 292-260;_' c?I: - - ,� '' :,�. • � ( r 141847-0595 fex - �� ' %;1 -�, y �� , _, . � � . % _ . �rciect RIO�i15�3-U� -- *'� . � �� : � �� - ;. .._ I r,:._ �.� ,,. � �-e�.:;. � _�#} - L � � _ r ,. ,.a�..,.. y J-._ . � _ .� _ _ �.�1 ( i�, _ i-� :;:, a i'� y ?.� -� � _ t;;i;�-',�- ' � � �� . .`�i ? y;:-�-y M1 t�� 'i� - • t �.,` t ` ' ` a ��• '�/,�t`..5 � � �� f '!" ��/i� � c..�� ,� �,, �.. , ` �: I Basic �nd Specd rnch Coe�ficients used in EMCe! Ca��k�ttdnt3Wr!�abie 7 ? (3-seca.nd ��st) :BC�& lRC�' � - : Produ:+ StW Su�kffn - - P�^d'�,:, i Ttuc':cr�e<s '�'r'dtn Fastencr Fast�rar Fra^�� 9 ''�'-' j - � ;.r._hesr Type Spacmg Tyyz Spac:ng 1ie�gh! 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'� 0 95 1 1 A 0.18 f j 'X1 cng Sp;�;ce- ! j{1r.lv Sldint� to{: �dge of �, e �. 45 109 93 � J1.9 0785 i,Q65 ? 245 1 025 i 1 A 0,78 � ..,.. planh 50 ?07 92 85 37.9 0.87 �.95 ti7 1 OF,S 1 14 C.18 ; � 55 106 91 25 3 i 9 0 83 i t i i?,9 1 p 85 1 1 4 t; t 8 � 50 t0A 91 84 34 9 0.85 1.13 1 31 1 p 85 i t,4 0.19 10Q 86 77 72 31 9 0 99 1.ZS 1 43 h>66 1 G.BS 1 1.8 0 18 � 0.15 109 99 90 28 J 0.7 0.85 ?.03 h�SO 1 0 85 1 1<t Q.18 ' 2� 109 9$ 87 28.d 0.7 0.5 ? 08 1 0 f35 1 1 4 0 16 f , 25 ?�9 34 86 2E -0 QJ 0 54 t 12 1 0 n5 1 1 d 0.18 i U 0'�Z Bl.nd _ 30 109 92 SA 18-d 0.7 0�98 t 76 1 0.&5 1� d U 78 sh�r.k X Nadeq �}�� 3b 106 90 $3 28A 0.73 1.01 t 19 1 6.85 1 i.4 0.18 Hard�=_P�9n::^.'-� S7?5 i<� � 2�[ M�0 rnrOU h woOC 24 9 40 104 89 82 28A 0.76 1.OA t 22 1 0.83 1 1.4 0, t B X 2" !eng Spn�ca- top adgo d q5 103 68 81 28.4 0.78& 1.Q8S 1.245 7 0-85 1 1 4 0 78 qalv Siding Plank Pire-Fir � na!! I 50 701 fl7 81 28.4 0.81 1.09 12i 1 0.85 7 14 018 � I � 55 100 86 SO 1 B.4 D.83 1 J 1 7 29 1 0.05 1 1.4 0,18 i f 50 99 86 79 28,4 0.85 t 13 1.31 1 0.85 1 1.4 0.18 100 82 72 68 2B4 0.99 I29 143 h>B6 1 0.85 1 1.8 O.iB � € 0-15 95 87 79 219 OJ 0.$5 1Q3 h°_fi0 1 U.85 1 1.A O.iB � I 20 95 64 77 21.9 07 O.�J 1 Qa 1 0_85 1 1.4 0 is J 052" I 25 95 82 75 279 0.7 0 96 5'12 7 O.BS t 1.4 0 73 �Gnd 30 95 81 74 21.9 07 �.98 t 16 1 0.85 1 1.a 018 shanh X Nailed Zx4 35 93 79 73 21.9 0.73 �A� 1 18 1 0.85 1 I.4 0 18 f�srda�Plank� 5/i6 1? �'Z22'�HD Throu h W � �-0 40 82 78 72 21,9 OJ6 1.04 1.22 1 0.85 1 1.A 0.18 X 2" Inng g Spruce- top edge of q5 90 77 72 2LS 0.7&5 t.085 �245 1 0 85 1 1A OJa c�aN SidinB �lank Pine-Fir � By 76 77 21.9 0.81 1.09 7 27 1 485 � 1 A 0.18 � a�l 55 88 76 70 21 9 0.83 1.11 1.29 i 0$5 'I 1 4 0.t8 60 87 75 70 21_9 0.85 1 t3 137 1 085 1 1 4 0.18 100 72 64 60 219 0,99 126 1.43 h>60 1 0.85 1 1.8 0.18 �� rir�i,� �imitations of Use: 1) Fastener pul�out must be avaluated when instailed over steel studs or a species of wood studs other than that whic \\+�� te�d.'� / ��/1�� 2) In Migh Veiocity Hurricane Zones {HVHZ) install per Miami-Dade County Florida, NOA 07-0418 04 `�� y T - 24 7 � � •_ : - �3 �, � - � d�' Sl"/1TE O�'� � L4 ; . • . �'r,�� L7Rit?�`.• • � � � �, ' • • • '�, ,: , � �,, , ��p NA, � `y ��y,� � Page i9 M I A M I�DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DAD� FI_AGLER BUILDING BUILDING CODE COMPLIANCE OI�FICE (BCCO) 140 WEST FLAGLER STREET, SUTTE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A�-IJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such tesring and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deternuned by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOC[JMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-SX, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/OZ/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Mianu-Dade County Product Control Division. MISSILE �MPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicarion has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sha11 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ternunation and removal of NOA. ADVERTISEMEIVT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date ma.y be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 °-. Expiration Date: May Ol, 2012 Approvai Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. A1'I 16423-3 PA 202 & 203 03l18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1 Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on OS/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by Nationa] Evaluation Service, Inc. on O1/Ol/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignrnent and Memorandum of Assigriment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07-0418.04 Eapiration Date: May Ol, 2012 Approval Date: May 31, 2007 E-1 � -� � o � Z�p �= zn ,p N W U QF¢ " wm \ K o' � o �, Y' o¢ Ji.i WZa � � Q�� o Z� q � - - ��o z�a b f i � � _ � r c� Z��U ¢� � WZ�o Z d ' _. �.k_ p ¢ ¢ l7 qA : O ...�m o g � - `_ - �WZ ai . zmx � ° N � , , �� z ¢�� -'i °° � � � � � �= J = L � a f /. W W J W � , � I $ o N+' 6 v Q ZP9 �J= �� +` -� � R Wa W S ~ 1 w��.� i9 O r oii tl Ifly i U Q= �'�3 E VOD 3 Z�jFI 3N� a � 7.� N W Q t a ci. 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J I l i '�, , �I t � •;x;#t+�"rc" ` �� 'aE: • , `:�.`€�� P"' .,, p : ,' 'kxa '„ � a 3r �.�.� 'v, �F� . .r ^ s . < „ . _ :- �"� 'm 6> s'. � .��N� � ��s� r �� ' �-'',�'%�<Y.,_.. . . . ��^ � , .�6,�+� , K:'�p � � ' ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Sta[s & Facts Publications FBC Staff BCIS Site Map Links 5� �` €. . s� i a '& � Product Approval _�� : . .� USER: Public User �FK{` ,n �« � Product ApDroval Menu > Produd or Apolication Search > Ao�lication List > Applicatlon Detail ��'� FL # FL13265 �r < �`. :; . � -,� ; . ' ° � Application Type New _ �� Code Version 2007 � � :�,�; ��`° �' Application Status Approved .:� :°' . �°� 3 Comments • * �, ,� 9, °° Archived F"" -s� � , �:� A q < ��. ��#"` y ``'"�''`�' p ' Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Category Panel Walis Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 httn•//www flnri�lahnilr�ina nra/nr/r�r at�n �ltl acnv7r»r�m�v(�Ft7Y(l�irtTln.�T?L�l.�..7��(1T�f.,'7.,!"!D,.L...,.oi �/C/'1llin Florida Building Code Online Page 2 of 3 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/O1/2011 Validated By John Southard, P E. � Validation Checklist - Hardcopy Received Certificate of Independence FL13265 RO COI RIO=Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard Yea ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/04/2009 Date Validated il/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 Summary of Products � FL # � Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber-cement so panels Limits of Use Installation instructions Approved for use in HVHZ: Yes FL13265 RO II install-hardiesoffit-hzl0.pdf ' Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13265 RO AE HardieSoffit Fiorida Analysis 11 07-0418.04. FL13265 RO AE NOA 07-041804.pdf Created by Independent Third Party: Yes Back � Next Department of Community Affafrs Fbrlda Bullding Code Onllne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 3239 9-21 00 (850) 487-1824, Fax (850) 414-8436 �O 2000-2010 The Sta[e of Florida. All rfghts reserved. Privacv Statement � Coovriqht Statement � Accessibility Statement � Plua-In Software � Customer Service Survev I Contact Us Product Approval Accepts: �44v.•//..n�n., fl.�.ril1..L.,,;1.7;,n.. ..«../.�..-/«.- n.... flfl .,......7.+...�.,.ti.—...l��tTVll...+T1....D1��1....,7G�L'/111.T.�.'7.. A IG I'l(�t f� Tbrida Building Code Online Page 3 of 3 �.: � �:heck WrJ�!$n x Se[ured YERtFY► fl�tl'II[IRlI\S/ flnri�o�iii�r�ir�n �rn/rr/s�r nr�r� �*� nnr�v7.�n.�nm—..r('_Tl\TVll...4T1....DL�l.....7�tiL'l11►iT.,'7�.r'_D,.1�«.,O/ A/G/'1l11 /1 . � Hardie SOffit ° �/ ��TM � �amesHardie Panels EFFECTIVE APRIL 2009 IN;�lAI l Nil(}N REC�UIC�EMFN�S - P['�IM�D f� {.;(7l ()f�}'LIJS° Pl�ii()�1�;l� uisit 'II 4 tR`i.� a mes:ar�iecoFnforthemostrecentversion. IMPORTANT: FAILURE TO INSTtaLL AND FINISH TNIS PRODUCT IN ACCORDANCE WiTH APPLICABLE BUlLDING CODES AND JAMES NARDIE WRITfEN APPI.ICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOIATE LQCAL BUfLDING CODES, AND VOID THE PRODUCT ONLY WARRANTI: SEFORE INSTAILATiON, CONFIRM THAT YOU ARE USING TFIE CORRECT HARDIEZONE INSTRUCTiONS. INSTALLATION OF HZ10''"^ PRODUCTS OUT'SIDE AN NZi OT'" I.00ATION WILL VOID YOUR WARRANTY. TO DEfERMINE WHICN HARDIEZQNE APPLIES TQ YOUR L�CATION VISiT W1NW.HARDIEZONE.COM OR CALL 1-866-942-7343 866 9HARDi STORAGE & HANDLING: p CUTTING INSTRUCTIONS Store flat and keep dry and oUiDOORS iNDOORS covered prior to installation. Installing � PosiUon cutting sta6on so that wind will blow dust away� from user 1 Cut only using swre and snap, or shears (manual, electric or pne�matic). and olhers in worldrg area. 2. Position cutting station in weli-ventilated area siding wet or saturated may result in 2. Use one of the fdlowii�g methaJs shrinkage at butt joints. Carry planks a. Best: i. Score and snap ii. Shears (manual, elechic or pneunaatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust reducing circular saw equipped wflh a - NE4ER use a ciradar saw blade that does rwt carry the Ha�dieBlade saw blade trademark from breakage. James Hardie is not Hardie&ade' saw Hade and HEPAvacuurn e�Rraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum res onsible for c. Good: i. Dust reducing circular saw with a HardieBlade saw blade P (onty use fa low to moderate cutting) damage caused by improper Impatarrt Note: For ma�dmum pro[ec6on powest respirable dust produdion), Jarnes Hardie recarxnends always using "Bes["-level cut6ng methods where feasible. storage and NIOSH-apprwed resPirffias can be used in cmjunciion wiTh �OVe cut6ng prachces to furiher reduce �s[ exposures. Additional exposure intamation is available at wowr.jameshardie.com to help you detamine the most appropriate curong method fw your job requirements. If concem s811 exists aboirt expos�ue levels or you handling of the product. do not canpy wim me above prx6ees you shald alwa�s consuR a qual'rfied industrial hygienist a contact Jarnes Hardie for further irrformation. 9JL'9310� GENERAL REQUIREMENTS: • HardieSoffit� panels may be installed over either steel or wood framing complying with the local building code. Install soffits to nominai 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), • All edges must be supported by framing. (figs. 3& 4) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. • Ensure gutters have end caps, Maintain a minimum 1" gap between end caps and siding & trim (fig.5). • Install kickout flashing at roof-wall junctions. (fig 6.) � Fi ure 1 � �� • DO NOT use stain on James Hardie� products. 9 INSTALLATION: • HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. -_ • Additional framing may be needed to ensure proper fastening. — __ �� • Soffits can be installed as shown in figure 1 Position the vent holes toward the outside of the eave �_�::: for optimal airflow. • 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per venti 9 to a,rs�de ot Ilnedl fo0t. eave • Alternatively vents can be installed into non-vented soffit. sn�m �� fascia (W�) HardieSoffil � • If necessary, an insect screen can be installed using construction adhesive. s�btasaa vented panel � � Note: net hee ventilation will be reduced. Fastener Requirements s�d��y -=-t-� + • Position fasteners 3/8" from panel edges and no closer than 2" away from corners when using soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methads Figure 4 • Install panels in moderate contact at ends, provide PVC or metal jointers, battens or leave Gfeatef than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit freming � framing less than or equal to member member 1Y Wlde SOfflt moderate contact H-jointer �keep fasteners --- p^ y�yay � - � . . . �trom comers � framing iraming 1' from end of sofftl � 3/8" fmm edge of soffit member member E • 3/8" f�om edge ot soffit ° N ♦ feave appropriate gap � batlen and caulk 'For additional information on HardieWrapT"' Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SiLICA DUST James Hardie° produtis conlain respirable crysqlline silica, which is known to the State of Califomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupadonal sources. 8reathing excessive amanls oi respiraDle silica dust can also cause a disabling end polenGalry tatal lung disease called silicosis, and has been Gnked wiM other diseases. Some studies suggest srtaki�g may inaease these risks. During inslallation or handlirg: (1) wak in outdoor areas wiih ample ve�lation; (2) usa fiDer cement shears iw atting a, where not (easible, use a Hardie8lade saw blade and dust-reduang drwlar saw atfached to a HEPA vacwm; (3) wam olhers in the immediate ar�; (4) wear a property-filted, NIOSH-approved dust mask a respirator (e.g. N-95) in accordance with apqicable govemment regulafions and manufaclurer instructions to turther limit respirable silip exposures. During clean-up, use HEPA vacuums or wet cleanup methals - never dry sweep. For further irdormadan, refer to our installation instrucdons and Material Satety Data Sheet available at www.jameshadie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAtLURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. semasos SF0904-P1/2 4/09 /r� ro� Maintain a minimum 1" gap between Fiqure s �;, KICKOUT FLASHING gutter end caps and siding & trim. �'� � Because of the volume of water ihat can pour down a sloped roof, s��,n�n�g /,; one of the most critical fiashing tletails occurs where a roof Figure 5 ��h�/, ; intersects a sideN�all The roof must be flashed with step flashing. `'` Where the roof terminates, install a kickout to deflect water away �„sen�ad�rer� from the siding. It is best to install a self-adhering mem6rane on the `�'"' w a l l b e f o r e t h e s u b f a s ci a a n d tr im boar d s are nai le d in p lace, an d siding � then come back to install the kickout. � Orip edge Fgure 6, Kidcout Flashing� To prevent water from dumping behind fascia the siding and the end of the roof intersection, install a"kickouY' of W�a sufficient length and angle to direct the water running down the r�f gutter and end cap away from the siding. FASTENER RE(�UIREMENTS • For wood frame construction a minimum 4d common naiis spaced 8" o.c at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations", • For conventional 20ga steel frame construction a minimum No. 8-18 x 0.323" HD x 1' long ribbed bugle screws spaced 6" o.c. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations"* "Minimum Basic 4'�ind Speed differs by locality. Where spec'rfied levels of wind resistance are required, refer to applicable Building Code Canpliance Reports. �ENERAL FASTENiNG RECIUIREMENTS • Consult applicable cade compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to ail areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsibie fa the coRasion resistance of Technical Services if you are unsure c� applicable compliance documentation fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicufar to sid'mg and framing. James Hardie� products near the ocean, targe bodies of water, or in very • fastener heatls should fit snug against siding {no air space). (fig. A) humid climates. • Do not rner-drive nail heads or drive nails at an angle. • If nail is countersunk, caulknail hole and add a nail. (fig. B) PNEUMATIC FA�TENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace naip Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clip�ed head nails. fastener is driven snug with the surtace of the �ding, A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, /� depth the nail is tlriven. If setting the nail tlepth proves difficult, choose a �� Csulk � �� setting thaf under ckives the nail. (Drive under driven nails snug with a \�Y edd nail �jyY smooth faced hammer - Does not apply for installation to steel framing). do not under � Figu A Figure B drive naiis CAULKING PAINTI[VG For best results use an Elastomeric Joint Sealant complying with ASTM DO NOT use stain on James Hardie� products. James Hardie products must be C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with painted within 180 days for primed product and 90 days for unprimed.100% ASTM C834. Caulking/Sealant must be applied in accortlance with the acrylic topcoats are recommended. Do not paint when wet. For application rates caulking/sealant manufacturer's written instrucbons or ASTM C1193 refer to paint manufacturers spec'fications. Back-rolling is recommended if the siding is sprayed. COLORPLUS� TECNNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus°Technology touch-up applieator Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HartlieSoffii' panel with ColorPlus Technology • Laminate sheet must be removed immediately after installation of each course • Terminate non-factory cut edges into trim where possible, and caulk. Color matchetl caulks are available from your ColorPlus dealer • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColaPlus� product dealer. PAINTING JAMES HARDIE� PRODUCTS WITH COLORPLUS� TECHNOLOGY When repainting ColorPlus products, James Hardie recommentls the following regarding surtace preparation and topcoat application. • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normaily not necessary • 100% acrylic topcoats are recommended • DO NOT use stain a oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written inshuctions regarding coverage, application methods, and application temperature "The illustration (figure 6) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. RECOGNITION: In accadence witl� ICC-ES Legaq Repor1 t�R�05, Hardi�dGt panel is recogNzed as a suitade alkrrrete to that�ec�6ed in: the BOCA Na6orrel Buid�ng Codelt999, ihe 1997 Standard 8uiding Cak, tlie 1997 Unifam Bu�dng Code, Ihe 1998 Interne6onel Orie- end Two-Famiy Dwdling Code, the 20031ntematianal Buiding Code, and Ihe 2003 Intemationel Residential Code ta One-and Tv,a-Famly Dwellings. Herdesolbl penel is dso recognaed far epplicafon in ihe fdlov�ing: Gly of Los�es Reseeroh Report No. 24862, Siate o( Raida lislng FL�88.9, Dade County, Raida NOA No. 02-0729.02, U.S. �eq. of HUD Me�riels Releese 1263c, Texes Deperlment of Ireurema Prodict Eveluetion E 23, Ory d NawYak MEA 22393M, eid Califana DSA PA-019. These documents shald also be consdDedia eddtional iniametion conceminp Nre suiteWi(y d Ihis productbr specific ap{�ic�ions. � 2009 James Hardie I�tematbr�al Finance B.V. All rights reserved. PIP.aS@ VISit WINW.J8f11@Sh8fd18.COft1 � TM, SM, arxi � denote trademarks a registered trademarks d for Addiqonal Product Information and ��'j ' James Harde Irdernational Firrence B.V � is a registered Availability, InstallaUon Information, �� J JamesHard�e trademark of James Hardie Intemational Finance B.V Wamings, and Waman6es SF0904P2/2 4/09 PROJECT R10-2167-09 ENGINEERING EVAI.UA�'ION REPOR7 FOR A"('7ACHING JAMES HARDlE� BRAND FiBER-CEMENT SOFFIT PANELS TO V1IOC7D FRAMEQ EAVES WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CC�NTENTS PAGE Reference Re�4rts and I�esults 1 Purpnse of Analysis 1 Table 2: Pressure to be Resisted far �xposure B 1 Table 3: Pressure tc� be Resisted �ar Expnsure C 2 Table 4. Pressure tn be Resisted for Exposure D 2 C�esign Wind Load Procedures 2-3 Table 6: M�ximum Wind Speed (MPH - 3-sec gust) far Vacious HardieSnffit widths and �laric�us Fastener Sizes 4 Limita#ions nf llse 4 As product evaluator, the undersigned certi�es that the listed praduc#s are in compliance with fhe requirements af the 2007 Fir�rida Buiiding Code. PF2EPARED BY: RQNALD QGAWA & A�u�{)CIATES, INC. 5801 WA��NEF� AV�UE, �376 HUNI"IhSGT4N BEA�N, CA 92649 714�292-26f12 714847-4595 FA?C �\``\�,\,��ti1Nt111i1i1!!/l/I� /! ��`�7�5 j �j� ' i:..._.. �� '�'4 Y ' M `P � f y R ` RPr` � * ' r� � � �� `� � � �� .. ,-,.. • �,a t J) rt�y� il$ " � Ronald :}gawa �nr3 .,>sor,�nles. Inr,. :;�fl i Vfa�nar A�eriur,. �,y378 S �urt�ngton Sieach, CA 9'�t;49 I''n;e:i' FI�-2iS7-69 {7?d) ?�1-25tYJ. t:afl . (7'A) rsd7 +1595 tax Ja�nesHara�eL+i.�i�;iri;7�ruJ�.ict> 4•,�, ,`, . ,1 1'�9111•�1J;� r � ,j �A` f`t � 1�D1 E'13n AvenUS �1` `'�. �J /� !� Fnntnna, CA T.7233,• �� r f �$pQ-g42•73Q3 q ' �, EvaEuation Sul�ject: '` � �� µ _ � F WardSeSoffitp Panels - � ' �`fAT�� '�� James Hardie TnWe Namex: „� '• '� y � � M,�rdieSoflitCq F'anels , �� ° �� M � / • .. ..• Reterence Rey�ts: , �� ,' � 1) I nterlek Testing Seroices NA, I nc . Mi�sisaagua. Ontaria, i2npert :iDC>7913. 4/2b10� (AS7 td � 11 R6) �} i l J t? I i i i S t�`1 i,'� Testing HarJieS6(fit PHqCI t0 ASTh'I C1166 Ott f iher-(:ettlent Flat Sheets 2) Ramlech Laboratores. Inr„ Report � 1436-,9/1BD8 {ASTM E33tl) Tnns+m.rse LcAd TesS, 1!4" Thir.k by 76 inch wide HardieSoffit Verited Panets u�slalted on 2X4 SCU=O.d wood studs spacM aE 24 inches on ce.nter wI*,h e 1-112 inch bng by 4.D83 in�h �hank diameter t�y 0.187 inch head diametar �ing shank naii 3) Inspoction Concepts f2eport IG1228-b3 {AS7M E33�?} Trqnsu�rse load Test, tt4" Thick by 48 ir�:h wida H�rdieBacher' Pan-is instniiad on 2X4 Nem-F�r vrood studs .paaec! at 16lnches nn center wi;h a fki cummon r�a�i °flardle8acker panek and Hn�dieSotftt pantts �re identical in com dimension, and man��acturinq method. 7Nere/ore, results for Transverse Load fests on NardieFiacker appry !o hlerdieSoffd. Reterence: ASC� 7-65 2007 fiorida B+dldiny Coda 20U431i�iemalion� Eudding Cotl� 2UOt3 IMetna6or.� fTesidenti :i Cude� Resulta: HardieSMfit Panei complies vdth ASTM C 19fifi, Sta+xiard cpeciticztian �brGrade M, type A Non-esCesfos Fiber-Gement FJat 3heots. Tablo 1, ResWts of transvorss Load i'esiing Fasiener S aci� 'in.) Fr�ns Ultimate Design Thickne�s 5pacing Pcrimetcr Field load l.oad R ort Ffumber Tast AgariCy (En.) �dth +n.) �'tame T e ;in.) Supports 5uppais Peste�er Type (PSFI PSF) 1.3 in_ bng X 1143&48116Q8 Ramteah D25 18 � w � 2d 8 g �.�. in. ±�h�k X p49 83,0 SG=0.40 4.ftt7 in. t ID, rinp shank nag IG122k� 9:i �napection 025 48 2X4 wowl t$ 6 3 6d commar� nail tAJ 48.7 Con ts hiem-Ftr Purposs: � This emr�lysis i!t to dctermine the mmdmum +dinA spr.ecl to be resisted by an assembly ot H�trdieSoffit panel» ft�s'cnad to wcwd traming with nails. Ts,ble 2, Pressures (PSF) to be Reststed at Various W(nd Spe¢ds - Wind Expoaure Category B, Kzt=1,1=1.0 Wind S eed 3-aecond ust) 85 90 !DO NO 12U 130 140 i50 170 suro B B E3 B y -_ 8 ---- 8 B 4 A�?justm�mt ---- Hei P�t R3 Factor, � �'+�+�'' 17.4 10.5 24 1 29.1 34.7 Aa.7 471 :v32 69.8 Q-]8 '1 17.4 19.5 241 29.1 3A.7 40.7 472 542 69.8 2Q '1 17 4 18.5 24.1 28.1 � 3�t.7 A�.7 47.Z Ci4.2 69.6 26 1 t14 19.5 24,1 291 34.7 40.7 47.2 54.2 63.8 3D 1 1'Y.4 Y4.5 2A.1 2D.1 34.7 40.7 4T$ 54.2 E43.6 36 t.QS #8.3 2Q.5 T.3.3 3D.6 3�.4 42.7 ..... 49.0 56.9 73.1 40 1.09 t9A 21.3 2&.3 3f.7 37.8 44A 51 A 59.1 %5.9 d5 1.12 19.6 � 21.8 27.0 32.8 38.9 45 6 52 9 :i0.7 78.0 50 1.16 20.2 22.8 28.0 33,8 40.3 d7.2 .ri4.8 82.A 80.7 55 1_19 2A.7 2a 2� 28.7 34.f3 dt.3 48.4 SS.2 94.5 82.8 60 1.22 29 2 23. 29.4 3a''.5 A2.3 w 49.7 57.6 06.1 $4 9 100' ECZ m.9€1 3A.f3 :f�t.5 42.7 51.6 81.4 72.1 83.0 98.0 '123.3 "r�orh�ight> BOPt: Kzt=1, Kd=0.85; I=1; CCp=1.8;GCpi=O.YB: P=D.0025f3"Kz'Kzt'Kd`V"2`I'{GCprc;c;pi? Page 1 12rrn�l ; �;,��:a anU r's>sociates, Ir}�: , 5J01 t�dainerAz�e3iue,#;t?n l�iunfingl�n £?eacti, CA 92u49 Projer,t' RI().2167�Q9 I (714� 2f�2-1602 ceil . f774)tiq'7-A595fnx � .L�m�.^, H3rdie, t"s+li:dir�r� i'ra:i�.cts, inr,. 90in)1 Eirn Av^nue � (-ontane. CA 923:;I ' t-F30D-94'l-?:i43 � Table 9, Pres�sures (PSFj to bo RASistntl at Various Wind 5peQds - Wind Exposura Cafogory C, Kzt=7, 1=1.0 1 { .w.. ...._ ......... ..... ....-......»_....-.._..........._.�._._. _._.._,___ ______�. .._�. _, r ��_ W�d S e.ed �3-sflcqptf qs} 85 90 t00 i]0 12D 13�7 149 1:jQ i; 0 E os ra C C C C C C C f, Adjustment �� WC' ht {it 1&ator, b P�= 17 4 it3.5 24.1 29.1 34.7 40.7 d7.2 542 69.8 0-15 t.21 21.1 23.8 28.2 35.2 q2..0 $B.2 57.1 S:s.B 84.2 _. 2� 4.29 22.4 25.2 31.1 37.5 4q.II 52>5 6p.f3 Fi9.8 $9.8 � 25 1.38 2�.5 28.3 32.5 39.3 4�i.8 .54.9 63.I 73 2 94.0 ' S0 1.A 24.4 27.3 33.T q0.7 4f3,ft 57.0 (i8.1 75.8 97 4 3S 1 d8 2.2 2&.3 �4.9 42.2 50.3 59.� 68.4 78.8 1UO,f3 40 1.49 2�.9 29,1 3�.9 $3.4 51 � 60.8 7D.3 84.8 10�.7 4S 1.53 86.6 29.8 36.9 A4.5 53.1 82.a 72.2 82,8 106.5 50 t.fi6 2.1 30.4 37.8 45.4 54.1 d3.5 7�.8 84.� 108.6 55 t.6q 2f.7 31A 3 45.3 68.2 84.7 7A0 883 1YD.7 8Q 7.82 28.2 31.& 39.0 -07.1 6.2 fi69 - ��8.8 - C37.8 192.S 1W - 392 4AA 54. 86.7 7H.3 9t.7 106.4 Y2?.1 1.9 •For IieigRt > 60ft: Kzt=Y tfdaE3.85;1�1; GCpm1.8,GCp1=0.18: P=0.00256"Kz'Kzt"Kq'V^2"I'(GGp3GC�i) Tabie d, Presswes {PSF) ta be Resisfed at Variuus Wintl 3peeds - Wlnd E�cposwrs Gateyory D, i�k=1, I=1.o Whtd S d t{.5 9(1 100 110 120 i30 140 150 170 _ E ' tir� D U D D D D D fV�JUSPrt38tif ' Neight ft) fBCtpY, �, �'� ` t� d 19.5 24.1 29.1 "s4.7 A0.7 47.T .54.2 6�.6 U-95 1.47 26.4i, 28.7 35.4 4Z.8 � 51.0 59.t3 69.4 TS.7 1Q2,9 2tl 4.555 27.0 90.2 .4 45.t 83.8 63.t T�,2 (3q.p 107. 2� 1�8.1 Q 3.A .9 65.9 85:5 'F9:p BT.3 14�.1 30 1.68 32,q .0 ;.3 57,8 87.6 79.4 9q.0 1f5.5 35 _ f.f Z.e 33.2 1.0 .5 59.6 89.2 80:2 9�:i 118.9 � AO i,7+4 36.3 33.9 41'.9 fi0.6 60.4 74.8 @2.1 84.3 121.1 d5 3. 8 $.i7 34. 42.t) 5�.8 81.8 72.4 9�{.p gg.¢ 1��.9 C}6 t.81 1 35.3 43,ti 62.7 6 8 73.T &5.4 98.t 128.0 5S .�i 3R,0 35, 4d.3 59�8 83.8 74.s .8 99,'7 128.'� �s; �.� sa.4 ea. �. i .a y . ��' y ' Bt.B 74. 68.7 10d.1 '128.8 1. 17 .Y `Fa halgMt > 6Qk: Kzfst; Kd�0.�5; {� � pCp*1.e,GCj>iRtl.18� i�d.tlp 't4z"Kzt`Kd"V"2•�`(4GptGCp) 7a�IQS 2 through 4 aie based onA$CE 7-tl3 a�d cUruister�t vu� Eha 2007 FIwIJa Buikf(rtg Code Destgn Wind Loa�ls: Equation 1, 4s 0_00258•iC 9z , velocityr pressure ak heigM z }C� , velocNyr pmss�ra c.xposure coeffcient evaluated at height z K , toPo9rs�pf�iC i»ctw Kj , wind tA�GtbR�ityfacitx V , basic wtitd speed (MPH} 7 ,impoAnnoet�ctar �\``� \ � j � 1 1�t�ililltt)r� f l {y JI! „r- Equation 2� �� . �{,�i� �f;Y `�"� • "rz �d p'=9c`�GCr±GC, ) ,�� r GC, , procluct of cacterta�l pressur!� r.oefFicieM and pust-eFfect facior ti"� -� GC�, , product oi intam� presauro noofflcient antl pus! eReG Factor �`��^ p , dasign preasuro (PSF) For cfadding � � � �,� =- � � Subsfftu{� q, in!o Equafipn 2, p�-0 Q�255'H. ,.,, �"'" �� ,�. Solving for V, "'� » sR9i � � w� V= �P!(U.DO'25fi`K �'lGCatGC�))"tl.5 ��'�"�p s � 5{ � ..�,w«�"'' �� ^ ��S'� , � ' � � Page 2 Ren2id Qgaw� sanA nssociates, lnc. 59�?'I :^Jainer Avan.uo, #376 N��i�[irflton I3eai:h, CA :7264�3 Prr,jecl: R10-216T 09 (71 M1) 232-2G02 aeii . 1%1 �) E�M17-M1595 fax James H2rdio (3uiWing 4'ro+lucts, Inr„ 1�7901 E�m Avenue Pontana, Ch U2337 1�360-�s2-i343 Table b, Coetficients and ConstanLS in Determininr� V, Basie Wind Speed (MPH 3-second ust _ .. �: _ i'�g��+ iR) Ex t3 Exp C F..xp � K�, K, 1 Gt%, GG 0-15 0.7 Q.85 1.A3 h56n �_ 1 0.65 1 1.4 0.18 20 0.7 0.9 1.08 � S 0.(iS 1 1.4 O.tB ..- 25 Q.7 0.9A 1.12 1 0.85 ..� 1 1.4 0.18 30 07� 0.98 t.'16 1 0.85 1 1.4 0.78 35 073 �.01 4.79 1 0.65 1 /.4 0.18 40 0.76 1.04 1.22 1 0.65 1 1.4 o.1H d5 0.785 1.085 1245 1 0.85 1 }.4 O,tB 50 0.84 7,09 1.2i 1 0.$5 7 1.4 0.1f3 55� _� p.Ei3 1.11 12�J 1 0.85 t i.+ OJ8 9(! 0.85 t.13 1.31 � 1 O.EI5 1 t d O.YB 10U (5.941 1.28 1.d3 h>fi0 _ 1 0.85 1 1.8 Q.18 � ti\��` 1. 0 4�J� t� `, �t ;.� i .'s "'�r; ♦ � �� y �� x� �. J � ' �� fy �� `!• ��' w �` �� , � ykR �� b t�dU)1�i�t Vp.1 Yi�� Page 3 . ,_.__�_.__._._. � __. .___._, _. _.�._ _ P.cnaics iJgawa a�d lsscciate>, Inc 5491 �'7rne�A•�eriva,#3i6 hiunii� Beach. CA S�2c4S Pit,jer.0 RItJ-itn7��9 (774)292-�f,02 ce7 {714)6�7-4S55fax � Jdi:irs HUrdia ��a.drg Producis. In,. 1i�f��1 Eim Aw��rni� F::nl�n�, CA 9233! �-�a� �az-�a-s Table B, Maximam Wind Speed {MPH 3-second gusq Nardie5otilt Paneis, ASCE 7-05 Method 2 Bas+c Wintl Speeel mph CoeM9cients use4 in Exc�.i Cakulations (or iablc G (3-saCnnd pust) : C�F& J K� -- I�raluci St�u! E3uddir� Ihrstgn Width F05tenpt FASt�n�sr Ftamg Product 7hicwiess Specing Hoight B C D tead t: �,�� s) (inchosj Type Spacing Trpe iredt95) (f2@4 I�') 8 E�r�C F.xpb K„ tc 1 CaC GC� ¢15 18$ 169 453 S3Q 0.7 0.�'i �,0� M�BCf 1 0.95 1 1.A 0.18 W.. $0 18B 16Q ~ 150 89.9 Q.7 Q.h 1.08 t 0.85 7 1.4 Qie 25 486 160 f�17 85.0 0.7 0,84 1,17 1 L'.8b 1 1.A R18 1.S:n.lnn9 � 3Q 186 167 !4A 89.�} 07 0.89 �.18 7 083 1 Y.4 P18 Less x D981 in. -- �- than nr shank X 2Xd wooG 35 � 182 155 1�92 89.p 0.73 1.01 1.19 t 53,85 1 1.4 0.1 Hardie5eKt5 414 8 15 d0 178 Y52 141 �.0 R.78 1.�4 1.Z2 1 4.d5 t 1A 0,18 equal to D.1fl7 in. SG?0.40 16" NU, tin(7 4$ 175 153 139 d7.t1 0.785 1.tl&5 1.2q5 1 4.8$ 7 1.4 ll.i6 si;aNc na,l 50 173 143 13Q 83,Q 0.8i 1 127 1 0.98 f tA 0.78 55 171 147 137 8:1.0 4.83 4.11 129 t 0.85 t 1.4 tl.i$ 169 146 136 8$9 0.65 1.13 ... 1.31 1 0.85 1 7.4 0.'1d tOp 1 12A 11 8�4.b 0.69 i2e t.aa h^60 1 0.86 7 7.tl 0.18 a�75 1 '189 15� 8.7.0 0.7 a.85 i.03 1m60 1 4.�K � 1.4 0.t8 20 1d6 16si 15t3 9.9.0 0.1 0,9 1.C�$ t .65 1 1.4 TA18 25 186 16C1 147 &3A � t1.7 O�,OA 1.t2 i 0_66 1 Y.d Q.16 1.5 in. lon� 3q ?gg 137 �144 8,R4� d,7 Q8d 1.M � 9.05 1 1.4 418 Less XO.C83i�. �� 35 182 755 td2 83P fiJ.TS t.m i.t9 t o85 t t.4 a.�$ thaqor shankX 2X4v.•�al 0 1�8 152 147� &4A o.7d 1.Q4 1.2a 1 9.65 1 i.s O.t9 H�rdie3o(fitt.A 11A 8 24 4 equaf to 0187 in. SG�0.40 -- •- - 1G" HD, rng 4� 175 151 189 83. "tJ.7t15 1.t305 1.205 1 0.85 1 1.4 A18 shank n�il 5U iY3 Ay 1 83:V . 0.01 tA9 1.27 1 A.89 t 1.A 0.1S 5& 1 1 141 23 $.i.tr_ D #_tt i.79 i Q95 1' f,4 O:t9 fi0 1 4A6 13L4 82t�! D.Ht t.i3 1.4t 1' [K 1 1:d 4. B 1EID 1�4 . 9 tB 83:b R84 t.2H t�.4 M99 i:0 " 1 1.8 tl.18 Q-1$ . 1�tl 11 Mf.t 0.7 q.&5 7.Qd h�0 1..$ 'I 1.4 0.18 20 139 14.3 tt2 • 48:t 6Y o,a 1�6s 1� t t.a tl.;0 25 1 �2n - tit0 a+s.r' s�� o.se �.�i i o.a� � r.n o.ia 30 t t1$ t08 a6i ? d.99 1.18 1 0.86 ? i.4 U.10 Bd contmon 2Xq wwpod � Tt� 1tiz '#.7 �.'1� i.0} 1.78 1 0. 1 Y.4 0.1 Harri�eS�Fit� 174 48 5 16 d0 114 1 48:7' 0.7@. 7.ftA f32 1 O.�:i 9 1.� 9.4g ne,il Hem-Fir AS 1�2 119 t .r 0.7 1. i.�1S t�0.8� 1 1,�{ 18 5U f 91 � 1oa 7 0: i.o9 r t aec` a�a. a�te 55 t,c"S 37f 1D3 . ? b 1:11 1,�3 1 i1 1 F.4 '7& 8(7 �G !ip 102 id:7 D,�,S t.{ 1 t ... Q.55 1 t.a t�t 1C'G ?05 �33 97 46.7 0,�l9 1.�8 1.43 h��BQ 1 0.&5 1 1.9 0.1� LimitadonS Ct Usg: 1} Fastener paliout mcist be evaluated when instailed aver steei stt�ds or a specie& pf woad studs qther than thnt whish wes testad. 2) In High Velocity Hurricana 7_ones {HVH2) install per Miami-Dade Caurty Plorida, MOA 07-U416.fl4 �`,,`,�t�itlt l 1,�!!! ttl / 1l � ri f{ \� � ; � li -� ,ti`, /Ji '± Y ,� i l..� �,� �A! '� "/^ ' '+"' Y � �''+; '�,s •..�: v � 4� �, � ...,, ��w,..� H � � ~ t j� f` �� d �� djj j��li4�4� 4° � � �� P :g�a 4 �lc ida Building Cade Online Page 1 of 2 � �� .�,�`�� rw�� '� = � �� _ _ ��..,��:�� ; �r_ >� � � �' °'��`� � , � � �� ^ , -�� ; - _ � . � 3 � -� � -� - � - � '` � �� e ��*2�� z+i � � a ,_ �� ` �' _ ___'��` ___ �`� ',� , i - 3 ,. ��:��. . �: �4��r.-= :,. � W � . s . � � = � , � � ,� ��. - , � � – = �— ��' � �, _ = �� ., BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � e� -' t�. � _ k4 .�-.. �` � �� "� � Product Approval � ' ¢ '- � - USER: Public User € � �y „�� • �� Produd Approval Menu > Product or AppllcaUOn Search > AppOcation List > Application Detail �:s��'_�,�� Sa� `� ra� � ;� _ FL # FL13223 Fiil ��-°" �` =i=�°€" Application Type New �'�> s. _ _ _ ��„, 't�d�R€,� ��` ` ��- ` i Code Version 2007 F: o,d �$ ',n �.. :F ��:� � Application Status Approved _ :� �. �_; �- :. �� ,��___.�� . t' 'm`�= �°" ` , ` Comments ;�.� ,��-,�� :: � � �` P �- . �;��i. .,_�,,_ ,. Archived .�A�.'-� a,; "`�*,�'`� �_ - _ = _ . , . =�..%. Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909,) 356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Fforida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2011 Validated By John Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Irtdependence FL13223 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) �londa Building Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated 11/04/2009 Date Pending FBC Approval il/14/2009 Date Approved 12/09/2009 .:_ - - - — - ---- - -- --- - --- --- - — - �Summary of Products ; i FL # Model, Number or Name Description � ; 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber-cement panel siding ; Limits of Use Installation Instructions i a Approved for use in HVHZ: Yes FL13223 RO II instali-cempanel-south.�df � � Approved for use outside HVHZ: Yes FL13223 RO II instaii-hardiepanei-hzl0.pdf Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc I Design Pressure: N/A Created by Independent Third Party: No ! ; Other: For use inside a HVHZ install in accordance with Evaluation Reports � � NOA 07-0418.04. FL13223 RO AE HardiePanel Florida Analysis li-3.PDF FL13223 RO AE NOA 07-041804.pdf � Created by Independent Third Party. Yes !3atk N2xt DCA Administration Department of Community ANairs F/o�ida Building Code Onllne Codes and Sbndards 2555 Shumard Oak Boulevard Ta!lahassee, Florida 32399-2100 (850) 487-i824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. �vriaht and Disclaimer ProduM Approval Accepts: � � � � Yari31� ry - - E�erntl VEIII�Y� � � �� '�� '' �� _:�= f�: � � . -��`� ` �` , - _� __..�� - i � � �:?�.+��,_. -., . - ;:;,�,_; ` _=,_,'�,i�.�� EFFECTIVEAUGUST2008 SMOOTH � CEDAR - GROOVED CEDAR . : ?� a _ � _. . .!., _ a;s ;;,i: "t-K� _ - ?;;. _._,��, ., .:�'�,�, �-� . _ .�_.- �,. - - - - -__ .. ��'� 1�'.il !��;��"i? ,tlh��,�'; „ Y1=?;,.�, .i��Yi_Ei=tGT('.• ��:�;�, L t?; . i`�`>- �=- '�sl��j�'i `.i `.��t.i�i_illrYl:l..j.1�.��v,N�CJ�J{_��) 1Lt_�� -�:< i " �.� �#_ r��z� ; i'.s i-"'�ig�.��_-..�s ��-# Q �r� 3 �� Ai�� ! !�.l3sr 7 �'se� Store flat and keep dry and covered prior to installation. our�ooRS INDOORS 1. Position cutting staUon so that wind wiR blow dusf away from user 1. Cut onty using score and sn�, a shears (manual, elecMc or pneumaGc) Installing siding wet or saturated and others in working area 2. Pasition cutting station in weil area may result in shrinkage at butt z. Use one ofthe foilowing methods: oints. Car anels on ed e. a. se�t: �. scae ar�a snap 1 ry p 9 ii. Shears (manual, elecUic or pneuma6c) - NEVER use a power saw indoors Protect etlges and corners from 6. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw Wade that does not carry the Hardieblade saw blade trademark breakage.Themanufacturerisnot Hardiebl�eTMSawMadeandHEPAvacuumexhacUon -NEVERdrysweep-UsewetsuppressionaHEPAVacuum res onsible for dama e caused b c. Good: i. Dust reducing dreularsawwith a Hardieblade savrblade p g y (only use �r low to moderate cutling) improper — � ° . _ c-�"'� = Important Note: For maxir�wm protection (lowest respirable dust production), ihe ManufacNrer recommends ahvays using `BesP-level wtting methods where feasible. storage and ��`_� �"` p , I . " hantllin Of tI12 " NIOSH-approved respiratas ran be used in wnjunction with above curiing practices ta furiher reduce dust exposures. Addi6ona� exposure information is available 9 j � ry' � � at www.cemboardsiding.can to help you detemiine the most appropriate cutting method fa yourjob requirements. If concem still exists about exposure Ievels a you (JfOdUCf. do not compty with the above prackices, you shouid always consuft a quaiifed industrial hygienist or contact tlie Manutacturer fa fudher information. soae3�os ;s� .'s��Tif�6. i�.��a7VSi s�iTS�� ! �; • Cempanel� vertical siding can be installed over braced wootl or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • Cempanel� ver�ical siding can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulationlsheathing, avoid over-driving naiis (fasteners),which can result in dimpli�g of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven naiis (fasteners) are used for attaching siding over foam insulationlsheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water inflltration. • Instail Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the buiiding or in accordance with local building codes if greater than 6" is required (fig. 5). • Maintain a 1" - 2" clearance beiween Cemboard� products and roofs, decks, paths, steps and driveways (figs. 6, 7& 8). • Maintain a 114" clearance between Cemboard� products and horizontal flashing (figs. 3& 9). • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding � trim (fig.10). • Install kickout flashing at roof-wall junctions (fig.11). • Adjacent finished grade must slope away from the building in accordance with local building codes - iypically a minimum of 6" in the first 10' • Do not install Cemboard� products, such that they may remain in contact with standing water. • Cempane�'vertical siding may be installed on vertical wall applications only. • DO NOT use Cempanel� vertical siding in fascia or trim applications. • DO NOT use stain on Cemboartl" products. ��1S��LL�Tl��9: Joint Treatment Fastener Requirements • Verfical Joints - Install panels in moderate contact (fig.1), alternatively jaints Position fasteners 3!8" from panel edges and and no closer than may aiso be covered with battens, PVC a metal jointers or caulked. 2" away ftom� mers. Do not naii into comers. • Harizontal Joints - Provide Z-8ashing at all horizontal joints (6g. 3). Cempanel Vertical Siding Installation • Framing must be provided at horizontal and vefical edges for nailing. Figure 2 Fi ure 3 • Cempane� vertical siding must be joined on stud. Wac� �e$;Sn„e bame, water-resistive barrier 9 • Double stud may be required to maintain minimum edge 2 4 stud � 2 x 4 stud nailin distances. wace�-�es�e water-resistive 9 barrier barrier Figure 1 stud '�"'�� = r —upper panel t-- upper panel water-resistive � ; Do not �� 9aP Do not 114" gap barrier "'' _ � � � Caulk Caulk ,J , —� Batten Joint "H" Joint �Z-flashi sheathing ! Cempanep rg f Z-flashingt r o veRical siding water-resistive barrier deco�a6v9 keep nails � , 2 x 4 swd �-lower ~ band board 3/8" min. I panel r lower from panel � I Q Q panel edges plate ° ° � Figure 4 3!8" �I �i leave approprlate gep between ReCOmmendaflon: When — — � — pane�s, men caulM installing Sierta 8, provide � moderate contact Caulk Joint a double stud � panel joiMs W avdd �iling keep fasteners 2" •Apply pulk in accadance with pulk �9h 9�� Y � ��►$ manufacturer's wrNten appliptlon k�sWctlons. WARNING: AVOID BREATHING SILICA DUST CemboaM' qoducfa conhain respirable cryshalline silkx, which is knrnm to the Shate d C�ifomia to cause cancer and is considered by IARC and NIOSH to be a cause of carx�r Gom some occupatlonal sources. Br�hinp sxceaeive amounts of respirable silica dust can �so puse a dsabPong and pokntiaAy fatal Wrip disease called silicosis, and has been �nked wiTh dher diaeasea. Some studiee su� snakiig may inxease these risks. Du n'ng installation a handling: (1) wak in outdoa areas wiUi ampie veMdaBon: (2) use fiber cement sheas fa culting or. where not teasible. use a HardieWade saw blade and dust-redudrg c�wlar saw attached to a HEPA vacuum; (3 wam others in fhe immediate area; (4) wear a property-fitted, NI0.SH-approved dust mask or resphabor (e.g. N-9� in accordance wHh applk�Yble goverm�ent regulatlons arM manufacturer instrucHons to Iknit respIraWe silica exposures. �ring dean-up, use HEPA vacuums or wet cieanup methoda - neverdrysw�p Fa turther iMortnatbn, refer�O our installation Instriwtians and Mateifal Safety Data Sheet avaffable at www.�.can or by calling t-677-238�7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLAT�N INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soroaoe ceMOSO�-��n sioe �.,_;�� Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" ciearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard� products surfaces, flashing and counterflashing requirements for clearance between the Cemboard� products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 7 manufacturer's instructions. adjacent finished grade St�d driveways. Provide a 1 2 clearance between siding water the roofing and the bottom edge of siding i ` ��, Figure 6 �� resistive the siding and trim. 1 " - 2" _ barrier _. r = � j , 1�' ��I i''i Figure 8 Figure 5 ' , deckmatenal I; I'i I; ,iV r � ��`Z^ � _ � �._ ;' � 1i i ,� — bottom I� ` , ;��, �,- ''�'' f � �� plate' _ — _ --- ---- � . F� �' � \� joist � flashing 4�� ledger . �rete - --- + — - 6 fftlfl. foundation ' �smng t Figure 11 ;� }(��1�� L.� Maintain a 114" ciearance Maintain a minimum 1" gap S��,fle�,�� i�; �' Because of the volume of water that can pour between the bottom of between gutter end caps and m� 9/, ;' down a sloped roof, one of the most critical Cemboartl� products siding & trim. �� . flashing details occurs where a roof intersects and horizontal flashing. "�� a sidewall. The roof must be flashed with Do not caulk gap �__ Figure 10 �bsme�b«e step flashing. Where the roof terminates, � install a kickout to deflect water away from � the siding. Figure 9 ' gutter p, r siding � fascia � �aP it is best to install a self-adhering membrane Do not ��a gap , £ on the wall before the subfascia and trim Caulk � � �,� �� P boards are nailed in place, and then come s } � � = 5�a��y back to install the kickout. ;:�;:' .� Figure 11, Kickout Flashing# To prevent water from dumping behind the �;;�: easn��9 � siding and the end of the roof intersection, install a"kickout" of sufficient length -- � " min. —+ .— and angle to direct the water running down the roof away from the siding. ��I�� -�ST�N1N� �EQ�ilREAIl�NT� • Consult applicable code compliance report for coRect fasteners type and Fasteners must be corrosion resistant, galvanized, or stainiess steel. p�acement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature wrrosion. • NOTE: Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult the Manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services iFyou are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. � Do not over-drive nail heads or drive nails at an angle. � If nail is countersunk, caulk nail hole and add a nail. (fig. Bj ��•�� g��,��N� � For wood framing, under driven nails should be hit flush to the plank with a Cemboard� products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, � /� help control the depth the nail is driven. If setting the nail depth proves �� Caulk 8� �� y difficult, choose a setting that under drives the na�. (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply far instaflation do not under S APOE to Steel framing). Figure A Figure B drive nails �AULKING PAiN,TING For best results use an Elastomeric Joint Sealant Cemboard� products must be painted within 180 complying with ASTM C920 Grade NS, Class 25 or days for primed product and 90 days fa unprimed. higher or a Latex Joint Sealant complying with ASTM 100% acrylic topcoats are recommended. C834. CaulkinglSealant must be applied in accordance Do not paint when wet. For application rates refer to with the caulkinglsealant manufacturer's written paint manufacturers specifications. instructions orASTM C1193. Back-rolling is recommended if the siding is sprayed. * The illustraGon (figure 11) was �eprinted with pertnission of THE JOURNAL Of LIGHT CONSTRUCTION. Fw subsaiption infortnation, visft www.jlconline.com. RECOGNITION: In accordance wilh IOCES Legacy Repat NER�405, Certipanel'vertical siding is rewg�ed as a suitable altemale to tliat specified'm: the BOCANational Buiding Code11989, the 1997 Standard Building Code, me 1997 Un�am Buil�ng Code. Ihe 1998 N�ernedo�rel One�and Two-Famiy DweNng Code, the 20031ntert�a6anal &tlldnp Code, and 1he 20031rdernetlon� Resider�tial Cade Ta Onaand Two-Fam�y Dweqings. CempaneP veficals� �s also recopdzed fa apq in the fdlowing: CAy d Los Mgelea Research Repal No. 24862� S9ate ot Flaidat�p F1.�Y889� Dade Cou�r, Fbride NOA No. 02-0729.02� U.S. Dept, of HUD Mat�ds Rel�e 1Z�3 Texas DeparhneM of Insu Pradud Evahiation EG23, Cily of NewYak AIEA 22393-M, and Califania DSA PA-0�9. These docurtrenls shouW also be consulled for additional infamatian conceming the �laM7ily d thi p�ndud for speafic epplicafwns. n. � 2008 JHIF B.V. All rights reserved. TM, SM, and � denote Additional Installation Information, trademarks or registered tredernarks of JHIF B.V. Wand��CS and Wamings are available at www.cemboardsiding.com . � � , , CEM0807-P2J2 9/OB - � �/ yp � L JamesHardie Har��c�an Lap Siding �1 �, EFFECTIVE APRIL 2009 ..� i; , - I -+L�_; � =�. _ ��E �iUliii�Pv�„_; : � .. i'F'i€`,IE�; _. _ _ ��_��1=L!J`; "r'N+'� ��'E� . _ visit ., ;� �a� : .,, , � for the most recent version. SMOOTH � CEDARMILL° � SELECT SIERRA 8� STUCCO i�.%1�=ai�`�iaid I• FAILU�?E ��; E��i� ii;Li. r1A1� �1NI �� i�i � P�i��iCiC3 IPti t�i;G(3R(_l�I'dt�� IITFI �1F'�L`i!��.ls�.t 3Ut�i�iNl, :��)�.3�:� ��;�€; :��;s"�:7ES �i�1."t�i�"s�_ ;�13�!T";'ENAPPLI��Tl��lltu`:��I.;CTIl��1S�,��L�.�T��'�i�SON1;LIN,I[��;�€;ECTSYSTEMPERF��;141ANt�E, �iJIt.L�f�C�;�=ir�t�„ ��i� `J!?ID T�ik Pr�t3�t��? �P�! Y,'JA�iF�1NT`t. BE��E 1?�JST�?LLATlON� Cf3t�;�ii�(49 THAT Y�U ARE USfNG TNE G�R.�',EGT HAR�!EZi�i�lE ii�l� ��; I it�i�i�: ;��51AU�A1"I�� 43� i��1��'�� P��3�3��1"� O�i�°,;�3E afiv ti�i(3��' �4CA�i0N :P�II �1��Ifl YOUR WARR�tv7�: T�� DETERNIIi�� vdt�lCN �!t��i�31��!�N�; :F�°�_;$:� TCi Y�tJR LOCATION,4��S1T��tiWW,NARDiEZOh1E.�'OM OR CALL 1-866-942-7343 (8G6 9H,�R�I�; �TOI�AGE & HANDLIP�L�: � CUTTING INSTRUGTlONS Store flat and keep dry and oUrDOORS INDOORs covered prior to installation. Instal ling � Position cutting station so ihat wind will blow dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2 Position cutting station in well-ventilated area siding wet or saturated may result in 2. Use one of tlie following methods: shrinkage at butt joints. Carry planks a. Best i. score and snap ri. Shears (manual, electric a pneuma�c) NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust retlucirg c�alar sav equipped with a NEVER use a ckcular saw blade ihat does rrot carry the HardieBlade saw blade hademark from breakage. James Hartlie is not HardieBlade° saw blade and HEPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw with a HartlieBlade saw blade responsible for � (on�y use ta bw to moderate a,tting) damage CauSed Important Nofe: Fa maximum protecbon powest respirable dust produdion), James Hardie recommends aMays using "BesY'-level cutting methods where feasibte. by improper storage and NIOSH-approved resp�atas can be used m conjunction witli above cuttng practices to (urther reduce dust ezposures. Addi6onal er�osure infamation is available at www.jameshardie.com to help you determne ihe most appropriate cutUrg method for your job reqtuerr�enis. If concem still exists about exposure levels or you handling of the product. do not compry w�h me above practices you should ahvays consutt a qualified indusUial hygien�t a cadact James Hard'�e fa further information 50083105 GENERAL REQUIREMENTS: • HardiePanel� vertical siding can be installed over bracetl wootl or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HartliePanel vertical siding can also be installed over foam insula6on/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-tlriving nails �fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-tlriven naiis (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building cotle requirements. James Hardie will assume no responsibiliry for water infiltration. James Hardie does manufacture HardieWrapT"' Weather Barrier, a non-woven non-perforated housewrapl, which complies with building code requirements. • When installing James Hardie products all ciearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished gratle must slope away from the building in accordance with local building codes - rypically a minimum of 6" in the first 10' • Do not install James Hartlie protlucts, such that they may remain in contact with standing water • HardiePanel vertical sitling may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� products. INSTALLATION: Fastener Requirements JointTreatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Instali panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into comers. joints may also be cqvered wiih battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus� Finish) (fig. 2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 nailing distances. Wa��-�S�Sc��a bam�. watervresistive barrier z a swd 2 x 4 stud Wat b ns�tive wat bamertive Figurei stud , r upperpanel rupperpanel water-resisGve ; � Do not �� 9aP Do not 114" gap baRier • r � � ��k Caulk --'i- sheathing HardiePanel Batten Joint "H" Joint ~ Z-flashing � Z-flashing� _ p p vertical siding water barrier decorative keep nails ;� 2 x 4 stud r �� ~ band board 3/8" min. panel r lower from panel � � Pa�� edges �� plate ° Pigure 4 3 � 8 , � leave appropriate gap between Recommenda6on: When 0 o parrels, men cauik• inspNing Sierca B, provide moderate contact Caulk Jolnt a double stud at panel (Not applicaMe to CdorPlus° Finish) joiMs to avoid naiing keep fasteners 2" •Apply caulk in accadance with cauUc � 9f away from comers manufacturer's written application instructi�ons. ' For additior� infamation on HardieW TM Weather Barrier, consuft James Hardie at 1-866-4Hardie or www.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James H�die' produUS coritain respirable aystaltine silfca, which is known to fhe StaOe of Capfomia to puse cancer and is considered by IARC and NIOSH W be a cause d qnoer from some oaripadonal sources. Breathing exce�e arnouMs of respirabb si�ca dust can also cause a disabling and poten6'a1y Tatal lung disease called siNcosis, and hes been Nnked wiUi o�er dis�ses. Some studles suggest smoking may inaease these risks. Uirimg i�faHatlon or handqng: (1) wak fn outdoor areas with ample ventilation�, 3( � use fiber cemeM shears for aUkg a, where nat f�s�le, use a HardieBlade• saw blade and dust-redudng arcular saw altacl�ed to a FI�A veaum; (3) wam others in Ihe immediete area; (4) wear a prope�lyfitted, �NOSH-approved dust rnask ar respirala (e.g. N-95) in acoordance with applicaMe ga✓emment regulations and manufaclurer instructlons W ful�er lenit respiraWe silica exposures. During dearwp, use HEPA vacuums or wet deanup meUwds - never drysvreep Fa turther iMomiaYOn, refer to our irwbllatlon InsW ctlons and Materfal Safety Data Sheet awaiable et www.jamesharclie.cam a by caHirg /A049HARDIE (t-800-942-7343). FAILURE TO ADFIERE TO WR WARNINGS, MSDS, AND MISTALLATION MSiRUCT10NS MAY LEAD TO SERIOUS PERSONAL IWIitY OR DEATH, srosoeos HS0919-P1/2 M09 �.€ ,.,,, :�- . y ro� ! ..��P:�-��v=.��.,.., Install siding and trim products in compliance Maintain a 1"- 2" Maintain a 1" 2° clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces, flashing and counterflashing shal� clearance between the bottom edge of the Hardie` products and paths, material be installed per the roofing manufacturer's siding and the adjacent finishetl grade. steps and driveways. Figure 7 instructions. Provitle a 1"- 2" dearance S,�d between the roofing and the bottom edge siding / FlgUre 6 sidin= I r of the siding and trim. �„ �, barrier I � ; Figure 8 Figure 5 �. �° 4 � deckmaterial � I, �± � a ��r2� �" -- — bottom �� -_ t ) plate = � _ joist Flashing - _`a?,�-'�� _ - - - ledger � -* concrete — �� 6 ml�. foundation Aash'ug f ' Figure 11 �,, KICKOUT ��..ASHiP�u Maintain a 1/4" clearance Maintain a minimum 1" gap S�epflashing /� �, Because of the volume of water that can pour down between the bottom of James between gutter end caps and Self-adhenng� � a sloped roof, one of the most critical flashing rnern details occurs where a roof intersects a sidewall Hardie products and horizontal siding & trim The roof must be flashed with step flashing. Where flashing. Do not cauik gap. ` �' ' Figure 10 the roof terminates, instali a kickout to deflect water ��':_ � � �- away from the siding. Figure 9 � � �� o�P�a9e r ._Sj��9 � It is best to install a self adhering membrane on the Do not 1 f 4 � 9a P ; wall before the subfascia and trim boards are nailed CBUIk Sldln9 � ousewrap ; in place, and then come back to install the kickout. f :�� : `� I � 4 rasc�a Figure 11, Kickout Flashings To prevent water from dumping behind the siding and the tlashing � end of the roof intersection, install a"kickouY' of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. GENERA! FASTENING REQUIREMENIS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie naiis. James Hardie is not responsible for the corrosion resistance of Technical Services it you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. fasteners. Stainless steel fasteners are recommended when instailing . Fastener heads should fit snug against siding (no air space). (fig. A) James Hardie� products near the ocean, large bodies of water, or in • Do not over-drive nail heads or drive naiis at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a naiL (fig. B) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the ' Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, � � tle th the nail is driven. If settin the nail de th roves tlifficult, choose a Caulk 8� P 9 p p add nail setting that under drives the nail. (Drive under driven nails snug with a do not under oo Nor smooth facetl hammer - Dces not apply for installation to steel framingy. Figure A Figure B drive nails STAPLE CAULKING PAlNTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant compiying with ASTM C834. Caulking/Sealant 100°� acrylic topcoats are recommended. Do not paint when wet. For application must be applied in accortlance with the caulking/sealant rates refer to paint manufacturers specifications. Back-rolling is recommended if m anu f acturer's writt instructions or ASTM C1193. the siding is sprayed. ' The illustration (figure 11) was reprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. RECO�NITION: In accordance wiN ICC-ES Legacy R NER�405, HardiePaneP vertical siding is recogn¢ed as a suifable al(ernaie lo ihat speafied in: the BOCA Na6onal Buildin� CodeJ1999, Ne 1997 Slandard Buildirg Cade, the 1997 Unitam BuiMhg Code, lhe 1 Intemahon� One� and Two-Family DweICng Cade, the 20031ntemalbnal BuNd'ng Code, and the 2IX131rdamaibnal ResideM�al Code for One-and Two-FamiIy DwelR�s. HardiePanel verUcal sidiig is also reoogn¢ad fa application i� Ihe folbweyg: City of loslugeles Researdi Report No. 24862, State of Fbrida I� FLI889, Dade Caunty, Florida NOA No. 02-0729A2, U.S. Dept o HUD Materials Release 1263c, Tezas Depariment of I�urence Pmducl Evaluatbn EG23, Gly of New Yak MEA 71�9�M, and Cafifomia DSA PA-01 . These documents should also be consutted tor addilional irdarmation concerning ihe suitabiGty of th's product for specific appiications. 0 2009 James Hardie Intemati�onal Finance B.V. All rights reserved. TM, SM, and � denote Vadema�ks or registered trad�narks of Additional Instaliation Information � James Hardie Intema6onal Finance B.V. � is a regislered Warranties, and Wamings are available at JamesHardie Uademark of James Hardie IMemational finance B.V. yyWyy.jameSha�le.�p�p / HS0919-P212 4/09 M I A M I�DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA} James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Prociuct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this prociuct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with tt�e Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, tided "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/OZ/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit sha11 bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically ternunate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sha11 be done in its entirety. INSPECTION: A copy of this entire NOA sha11 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 �., Exptration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 .Tames Hardie Buildin� Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) l. Drawing prepared by James Hardie Building Products, Inc titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/Ol/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/Q2, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. 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FiBER-CEMENT PAMELS TC) WOO� FRAMED WALLS WITH VAREC?US FASTEN�Ry JRMES HARDiE BUtLDlNG PRODUC7S, INC. 109fl1 ELM AVENUE �C?NTANA, CA 92337 TABLE 4F CONTEIdTS PAGE Referen�� Ft�ports and Results 1 Tabie � a: 7ransverse Laed Results 1 Table 1 b: Racking Shear AUowable Loads 1 Purpose ofi Analysis 2 Tatale 2: Pressure to be Resisted for �xposure B 2 Table 3: Prsssure to be Resisied for Exposure C 2 Table 4: Pressure to be Resisted for Expasure D � design Wind Laad Procedures :� Table 6: Ma3cimum Wind Speed {MPFI - 3-sec gust} for HardiePanei witM Variaus Fastener Sizes and Spacings 4 LimitBtions ofi Use 4 As product evaluator, #he unde�gned certiftes that the ii�ted pracluc#s a�e in compliance wi#h the requiremerrts of the 2007 Flarida Buiiding Code. PREPARE� BY� RfJNALQ OGAWA � ASSOClATES, iNC. ` ��SUt�ur�� i � 5801 WARN�R AVENIJE, #37$ `�`��`` � � ��,�� ,s,�,.. � HUNTINC3TON BEACH, CA 9�649 ��` '�' 714�92-2602 •�� • \, �'� ' ,� r � 71�4-$�47-4�95 FAX 1 � '•. ''� " � �� r � . STA�'E 0 '� 4r = '-,�''�`'' ..�ta��"•� �.�� , � � ri �� • ` � f 1 f ''%f,,SfON�A�, r , c} RRnnaki �gawa and A.sociates, Inc ' ��', Werne*A:�er,ue #3?6 Huntinpton 0each, CA 926A9 t�rojec� RIQ-296t?-(�J (714j 292 _N�2 ce4i (714) 547-4595fax . Jr�mes tiardie Buddirn3 ('rod�FC4s. Ir�t. '�� Iff) fjVG'itLl@ !-�anfana. CP S?.3?r ? -$00-�a?-T ;d3 �VAiUStiOn «4UbjeCt: MarctiePanei� Siding damm Hsrdfe Trarle Nam�s: HardiePane�- <:;�mpanefti Reterence Reparts: 1) tntertelc - Warnock Nersey - Authonzatk>n to Mark HardiePanei Siding 2) 6n�pec'uVn CanceFts Reportl: -1�0-94 (ASFM E336) Transverse Load Tesk 5/t6" Thick by 4& inch wWe HBrdiePanal Sidin� irs�lled an �JC4 Hem-F�r wood studs sp�ced at 1S inches on ceMer with a 6d common gaivenized nail 3� inspection ConcepW Repat iG1271 •&1(ASTM E330} Trensverse Load 7est, 51t8" Thick qy 4& inch witle HardfePanet 5tding fns[alied ari 27C0 Hem-Fir woo0 studs speced at 24 mchas on cent�ar witlr a Bd common galvanized naii 4� Remtech Labora2ories, inc. Repor[ 10888-97It 475 (ASTM E330) Transverse Caad Test, 51SS" Thiek hy d8 inch vride HardiePanel �ding instalVed on 2Xd Group ili SG=O.'�fi wood studs spaced ffi 161nches on center wfth a dd, 0.091 inch shank by 0.?25 inch head diameter by i 5 inch kmg Ying shank s,aii S� lnspec6on Concepts Report IC-1273-8R (AS7M E72) spacad at�i hea on a Bd crommon g nai�ing instalied on 2X4 Hem-Fir wood Studs \``, ��1t1 �� j 1 I�� _ 8) inspection Concepts Report �-127A-64 (ASTM E72) `�� . `: . . . �� I2ae!drtg St�ear Test, 5/15' Thick by 48 iRCh +,v�de HardfePanel Siding installed a� 2X4 Hem-Fir+r�ood studs ; °�� , '`•� i, spaced at 24 �nches on center with a 6d common qalveniz�l nail `./`� • ,p�° s 7' Ramtech Lat]ora�ries. i�c- Report i08G8-97l7476 {RgTM �72) : � '. ]� � Racldng �t TeSt, 5118" ThiCk by 4$ ir�ch wide NaMiePanai 3ic�ng installed on 2X4 Group IH Sf3=0.36 vrood studs= • a}aCeq a! 16 inCtreS on center wNh a 4d. �.�t inch sha�k by 0.225 inah head dismeter by 1.5 inoh tang ring shank r� . �� _ Refrrence: t�SCE'� _ ' � �'" .= �oo� F�o�aa su;w�,� c«,e =�'• $TAT E �'�' 20061rrtemat�rtal BuiWinp Cade� � �i ' .�� ; ��{{ 20Q61RtM71�of�l R98ide11tlet COded �i �[ ��t��"''' �*`` �� et�anel 3iding compikes � ASfiM Cf i&6. Standard Specrficatio» !or Grade 11, i'ype A Norr-esbestos Fib�-Cemeni Flat SAeats. J/ /�e ��' ■�� ,� \�� \� : 1j tt7!!1(1115t�� TaWe 1a, RwsUits at TamsVMSe lqad Ta�inp Fastener S i in. frame Ukimate aesiQn Thicimess Spacing Perimeter Field load load Number Tes[ ency (in.} Width (in-} Frdme T (in.} Su 3 F25tener T (P5F7 PSF} , IC-9270-94 E � 0.3125 48 �� 18 6 B �� 1Ay 49.7 IC-1270-84 � D.3125 48 �� 18 4 4 �� 236 78.7 IC-1271-84 �� 0.3125 48 ��d 24 6 6 �� &t 31.3 IC-1274-84 �� 0.3125 48 �� 24 4 4 �� 143 4T.7 1Q888-87J1A75 RarMetfi Q3125 48 ��' 18 d B '�0.091irt.aMenkX�.225 � �. SG a 0.38 in. HD X 4.6 in. �i Tabla 1b. 3hear Valusa AiloYraWe 4Mds ip Pouttds Pei Li� Koot tb► Panei 8I� 4Y�hi''' Fastener in. �arta t7�i�a Thickness 9pac(ng Perimeter FieW Uldrrrete LaBd Re Numbec 7est in. Wfdqi in. Frprc�T (M. Su FastenerT Laad IC-1273-94 �� 6.3726 A8 � 4NO0d 16 8 B �� 86:i.8 201.3 (C-7273-94 �� 0.3125 48 �� 16 4 4 �� 6.8 7,i29 tG-i274-Sd �� 0.3126 48 � 2A 6 8 �� d�.0 753.3 IC-727494 fl.3425 A8 �� 24 4 4 � 83�.5 2126 iQ84�9'tri4Tb f18425 A$ �� t6 4 8 �' ��' . '� 596:4 198.6 1. . t' i�Mls ih6 tcmy ar �qWt. �, Thr tpmd�uit��NAi�A latlb 1iX oen�kuC6an � this Tabto � 2t. �� Rcnaia !�jawa ar,d Assucatas � . 5�ii Wamer C,venub, #37� H�nt�ngtcn Beach, i':A �v28cc Pra�ect R�i�-2i50-�3 �;+at2i�� 'bG<cal� , +i uj b<! ; , d555 fax J�mes Nar�ie 6uiiaing Prr,��r,;s, :� : i0901 Elnt A:enue 'r�r.ntan,a, ��i� 9233i � -�oc-saz-::�as Purpose: This analysis u[o determn� tt� m�x�rnum win+7 speed to Ge res�s:ed by ar. assemoiy nfi t �zrdiePanel sid�r?a f�siened ::� we�d �raming w�?h na:ls Tabi� 2, Fnnecuns (PBF) � M Rasisbid a! VnHous �Nind Ep�aris - W IncP Exposun Catsgory 8. M�si=#, Eti1.0 Wind d uSt 85 90 1�0 110 12C1 130 140 150 f74 Exp68ure B e B 8 8 B 9 Q e Ad�us ent rie ht ft factor, A �'�ww ' i 7 4 i 9.5 2a 2 29 i 3d. I qi3.7 a7? 54.z &9.6 D-15 t 17.4 19.b 24.f 29.1 34.7 A4.� d7-2 34.2 696 2t} 1 17 A 19.5 24 1 291 3A.7 40.7 d7.2 54.2 69.6 25 1 17.4 �9.5 24 f 29.1 34 7 4Q.7 47 2 5A.2 69.8 30 1 17.4 18.b 24.1 29.9 34.I 40.7 d7.2 Sd.2 68.6 35 1.05 18.3 ?0.5 25.3 36.6 36,4 427 A9-8 56.9 731 d0 1.Q9 t8.0 27.3 28.3 31.7 3y.� 4d.A 51.4 59.1 75.9 45 1.12 t9.5 21,8 27.0 326 36.9 45.6 5Z.9 60.7 78.0 50 118 .2 72.8 28.0 33.8 4D.3 47.2 54.8 82.8 80.7 55 1.19 �.7 23.2 28.7 34.9 At 3 4�.4 58.2 84.5 828 .8 28.4 .1 S 1 34. 51. 61.� 6 .0 123. 'F�r height� $Oft Kzt=1; Kd=085:1=1,GCp=1.8,GCpi=0.t8: o-0. Kz'Kzt'Kd`V^2"F'tGCR$��P4 TaWe S. PrasSUrK (PSF) tar be Rasistad at VaN�s Wfod SpeedS - Wftrd Exposun 4aNyOry C, Kzf.1, I�t.O Wind t�d 85 9D 100 11D i20 130 140 150 170 ura C C C G G 4 PWjusUneM H' M R {�pr, ?, P� = 17.4 18.5 2A. t 28.1 34.7 A4.7 47.2 5A.2 � 6 �t$ 1. 2t.1 .H 29. 35.2 4 492 571 &5.8 8d.2 1. 22.A 3.1 37. 4A.8 5.4 60.9 �.9 89.8 25 8 Ad. 3f} 1. 4 27. .6 57.0 88.1 7. .4 1. 34 422 58.0 68.4 .B 1.9 t. 8 1 43.4 51.7 .8 70.3 .8 1 J 45 q+t, 9 i . 1. .4 .1 6 73. 1 . 1. 3 1. .3 7�.0 .2 f0.7 1 $ 8. t . .. .9 •For hetght> 8tlft Kztat: Kd=0.95� Iat� OCP ' 0.7 ' p�0.�8"Kx'Kxt'Kd'V"2`I"SGCp�CPi) raie►e 4, Pr�u++s {psr� m i» n+st�.a � vulous Wkia sp�as - vYfna �pwan c�E.yory o. IW,.�, r.�.n Wind 86 tpD 110 120 13Q tA0 1 1 0 D �� P„� = 1 T.4 i4.6 24. t �.1 3+1.7 40.7 47.2 54.2 �.e 28 81.0 .d 1 ZQ 1 .0 ♦ .1 5� .9 .3 tf .1 t. 7$, 1 1. $ 7. .9 5G. 7 , .3 1 . 4 5 1 so s + r 1 � 7. 1 . . yi 'For hglg > Kzt=1, .� k7, GCp�1.8; :t8; pm0. d 1'{ ptOGpq ``�� ••.�� .• / �� i / i 7ahles 2 tl+rouph 4 are baeed on ABCE 7-03 anci candsbnt wNh ttw 2047 Fbrida �dlip Code � i � •: .' �� '� ; . t�R �'�!k'� ;-� ' �= :•��;-. t � , � ' �� :/ »y �� ' •k /// �� ' �� ; � Pege 2 � ' Roneid Jga.va ar;d Assaci�tes, 'nc 5901 �Namer Aver��- f,'3?F Nur.tington �ea^h ;,;� �26d�i PrO�ecC �i:J-2'16C-�° (7?d) 29.2-2602 cel� {71 d; 847-Aa9� �ax . ,�ame� Harciie Buddinc� Pn;ducis, Inc. ;tK'.r';9 E!mAvenu� F�r.+ana, C� 32:i37 i 500-3A2-73�53 D�ssign W9nd �oads: Equation t, q,-0 00255`K�"{S�"FG "v c� ,�eioaty pressure si height z K ye�ocity prassure e�osurs c�cierzt evaluated at haight a SC . WpOgfaphic favNAr K , wind dinectlonality facWr V . ba5icwinCspeed (MPNj I impoRanRefector �quakion 2, u =q,"(Gi;,.tGC�, GC , product of aXternal pressure coe�icient and gust-eflect lactor GC� , product ot irdemal pr�sure co�cier,e and gust-eftect tactor P, design pressure ;PS� fur cladding SuASUtufe q_ itriv Equafion ?, P=4 00256`iC K,'Y'%'(GC ,SaMittg hx V Y= (pl(p.002�6'K'K,�'I( 7abie 5, Coettl¢ientf �d Gprtsbnts used fn Dedrminin V, B�ic Wind MF'H �-secontl ust � Height {t�j �p 6 F�p C Fxp D I(� K� I GC GC 0-t5 0.7 6.85 103 h56Q 1 0.85 1 14 0.18 2p 0.7 0.9 1.08 1 0.85 1 1.4 D.18 25 0.7 0 94 1.12 t 0.85 1 1 4 0.18 30 0.7 4.98 t.16 S 0.$5 1 �� 1.4 0.18 35 0.73 1.01 1.19 1 0. 1 t.A 0.48 40 0.78 1.OA t. t 0_85 1 14 O.tB 45 0.7 O66 1.2d3 1 0.85 1 t.4 D.1S 58 D.81 t.d9 1.27 1 0.86 1 1.4 0,18 55 0.83 1.11 1.29 1 0.85 7 1.4 0.18 gp 1 13 1.31 1 0.85 7 f d 0.18 itl0 0.99 1. t, h>80 1 0.85 7 !.$ 0.19 \``\��t11�\i{ t I E i i 7 tl i!//1! �/i ,�� G A��q '�� ` � �'G' � � /� r �/i� r v � � o. 2 1 1 -v � °� _ � �. gTAT� w •��,�� • , FL4R�p 1 ��''��5;��NA��t * � , «„��s�, ; '� : � Pege 3 • :onalo Ogawa ana fis�nciates. inc 5�01 eNar^er �2ve�i!ia, �3?S Huntin�ton Beach Gk J"°�iti£ r;o�ect RIO-216U-C9 (754) 292-2�2 cai; ;"/14) 847-4595 fax - .;a�res Hardfe 8u�t�„iy F'rcci:�C,s tnc 10.�?1 Eim Av�r�:e f=antara. C:,A U239:` i.ace-aa>_.��rs Tabte 8, Maximam Wirtd Speed {MPN 3»secand gast) HardiePanel 9i�tn�, ASCE 7�5 �Aethod ? Basic Wind Speed mph ��cFeMa uaad in Excei Ceicu3alions'ror Table B (3-second gust) iBC�& lftt:� K: p �� Width Fastener Faskener Fwme '�� uilding � Prodvd Thickness Cncbes) Type Spacing Type �aang Height H C D :..., mches) inches feed -_.- � B C Ezp � K K I aG+ �w 15 1q4 130 118 .s5 ' 0.7 0.8b i.03 tis60 t 0.8$ t 1.4 0.18 � � 2Q 144 127 118 �i 0.7 O.S� 1.0$ 1 q.� 1 i.d 0.18 � 25 14�1 124 114 �y' 0.7 0.9b 712 1 0.86 1 1.4 0.19 30 141 121 112 -?.v D 7 0.98 9.16 1 0.8g 1 t.A 0.18 I 2za 35 141 120 170 :� i 073 1.01 1 19 t Q� 1 1 4 D S8 Hard!ePanel� 5I18 `� � coBtttie�n � e wrnd t6 q0 138 118 109 >' 6.76 1.04 122 1 p.86 1 t.A �.t8 I Ilettt-F�r d5 136 i17 148 �97 0.T8!S i.086 1.249 1 Q.dS 1 1.4 0.18 j SO 134 S 15 107 �9 ? 0.81 t.09 1.27 1 0.$6 7 1.A 0.18 55 t32 114 108 ds.' 0.83 t.tt 129 1 b. 1 7.d 018 80 130 i 13 106 0.85 1.13 7.31 7 tl.BfS 1 7.4 p. t$ 10� 108 96 90 , a �' 0.99 t28 1.43 tv80 1 D. 1 1.B 0.18 0.15 181 184 748 "'s - 0.7 0.a6 t.p3 Its60 1 Q.$6 t i.4 �.i8 20 181 758 748 73 7 0.7 b.9 1.08 1 A. 1 1.4 D.18 25 181� 156 143 %8� 0.7 0.94 1J2 1 0.86 1 1.4 p.t8 30 t 81 153 140 7 8 � Q7 0.� 1.78 t 0. 1 1.4 0 16 2X4 35 177 151 139 7a.' 0.73 t.Ot 719 t p86 t t4 018 HardiePanel� 5116 �$ commnn � 1VO �� 4� f�4 148 137 '6' 0.76 1.61 122 1 0.85 1 4.4 0.18 H2m-Fir q5 171 1A7 138 jh ' 0.786 1.085 7.245 1 0.85 1 1.4 0.18 50 188 14S 134 D.81 1.09 727 1 0.95 1 4A 0.18 55 198 144 133 ?8 7 0.63 1.11 1.29 1 0.&'} i 1.4 0.10 BO 144 142 132 78 7 O.B6 1.13 1.31 1 0.8!+ / 1.4 0.18 100 138 120 113 %5 ' 0.99 129 1.43 tp9p � 0.� 1 1.8 0. 8 0-15 11A 103 94 3s3 0.7 0.85 1.03 hs8� 1 0.88 t 1.4 6.18 20 �114 101 92 3�3 fl.7 09 1_OB 1 0.86 f 1.4 O.iB 25 ttd 98 8Q 3r„7 D. 0.@4 1.12 1 0, 1 1.4 Q.18 30 114 $9 3'!.3 0,1 0.88 1.18 1 1 4.� Q.18 2Xd '36 112 95 87 1?3 0.73 1.01 i.i9 1 0.$,'S 1 1.4 OJ$ NardiePanel� 5I18 48 � 6 wood 2d 40 tOB 94 88 Jt3 D. 1.W 1. 1 p.85 1 i,4 0.18 common Hem-Fir 45 10$ �2 88 3P 3 .p86 1.2Ad 1 0.&S 1 1.4 0.18 SO 108 81 � 3f 3 091 1. 127 1 0. 1 t. 0.18 55 105 91 84 3 t 9 .83 1.71 1.2$ t IX&f 1 t.4 0.19 90 id3 9D 83 .3t 3 0.86 1.13 t_3f i 0.86� f 1.4 OJ8 1pp 88 78 71 3?3 b. 128 1.43 W6Q 1 0. 1 .8 0.18 a15 141 128 118 47,7 0.7 0.85 7.03 lu60 i 0.86 1 t.k 0.18 20 147 � 124 118 6i.7 0.7 0.9 7.08 1 0. 1 1.Q A.fB ?S 141 121 711 47.� 0.7 0.94 �1.12 1 D.86 1 1. 0.18 30 tAt 118 10B A7.7 0.7 P.98 1.18 7 0.8lf 1 1.4 0.18 2JCd 35 138 117 1tl8 477 0, t.01 i.t9 1 0.94 1 1.R 0.19 HardiePaneliA 5116 -08 � 4 wood 2d 40 195 118 1 4T.7 0.6 1.M i. 1 0. 1 1A .18 common Hem-Fir 45 133 1t4 108 47.7 0.7 t.�B6 42d4 4 0. 7 1.M1 0.48 50 139 113 1� 47.7 Q 1 1.E19 1.27 1 0.8i6 1 1.4 0.18 55 128 tt2 104 4?.7 t.tt 1.28 1 0.l6 1 1.4 0. $ 80 128 111 103 47J Q, 1.3 1.3 1 0. i. .98 1q0 1 84 98 9%.7 i.28 1.43 haep t Q. 1 T.4 p.t0 0-15 t12 1ot 92 .o 0.7 a85 t.ai tks80 1 0.� 1 1.4 q.t8 10 172 88 80 30.0 7 0.9 1.OVS 1 0. t 1.4 o.t 4d,0.097 1ti2 � � 30.0 OJ G.9� 1,12 1{}. 1 t.4 p.18 in. shank X � 112 9d S 3D.o 0.7 D.98 7.18 1 1 1.d ,SB 2X4 36 106 93 88 30A Q.73 1. 1 l.i9 1 0. 1 tA 18 HarclkPanelAl 5l18 qg 0.226 in 4 adge �d 18 4p 107 S 85 30.0 Q.7B t.04 1.2Z 1 C 1 i, d1d HD X t.5 8 fieid �D.38 46 106 91 84 �.0 P. 1.Q06 1 1 1 7. 0,1 in.lonp ring � 1 Q 9 gg gg gtl.o 0.S1 1.08 1. 1 9 1A 0.1 shank nad �r �p� gj 3p.0 0.$3 1.11 t.28 7 1 Y q 0.18 8p 101 88 82 30.0 0. 1J3 1.37 1A 0.18 100 $4 74 7D 30.0 0.99 1.26 1 1.8 O.i8 �� / Li1t►Itptlons o1 Usa: • .� q %, ,,. Q.• .•......,.., ,, 1) �e4taner GuUad mtret ba eval�ed wlten instaUad over steei swds a a speCiea of wood studs �her than Mat which was testeQ�.� ,. � sF'. •. �` 2� tn High Velacily Hurricane Zones (HYHZ) Install per MYami-Dade Caanty Flaida, NOA 07�04t8A4. `� � � � - � � !'Y�� - . � $�"a#?� t�� ' �'� � � � � 4 % �� '' U ��,�, ��a± ��,�k`�� t�� fi��ootia�a��l��^a Fl� Building Code Online Page 1 of 2 € �A�� i � -'a.x - _ M - � _-' P _—,-� __ - xi } � �� :g� � �Z �2v �3 i i � � �� 3�t -x* � �, 3 �; -; i t 3 �-_�-: _ _ _ lt �h - - " � `�,,,p.',a.� tf 5# � ° � t.�' � T �fi - i2 �,rr�y.� _ � . �_ _ � � � I __ �_Y t a�--�� 5 !` �� - G '� '3% j ��- � � �' � � : r � � � �� r � t �� c�a 7'a � �€ � .. ,- _,.. . . �� - _ ��`�" �_ - _ .-,-._ -� ;�1� ax „z�.�;�-r. --_ - �. , .,.� s�. `- _ ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search a-' aW ,$! ? ' __ _.'.��--; ' .-_ - u':f`= ,—�: st � �Y ( � � ', Product Approval �� N"`_ �� USER. Public User �' ,�: �� .�.' �` + -;�� Product Approval Menu > Product or Application Search > Application List > Application Detail r:.:_ __ : :x �e� �.�..� .�i'��::�Y ,i's£'gv �� ,�� „�� -� FL # FL13236 "� }� � Application Type New � � � �� ;� Code Version 2007 �� __, � ; � ,r��Y�� Application Status Approved �' fl Comments .6�� . ,_ ��z' �,��. ? �� - ��+ Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 , (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/OS/2011 Validated By " )ohn Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL13236 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) Florida Building Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted il/02/2009 Date Validated 11/07/2009 Date Pending FBC Approval il/13/2009 Date Approved 12/09/2009 l Summary of Products j FL # Model, Number or Name Description " 13236 1 HardieShingle Siding HardieShingle Notched Panels, HardieShingle Individual Shingles. ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No F_L_1_3_236 RO II instali-hardieshin�le-hz__i__O.pdf E � � Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc � � Impact Resistant: N/A Created by Independent Third Party� No ' ':. Design Pressure: N/A Evaluation Reports j Other: FL13236 RO AE HardieShin.gle _Florida_Ana_lys__is 11- 6.�df j Created by Independent Third Party: Yes Sack P1ext DCA Administration Department of Community Affai�s F/orlda Bu7lding Code Onllne Codes and Standards 2555 Shumard Oak Bouleva�d Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Fiorida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: � � � VUIi8i$n � E�cur�d YERiFY� p - � � �p � JamesHardie Hard�eSh�ngle Siding �I TM �- STRAIGHT EDGE, STAGGERED EDGE, HALF-ROUND PANELS AND INDIVIDUAL SHINGLES EFFECTIVE A�RIL 2009 !��"T�"� {+�T-;i ' .j' ^—'' , �'I�,^ � s' �-� i � � Visita_,.,�,�.� ��:i:;._n�forthemostrecentversion. :.> r,��,.. ,_,ry F:r. ,�i�kh��E��;,. r�,, ��s} «co��r,��s� F�c�,��c��_ �r:��i; Ea;g�r��: E.��.u�� ro ��sr�� rirais� - r�i� ��oDUCi i�i��c��r�r�r� �t��r� �.�A��:�� i�L�� o�s�� v��;� ��f��iu�� USdR(1TkP� i�PPLIGATlON INSTRuGT�G`�� UiAY LFAD Tp P�R.��-ONAL.1�?;.�i.l�`�`, ��Fr�CT SY57�t�,-i PkRF�fiMAhJGE, VIOU'?i E l�t�V�� 1;;�.�:'s;��; a� �1 ��, sP�� 'C�3� THE PR�7DUCT t3�d�Y �fVARi��NT`,. BEFG�RE I�JSTALLATIQN, CONFIRM TH�F ��U ��E'��1P�G TI1E COR�E�'T HA.RDiEZi)�� i�5�4��Jt��€s_1t�S. %��it��TION �F HZ10TM PRC�uUCTS OUTSIDEAN HZ10rr LQCATION G`JIL�. VOlD Y JUP� StVf1��'�'�ITti' TO DET�R�iNE WHICH �!A�i�i��O��E ��=`PLiE� Ttl YO!JR LOCATiON, V(SIT WWW.HARDiEZOP�E,C�JM OR CALL 1-�66-942-7343 (866 9HARDIE) ��R�AG� & �iANDLING: � CUTTlNC I�ISTRU�TIONS Store flat and keep dry and oUroOORS INDOORS covered prior to installation. Installing � Position cutting station so matwind will blav dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and otl�ers in waWng area. 2. Position cutting station in well-ventilated area siding wet or saturated may result in 2. use one a me foirowing memods: shrinkage at butt joints. Carry planks a. Best: i. Score and snap ii. Shears (manual, electric a pneumatic) - NEVER use a power saw indoors on edge. Protect etlges and corners b. Better i. Dust reducing crccular saw equipped with a NEVER use a circular saw blade Uiat does not carry tl�e HardieBlade saw blade trademark from breakage. James Hardie is not FlardieBlade'saw blade and FFPA vacuum extracBon - NEVER dry sweep — Use wet suppression or HEPA Vacuum r2s Onsible for c. Good: i. Dust reducirg c�cular saw with a HardieBlade saw blade p (only use for low to moderate culting) tlam2ge Caused ` I mpal2n t No Fa ma p r o t ec tl o n � r du pr J am es Hardie recommends ahv us ing "B esP' le cutt me where feasi ble. by improper storage and NIOSFI-ap�xoved resprators can be used in conjunctlon with a6ove cutting practices to furiher retluce dust e�q�osures. Additional exposure infamation is available at www.jameshm6e.com to help ynu tletermine the most ap�xopriate cutting method fa your job requrements. If concem still e�cisLs about exposure levels a you h8lldliflg Of the pfOdUCt. do not cornply wilh the above practices, you should ahvays consutt a qualrfied ndustrial hygienist a coniact Jarnes Harde for further infamation. socesia ��R�aL RE�t11�EMENT�: • HardieShingle� paneis can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. HardieShingle Individual Shingles must be installed directly to minimum 7/16" thick sheathing. • Hardieshingle panels can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulatioNsheathing, avoid over-tlriving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-tlriven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiitration. James Hardie does manufacture HardieWrapT"' Weather Barrier, a non-woven non-perforated housewrap�, which complies with building code requirements. • When installing James Hardie products all clearance details in figs.1,2,3,4,5,6&7 must be followetl. • Adjacent finished grade must slope away from the building in accordance with local buiiding codes - rypically a minimum of 6" in the first 10'. • Do not install James Hartlie products, such that they may remain in contact with standing water. • HardieShingle lap siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� products. CLEA�Ai�CES Install siding and trim products in Maintain a 1" - 2" clearance Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code between James Hardie� between James Hardie products surfaces, flashing and counterflashing shall requirements for clearance between products and paths, steps and decking material. be installed per the roofing manufacturer's the bottom edge of the siding and and driveways. instructions. Provide a 1"- 2" clearance the adjacent finished grade. Figure 3 between the roofing and the bottom edge of the siding and trim. Figure 2 Wa ,� Figure 4 Figure 1 � t�;m siding barrier siding � " conc�ete deck material � foundation „_ 1"_2" � f 6"min. i :'��;. lZ°�' �. joist flashin J' ' �'..,,. � '�, _ 9 , �:� , ledger starter } flashing course ' For additiona� information on HardieWrapTM Weather Barrier, consuft James Hardie at 1�66-4Hardie a www.har�iewrap.com WARNING: AVOID BREATHING SILICA DUST James HaMie• producls caMain respi2ble crystalline �lica, which is known to the SNate of Califomia 6o cause cancer and is considered by IARC and NIOSH Oo be a cause of cancer from some occupaGonal sources. Breathing excessive amounls of respirade silfa dust can also cause a disabling and poten6alty fatal lung disease caAed silicoeis, and has been finked with other diseases. Some studies suggest smoking may inaease tliese risks. During installaHon a handling: (1) work in outdoor areas wHh ample ventilatlon; (2) use fiber cement shears for aAUng a, where not feasible, use a HardieBlade saw blade and dustteducing a�ular saw ettached to a HEPA vaaum; (3) wam dhers in tl�e immediate azea; (4) wear a properly-fitted, NI0.SH-approved dust mask or respirator (e.g. N-95) in accordance with applicable gover�vnent reg�iations and manufacturer instructions to further WMt respfrable silip exposures. Dixing dean-up, use HEPA vacuums or wet deanup methods - never dry sweep. For further infortnation, refer to our ir�stalation rc�sWctions and Material Safety Data Sheet avaiable at www.jameshardie.com or by calNng 1�800-9FIARDIE (1-800942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIWS PERSONAL INJURY OR DEATH. soosroos HS0921_P1/6 4/09 /y �o� - Maintain a 1/4" clearance Maintain a minimum 1" a figure 7 ._ 3; �. - r --.- �;, 9 P °=ht1�.1i �, �.'�=z��°; between the bottom of James between gutter end caps and �- �' Because of the volume of water that can pour Har�iie" products and horizontal siding & trim. s,e „a�„�� i�; down a sloped roof, one of the most critical flashing Do not caulk gap. se„-adhe„� flashing details occurs where a roof intersects a mem6rane Figure 6 '' i sidewall. The roof must be fiashed with step Figure 5 �- �r-aan�j flashing. Where the roof terminates, install a � Qa "�"'�" ° �" B kickout to deflect water away from the siding. siding �� !& Do not 1 � 4 �9ap I;� �rip ed9e It is best to install a self-atlhering membrane on Caulk sidmg �_ the wall before the subfascia and trim boards are • Wse nailed in place, antl then come back to install the y N Flashing =-- fascia kiCkoUt. gutter and end cap Figure 7, Kickout Flashing$ To prevent water from dumping behind the siding and the entl of the roof intersection, install a"kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Steps t- 4 tnm board 16" or 24" water-resistive STAGGERED EDGE NOTCHED PANELS �— o .�. � barrier =��T�LL�TIO�! va � �1— �-�-- minimum � sheathing Fastener Requirements gap for � ,, i . { �, . 0 083" x 0.187" HD x 1 112" long ringshank nails are used for caulk �� i i i � , fastening HardieShingle�� Staggered Edge Notched Panels to both framing and to ? i DO NOT NAIL THROUG ��, � 1 � _�, 7/16" thick APA rated sheathing. 16 THis AREA --- Ii i , HardieShingie Staggered Edge Notched Panel installation pane�s j ;I ��3 �� '`,� I � Install HardieShingle notchetl panels with joints butted in moderate � i_ �; ) � contact. Due ro overlapping of the joints, caulk is not required except i where panels abut trim boards. (fig. 8& 10). Ensure keyways do not °. line up on subsequent courses. ° a .=.,�';a� -� �� , 4 a., �� d�,r�" 1) Install a 1-1/4" starter strip, and a 81/4" or 91/4" wide HardiePlank� � � ` osition nails into frami ^ trim first panel � �� lap siding starter course. P � to hit furthest stud starter stri 2 Trim the first anel from the end abuttin trim the left side in fi ures 8& co rsne through previous courses. P } P 9 ( 9 Only when application is to minimum 10) to hit the furthest stutl. When installing over a band board, trim the �1�6" thick APA rated sheathing, 8-114" or 9-1l4" position nails at 13 3/4" o.c. HardiePlank°siding bottom of the panel to create a straight edge, leave 1/4" gap between Figure 8 Allow 3/8" from panel edges bottom of siding antl flashing (fig. 9). 3)Secure panel, leaving 1/8" gap for caulk at trim and continue the course Steps 5& 6 along the wall. ��$ -- -- G — -- � 4) Start the second course, by removing the equivalent of one full stud minimum -- ^"x ��I ° ��,,, �_. , cavity, again from the end abutting the trim. This is to prevent pattern 9 ca ik ��,:-' ��, V, �� ""-'�� `�*.. repetition. Repeat step 3. �„ , � 5) Start the third course, by rem�ving the equivalent of two full stud cavities =`,<: �"� �_ "- T' - �I �� and repeat step 3. ��, - V�, `, 6) Continue up the wall repeating steps 2 through 6 until desired height is m�rd � 1�-� � reached. course .;a:. _ ,'� . r� Figure 9 rrst course 1/4" gap. Do not caulk. �. � t.;-��`, �'t, second band board . s�,� . course HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 55, 6ased on a maximum 5.5" exposure from the top edge of HardieShingle pane�s in subsequent courses (refer to Figure 8). The illustration (figure � and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlcanline.com. HS0921_P2/6 4109 � y >o� STRAIGHT EDGE NOTCHED PANELS ��i�L��I�i�� Maximum Exposure of 7" Figure 10 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps 1 -4 tnm board �6" or 24" —► watervresistive Steps 5 & 6 o.c. barrier' 1/S � — — 1/8 l _ 1 minimum �-: { 9 aulk �` � I sheathin9 gap for � 7" k� \ � caulk I - f _ _ 1 � DO NOT NAILTHROUGH � � �" �� "�, - i � � �ISAREA � a ` t - d's �; i i 16" � � �� i � � i shingle i �„ I'I � i �^ o t r3/g" � � I third course p � II ' � i II � i e.. —�{ � _ o " o o {,_ _ __. Q o 9' __, ____,6._______o o_ " - -_ - ___ i �— _ o - a -o e 1 __ b � e 0 0 0,_a 0 o a o a first position nails into traming minimum course thmugh previous courses. 1 1/4" second Onlywhen application is to minimum starter ship course 7/16" thick APA rated sheathing, Vi first panel position nails at 13 3/4" o.c. to hit furthest stud 8-1/4" or 9-1/4" Allow 3/8" from panel edges HardiePlankOsiding NARDIESHIr�GLE" S�R�fGH�i EDGE NQTCHED PANEL �OVE�ii�GE Panels for sidewa�l applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 45, based on maximum 7" exposure. HALF-ROUND NOTCHED PANELS INSTALLATiON Figure 17 Fastener Requirements water 0 083" x 0187" HD x 1 1/2" long ringshank nails are used for trim board �s° or za° barrier• fastening HardieShingle� Half-Round Notched Panels to both framing and o.c. 118 gap to 7/16" thiCkAPA �2ted sheathing. for �-_ �� --�� _ � sheathin � caulk �' "` ;�, - - i ' ' � t , '=�'. i�, �" � 9 _� ��r ita nk: � . - HardieShingle Half-Round Notched Panel Installation � '" ` ` a, , ° ; � Install HardieShin le notched 3f1BIS WIIh �OIIITS bU$0d ifl DO NOT NAIL THROUGH ,�,�-t:� ,�- 9 P � THIS AREA �, � t � = moderate contact. Due to overlapping of the joints, caulk is not required �s° _° -�- - �, shingles ° � `_ � �%:� � i except where panels abut trim boards (fig. 11). 1" <� . � 1) Install a 1 1/4" starter starter strip, and a minimum a 8-1/4" or 91/4" 3i8• "�#� :�':'�� wide HardiePlank� siding starter course. 2) Trim the first panel from the entl abutting trim (the left side in fig.11) to hit the furthest stud. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the ;�:._�: :< • � - ''� -F ;: �S '. w-F; �Y�' ��.��' _ . C�f �.� course along the walL :"�"� � ,. . ~ °a� � a � 4) Start the second course, by removing the equivalent of one full stud correcc �� cavi a ain from the end abuttin the trim. Ensure the seam is located alignment position nails into framing trim first panel � ��a^ tY� 9 9 through prewous courses. to hit furthest stud starter strip over the midpoint of the lower course for correct alignment (fig.11). or,i when application is to minimum 7It6" fhidc APA rated sheathing, 5) Continue up the wall repeating steps 2 through 5 until desired height position nails at 13 3/4 o.c. a or s IS f03Ch2d. Albw 3/8" from panel edges HardiePlank° lap siding HARDIESHINGLE HALF-ROUND NOTCHED PANEL GOVERAGE Panels for sidewall applications are availabie in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. HS0921_P316 4109 - y >o� INDIVIDUAL SHINGLE Figure 12 , l_�' j 7 Vim board � 16" or 24" �I watbafeefstive i�x°...:,�i � }i�li��`'6 o.C. HardieShingle� Individual Shingles must be installetl directly to � � 1/8" a I minimum 7/16" thick sheathing. t 9 P �� , sheathing FastenerRequirements caulk � � V 0091"x0.221"HDx11/2"or0.121"x0.371"HDx11/4"long r �,� ��, � I corrosion resistant siding nails are used for fixing �� l-�_ I � � i � Hardieshingle siding to 7/16" thick APA rated sheathing. sn �9ies � � � ,' Hardieshingle Individual Shingle Installation �'i � I � � � ; � Due to overlapping of the joints, caulk is not required except � � �� °' �i, �� where panels abut trim boards. Space shingies a maximum I � �'� � I 1/4" apart and leave a minimum lap of 1 112" between successive courses (fig. 13) *��, = � ':� r �e � ,`a e -Q. � � ,� , 1) Install 1 1/4" starterstrip and a 81/4" or 91/4" wide HardiePlank� � `°� �� ` °�� Y �� ' fl ��;t'` � Sldlll9 StBfIBf COUfSE. position nails to secure 1 1/4" 2) Install first shingle from ihe end abutting trim (fig.12) through previous courses, starter strip 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue not above the course along the wall. s-iia�� or 9 4) Start the second course, leaving a minimum lap of 1 1/2" between HardiePlank siding successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. Figure 13 �.�. �,g. - _ - _ -- _ - �f <. r;= = q � � :'�:� - water- HARDIESHIN�LE lNDIUIDUAL SFi��GL� „OVERAGE �, _� ` resistive ��_ � barrier` Shingles for sidewall applications are available in 6", 8", -- o 0 0 0 0 and 12" widths. Bundles needed for one square space (100 sq. ft.) of product coverage: max 9i a° r � �� apart Shingle Number Pieces 18 �� shingles — � Width of Bundles per Bundle leave a minimum 6" 6 11 8" max. lap of 1-7/2" g" 6 11 xposure between joints in succesive 12�� g 11 ,� courses CORNER DETAILS Figure 14 A. Panels butted against comer boards. B Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D Laced inside corner. minimum 1" thick trim A B C D WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be instalied in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. HS0921_P416 4109 y >o� . .�:r�� r ;�� ; i�� .��: In over sheathing is recommended for gables. 1) Install a 1 1/4" starter strip and a 8-1/4" or 9-1/4" wide HardiePlank� lap sitling starter course. 2) Begin Half-Round Notched Panel installation by first marking a plumb line down the center of the gable. Center either a keyway or a half-round long this line to ensure a symmetr�c finished appearance (fig. 15 & 16). 3) Start second course by removing the equivalent of one full stud cavity and ensuring the seam is located over the midpoint of the lower course. 4) Cut the edge of the panels to correspontl with the rake angle of the gable leaving a 1/8" gap for caulk at the trim. 5) If the rake angle cuts through a keyway of a complete panel or significantly weakens the end of the panel, use face nails to secure the end pieces as shown (fig.17) 6) Continue installation aligning courses as indicated. At the top of the gable, face nails will be required fa the final pieces (fig. 18) panel centered Fi ure 16 on shingle face Figure 15 9 and 24 oc studs chalklined i�� ,i \ � centeriine of the gable i' / I' \�� 8-1/4" or 9-1l4" ' HardiePlank� DO NOT THIS AREA panel centered lap siding I on a keyway � over a sheathing. 1 1/4" starter strip - - - - - - i securing to fully _— ___ nailable sheathing nails must overlap top of the previous course first course Figure 18 Figure 17 � face nail top shingle .\ I / second course � � seam is located � � _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ over mid-point of � � � lower course ' face nad trim board correct small pieces alignment flashing (refer to fig. 5) GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-tlipped galvanized Local Building Codes have specific jurisdiction. Consuit James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-tlrive nail heads or drive nails at an angle. PNEUMATIC FASTENING • If nail is countersunk, cauik nail hole and add a nail. (fig. B) James Hardie products can be hand nailed or fastened with a pneumatic tool. ' For wood framing, under driven nails should be hit flush to the plank with a Pneumatic fastening is highly recommended. Set air pressure so that the hammer (For steel framing, remove and replace nail). fastener is driven snug with the surface of the siding. A flush mount • Do not use aluminum fasteners, staples, or clipped head nails. attachment on the pneumatic tool is recommended. This will help control the Snug Flush depth the naii is driven. If setting the nail depth proves difficult, choose a Countersunk, � � � � Caulk 8 setting that under drives the nail. (Drive under driven nails snug with a add nail smooth faced hammer - Does not appiy for installation to steel framing). do not under DO NOT Figure A Figure B drive nails STAPLE HS0921_P5/6 4/09 y >o� �-�� ;_.-_- .. 3.,, E ., ..)��;,l:�,t� �='� -='�-_ - , ��q�� I�I� For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie" products. with ASTM C920 Grade NS, Class 25 or higher or a Latex James Hardie� products must be painted within 180 days for Joint Sealant complying with ASTM C834 Caulking/Sealant primed product and 90 days for unprimed. In addition non must be applied in accordance with the caulking/sealant ColorPlus� product versions of HardieShingle� Siding require a manufacturer's written instructions or ASTM C1193. field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. ��LO�P�.t1S�� HPaOLQ�Y �AULKiNG, T�UCN�U� & lAMi�Ai� • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch up applicator Touch-up paint should be used sparingly If large areas require touch-up, replace the damaged area with new HardieShingle° siding with ColorPlus Technology • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into irim where possible, and caulk. Color matched caulks are available from your ColorPlus� product dealer • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. �t�iNTlP�G JAMES NARDIE�� SIDlNG AfVD TRIM PRODUGT�'�IlITH COL(�RPLUS'° TECI�NOL�C�Y When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkytl base paints on James Hardie� products • Apply finish coat in accordance wiih paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with ICGES Legacy Report NER-40.5, HardieShirgle• Staggered Edge Notched Panels are racognized as a suihable allemate to fhat specified in: the BOCA Natlonal Buiiding Code11999, the 1997 Standard Building Code, the 1997 Uniform Bulding Code, the 19981nfemational One- and Two-Family DweBing Code, the 2003 Intemational Buiiding Code, and the 2003 Intemafional ResidenBal Code Ia One-and Two-Famiy Dv�eMkigs. HardieShirgle Staggered Edge Notched Pane�s are also recognized fa appNcation in ihe following: City of LosAngeles Research Report No. 24862, State of Flaida Ifstlng FL#889, .02, U.S. Dept of HUD Materials Release 12fi3c, Texas DepartmeM � Insurance Product Evaluation EG23, City of New Yak MEA 223-93-M, and Califomia DSA PA-019. These documents should also be consuRed (or additional infortnatlon conceming the suifadlky of this product for speciflc applications. O 2009 James Hardie Intemational Finance B.V All righfs reserved. PI28S2 VISI� WWW.J8f118SI18fdI8.001fl � rn.t, srn and � denote Vademarks or registered trademarks of for Additional Produd Information and JamesHardie James Hardie Intemational Finance B.V � is a registered Availabili , Installation Information / trademark of James Hardie Intema6onal Finance B.V � Wamings, and Warran6es HS0921_P6l6 4/09 ��c�r �io-Z�s�-a9 ENGINEERING EVALUATIC�N R�PORT FOR ATTRCMINC Jf�,MES HARDICO BRANfl FIB�R-CEMENT SHINGLES 70 WdC?D FRAMED WALLS WITH VARIOUS FASTENERS JAMES NF�R�IE �U{LDING PRODUCTS, INC 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PtaGE Referenca Reports and Resuits 1 Purpose of Analysis 2 Table 2a� Galculated Design Loads, 15i32 inch plywood sheathing 2 Table 2b. Calculat�d Design Loads, 7l16 inch (�SB sheathing 2 Table 3 Pressure to be Resisted fer Expasure B 3 Table 4 Pressure to be Res�sted far Exposure C 3 Table 5 Rr�ssur� ta be Resisted for �xposure D 3 Design Wind Load Pracedures 4 Table 7 Maximum Wind Speed (MPH - 3-sec gust} for Various HardieShingle Expc�sur€s and Various Fastener Sizes 5-6 L.imitations of Use 6 As product evaluatar, the undersigned certifies that khe list�d products are in compliance with the requirements af the 2007 Fiorida Building Code. PREPARED BY, ' R�NA�D OGAWA & ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEAGH, CA 92649 714-292 2602 714-847-4595 FAX \,'�, lt H II1�1t �� \` , • � �� • `�\ � ' _ � ��> Ci. 1 �'' _ � : V . �,�, = ��'i4�rf� t °`� a _� � ,�'` , ,,� ��,� `'. ..:- - '�'�� + ". � S " �° 4 _ � �• � i�j��11 ..m�`. , �. � . _� Ror�alr3 O�av:�� nu F-.�s�; ,�ai�.s I� ,g61 b^var r:i Flven:��: u? i> u:.inti;:gloi; !?e:� cft, , ��>>�•,i. fiqie. i<IO-:'-'Si: i.� �7 �4) ?q7-2�:z02 ,'ell .'; +4; �147�45G:� �.i i i,�� , ;mca FI._�dis {3i�A+:�rg Prc;t.cts, i� , ' .., �' �, ��c;r�. .-lr�� : ��:ur.:�: i .� �.�l.r`� f �, r ��,tar�a, c.l. <,�S''.; �1� - _ .J�� ,_z 1 .;Ou 942 i 34'• , .t _ . ._ �.�t.1 C.�'��' �vaivatio�� Subject: - HardieShingla� Nothched Panel Siding Hardfe5hingleC� Individual Cladding Shingfes �` ;�`' 2 ' o�k_' �. i ; 'r` - irade Nan,us: '�# �v � ! IarAir 5hirr�leM Nothched Par:el, i-ia�ciieSh�ngle�.=� {ndiv�uu�l >hiry;a_; -S ,":.. � � =; _, �# . ' ; .`� �'. ��" � = t2efefsnce Reports. - �� .``. `. r.. ; F+th.1 � t) 6de�fak Tee(iny Se�.ices NA, Inc , 6^ississagua. Ontario, Report �06791? ar25f0; ;ASTM, �.'t 1R6± �. •`, ,--�- �, �' Tesnng NardieShingie Siding to AST�d C 1186 on Fiher-Cement Flat She�ts �`� `� »,¢� p � �� 2) Ramt?ch L3borat�ries inc. Report 1 SA3f:-99/1602 (ASTtv1 E330) � �'T�.t'4�- � �� f fr3nsuerse ! uad T.�st, 1;4" T nick by 48 inch v�ide Hardfe5hfngle Notchetl Pan21s uistaile:i nr: 7� IE u.sh t��:c;c ��St� �atei �h��:�tr �� , ''"�; i 1�t�=�' '^' naiied vaith a'} 1%' ;n�.h lor;q hy O.OA3 inch shank d:�r7eter bY 0 if3�i inch head diarnet�r i r'7 s1'.amM ;,a:i 3) Ranitech Laacratones. ir.r„ Repert i,43E-99/}6�3 tASTAA E330} fran�varse I.c�d'I ast, 1�A" 7hick by �}8 i�ch wide Hardie5hingle Notched 1'emels ,i�slalie,! :�a vVood Si!�ds SG = �ri�� ;paceh at �6 i�chet o� crnter with n 7 1/2 inch Icng By 0 Q83 inch sfiank diz�neies hy Q 1::"7 �nch hcad d�ameter :�.r,� c� ��;k >d 4) Ram4ech Laberatories, Ina Repert 11436-95li6CA (ASTM E330) (ransverse Lnad T�st. i,.t" TLick Gy� 4Et mch wide NarCieShingle Nolched t'anals inslallri z.t4 �!`Jvod Stu�,s SG - 0.4Q spaced at 24 inchos on r.onEer with a 7-i�� irch lor:g by 0.083 inch shank diamater hy � tu7 ;:�r.h ts��d d�artlater r=r:� �araf�k �� =f 5) Ran�tech Labaratories, Inc- Ftepert 10794-97-t458 (ASTM E33o) Transvarse Load Test, ird" 1�hick bq 12 ii�ch wide rardieShingle G�adding Sf �ingles �rsi�iied �n i57`s2 �nch AUH. rated ;he:;th�:�g nai!ed tvith a IdWnber �t 1 yauge �- 7?4 n�:;h long rcofing rait fi) I2am;ech Lahcratnres.:nc. Repert 10;9A-97-14f4 i,rWTtv1 E330} Trensverse Luad TesL trd" 1 nick oy 12 inch wide i-ia�dia5hingi2 Cluddmc� biiinyles �r•stalled un 7t16 inch OSB �ated s;'��attni:g naiied vnlh a 0-p9� ineh siaank diame!er Liy 2 5 inch lonq by 0 27_7 fnch he-:d '�amr.tr:f Reference: ASCF 7 OS 2007 Florida Building Gode 2(JO6lntemadonal 6uildmg CedeQd 2Q4� �nlemational Res(dential Cod�'�J Results: Nardie5hingls Notchatl Panels end HardieShingla Individual G;adcling Shinc�les comply v�Ith ASTF.A C 118fi, Standard Specificahon for Grade U, Type A Non- asbes�os Fr'ber-Gement F1ar Shaets. Table 1 Results of Transversa Load Testin Frame 1Neather �astener Ultimate �esigrr Repart Test Thickness Spacinq Facposure Spacing Load loed Pr�duct Number Agency pn.) Frame Ty e (in.) pn.) fn.) Fastener Type (PSF) (P5F} rAinimum 7;'I6 HardieShin le �n. lhick OSB 1.5 in. ic�ng X 9 11436- sheathiny �.083 in shank X Notched Pane! - �� Ramteuh �� comply�ng 7 73 7 � 0.137 in. HD ring �'8 22 J St�aight inst8itatio�t with DOC- shank nad PSZ Minimum 7/16 Hordie5hingfe ir. thick OSB 1.5 in. bng X Notched Panei - 11438- sheath'rng 0.083 in. shank X Steggered 99l1842 Ramtech 0.25 comptying 7 13.75 0.187 in. HD ring 61 20.3 Instaliation with DOG shank nait PS2 1.5 in. bng X Hardie8hingle 11A38- Ramtech 0 25 ZX4 wood � fi � biind p.083 in. shank X »Z � � Notched Panel 99/16tY3 S�a0.4G nailed 0.187 in. HD, ring sheMc naiE 1.5 in. long X HardleShin8le 11438- Ramtech 0 25 2X4 Wood 24 bOnd 0.083 in. shank X 97 32.3 Notched Parrel 99/1604 S�zo.40 nailed 0.187 in. HD, ring shank naEE Minimum 2 roofing HatdieShin le 15f32 in. thick nails No. 11ga. 1-1/4 Q 8 Individual Cladd(ng �� Ramtach 0.25 �P�� 8 9 Inches Irt. long rooflng 100 33.3 Shingle with DOC- from butt �il - PSt � Minimym 7/7 2 siding . Har.d�.Stlit�le �n, tlick 05b 0.097 kr. sha[dc X nails t¢�s�-67- aneaaunp o.azt h, Ho �c IndfYif�l191 Qkdddl� RQmtBClt 0.25 8 9 fnqhes 88.4 28.8 � �� 1464- � n0 Udn butt 2.B ln.laip sidlflp wiAM1�GC- � � c � P62 ,„: ;� Pege 1 's ; =2oa, :67 Ugar�a .rci .�,ss„aa*.es. irn; SuO� �"leirn�r.;ve�we �376 r`:un;v:y!ci; ea�ch. C., °Zu49 Fr?:<i RI'�-215ti-Q9 t7?4) 292 2802 cell l? 1 41 R47-45<a5 (ax � �r�ics FI ;!dir Fuitld�nc; r:u:._:c F -- � ��U ._ . :,venue mtc:n:� ;;i,:i233? i ;.,r;0-�M2 7't43 Purpose. this ana!ysis is to deternun� the ma�:m!im vrir��.i spaed to c�e r�;sist?�] by �n assembly of tiardieShingle � letr.ned t'aneVs ar Har�;��.hing�a I�;iv:d:ial cla�ldin:i shin��les :`acteneu to wc�ii Bairim� �. ..,,ad shea:'n�G;y 4�r:th s�d�ng na:ls ur r��i:ng r:ails With ragards tn Ha� die;�h�ngle Iniividi�ai Shinyles ann based �� resi�r,s of !esti�ig Fi mcti �.vea;nar axposure, we p;orata ?he area oF 7 �r,c;i nri� fi ir.ch wea?P��r sxpnsure back to the org€nal d Inch +veather expo<ure to determir� the respective upiift resistance at reduce�f v+eather exp�sur�s. F3y usin9 Ihis pto�ation, tE�e df.si�n {oads for variouc Hard�eS€iingle In�ividu�l Si�ir.gle weather exposures ��•i1i 6e detenz�ined. Table 2a, Catculated Deslgn l.oads for Reduction in Weati�er Exposure, HardieShingie Individual Shi�gfe nailed fo 75/32 inch plywood sheattSing 1'�?Fa�her Desiyn Pressure _xpos;�re ��11107at�. Load (nches} Load�PS�I IPSF) �FOS=s> � y�., v a li:D.O a33 -- y : j t270 42.3 L�� _ 6 i66.) 55.9 Chrck tor results � Individua 5hin�4es �nsta;led on 15�32 mch piywood with h•:o tasten�rs located 9 inches from the free end. � he assembly tested m Ramtech Raport 107^4�97-1458 has a wealhe� F zposure of 8 ir�r,hes. f'ro�2U0n uf tlte aieas �tdea�hef �,.�esther E xposure 1� ��`F°=`�r4 krea (j � h � �., .. 0 667 a, 7 4.583 P- � 0 500 2j E9y assuminp Ehe same res�siance, we can set tha momenl tor the tested configuration equa� to the momeot of Ehe redw:ed zxposure- Th�.rofcre, Ai�;xla' �)X9e�-.f=AjX( Sah�e Ior q , , 4 � = [�� X ( ' � ) X 9w� 1/[A, X (S 5 � � )1 '��X��* �)Xq�w tiX9z Salre !or o , 4: [t�� x (� � � ) X 9r�� ]%lA: %� t3 + i )i qr»r_ Q 4z � _106 �-� 126.98 166.�i7 7abEe 2b, Gafcutated Design loads for Reduction in Weather Exposure, Hardie5hingle individual Shiogia �ailed to 7l16 inch OSB sheathing Weather Design Presaure Exposure Ultimate Load ({nches) Load (GSF) (ASF) (FOS=3) 4 $ 89.4 29.8 qi 7 113.5 3T.8 Q 8 1d9.0 49.7 ``l,`�\NilUfltlffll!/f�`,,// .�� 1. ��A CheCk f4P results, �w�� - y Hardie5bingle Individual Shingles instailed an 7/t6 inch OSE3 with two faatene�s Iocaled 9 inches from the free end. � y �i� ! The assembry tested in Ramtech Repori 10794�J7-1464 has a weather exposure of 8 inches. , .. Proratbn of the arsas: � � �•�.. � � Weether - `"'� �� Weatt�er Exposure "' �� '° � �- 1) �posure pfea � . '� - pnches) '". + : �� • � :' ._ ( �) � � � ' ,.�+� ,* ` .... A� 8 0.887 i '�� Y : � � , ! '�� ,.... A� 7 0.583 fy .r� � r,�+ ° A 8 0.3f10 r,f��,� V • � �� . �t � � �,�� Jijjl�1�'" � _ � ' `��.. Y � Page 2 , R�nald'Jaawa anu A;�.ori,,:r,s ;rr 5�JG1 '�`Jar��er 5denur. y3; r I-iuni�nyton3��a:.h.+'.-� :L�:4� Prcjeci F11C?-211.,-�.i,.� (,' 14; 292 �G02 c�ll (ii4) 34�_n��gs f ;:x Ira :r.. � :.. �,r, iii�iplinq rindu:ts �� . S;tt� ++!j:1,,� ! i�iU �._.�17!" c }(� f� 9 I-;::','.:�..a Cr,?:'33/ ' 1-,._ , 1,.-731't ` C � , -'' � � - r� f. �;; . ,� ,�.��.�� ° z� -- � . fiy assum��g t�:2 aamP 'esis:ai?ce, vre can °8t'i�e moment fer the tesled co�V�q::r:?!�oi; ��qu��l to fli� m;,rn�it cf if•:e i edu±:�-�:i_agp�i)fa� t� �° � f hPre(cre - ..� _ s��' ,�°� � � � - �'�,.;,, X(a r 5) Y, q;� - A h t's 5 � 1) X q� �'_----. }; 4 - $UIbB/Or4t� °'- �, , ��"'M1 q, _[A X 14 + t) X q„�, Jr[A� k(3.5 + 1}J � - �� ' "��a��-��'" � ��, 1.,,, s X G i 1) .� , °qW ,.. � ( 4, -�: . ,t7p ? ��a, SvNe forry; i .` .�� ' e�"��.." E. � � ,rt R.= [a ,: X �4 +' 1 � X nw_� 1%fAz x ( * 5 :1 „ ' - .v. , ;��t ` � ; , . ,�� te° � l "��::�� f q'--� T �1 `l� � 89 4 113 02 149 00 � , ' 7a61e 3, pr3ssures (PSF) to be F2asisted at Various Wind SG�eds • Wind Exposure Category B, K�t=1, I'-1 0 V�find 5 aed (3�second ust 85 94 100 710 T20 730 740 i50 17C � _` F osure 8 B 6 B _�i k3 B B f3 � Rdjustment �,, 77 4 �9 5 2a 1 29.7 `s . 7 4U.? 4; . ✓1.2 �0 � Fleight (ft) factor, � "�� 0-?5 1 174 195 241 291 3d_7 d07 472 542 6�G 20 1 17 4 18.5 24 1 29.1 3a 7 4D.7 A?.2 54.2 69 6 25 1 17 A f 9.5 ZA i 2�3.1 34 7 40 7 4Z"e 55.2 5P,6 � 30 1 17 �i 18.5 24. i 29 7 34 7 40 ? 47 2 54.2 69 G 35 1.05 16.3 20.5 25.3 3p.6 3Ca.4 42? A9.6 SF..9 ?3,1 d0 "1.09 19.0 21 3 2�.3 37.7 37.6 �24 � 51 4 59.1 75 L� h5 1.12 19.5 ^<1.8 27 0 32 B 38.9 45 E 52-9 60.7 i 8 0 SO 1.16 20.2 22.6 28.0 33.f3 40.3 47 2 54.8 62.9 E30.7 55 1.19 20.7 23.2 28.7 34.6 41.3 48.4 58.2 64.5 IIZ.B 69 122 212 23 8 29.4 35.5 42.3 49.7 57 6 E6.1 II4_�J 100' Kt = 0. .8 34.8 42.7 Bi.6 61 4 72 1 83.5 �J6.0 123.3 '�ur height > 60ft: Kzt=1; Kd=O.&5: t-1. GCp=1.6;GCpi=0.18: p=0.00256'Kz'Kzl`Kd'V^2"1"fGCp3GCpi) Table 4, pressures {PSF) to qe Resisted ef Various Wind Speeds - Wind Exposure Catogory C, Kzt=1, i=1 0 W�tltl 3 ed ($-88c0iM ust 85 90 100 110 12�7 t30 140 150 '!7Q osure C C C C C C C C C Adjus4ment Hoie�ht tt} tactor, x P ^° 1 JO - �� 4 15.5 24.1 .'_9.1 "s4 7 40.7 47.� 54.2 0�3.6 0-15 iZi 21.9 23,6 29.2 352 R2.0 4�J.2 571 85.6 Sq.2 20 1.29 23.4 25.2 31 1 37.5 44.8 52.5 80.9 69.9 F39 8 25 7.36 23.5 26.3 32.5 39.3 48.8 54.9 63.7 73.2 �J4.0 30 1 4 24.A 27.3 33.7 40.? 48.6 57.0 BB.t 75.9 37 M1 35 1.45 15.2 28.3 34.9 42.2 50.3 59.0 68.4 78.6 100.9 40 1.48 25.9 29.1 35.9 43.4 51 i 60.8 70.3 80.8 iQ3.7 45 1.53 Z.6 29.6 38.9 A0..5 53.1 82.3 72.2 82.9 108,5 50 1. 27.1 30.4 7,8 45.4 54.1 63.5 73.9 84.8 108.8 55 1.68 27.7 31.0 38.3 46.3 55.2 64.7 75.0 86.2 110.7 60 .2 58. 6. 6. 2.8 = 1, �2 .o ;s 85. 78.a s1.7 1.4 122.1 1 8. 'For heighf > BOft: Kzt=1; fKd=0.85; i=1, 6Gp=1.8;GCpi=0.18; p=0.00Y58•Kz'Kzt`Kd'V"2'f`(GCptGCpi) Table S, Pressures (P3� lo be Rasisted at Various Wind Speeds - Wind �xposure Category D, Kzt=1, 1=1.0 WMd $ d 3secortd ust 85 90 100 110 220 130 140 150 170 ure D D D D D D D D D �� P,,,� = 17 4 19.5 24.7 29. t 3A 7 40] 47.2 54.2 69.8 HNgM (R fattor, l 0-15 1.47 25.8 28.7 35.4 42,8 51.0 59.8 69,4 79.7 1D2.3 20 1.55 27,0 302 $7.4 45,t 53.$ 63.1 73.2 84.0 1D7.8 26 .81 28.0 31.4 36.8 48.9 55.9 65,5 18.0 97.3 112.1 30 t.BB 2$.9 32,4 40.0 4$.3 57_B 87.8 78.4 90.0 178.5 35 4.7 ,8 33.2 41A 49.G 5.0 89.2 80.2 92.1 118,3 4tl 1:4 -` .3 3.9. 41,9 50.8 0.4 70.8 92.1 {14.3 121.1 ! .` ,.Q .7 .8' S . 81..9 72.4 &k0 9B.b 12 ,�B ,T - 73.f' .4 � 1 ;D .6 4.8-- 9A.7 2&1 -_ - � ..7 i IiPJ . .. .t�Ct� �'I" 17�G 0) Tabies 31FIhn/gh'3 pre b9(ted oniABCE 7.b6 �d consistent with the 20Q7 Flarkle BuAding Code Page 3 Ronald Qgavia ;+nd Associ3tec irr 5901 l'Jamer �>yer.ue, #37E H!uihngP;r, 8=� �c.t:, CA 926-14i PrqeC R 0-2166-09 (714!'[9L-25f2 C°II (7i4i84�-45£-5fdx ' Ja�nes Hard!a Bulr.iing Praducts, Inc 10901 ELn Aven�a Pnntarr;, C,\ 92337 1 �00�942 7343 Oesign Wind Loads: Equat�on 1, qx 0 QD256`k,'K�'K� V''"I y, , velocity pressure at height z K� , velocity pressure exposure coefficisnt evaivated at he�ght z K„ , topographic facror K� vrind direetionality factor V basic wind speed (MPf I in�porfanre factcr Equaticn 2, P=9.`rGCP±GCvI GC� , product of exiernal pressure coe�ci�nt and gust-effecl laclor GC�, , produef of intemal pressure caeffic�ent and gust-effeci factor p desic�n pressura {PSF) for cladding Substrtute q� into Equation 2, p=0.00256"K K.�'V Solwng for V, V= (p/(0.00256"K� K�'K.,�9"4GC,iGC�„j}) Table S, CoeffScients and Constants used In Determinin V, Basic Wind $peed (MPN 3-second ust K� Hei�ht (ft) Exp B Exp G Exp D K„ I( I GC GC � Q-15 0.7 0.&5 103 h<_60 t 0.85 1 1.4 OJ8 ZO 0.7 0.9 108 7 0.85 1 14 0.18 25 0.7 0.94 1.12 1 0.85 1 1.4 0.18 30 0.7 P.98 t.t6 1 0.85 1 1.4 0.18 3b 0.73 1.01 119 1 0.85 1 14 0,18 40 0.76 t.04 1.22 1 0.85 1 1.4 0.18 45 p.765 1,065 1245 7 0.85 1 14 0.18 50 0.89 1.09 1.27 1 0.65 1 1.4 0.18 55 0.83 911 129 1 D.85 1 1.4 0.18 60 0.85 113 1.37 1 0.85 1 1.4 0.18 100 0.99 7.26 1 43 h%BQ 1 0.85 1 1.8 D 18 \\\\ ��\1VllS IIII lI 1 /(}�� J � i � ��`,` �� j J ; '� � : , `� ~ =� � .. � j :"�. � . �� +�� y � ;� ,W '. y �'Y Sy .�`�w ��ly� '••' � �"";�„' `• ` � � p � y �� is� � � �� . J - . �1 � Fage 4 ! ,,�t� ,,,�,.,.� iti�^3I�]i;y::..<l:i^:if�5S0��,:1.*: I� ' � • � ' � � c��u' ,. ��er,4�aen�.,� t,�:�= � , > ` I;,, �; F �'a ;;r.��-, - _- .-. ",i I .g , P-.:��.: RIO-z�t-3-�;. ' r v 'jL cGV� i-t:il . __ _ { , • .� i'1;;33,'-:59:. `�,r • �.'�. _� �,ji. .-. � { � j;,!�,e.., Her.1i� fiu.�::n . .,n!.ii.'�: �. ,_ }C;�;O' �_, r, ro;<� _ _ _ . ;';t:l''?;75 t:A .'/ - " k ' ; - ' � �'_ g'�G.�d4:'�7> � �' " • 'a - - , . ' - - Y i`F.,1 �{ � - � ��• .. j4 w'• - .�_��\� i ,J Sy "-•��N _ . l � `i � R i � i � 3 3 �1 >", -- _ Tablr. 7, tNaxiinum Wind Speed (IIAPh# 3-second gust) NardieSbinyle Sidiny, ASCE 7-05 Method 2 ' � 8as:c �Nind Speed mph Cnetfitients used+� �xcef C�iN:�iiatiu�is Fc: ��u1:: i ;3-second gust� _ _ lBCG& l K; -- --�- - ---- ----- i - - - - -. .._� 't ! FroAUr,t raste.^,e! S;u�i �Jeather Bui!d�r�y C�esgn � � : i I � F3ste��'?r I Fr2me - i j � Pre�.;uct Thick.re=< T , Spaan3 ._� e Spac;ny i�xpn<i:re H i1 ., D Lead � } (inc.F�si y "� !inches; F (,nches; (in.; ;(eet) , ��1 _ i =� 6 Exp C E>a G _� i: � GC, c;:.�, � � ; U-75 97 8& 80 2� i G/ 0 9:. i 03 fu'�0 ;}: 95 � I 4 0':9 ! I ` ^ " '_ I � 2�1 9� B� 78 '27 U-7 0� 1'3� +. t1A5 tq r��y � , ?� � Qi � F:� +7 'l'27 C� 7 � J4 1 1% i n 3!: ; 1 A ') 13 5�r I.�r:� 'C 3� fl2 i5 -; u: 0 �.� 1E � 7 QB5 ' 1.1 0 ii? ' ; n _.. IlarcieSi � X il 0$3 n; - -- --- , ' -{= . _ _ -- ;,n,ir_kD58� 3� J5 gi i4 <?7 GF? 101 115 � 085 ia U�.! PJotche� Pan. .j 1 , shank { i � - - ----- - �-- � -'�-{ �-- ----�' � 0it?7�n ; sh�at^ind I 4u 'd3 fiU 7.4 227 078 i.G9 1-Z2 ! U85�? 14 O.i8 Sirai3"d .�, complyi;:a { I 45 92 %9 73 217 R78o 1 C55 1 24G l 0 95 i i S 4 0'c :rstaliatio�t i HD r�n� vnih D7C I a �� shai�kna�ll PS2 � I `�0 90 78 72 227 OB'I iD. 127 � 1 085 i la Ofs 55 79 77 72 ?2.; 0 63 1 Y 1 29 1 D �5 I � a o!%s I b0 88 76 71 22 7 0 85 1.13 '1 3t 1 U 95 1 t 4 p 1 H 100 73 65 61 2:7 099 128 7q3 h>60 1 Q.AS 1 18 0.1& 4-15 S2 83 76 20 3 0.7 0 85 1 03 !� �i%0 t 0 8:i t 1 4 0. ! 9 y ZO 92 &1 74 203 0.7 0.9 1.68 1 485 1 14 018 R1i �imura �, �� ?:J 73 2G.1 01 09l 7 t2 t 935 1 O ld 1 Sin long �it6in '�'J 5� S r1 20.3 u'7 058 716 j 1 �1�5 I�4 O1E Nardis5ivnc�ia X O OL�3 �� ' 2n 3 0 73 1 �t 1 19 � 6 C.°_ t 1 4 0? B th�ck OSB 35 c�U � 6 70 Notched Panei - ehank X � �;,��furn� . �10 c2 iES 70 2-^ 3 � 7e 1 ca t 2z ?, U S: t � c o�3 � StaggereJ � 21£.' r - :- - - - Irstaflation I Hp .;�„-� con:piying � 45 b•' ?� 59 2U3 0785 1685 72A5 0.35 1 t4 0.16 shank na�: 'K'��h 60C 50 85 74 68 20.3 O.Bt 1.09 1 27 L 085 1 1.4 O.tB � �SZ 55 9q 73 68� ?0.3 0.83 i tt 123 1 085 i tA 0�8 E�0 83 �2 67 20.3 085 1.13 1.�1 7 085 1 t.d 018 iO4 69 Bi 57 203 0.99 t28 143 h=60 1 085 1 1-3 �-�3 0-15 163 148 134 W.D 0.7 CSS 1�:1 hfa t 0.85 1 S.4 O.tO 20 163 144 131 64.0 0.7 Q9 1Q8 1 0&5 1 1.A 0.1fl I � 25 163 141 129 � 6a.0 O7 9.8a i.tz , 7 0-t35 1 f.A o ta �? 5 in Icrn� 30 f 63 138 127 64.0 0 7 0.98 1.16 S� 85 1 1 d 0.18 X 0 083 m. 35 160 136 125 fA-0 0.73 1 Ot 1 78 1 0 85 1 1.4 0.1 B Ha�die5hingle �� shankX bl:rdr3il 2XQwca9 �5 7 40 157 134 124 6<0 078 1.04 1?Z 1 085 i 1.M1 O.te Notched Panel 0.187 in at stud SG�0.40 HD, ring 45 154 132 122 &}.0 D.785 1.065 1 2A5 t 0.85 1 1 A O.td sha�k nad 54 152 131 121 6q.0 4.8t 1.49 L27 i 0�85 i 1.4 0 9e 55 160 130 12D Fri.O 0.83 1.15 1 28 9 0 BS 1 1.4 0. S B 00 148 128 119 84.0 0.&5 1.13 �.31 � 0.85 1 1.A 0.1+3 100 122 109 102 6-0 0 0 99 1.26 1.43 h>6Q J 1 0.85 1 1 8 0.18 0-15 116 '105 98 32,3 0.7 0.85 t03 h�60 � 085 1 14 0.18 20 118 102 93 32.3 0.7 4.9 1 OB 7 0 85 1 1.4 0 18 25 i16 ?CO 92 323 07 094 1.12 '1 0.85 / t.a o.18 1 5 in. long �- 30 � -- 119 98 90 32.3 0.7 6.88 LTB t 0,85 1 1.4 0. k8 X0.083in. 35 1i3 96 89 32.s 0.73 �9i i.t9 1 oe5 � t4 o.ts Hardie8hingia �� shaMc X blind nail 2X4 wood 4 � , a0 111 95 88 323 a.78 1,44 1 22 7 b.85 1 �.4 0.t8 Notched Pautat 0.187 in. et stud SGzO 40 HD, ting 45 109 9d $7 323 0,7&5 t.a65 1.245 1 0.83 t 1.A 0.58 �� 50 lON 83 88 323 Q.&t 1.09 127 1 0.86 1 1.4 q.t8 SS 106 92 85 323 Q. 1.11 129 1 0.85 1 1.4 0.18 60 105 91 $5 32.9 0.85 1.73 1.91 1 0,95 t 1.4 0.18 tOD 87 77 72 ]29 QHB 128 t.43 h�80 �1 0.86 1 1.8 0.18 0.15 1t8 107 7 33.3 Q.7 Q.85 '1.03 h<_60 1 0.8$ 1'1.4 O.t$ 20 118 104 95 33.3 0.7 0.9 1.08 1 0.86 7 1.4 Q.18 Minimum 25 1f8 102 � 93 33.3 0.7 0.84 1.12 1 0.85 1 1.d 0.18 2 foOfing 15I32 in. 30 t18 99 81 33.9 0.7 a.96 1.18 1 U.86 1 1.4 0.}e HardieShinB�e No. 11ga. t nai�s Nick 35 115 °8 90 33.3 G.73 to1 1.79 1 0.85 1 1.4 0.'18 Individ�Jal ��q �/4in.long 9inches plywood e 40 113 97 89 3s.3 0.70 1,04 122 1 0.85 1 14 o.1b Ciadding ��ryng nail from bu[t complying q5 511 95 86 33.3 0.?&5 1.045 12a5 1 0,65 1 L4 0.18 5hingles p�Qe �yjth pOC- 60 109 94 87 33.3 0.81 t08 1.27 1 Q.B5 4 1.4 0.18 PSi 55 108 93 87 33.3 0_83 t.ti 129 1 0.85 l t4 0.18 60 107 93 86 313 Q85 1.13 1.31 1 0.85 t 1,A 0.18 iQp q8 78 74 3.R3 0.88 t2B 1.43 h�80 1 0.95 1 1.8 0.18 Page 5 ,5�1(� :i l,l.rit I � _,__ �.�>'�i,��; �._',�i�;v�i.:?:.�:dr:SSC:pate> 1 - • r� ;�,.i l^.rd:rer ��,•E:i�.a #3; _ �' ` _ .:5+�1�.-d�', l . ii�..n il-=.ac� �.A 9GO=«a z � �'. � _ `., 7A` T• �` - � _ Pio:�ct k21O-:165-09 - - - - •- - .- °i"��t� � �. „ Iq; 262 2EL2 ceii `_' '_ �# - � ' ;�'4 t 847 4595 f2n ' $} ..� .�_ • - M � � _. ..�� , ., ,;�i ,rv,_,r:s I: �'_ - - ': ,>.�`; E-�iL �� _ , z,a, '��".� p��,,,tn�,a �..;,�:;1;�, _. , :.r,�. - I -Y,OU gq2 7?�13 �� E - , - . � ti '� . ;�°""^+�� *, r�i � .�� f ''r�� l .�t� `�'��, �^' .��,,,�. 'r.#;� � i� . 82sic `Ni^d Speed mph 4,�;�ic�ents usec: in Fxcel Calcutatiors �"nr ta;,ie 7� �3-second g+;st) 18CG2'81RG �.- -- -- ----�--'�� - Prcde,ct Faste�:er S:uh Weather Buiiding tr.=s,g;> ��as'ar,.,r Fr�rr;e � Pro-�::ct Th��:kr�;�s Spar.fny Spa.i�� Expesure HOight B ,. G t._a;�! �- . ;•:h�:sr "�"` �,inC!�e=i � �;nU;e�; ;�n_? i`eetj :P�fi 1 ? Es�.3 csa;; r�pU K.,, N G�„ �:C:,,� 0-15 133 720 109 42.d 07 085 103 h_-&0 'I 085 1 14 O.iB 24 133 117 107 d2 3 0 i G 9 1 Oa 1 4.85 I 1 4 6 18 r�j� � 15 133 114 105 .;23 0; 0-84 1.12 1 D.&5 1? 4 0 13 2 rcot�� ? 5!?� in 30 133 112 103 .12 3 C? 0"v8 1 tE 7 D b5 7' d 0 t:i H�:fdieSL�ngie t . �; .,,._; ! - 0 "�2 -�=? '3 1Ot 1t;r t ti'�e:bijual �° 9a ' r.o�:s ' r a5 ?36 � 7€ r 0� � C 85 1 0.18 i?4 ll4 �n Inr,e t3 I�e�i �s r.iy r.ce,i ? - 4G 1G9 tr,q v? 3 r, :3 7 e�i 1 22 � � J 1h i '.a o 78 t:,a:id:�,� � ; ; <, Sh;ng!es �J �� :`rom cutt complyir�g 4E f25 107 59 1? 3 J 795 1 G6.5 1 245 1 i p 85 1'i � 0 13 edsa w:th f]O[:- $G f23 iQ5 58 -:2 3 � 8` 7 O�J 1 2; 1 0 05 i 1�. 0.18 � 55 i22 105 98 f2 3 0.83 9. t? 1 29 1 0,85 1 t 4 Q 98 I 6C 120 104 9; 42.J O&5 1.13 1.31 1 085 1 1A 0 iE t�u 70� 88 S3 �#2 J 099 1 28 1.A3 h-� t b II5 7 i& 0?3 i 4-15 752 138 125 �5.v 07 4a5 1.43 tL60 1 tl3S !?.a 9.l8 � 2C 152 134 122 S5 G 0 7 v 9 t i�s3 � 0&5 I? 4 0. ; 8 E ivtinimum 25 152 131 72Q 55u o.7 0_94 i12 7 055 1 i.4 0*:8 2 rcofir.g tE132 i� � 3G ?52 12& 118 ,� 5 0.7 OHS 1 16 1 085 1 i 4 0':3 MardieS:�;r:gl� E , . . � No 11gu_ t n�ils ::r��:< ' :S 149 127 117 550 0.:1 707 179 7 O85 "?,4 O.t�3 Irniroidual I 1;4 !l4inlery ;!rcn.•s ply�.�.rc� 5 10 t�:6 i2`� i?5 :S`> 076 tOF I �2% 1 05b i i4 Ui8 Claddir9 � - __ _. ___ �.._ t___--__ _ _"_ i f^�i ng ..e�? fram � �orP:Jing �7`. 141 123 1 i4 6; ; 0%85 1�r5 1.2.� i i 0 xr t'-0 0 15 5tvr.g€cs � _ _... a�'36 �SnthCilC- 5{,+� ��i t22 it3 5,i.5 O.Bt 103 12i 'I 085 1 i4 0t3 `� I �5 140 121 ii2 55.v` Q83 1 ti 1.29 1 ONS t tA U.1N &0 138 120 1N 55,5 085 1.13 1-3t 1 R85 1 1.4 0.18 1i 114 101 95 55 i 0.99 1 26 1 43 h�60 i C).d5 1 1.8 0?8 � ; L 15 115 101 92 29.8 C 7 D d5 1.03 hs+30 7 0 85 1 � 4 6 t9 � [Q 11S 98 9C 243 �7 0_9 1. 1 0.£+S 1 14 O.IB Minimum 25 111 36 86 24 8 0 7 0.94 1 72 1� f 55 1 t d 0 18 0.091in Zsid�ng 7116in 30 tit 94 �c6 29a 07 0.98 1.79 1 085 1 t4 0.13 HardieShingle shar.k X nads fhick OSB 35 105 93 85 29 3 0.73 t Oi 1.19 1 0 85 1 � 4 0.18 �ndividual � 0221in, ginches shealhm � � C�adding HD X 2 5 `� �Ci 707 91 84 29.8 0 7S 1 Od 1.22 1 0 85 7 1 4 0.19 trom buEt wmplying 45 S05 90 83 29.8 0.795 t066 1 245 t O.A5 7 9.4 0 tB Shingles �^-�°��9 �ga vnfh DOG siding raii PS2 5Q 103 69 83 24 8 0.81 1.09 1.27 1 0.85 1^, 4 0.19 55 t02 F38 82 248 083 1?t 1,29 1 0.85 1 1A 0.38 EO 101 88 81 .'�9A oa5 1�3 t3t � os5 t tq a7a 100 84 74 70 29.8 0.99 128 �.d3 `>50 1 0.85 1 18 019 , 0-15 125 174 103 779 0.7 085 1.03 ?+u� 1 085 1 1.4 Ot6 20 125 � 11� 101 3ze a.7 o s 1 oe i o.s5 i i a o�p Mir,mtum 25 125 108 99 37A 0.7 09A 1.72 9 O.d5 1 id 019 �� 2 siding 7156 in 30 125 106 97 3I8 07 498 '1.18 1 p65 i 14 01H HardieShir.gie shank X �ails Ihick OSB 35 123 10d 96 37.8 0.73 1.01 1.19 1 0.85 1 1.4 0.18 Individual 1f4 0221 in. g�nehes sheathin 7 Cladding MOX2.5 9 40 120 103 95 3�8 0're t.oa t22 1 0,85 1 1-d O13 Shingies in.fanc� from hutt complying 45 178 102 94 37.8 D.7&5 1.065 1.245 1 0.&5 7 1 4 0.1II edge with DOC- g sidngn�ii P � 2 0 117 700 93 3T.8 0.81 1.09 t.27 1 0&5 1 t.4 O.iB 55 11S t00 92 3L8 0.83 i.t1 12B 1 0.85 t i.4 OJ8 6a 114 99 92 37.8 0.85 1.13 1.31 1 tl.85 1 1.4 4.t8 100 94 83 78 J7.8 0.99 128 �.43 tv60 1 0.85 1 7.8 O.tB 0.75 144 136 118 4y.7 0,7 0.85 1.03 hs80 1 0,85 1'1.4 0,18 20 144 127 7 t6 49.7 0.7 0 9 t.06 1 O.BS 1 1,4 0.18 Minimum 25 144 f24 114 49.7 O.I o_94 1.12 1 085 t ta 0.18 0.091 in. 2 9idirtg 7/16 in. 30 144 421 112 49.7 0.� 0.98 7.18 1 0.85 5 t.4 0.18 HafdieShingle SAankX Asii9 thickOSB 35 141 120 110 a9.7 0.73 1.01 1J8 1 0.85 7 1.4 0.18 IndlVidual 1/4 0.221 in. 7 inches sheathing 6 40 138 118 109 39.7 0.76 1 D4 1.22 1 0.85 7 �.4 0. 18 Clatlding HD X 2 5 from buri com i in Shingles in,lO�y Py A 45 t36 117 108 4s,7 0-785 t.085 12a5 t o.98 1 7.a 0.18 sidt�nail ed9e �SO 50 134 115 107 49? 0.81 1.09 1.27 1 0.$B 1 1.4 0.18 55 132 114 106 44.7 0.83 1.11 1.29 1 0.85 1'1.4 0.18 60 130 113 105 q9.7 Q85 1.13 1.31 1 0.85 1 tA 0.18 100 108 98 90 49.7 0 89 1.26 1.43 h>60 1 0 86 1 1.8 6.1$ i,tmitaqpn$ df Use: 1) Fastener pulbut must be evaluated when instatled over sfeel studs or a species of wood studs o4her than that which was tested. Page s F' �rida Building Code Online Page 1 of 2 y y > � , � ° : �"z .,. „ L : , -� :� � ' t � � � �� ' � " �' ' ,i � �c� �£ . 5 ... �. 3� �. �y� 3,+ f � . � ,� } �� 3`:i A. .�. :.;` .� w , 7 '¢ _ ` � � '�:.;,' ��a ... .:.�r � !i;,� e.� ' � f �, � , . ��s,j, .�, � , . ��; � �: °�� .� � �:. ,,; �, v � ~ l. °= �. �. .:��Y��a::�' ;��# � r . z ..... ? . .�� ' � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search "�` Product Approval h�s> 8 '_� � = ;' � $ USER: Public User '� ? ; a • � + Product Approval Menu > Product or Application Search > Application List > Application Detail , �. , � FL # FL7091-R2 ' ' '`� Application Type Revision �i. . - ,. , �. Code Version 2007 Application Status Approved ;,z=`�. Comments ` z�;`:�<� Archived Product Manufacturer Masonite International Address/Phone/Emaii One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@ masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors � Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Nationai Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standa Year TAS 201 1994 TAS 202 1994 _ TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuildin� app dtl.asUx?naram=wGEVXOwtDavWniJRMYF.r7N�7CrniT,WuN 4/�9/�n�9 Florida Building Code Online Page � of 2 Product Approval Method Method 1 Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval 01/07/2009 Date Approved 02/03/2009 ;Summary of Products ---��_ ___.___.._�__. __ ___ -.. 1. FL # Model, Number or Name Description ? i 7091.1 Metal-edge Steel Door in Holiow 6'-8" Single Inswing or Outswing Door Unit � Metal Frame i Limits of Use Certification Agency Certificate ; Approved for use in HVHZ: Yes FL7091_R2_C_CAC_NI006591-R2.PDF ' Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date � i Impact Resistant: Yes 12/30/2010 Design Pressure: +80.0/-80.0 Installation Instructions � Other: Evaluated for use in locations adhering to the FV091_R2_II_FV091 6_8 Opaque Anchor pdf j Florida Building Code including the High Velocity Verified By: National Accreditation & Management { Hurricane Zone, and where pressure requirements as Institute, � determined by ASCE 7, do not exceed the design Created by Independent Third Party� ; pressures listed. 3'-0" x 6'-8" max nominal size. When Evaluation Reports i large missile impact resistance is required, hurricane Created by Independent Third Party: ; protective system is not required. See installation detail ; DWG-MA-FL0150-06 for additional information. Back Next DCA Administration Department of Community Affain Florida BWld/ng Code Online Codes and Standards 2555 Shumard Oak Boulevard Ta!lahassee, FJorida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Fbrida. All rights reserved. Couvriaht and_Disclaimer Product Approval Accepts: � � ihWEi�h � LiCrtad we�rrr� httt�•//txnu�u flnrirlah�iilriina nra/r►r/nr ann rltl acr�v�r�aram�z�(:FVX(l�z�tT1n��xlr�T TStl�ifVRr"7AT7'7(:r.;T \x7.TT-I n ��ar�nno NAMI N4TICE UF PRODUCT LINE ��^ . CERTIFICATI4N �� Certification No.: 1vI006591-R2 Page 1 ` Date: 06/14/2006 Revision Date: 12/18/2008 Certificatlon Program: Structurai Company: Masonite Intemational Code: M-703-1 The "Notice of Product Line Certification" is valid only when Administrakor's Seal is applied to the upper left hand portion of this form and a certification label is appGed to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at wwwNAMlCertificationcom. Please review, and advise NAMI immediately if data, as shown requires corrections. ` ` Company: Masonite Interna'tional Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Metal-Edge Imnact Rated Steel Door with Hollow Metal Steel Frame Test Report: NCTL-210-1915-1,2,&3 Sectton 1: General Description of the Products and 5ystems under this Certification 1.1 Frame: 3ambs and head constructed from 4-5i8" 18 gauge steel. Head/Jamb corners were mitered consh 1.2 Door Slab(s) Construct�on: Slab constructed from 0.017" thick steel ' skins. Top and bottom rail constructed from wood. Stiles of continuous roll-formed steel ernploying a high impact styrene thermal barrier. Interior cavity filled with rigid polyurethane. Section 2: Additional Su�portive Test or AccepEsnce Data Provided with Certification Documentation incIudedl: 2.1 Anchor Performance Cakulation Report-Per�ormed by Eric S. Nielsen, P.E (Florida P.E. No. 41323) 2.2 Surfsce Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. #15977-104313; �This infom�ation is provided as a conveniencc for consumecs, btdlding dcpertments and 'u►Spxrors and ia not considerod paft of this ceftifiption See additional Pages of Certification for Certified Product Line Matrix(s). 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F �,. ,,., Application Status Approved �,,��, , + Comments . �;. , �'• Archived � �a. � - r � '�°?�`��'�� 1 � Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency Nationai Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E1300 1998 ASTM E1300 2002 � TAS 201 1994 , .. �� ., • , , •, ,• , , ,., � r.,-,�,.,,. r ,.R, ,.r �.,,., ..... „ ..� , „-,,,,,,,, Florida $uilding Code Online Page 2 of 3 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2008 Date Validated 02/14/2008 Date Pending FBC Approval 02/15/2008 Date Approved 03/18/2008 Summary of Products FL # Model, Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agenry Certificate Approved for use in HVHZ: Yes FL8959 Ri C CAC NI008080-Ri.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-55.0 Installation instructions Other: Evaluated for use in locations adhering to the FL8959 Ri II Anchor Detail 68 ME Giazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.2 Metal-edge Steei Side-Hinged 6'-8" Impact Glazed O/S Single or pouble Door w/ or � Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R1 II Anchor Detaii 68 ME Glazed.adf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buiidings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959 3 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC N_I008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contrad Expiration Date � Impact Resistant: Yes _ L.F+... �/........, Fl,...:,7,.6.,,:1,7,.-,,..._,.�...,.�..... ,....... a.� ..,......�...,._,.....,_._.n��vn._.�r�..�rrrT._...,._.�T ovrr� nrrin:...,.c�..�n n�c�ln�n F]orida $uilding Code Online Page 3 of 3 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Ri II Anchor Detail 80 ME Glazed.pdf Florida Buildi�g Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional information. 8959.4 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Cert�cation Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 80 ME Glazed.pdf Fiorida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detaii DWG-MA-FL0176-08 for additional information. eack � Next � Department of Community Affairs F/orida Bulldfng Code Onllne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fiorida 3139 9-21 0 0 (850) 487-1824, Fax (850) 414-8436 OO 2000-2010 The State of Florida. All rightr reserved. 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"� � _ _ � � _ " 3 > _ _ > '_ _ _ _ _ - - �-^�zi� � � At € _ : ' _ �' . _ '- i4�' : 1 sF �a--_ __ � - - .- - ., -- __ �'�' ` BQS Home Log In User Registration Hot Topics Submi[ Surcharge Stats & Facts Pubtications FBC Staff BCIS Site Map Links Search ` __ _ , _;��.` °�� r � �# � �" Product Approval -';: a -� "'� � -- = �� USER. Public User � � �; �� -�_ z + ��' Product Approval M��nu > Product or ApplicaLOn Search > Application List > Application Detail '�'�?�-� ��?��:�a_ :; � ; �,;�: , ,w: FL # FL5444-R2 ; � ' ; ��,��"°', . . , '�"�`� �� Application Type Revision - _ a�'.. � �� '��. � � Code Version 2007 �:.< �'��`" , ��.� _�,�;;��_� - Application Status Approved �� ';� �� ,;�� ,�.. � Comments � ��a � � � - - �_,�� „k � � �� Arch+ved - � �A,_ � Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By lohn W. Knezevich, PE _ • Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trin'rtv ERD Certificaiton of Inde�endence pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 � a.....i � --------- n ----�---�--- --- ,., c. .,,-,t,�..-. ,-. . , . ......,-..,.. ... .,.,.�.. ,.._ _ _ .,.._....,. Flonda Building Code Online Page 2 of 2 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval O8/31/2009 Date Approved 10/13/2009 � _______._____.____ _____--._._._---- ------- - - ----- - ---- - - -- - - Summary of Products FL # Model, Number or Name Description � ° 5444.1 CertainTeed Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof � Shingles shingles � Limits of Use Installation Instructions � i Approved for use in HVHZ: No FL5444 R2 II er072709FINAL Asohalt � Approved for use outside HVHZ: Yes Shingie FL5444-R_2_,pdf � , Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 ': Design Pressure: N/A Created by Independent Third Party. Yes � � Other: Refer to ER Section 5 for Limits of Use Evaluation Reports { FL5444 R2_AE_er072709FINAL_Asphalt Shin le FL5444-R2. df �� Created by Independent Third Party� Yes� �� Baek iyext _ DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Ta!lahassee, Florida 32399-2100 (850) 987-18Z4, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. CoRyright and Disdaimer Product Approval Accepts: � � � � WHfl9q 1FR4pt�41 - � vertvr. 44...//.........17.,..:,.1.,L"'l.l""_ _"�L"'l._ _ 7.t n .rr.t.��.� � , . ��,..... — '__ _' _ _ EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAufhorization #9503 ..�..��_� �� 353 CHRISTIAN STREET, UNIT #13 � ��-a �= OXFORD, CT 06478 PHONE: (203) 262-9245 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-R2 1400 Union Meeting Road FL5444-R2 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCRIPTION CertainTeed Asphalt Roofing Shingles. LABELING Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluatian Report consists of pages 1 through 10. Prepared by: �,,,,�;��,«�..,,�— , ',�� i ..� ,� . p�P�'��r4 �; ��,•. : :. r �a-a?Ye 6 � • ' '% ai ; ,tr = = � ' : G^ The faaimile seal appearing was authorized ��=. . g -�„? :OF, ��'„ by Robert Nieminen, P.E. on 07/27/2009 = 0�., �, T�? � This does not serve as an eledronically signed ' .S` ... . � �Q•r :r �' c<' `� documen[. Signed, sealed hardcopies have been Robert J .M . Nieminen, P .E. �•', S3'�•' •"'8:' �'' pproval Administrator and �;�,�� U a�„p�� transmitted to the Product A Florida Registration 1Vo. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OFINDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity� ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. * t �'a '. _ .. .-_. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propertv Standard Year 1507.2.5 Physical Properties ASTM D3462 2004 1507.2.5, 1507 2.10 Wind Resistance ASTM D3161, Class F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2O05 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2.6 1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O05 3. REFERENCES: Enti Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 li/23/1999 UL (TST 1740) ASTM D3161 03CAl2702 05/27/2003 UL(TST 1740) ASTM D3161 03CAl2702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/2Z/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlilcate of Authorizat/on #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 30 °�� , - �. ", � �� 'i�.�: _,� �: 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle0, CT20'"', PatriotT"', XTT"' 25 and XTT"' 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House Shangle0, Centennia� SlateT"', Grand Manor Shangle0, Landmark (formerly Lankmark 30), LandmarkT"' Plus (formerly Landmark 40), Landmark`"' Premium (formerly LandmarkT"' S0), Landmark'"^ TL (formerly LandmarkT"' TL Ultimate) and Landmark'"' Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeT"' and Presidential Shake TLT"' (formerly Presidential Shake TL Ultimate'"') are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasT"' is a fiberglass reinforced, 4-tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingies may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buiidings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 9B-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate ofAuthorizadon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 3 of 10 _� �_��- G. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shali compiy with FBC 1507.2 / R905.2. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2 7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:12. 6.3.1 Classic Horizon Shangle0, CT20T"', PatriotT"', XTT"' 25, and XTT"' 30: L�W AN� STAIiE�ARD SLOPE STEEP 5lOPE EPiGtISN ' ' �' ! x• four ��.tils .m�l six spu�ti , �i .u��h:ilt r.�ulhi� i ruirnt= !„i rsr� � lull �(_:(i� ��l,:i i �"+ :�'? '--��, �" jt`� J:',r r. , --� >hii�s�o � Pi�x;e !/-i � L�� fi:tlt C«vGll"� ['t'i�li•III q[t t'SIII� 1>"i 11 I> �;s � i i'ii�' , , ; i _ ,T' � r.� �'(�� i1 i5 .rt��e�slill. t -�----�—,�'— '---- � ` .' � . , r�; : .»„�,.r - - - - -1 - - - - � - � �ET�� , � - - ,rr- � , -r'f � �i;i' _ .t y �' _�,; _�- . • ROOIIf�Q GBti1PRI _ •�-1 ?t �=ii+' ��d :"? " � _r• ; �. --- r— --- - _ �L' Fagtl;r� t!- J: 1,4° fortt :�n,+ds �xtr1 a tr 3C,�its � jrxcplXlld tz tn�,; t ul: .� �. �� .,/v •., �- �f,Ai'i7t)�k: Fsce;sis�� us:• ,?! rac. i�ent�}uE c.w � au�. tihm,ir: [o i?tister. , Ft�:are If-.i: ('�r�foarn�t�sfnrvtx:rl'ftrllshFn,�Ir 6.3.1.1 Hip & Ridge: Cut Shingles '';<�- ,�7�r5rin,ni} ;i�rTd`4) 1 � �,-��iipYt:_., ' ('' �� R �t ' r '_ j�—��_--i2"{'30�1'liii}`-� '\Fat`�. �° � �125 m�n) i - ` �. �_ ��,�c., — — — — — — — — — — — — � ' .� _� " �., .��`.,�,,��:, ��z, G�n:-r�� r '�-___ �_-_. '� �„{:, i;�i�. Car, ' ` 1c��n �=' `' tihit�yle S�iing:� 5h�n�,e � �� - �� ` ` v..r n��l ��d��;, Ftgurr� //-'l�i: C:ut laltc, t/Xm lrlr�e htrck tn nta�r �nf� sl�rfrEdee �� < � C>��` �� (EngUsfidrr�r�nsdrnusbounr). �,�<<,�- �' 1�tgnre t�-25: Irutaltallory af'�rths nlnrzg E� ut�.s anr( rtr�r;c. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Fiashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CertiAcate o/Author/zat/on #9503 FL5444-R2 Revision 2: 07/27/2009 Page 4 of 10 ��a�� '� �Ti�°��__. 6 3.2 Carriage House Shangle0, Centennial SlateT"' and Grand Manor ShangleOO : tOW AN� SIEEP SiOPE STANt?ARI3 Sl�}PE I,r cece» n:uls and thnr Zro1s n[;tsph:tfl ruaGnr � c�n��ii lr�r c•��r} tuU G,r:ind A1:uu,r 5tixn�l�• t sc iir�r ��ails :�nil thre�� :pot. �:( :i:�>i�il� t<c� li�e n;�ils tc,r :��t•rt htll Sh.i�ti�ls� ruuf ug ccuicm lur r�en full t:arria;;c ll:,us� 5t�:ui�;lz� and Cenlcani:il : �'----�-',�— �latc I�ipl} :IS7>h�lt m�rfiaig cemc��t i" {�? ntm) Irnm cd;�• rrl.Gi�tslc r�, ;-/- , t!'i rrrc !'-5) ,1.?halt r�x�finr cemcn� nic�ir�;� A,ti`T�1 I��'�(>'C� �c I1 ,; r �, k 1 � 3'%' � f ' / a . _ . i5 �a�,i�.[e�_ � ".` /// � � ` � �'��i � � �� " � �.�. n t-' I_ _ r- .. ,,, „ ;.�=�i' :-!�� . � - '� -,: r -, �.-� /. �,-: ° �4 t: � 4 : � '� ; �i`--: ._ � ,, ":!;i . _ ,,�,, �'�:�-� � �,� _ : �� -__ ,. .' ;'=�_ - . _�f - /�: '- . ,-� L �fs �_ � � �-- ;. r ' f --. . ,%;/ k f ,/� . d�i�!!r[ �'- � � SP �F,''i' IRtrl� `rif PI'(Zi'�' �ld�� t.t'i177f� �/dJi�if' �f:Jp( _ ` �/ . � • �. =. ` „ t �r t i't ✓ '<,>."� �1't �.:il"YXt��Pj��7Cll�'«?rU:��[' rii'!,P!?IP7Fillti�.1�:(IP T� � -# �-- - - - ' --� ° ' ------� --RoolingCemenl ---_- ft�roe!'.i. itlmn�n�l<,Rdrtg ;r�tud ik�n��r.�f�r?ngfr.cuu.�fcc/islnjx•.r. use seren �rr�il.�' erar! lbre<=.tfNr�s r;� �� pGrtT( iv,;,/ir.g rc�»teut 6.3.2.1 fiip & Ridge: Shangle0 Ridge � �g° Remove lape -- i �--__; Ex�csure �� he ri�ht s�de 3 ` ; � g� and fasten � �' � �EGOND Fas,en the�' E �� 1elt side �� RIGHT r �, s T _ i �, E , FIRST • LEFT Fr�trm !?-11• lustrrJlrrtiorr o,JJ'htrrrnle' Rtdge shiir�tes FY,qtrre 1'-15-� JG�r�t,�(e" Ritl,�e ar hl�is r�+rr! rictg�s. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. E�cterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 — _� . � ,��"^,,�� . 6.3 3 LandmarkT"' (formerly Lankmark 30), LandmarkT"' Plus (formerly Landmark 40), Landmark'" Premium (formerly Landmark 50), LandmarkT"' TL (formerly LandmarkT"' TL Ultimate) and Landmark"" Solaris: L04V dND STANUARD SIOPE METRIC [11MENSI4#�S i�i'r� I:' �+,_(�{''S ,ni:i) '-`-• (3Y5 r� aif s . (sf)S �_n�l ►i �" I I,"�r,��l f4.;,.if j,r,�.. (l �?�„•jn„ �_ I . -- -- °` .- - '-- i'l;:I�.t!)IF� -- J( , �_. f�,,�., - - �� -- , �� f ��%. � LAHQMARK TL fNGli5N DIMENSION� 13��'z i_; �.{'� � j� R3�3�vmj -� j:il(1fii:ni �' �34:tf�,'I) -� I� ' I� 1� � j-•--�(3[�i: r; �� ! - i 3J5 -ni�tj r {:i(!tr t:i.!�i .� '- I-- � {25 r?ia) ! 't:!s, :i�l�; ►� i + ��:, �i�� I i,_'��I's�i �) - . - .. _f - . - =�= - - i - = - � " - ry` 6 . - - -` - - - - — :�� . . �f/ �%� - - - - - —'- - . � //�: � f,i ' - •. � CE:. __ - r,i �f/, j � ,, i% �'i", y �'�% .-__�..-.---� J'u;:iir�;,; -r 1� J�iur �r:��. Hrfrre,i J�dt ,r��r;i'�- STEEP SL�PE ! ae gi� aails :txd Ini�r spnt5 0l na�ialyait cG�itr cerneitt fm' ete��' 6ill IaEni�cticd ::hingic : belo�c ;i,p6alt nmfing cep�ent sl�uultl meel :4ti'P11 U458u 11'�x il I�i��l�' I" spofs o(.�1ph.J! ronfin� rc�nnnt undcr c�cli comcr .�nd ai :ur��i�t t? I�a I �'- ra I�om cach cdg� NIETRIC DfMEN�IONS �� ._,.3..._l,lsla�__•..v_)� —�� {'1;i:, �� d (31, �rrs:; t305 ��;��) I r r-•-1 `i "r=F rn} � += � _ _ �".:�25 mm)-..+ �- T � H?Ip,ygg I�{k I N3�IAra.1 f__- _ _�------ --- � Fnr S��,p — _-- � �-� �� - ,� � . (�5 mm) �- - - {'LS mm} �_.- - -_ Rauting Ge+nenl -- n tAMDM#RX TL t:i$�:'_ .j.. 1:�° i3't?'--� ENtitISH�MENSIONS (343;r,m} . (3�OT�:��! (34Jmn') i f t2' — •-- E2' '..— 12° _ _�I . �* 1"(7.5:rnil ' 1°(2vmm} � � t345 r� , � {:;u5 mni} �3(15 m+n3 I i 1� � � < a r i � rn} 1"(25rom)-�' ..- 1..� 4+ tl __ � (25mm) - (25mm; i __, RooliipC�nent I"--f� 1�- (?5 mm) �-- _. _. ' (15 mn) figure 73-� Usa sLz nWis mrdfour sp�ots qf Roo�ing CemeM - asphd't mqJ?lrgcm�l an sdcepsbp�x Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/fcate ofAUthoNzatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 6 of 10 �� S^ __ _<' - '-, � - Y � 3 a � _ ! �,.! 6a.,.s 6.3.3.1 Hip & Ridge: Shadow RidgeT"' � `� \ . . �� Figure 13-16.• Slaadow Radge acc�ssory sbingles detacb easrly from tbree piec� units � make 72 individuad cnp pfeces. 12" 97�g�, (305mm) 250mm) 4 4 6" 6" (125mm� (125mm) (150mm} {150mm} t Notch for Notch for Centering Centering i 12" R� r 131/4" � / i } (305mm � � � (337mm) Notches for Alignment to 5 � Notches for Alignment to T, the Top Edge of the Previous 7�a the Top Edge of the Previous �i80mm) Capfor5$/S" (141mm) Exposure �196mm) Cap for 5" (125mm) Exposure � � English Dimension Metric Dimension � (30 m � Laying Notch I � �' � , � I �I I 5" ( 125mm � � I I EXP° � � II I � � I I � �-"C Fdgure 13-20: Use laying notcbes to center sbtngl�s on bips and ridges, and to locate tbe correct �xposure. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluatton Report 3532.09.05-R2 Certiflcate ofAuthorlsatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 7 of 10 ` � - a �§'- �T . i , , � 6.3,4 Presidential ShakeT'" and Presidential Shake TLT'": L4W AMR STANDARD SLOPE: STEEP �lqf'E: I vr 1v�4 :uid +ittnctaYd sf�E�es, ust• fitc nalls i'�il e.uh fUH YaYSidential Por �terp ;l ,�m;. u,� niftr n.uls to3' e;u•h iull Prr.i�€� �3ti.:1 . .w,l .hin�,;�� a� shr. n��l��c a��}tr 1' dl�uia�irr a� � .t�sf�l3adi r:,�71in� cc4u��ut i�n�Err ,.:� li �tun�lf• i.d� .�lftC :i(l�l��liiP, i 1731�� ill �?t�C.k'tt'fl f�iF fl:lt�ill� �tVld�e �lllt`5 ,ti!�`�i -{ Ild1E� 1 tJaiiiny �� 0 ---;� al�crcr C�L ci�R�utti rna�ii;;; ��rCda talr� n[�!ce�iein�, rda�it�r r� u:ui. t.;uide Li��rs (1016 mmi � 1:1' � (' 1:?? �tni) • • • • ia i;a t-11,2 ;lsSirri�} {362mm) • • _— • + t � — — — + — — — —�— • — — _ 1 1 iVOTE. Apply nails on painted guideline ��'� � 1 d�.m�eb�r e;ph;itl nn�lu��F �.rnr��itt 6Y��rrrF• !t,-�, Fi2�t�iing Prt�skG.7rti�rl mcrt 1srr:�fdr�afir�l 'IL �v.� �f� shr��;ies e�+ /nr. nrrAsl�utdnrcl sli�pes, Pt;, tre' 1�,- fi�slexiretg/rtaak7tttrti rttuil'rra!tk'rtltrtd !-! �"lxrk�r� sben{Pc�s an slrr/i .di�/xx. 6.3.4.1 Hip & Ridge: Presidential Accessory PRESIDfNTIAI AtCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (e�.pose no more than 7" from [he boUom edge of the "tooth." Fasten each accessory with two fas- teners. The fast�ners must be 1 long or longer, so they penetrat� either 3 /4" in[o the deck or completely through the deck. Presidenfial accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12", Portland, OR produces 9��s" x 1 j 1 �4" accessor}� Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufatturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CertJflcate ofAuthorizallon #9503 FL5444—R2 Revision 2: �7/27/2009 Page 8 of 10 --..,....�,._..�..._ .., _._...._... _.,..__.,...._ _.... w��.....�.�,.� - ��l��i �� .��v 6.3.5 HatterasT"': IOW, STANDARR ANn 4TfEP SLaPE: r � � °. - _,,., k (7,ttlr,�nj ,'Ji;r:��.) 1' i' - (�f'Z'�.,'n'1 (u1 r��:F�I _� � __ _� � ��I u'tl �7<.{ � {� f:i ) S_ fr{�t�r� 1 i- 3 / ^.lrxir(� )tnftY��ts �htr,�it•� �:r? r�..� �:m1.7![� Tor hm .�nd �Ean.Gu �l �I q�SC<, IIaP GiF II:III lur e•arti hdl It,11lCi;�:.�ltisl¢;lc:�- IKmn,dxrre y'-- `� --�� -y - -r -9 —r i il:�} m,nE) « i,; , � sn:.;i , (i+�j �:s�}� �13�) msay i —��---- � � � �., � � �iJS rat,-;� i.�Y r7:�' � —_� __ ____ -� � 9��' s��? 'iern � �i � : r '�• � � � , t ��-- ! Raofin� Cemeni - -- Fr,�tue !i t :�ir3k*urn�� fin7t�r6s,lh�uKli�<o�t S![�p,4r'o(�es For :teap stn�x•, u.o (i�e n:dls :�ml rin,Izt spols of aaplral� rf,rrGu, cc�ueut (rn rnrh tull ll;tticr,�s �f�inglC :t5 shotcn ahotr. :1{ap(y i' (f5mn�} �li:unek•i �p�N.o(innfingmu�cn� (:�.4TJi D�4jA6'i�Ex It Sus,gcsictll tincicr �:trh i:tt� t��rner PrcS+ Jiin,Ic i�etq pl,tcr; dn r�,I c�pox crmcn�. (:AI�i'lt)N: Itlo rnu�`h rnnling tCnti�nl c:ui r:ltrie +hingle: io hhsler 6.3.5.1 IHip & Ridge, Option 1: Hatteras Accessory Fasten b�,th �.idez i "�� i ` i i i � �.! r \ -� � � � � � � � � 1 2 3 \9,�_ � `� Figure IS-14.• 18 tbre� pfece �its separate to mnke 54 HatterasAcxessory sbdngles. _ Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Potyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate otAUthorizadon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 9 of 10 > � — y �� .3 i�. . Y 8 � �� . � s 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles � g „ (230 mm) I I I I I I I --- -- 18� -- ------ -- 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure IS-20: Cut Hattercu sbingles to �nnke coe�r c�ap. �astie� $'--��____ 18 (460 mm)�"''� �, (203 mtn) I` � _ � `� S�des N � �, � 931a � ��240 m Ft�gure 15-21: InstaJlation of caps alon� htps and q�id�s. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7 2 Wrappers of shingle bundles that have been qualified using FBC 1507.2,10 shall be labeled with the tested wind classification. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having ]urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847) 664-3281 - - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate ofAuthor/zatlon #9303 FL5444-R2 Revislon 2: 07/27/2009 Page 10 of 10 Florida Building Code Online Page 1 of 3 � . , , .. , �•. �,� :�. � „ , ., • ...y. ...�� ,;`�...;:�' .:� � a `°� . � ��, �. j p • • , " �•:3 ;i'� `��' ,.�: ��:�'ri�.".�`.,�� *: � i��$ ' &.:. ?n:: R. ��'y , ' ,> ",` .�a' :�� e .. _ *«f, �� "��. , ..�� £ ' s: <`��x ;c:€.�M�. � ` m'.�d�. wn,-�. .,.,. � w�a„a. "±��:-.� .. , ., .,, ..x�,. �'"":in,s�v' . .."'�::. . .^.,a�.-�' ..r. s ::; BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � Product Approval : � ' � ' USER: Pubiic User '�_ a �� .. x ;;_ „ Product Approval Menu > Product or Application Search > Application List > Application DeWil .. , � FL � FL11100 � - Application Type New , . Code Version 2007 Application Status Approved � Comments �x < Archived Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 (813) 248-3456 flvalidation@yahoo.com Authorized Signature Scott Brown flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11100_RO_COI_Letter of Certification.pdf Referenced Standard and Year (of Standard) Stan Year - Florida Building Code 2007 '�ttp ://www.floridabuildin�.or�/nr/pr ann dtl.asnx?uaram=wC'TF,VXnwtnnttaC'TSTn�C'Tvi�in(1�V19kVV5kv d/�4/�nn9 Florida Building Code Online Page 2 of 3 TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/17/2008 Date Validated 07/20/2008 Date Pending FBC Approval 07/24/2008 Date Approved 09/15/2008 ;Summary of Products ___._ _._ _ ___.__ __�____.___.�__ -------------_- - 3 ; FL # Model, Number or Name Description � 11100.1 1- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide Baffle for Shingles" Off Ridge Vent Attached to Wood Deck ; Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11100_RO_II_Standard Off Ridge Vent Detaiis FL ; Approved for use outside HVHZ: Yes 5219.1.pdf � Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 � Design Pressure: +N/A/-N/A Created by Independent Third Party: Yes : Other: This product shall not be installed on roof slopes Evaluation Reports � less than 4:12. This product shall not be installed on roof FL11100 RO AE 11100 1 Eval pdf ; mean heights greater than 33 feet. Refer to applicable Created by Independent Third Party: Yes i building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. Refer to Evaluation Report. I ': 11100 2 2- "Flat Top Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide - Baffle for Tile" Off Ridge Vent Attached to Wood Deck ? Limits of Use Installation Instructions � Approved for use in HVH2: No FL11100_RO_II_Flat Top off Ridge Details pdf � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes ' Design Pressure: N/A Evaluation Reports � Other: This product shall not be installed on roof slopes FL11100_RO AE_11100.2 Eval.pdf � less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable � building code for required ventilation. This product is not j approved for use in the High Velocity Hurricane Zone. � Refer to Evaluation Report. i � 11100.3 3- "Round Top Off Ridge Vent Minimum 26 Gauge Steel, Nominal 4', 6', 8', or SO' Wide ; 3 with Baffle for Tile" Off Ridge Vent Attached to Wood Deck � Limits of Use Installation Instructions : , Approved for use in HVHZ: No FL11100 RO II Round Top off Ridge Detaiis pdf � ; Approved for use outstde HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 ; Impact Resistant: N/A Created by Independent Third Party: Yes ' j Design Pressure: N/A Evaluation Reports � Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.3 Eval.pdf 3 less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes � mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not ! , approved for use in the High Velocity Hurricane Zone. ) ' Refer to Evaluation Report. i 11100.4 4- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide j � Permanent Baffle for Shingles" Off Ridge Vent Attached to Wood Deck ; , i http://www.floridabuildin�.ore/nr/nr ant� dtl.asnx?naram=wC"TFVXC1wtT)ntta(' ni�o��nno Florida Building Code Online Page 3 of 3 � Limits of Use Installation Instructions i Approved for use in HVH2: No FL11100 RO II Standard Off Ridge Vent Details.�df � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P E. 44923 � Impact Resistant: N/A Created by Independent Third Party: Yes � Design Pressure: N/A Evaluation Reports ; Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.4 Eva1•pdf � less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not ; approved for use in the High Velocity Hurricane Zone. Refer to Evaluation Report. Back Next DC Administration Department ol Community AHalrs Florlda Building Code Onllne Codes and Standa�ds 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: � eCteck VeHSfqn � sao�rra veRarr� � +�� 1ttp:��WWW .floridabuildin� .OT�UT/UT ann dtl.asnx?naram=wC'TFVX(lwtT�ntraC' ni��i�nnn Thomp,son Archl tect �ral Me tals Company Product Evaluation Report for Sfandard Off Ridge Vent with Baffle for Shingles Florida Product Approval # 11100.1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: 9B-72.070(1)(d) NON HVHZ Enqineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 ��,�t�s��i�►.,, �� f� �• E ' �• �' ��i y` ��Q.`�`'� � C E s F,l �� f .c' � . ,F► � t-- , " No.4M➢,� ( j ' r :� y , �_.__ �� '' �' -, � � �;��'{�.r�„�_�, * { �. _._% - - � r ` - � A • sTA�e o� : �, .' � . s..�r� ,'��E` A Z O R I� A ` :� ,,�� S j ' • . . . �t��'�� ,�� O Ni � �� s� 1 of 3 July 16, 2008 Product Manufacturer: Thompson Architectural Metals Company 5015 E Hillsborough Ave. Tampa, FL 33610 813-248-3456 Product Description: Standard off Ridge Vent with Baffle for Shingles. Vent Dimensions: 4'/<" Tall x 24" Wide x 4', 6', 8' or 10' Long Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1523.6.5.2.13. Documentation Supporting the Compliance Statement: The product has been tested by PRI Asphalt Technologies Project # LVTI-006-02-01 in accordance with: • TAS 100(A)-95 Test Procedure for Wind and Wind Driven Rain Resistance and/or Increased Wind Speed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Limitations and Conditions of use for NON HVHZ: Material Standards: 26 Ga. with a minimum yield strength 50 ksi. Material shafl comply with FBC, Section 1507.4.3 Minimum Roof Slope: Minimum Roof Slope 4:12 Roof Mean Height: Maximum roof inean height this product shall be installed is 33 feet. Substrate Description: Minimum 15/32" plywood. Must be designed in accordance w/ FBC Chapter 23. Vent to Wood Deck Fasteners: 11 Ga min 1-1/4" Corrosion Resistant, Annular Ring Shank Roofing Nails @ 6" O.C. Max Vent Installation: , ,��r�, i ♦`� � � C E ' �• �' ��i O �^ �`��:�� , C � M s � `� ,, �'v / : � : No. 4/9� / J. � ' �;%� ,., , *� .. �` �:-�`yE� `�/, �'.._. . '= ,�� (,�. {��,�.., . _�,% . �'d' STA1'EOr : � +`. �a'�' �'LORI�p' 2�'`",� .�t�s,� , �, �. �� ,,,, ��0+��►�� 2 of3 July 16, 2008 - Loosen shingle tabs adjacent to vent opening and remove any nails that might interfere with installation. Apply Tamko Roofing Products ASTM D 4586, Type I, Heavy Bodied Flashing Cement, or equal to the underside of the vent flange. Install vent flange beneath loosened shingles and align with deck opening. Attach flange to deck with naits through-fastened 1-1/2" from each end and 6" O.C. thereafter, and 1" from the outer flange edge. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. After adhering loosened shingles, install 26 gauge spoiler on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Fasten the baffle to the vent with (2) #10 self- drilling screws (Corrosion Resistant) in factory formed holes on both sides of vent. Install the vent system according to the manufacturer's installation instruction Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: . See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 , ,��►s��r,��. ♦�� N C E • �. i'� �i ; ��Q.Q'� � C � N s � �, �� . • t�cy ,",,, j( I ^ .�r . �• ;' +,�,{�i..�_r;. ��' / ( � 4�' ' „_ .. �� , f � '�' STATE OF �' •� • i � �. ♦ �'�°��; �L O R I � P` �``�`� �°'°"' ,�� GMAI ��,` ��r��ti►�� 3 of3 July 16, 2008 ��A�' ;� Thompson Architectural (800) 248-3456 m � �` � �_' Metals Fax (813) 247-4616 ''�' www gometalroofing.co»a OFF RIDGE ROOF VEIVT INSTALLATION � zg1 STANDARD OFF RIDGE VENT PREPARATION 4 i --- T Minimum 4112 pitch required. 1 �_ �> I,Z5� Cut out the off ridge opening in the roof sheathing as shown in Figure A. Size the opening in accordance with the correct cutting data models and locate the opening 6" minimum off the peak of eS -o-� -r TILE OFF RIDGE VENT the roof as shown in Figure B. For single vent j applications, install vent as close to the center of �-2�� f--- the roof length as possible. (nstall multiple vents in evenly spaced areas of the entire roof length. sTaN�aRO oFF R��E vEn1T Do not cut into trusses or rafters when cuttin �� ' �' �-- `��:;� - k "�r ` � g "61�E, �� ..::�;�'ree=;�E�� Cut:(3r�t = hole in the roof. = °_= - - '��" `_ - s �� H �,:." =°.�^� s�z� 4' 46.25 138 5.5" 46" x 3" 6' 70.25 210 5.5" 70" x 3" FITTING 8' 94.25 282 5.5" 94" x 3" Remove interfering shingle nails around the �o� iis.25 ssa s.s• �ie�� x s° perimeter of the opening. Sfide top anc+ side flanges of the vent up and under shingles. Allow the bottom TILE OFF RIDGE VENT vent flanges to lay on top of shingles. �"� "`` � `� '�� ° � _ -= �� " �_:� �;��;` ; ,_` ' ;: ;�iG;04t- �� .x'V.a- �+ ;� t:.ii �+L'.a:',�." _-' =_ °S�AIY�: . ' ' :� . ; -z! ; F' ar . 4' 45.25 138 8.5" 46" X 3" MOUNTING s� �0.25 2�o s.s° �a� X 3�� Care should be taken in keeping the vent properly $' sa.zs 2s2 s.5° sn° x s° aligned. Nail in place using 1-1/4" coating roofing io 118.25 354 s.s�� iis°X s° nails spaced approximately 6" - 12" on center and 1-112" from each end. Roofing cement should be c��-o�� applied to all shingle edges and nail heads to J s•M�nimum prevent water leakage. (n severe weather coastal �" Peak o� 7 �•�� , construction zones, caulking around entire �� /� perimeter, under vent flanges and near outer edges �e^se �t, � ,,,ItS`V�GQB'I��CI. / FlG. B ��1� � ,� �v��,....� O �� , / :rv4. ' ��E�s��'•� ; � .ti . � F . w * ' TAMC� � � }� � FIG. C � �� P�wida Building Code Table 1507.5.3/1508.4.3 � gack sl ot aoof . . . � � � � •� OMPSON �E TiJRAL METALS • 5015 E. Hlllsborough Avenue • Tampa, FI. 33610 •(813) 24&3456 • Fax (813) 24T-4616 •�� '••.•�• ,� .. � d� t � ss �Ol! 11 ��,`, •� �1U1 1 � 100R � Installation Method Thompson Architectural Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Vent Throat �,� �� id; —.L_ �— Vent 8ase Baffl Nornin� 5, 8', or 10' Length �' NOTE: Installation of baffle req�aired to meet TAS-100(A�95 test conditions. Roofer shatl oo�ry�lete insfallation of vent after shin�es are layed do�nm to edge of the veM base. The bafiie rests t�on the top s�face of shfngles and is fitted around the verrt throat bo allow fw an ap�x�aximatdy 2-1/2" de� opening. Installation is oomplete upon the baffle be�ng attached with "!W� #10 x min. penetrabon 3/4" seif-drillfng screws through �ch ftenge into ttte sides of the vent housing. TWO #1 t1 x rrwn. 3/4" self-driliing 6" screws on ead� side of the 2-1/2" spail� Clear Opening / —�� 17" �/� `,a � e j4�aer� t � .,��1C E E. ��. �� . . . . . � p �� Q` \ E N s � •.� � !. � �` T ; .�. .�� Nominal 4' 6', S', or 10` Length � : N o. 4 4 9 2 3 : : *' � • . 24" �� V 7 . . • . .� . � , • . : �w �'c� O R 1� • ��_�� •� pNAI. ti • Standard Off Ridge Vent with Baffle �„ oR ,,,,�•`;��;; G `� .�. �,lU� �� 0$ Installation Method (Continued) Thompson Architectural- Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Standard Off Rid e Vent with Baffle Size Length Height 4' 46.25 8.5" 6' 70.25 8.5" 8' 94.25 8.5" 10' 118.25 8.5" Ridge , Typical 6" O.G MAX 1.5" 6" 6�� 6° 6�� 6�� 6° 6�� 6" 1.5�� , , T -�- � �* � " o Sfandard C�f Podge Vent �vith Ba�(e O p O O O O O O O O O 0 �ggt{f!ldtd ,��, C � �, � �,+ �,. �. • • • • •, �r� Nails: 11 Ga, min. 1-1l4" Corrosion Resistant, ��";• �G � N�� '•� �,,�. Annular Ring Shank Roofing Nails „,c,, ; F•� Spacing: 6" O.C. MAX ar� 1" From Outer Edge Flange M :: N o. 4 4 ' Locate 1 1/2" From Each End w � _ � w� • • � = • '�"� �F . : /a'� �O}FlaMds ,,� . Q,: �li; �•o� Deck: Minimum 15/32" Wood ' G �� ""�� Plan View s, � :ss�4NALE;; e� ,, �JUI x'�'��06 r'orida Building Code Online Page 1 of 3 � .�.... - , .,. . �r� m:� � �, ,,� .;�; ,, -� °,�..-�= � �, ._ . , :. �� . �:;,. , ., .s '=� �;-' ��>;' �� a. _ , ' - ''?�.�' �„ !�'"�,�; - _ a Q � � N�';,:� Kf" , �,� . . . ., �.� " ;�,. � � •� , r � �� s..y M . z � �;, ' � � � ;� � � 'H �� ; � � ��. � ' >. . a• ;�� ,s3�� ; , t,. � § �•,�. . u �<t. ""�` ;';�a'�".��,.,: ,. , �,'� � .� '�:: < �#�s :� � ,�: .... ,. : �� ( ,. ,.z . . � ��.>.� M . �, ,. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ; F- � T � Product Approval ��;' USER: Public User �i . ; ' � �;:;. a.. � x ,: y ; A�� Product Approval Menu > Product or Application Search > Applica[ion List > Application Detail � ° . � FL # FL5823-R4 3 ,. ' '+°' Application Type Revision �. , <�.,, Code Version 2007 �,� Application Status Approved _ , Comments �3°-= Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Rafph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �` Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE > Validation Checklist - Hardcopy Received nttr�•//ww�w flnrirlahiiil�lin� nrn/r�r/r�r arr� .�tl 9env7r��r�im=cz�rTa��TYn .,,+T1.,.,1►,iaL'�..�n;ur «c:��i�7 ...,.�...._. n/��i�nnn Florida Building Code Online Page 2 of 3 Certificate of Independence FL5823_R4_COI_51Q484A (Eval Rep_SN-8100 Impact} pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.S.2-97 lgg� AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval O1/09/2009 Date Approved 02/03/2009 ___.. .._ _...._ _. _. __ _ _. _ ..-- - __. ._.. __. _...___.._. _.. _ �Summary of Products � - � FL # Model, Number or Name Description � 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions ' Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact}.pdf Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_05-1208_02.pdf � Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 0.1.pdf � Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 � Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes ; Evaluation Reports ' FL5823 R4 AE 510484A (Eval Rep SH-8100 ; j Impact).pdf ' � Created by Independent Third Party: Yes � 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Tmpact) � Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823_R4_II CWS-155A (SIi-8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_OS-1208_02.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Oi.odf 1 Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 j � Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes � Evaluation Reports ' FL5823 R4 AE 510484A (Eval Ren SH-8100 ' Impact�pdf Created by Inde endent Third Party: Yes ' � � 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8300 Vinyl Impact Single Hung w/ Heavy Duty FMR ' Duty ; Limits of Use Installation instructions � Approved for use in HVHZ: Yes FL5823 R4 II CWS-369 (SH-8100 Imoact 52x72_100 � Approved for use outside HVHZ: Yes DP).pdf - ? Impact Resistant: Yes FL5823_R4 II DuPon.t_SGP NOA_07-1116-04.pdf ; Design Pressure: +100/-100 FL5823_R4_II Mikron_NOA_06-1220_Oi.pdf � Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 ( � Created by Independent Third Party: Yes � httn://www_flnridahuilc�inu nrn/nr/nr anr� r�ti acr�x7»aram=ax�FVX(l�x�T1n�,Ai(�iT.'(�T?d;ilT ,-C;��I7�„,2..,., n��ni�nnn �lorida Building Code Online Page 3 of 3 � Evaluation Reports ' FL5823 R4 AE 510965 (Eval Rep SH-81_00 I_mpact 100 > ' D�.pdf Created by Independent Third Party• Yes ; 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. ; Limits of Use Installation Instructions � � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-295 (SH-8100 Impact 52x96).pdf ? I Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02.�df � Impact Resistant: Yes FL5823_R4_II_DuPont_SGP_NOA_07-1116-04.pdf Design Pressure: +67.5/-67.5 FL5823_R4_II_Mikron_NOA_06-1220_Oi.pdf Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 psf. Created by Independent Third Party: Yes j i Evaluation Reports � FL5823_R4_AE_510868 (Eval Rep_SH-8100 Impact ' � 52x96j_pdf � Created by Independent Third Party: Yes Back Next DCA Administration Department of Communlry Affalrs F/orida Bui/ding Code Online Codes and SWndards 2555 Shuma�d Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. Copyright and Disciaimer Vroduct Approval Accepts: � �' � � ShHb�pa d Ssa■nd o. �� YlP1FY� 1ttD ://www.floridabuildin�_or�/nr/nr ann cltl acnx9naram=wC''TFVX(hutTlnvMrlFF�vRdiT�T rCiFt7U7r�2r+�.. n i�oi�nno Z W p � u�i a < V � ^�' O � � n � � o �S O � � 2 � � y O _ �rc s � � �� o � � F a � u � _ �ri O W � �� LL � � ' f� � a � tA~ 'T� b � YO Q � � K (q � y � � W W � Z � � � � 1 �� l � � a � � g � < (�j F� F � J � � LL y� O = � � 2 p0 � W � ^ W f/l ` a �� F G - D F � � � �`7 =y�u O � � < � a <3 W � � � X J W �� Z � j 1- } M , `y 2 < g wm � �O � � � � , zi�i . � , � � Q �da � � � j o�� r , t Ij� O v � W {�y '� � �� LL W ; ' � �..: . . . 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Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ralph@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ° Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Fiorida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE � Validation Checklist - Hardcopy Received 1 ttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2bOIhBh1 PixnOR2S3G03... 4/29/2009 Florida Building Code Online Page 2 of 3 Certificate of Independence FL5859_R3_COI_510488A (Eval Rep_PW-8300 Impact) pdf Referenced Standard and Year (of Standard) Standard Year AAMA/ 101/I. S.2/A440-05 200 5 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/OS/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 iSummary of Products ��_�_— �._— _ _�_ _ __---___ _�_____.__� __--_..------ — FL # Model, Number or Name Description i 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. � � Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5859 R3 II CWS-159A (PW-8300 Impact�p � Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05-1208 Q2.�df � � Impact Resistant: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04 pdf Design Pressure: N/A FL5859_R3_II_Mikron NOA_06-1220_01 pdf � Other: Large Missile, 76" x 62", DP =+/- 67.5 psf Verified By: Roberto Lomas 62514 j(Impact w/heat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes I 48" x 72", DP =+/- 55 psf (Impact w/ annealed glass, Evaluation Reports � P�B) FL5859_R3_AE 510488A (Evai Rep_PW-8300 , Impact�pdf Created by Independent Third Party: Yes 5859.2 PW-8300 Vinyl Fixed PW-8300 Vinyl Fixed Impact Window. � Limits of Use installation Instructions Approved for use in HVHZ: Yes FL5859 R3 II CWS-337 (PW-8300 Impact 72x76)•�df � Approved for use outside HVHZ: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04.pdf ' Impact Resistant: Yes FL5859_R3_II_Mikron_NOA 06-1220_Ol.pdf i Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76", DP =+/- 67.5 psf Created by Independent Third Party: Yes �(Impact w/ heat strengthened glass, SGP). Evaluation Reports FL58..5.9_R3_AE_510870 (Eval Rep_PW-8300 Impact i 72x76Zpdf i Created by Independent Third Party: Yes ! Back Next pCA Administratlon Depsrbnent of Community Aflalrs F/oNda Buddlnp Code On//na Codes snd Sbndsrds 2555 Shumard Oak 8ou/evaM zttp://www.floridabuildins.or�/nr/nr ann dtl.aSnx?naram=wC'TF.VX(lwtl�nt% ai�o��nno Florida Building Code Online Page 3 of 3 Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 Z000-2005 The State of Florida. All rights reserved. Coov_right and Disclaimer Product Approval Accepts: � �:Fazk V�N$�qn • SOiYl�d A►MW' YERffY� zttp://www.floridabuildin�.org/pr/pr app dtl.asnx?naram=wGEVX(�wtl�ot% ai�oi�nna _ N F g � V � � � t �� 3 �Z � N � LL �^` . � o �� W N a� �.. c� �� F �, am w 0 2 Z Q 5�� o �� c o� i � o � � a y s�� W � �� LL W w m f7 � �� W 'y � ~ �� L7 U �� W d 4 �� Z � 2 O d !�- � 1� 2 W W � ? 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'� •` � �_':-. �� a�#� �'�: �4 '� F� •�•� �♦��•� { �� 7� W � O � �/�� i• •��' � �� ' � � ��• F . � �� •' • � Q �� it.:�� . � � �.�. �� t o � ��.�.� � • ' � �' � • ' � ♦• � � � � � �: ��' iy �•• ♦ � m � � Q � � � M � � . � � �t � � � � �: G � �� O ~ 3 � �> �•�� • � �� ,• � n � ; � . i � 6 � .. � ��I w � 5 � LL � ; ' � � � � O � � �� '� � � + y xSQ � W Y IW� r � � "i . . �� k•.. �N �� yy,. ^ y �� j ` :J ..`�71.'�// I 6 � '. � �y� y�.41 � /' � � • J,J `y` '✓ � -�+, • t) O '\ll, � 6 ' 3 r �J�` ,�� r J `� J y ,.,� g ,�,, ° .s � \ a `_ �:�' xl pv,i� i.Qi R :� �. �<< � y • ? �, � ��" � •�• Z � LL' � •� 31¢ ' 'w a u� � � y 2 � � � -; . � .. �.. O � J . . � � �� Y �� , � � ro ��n .. m � �� %f,. � � . , nm J � �� ' ��V �'w� ' � �� , ,4 �� _ �� N y � � �� ' �� -� �� s�� N� a� "�i �� -� ^ � �� , �� -� � �t � � � � r Q c � � W � � f j•'•f • y r•V• y i' � �� W �� _ �� m �� FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit 61 Builder Name: }�fST � rl � d� LU R�j (.<!� �J Street: Permit Office: ZEPHYRHILLS � City, State, Zip ZEPHYRHILIS , FL , Permit Number. i Z� � Owner: Jurisdiction: 61 �600 Design Location: FL, Lakeland 1 New construction or existing New (From Pians) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b. N/A R= ft� 3 Number of units, if multiple family 1 c. N!A R= ft� 4 Number of Bedrooms 2 d. N/A R= �2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6 Conditioned floor area (ft') 935 a. Under Attic (Vented) R=30.0 935.00 k' b. N/A R= ft' 7. Windows Description Area c. N/A R= ftz a. U-Factor• Sgl, U=0.30 75.00 ftz SHGC. SHGC=0.28 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ftz SHGC. 12. Cooiing systems a U-Factor: N/A ftZ a. Central Unit Cap� 24.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N!A ft 13. Heating systems SHGC: a. Elect�c Heat Pump Cap: 24.0 kBtu/hr e. U-Factor• N/A ft' HSPF 8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft' EF� 0.93 b. N/A R= ft' b. Conservation features c. N/A R= ft' None �+ 15. Credits CF, Pstat �� FAEL �/ �" c�l As-Built Modified Loads: 25.83 Glass/Floor Area: ` Q!� t�"��,�.�� IS► i� PASS `� �, �,. .�� O �� Total Baseline Loads: 33.75 . � . � r I hereby certify th3't the �an�ld ��tiorig cove�d by Review of the plans and �'IHE s?'AT this calculation afe ir�copipliance the Ftonda'�ne specifications covered by this ti� , _-,�0,�, Code. � '� � STA E OF � � � calculation indicates compliance ��r,, �' = �' �� ' � � �,� �. . �L/ � !r rrup� :,+'!+;.�� ` �O � 0 .. � � � � with the Florida Energy Code. ��•�., •:;;:=>ti�'��„ PREPARED BY: %'�` � �� . Before construction is completed � h �'- � a DATE. � �� _ this building will be inspected for � ��'� a �i� fV`A �� compliance with Section 553.908 , ' � 1 �� Florida Statutes. I hereby certify that this b din ,�Idd �f�r�ed, is in compliance � y''t with the Florida Energy Code. D WE"L'�� OWNER/AGENT: BUILDING OFFI L: _. DATE. __ DATE: 8/1212010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Titie 2010-090 - Fort King Unit B1 Bedrooms 2 Adress Type' Street Address Building Type: FLAsBuilt Conditioned Area 935 Lot # Owner• Totai Stories. 1 SubDivision. # of Units. 1 Worst Case: Yes PlatBook: Buiider Name. Rotate Angle: 315 Street: Permit Office. ZEPHYRHILLS Cross Ventilation. No County PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type. Multi-family F� � New/Existi�g: New (From Plans) Comment: C�IMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp � Design Locatio� TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range Fl, Lakeland FL_LAKELAND_LINDER 2 34 92 75 70 973 48 Medium ROOF / Roof Gable Roof Solar Deck � # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ft� 0 ft Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft� N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ft' 0.11 Wood WALLS Cavity Sheathing Framing 5olar �_ # Omt AdjacentTo WaliType _ R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 292.67 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 68 ft' 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 S Insulated None 0 460000 21.01049 8/12l2010 11.39 AM EnergyGauge� USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case � Overhang # Ornt Fra P anes NFRC U-Factor SHGC Storms Area Depth S eparati on Int Shade Scr eening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ftz 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ftz 6 ft 0 in t ft 0 in HERS 2006 None INFILTRATION 8� VENTING / ---- Forced Ventilation ---- Run Time Fan � Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 883 7 08 48.5 91.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Effi Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 HEATING SYSTEM # System Type Subtype E fficiency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservatlon 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Coliector Model # Area Volume FEF None None ft' DUCTS � ---- Supply --- --- Retum ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft' Interior 0 ft Default Leakage Interior (Default) (Default) % 8l12/2010 11.39 AM EnergyGaugec� USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans. Coolin [X Jan X Feb X Mar [X Apr rX1 Ma [X Jun (X] Jul fX Au X� Sep [X Oct Nov Dec Heatin9 [X� Jan f X� Feb EX� Mar E X� APr rXl May [X� Jun [X] Jul [X� Au9 EX] Sep [X� Oci X� Nov X Dec Ventin [X Jan [X Feb [X Mar X A r [X] Ma [X Jun [XJ Jul [X Au [X] Sep [X Oct X] Nov Dec Thermostat Schedule• HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 - 78 80 80 6Q 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 6& 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKL{ST COMPONENTS SECTION REGIUIREMENTS FOR EACH PRACTICE _____ __. I CHECK Exterior Windows & Doors ' N1106.AB 1.1 Maximum: .3 cfm/sq.ft. wi ndow area, .5 cfm/sq.ft. door are _ Exterior & Adjacent Walls I N1106.A6 1.2.1 Caulk, gasket, weatherstrip o� seal between: windows/doors 8� frames, surrounding wall; foundation 8� wall sole or sill plate; joints I between exterior wall panels at corners; utility penetrations; � between wall panels & top/bottom plates; between walls and floor ; EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the i _�_ to late. _,_ Floors ' N1106.AB 1.22 j Penetrations/openings > 1/8" sealed unless backed by truss or I joint members. EXCEPTION: Frame floors where a continuous infiltration barrier � is installed that is sealed to the erimeter, enetrations and seams. Ceilings ,' N1106.AB 1.2.3 Between walls 8� ceilings; penetrations of ceiling plane to top floor; � around shafts, chases, soffits, chimneys, cabinets sealed to � continuous air barrier; gaps in gyp board & top plate; attic access. � EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. _ __ Recessed Lighting Fixtures ' N1106.A6 12.4 � Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance 8� 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N 1106.A6 1.2.5 Air barrier on perimeter of floor cavity between floors. � Additional Infiltration reqts i N1106.A6 1.3 �Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. � OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS � SECTION ; REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with e�ciency requirements in Table N112.ABC 3 Switch i ' or clearly marked circuit breaker (electric) or cutoff (gas) must be _� provided. External or built-in heat trap required. ___ ___ Swimming Pools & Spas N1112.AB.2.3 ( Spas & heated pools must have covers (except solar heated). ' Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78% __ Heat ump pool heaters shall have a minimum COP of 4 0 _ __� Shower heads � N1112.AB.2.4 Water flow must be restricted to no more than 2.5 galtons per —� � minute at 80 PSIG. _ Air Distribution Systems ! N1110.A6 I All ducts, fittings, mechanical equipment and plenum chambers ' shall be mechanically attached, sealed, insulated and installed in I accordance with the criteria of Section N1110.A6 � � Ducts in unconditioned attics: R-6 min. insulation I HVAC Controls I N1107.A6.2 i Separate readily accessible manual or automatic thermostat for each system. � Insulation N1104.A6 1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both N1102.6.1 1 sides. Common ceiling & floors R-11. 8/12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DfSPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ft� b. N/A R= ft 3. Number of units, if multiple famiiy 1 c. N/A R= ft' 4 Number of Bedrooms 2 d. N/A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 935 a. Under Attic (Vented) R=30.0 935.00 ft= b. N/A R= ft' 7 Windows'" Description Area c. N/A R= ftz a. U-Factor• Sgl, U=0.30 75.00 ftZ SHGC. SHGC=0.28 11 Ducts b. U-Factor: NIA ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft= SHGC. 12. Cooling systems c. U-Factor: N/A ftz a. Ce�tral Unit Cap: 24.0 kBtulhr SHGC' SEER: 14 d. U-Factor: N/A ft 13. Heating systems SHGC. a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor N/A ft HSPF 8.2 SHGC: 14 Hot water systems 8. Fioor Types Insulation Area a. Electric Cap: 40 gailons a. N!A R= ft� EF: 0.93 b. N/A R= ft' b. Conservation features c. N!A R= ft' None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �T� gr9r Construction through the above energy saving features which will be installed (or exceeded) ti ,� ;� in this home before final inspection. Otherwise, a new EPL Display Card will be completed y �', ; ° '� =_�. �, based on installed Code compliant features. �• ��=:.�w�-. :-:€;�.•°::;•�" � .��-_n � Builder Signature: Date: � �;i > -- -- -- •'.,,,� ' �'t Address of New Home: City/FL Zip: r�. b-; �, .�,,,�,�'�c; -- CpTj°�.Yq�� '`Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of ce�tified Raters. For information about Florida's Energy E�ciency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "'`Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section 62 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-81 Project Name: 2010-090 - FoR King Apts 08/16/2010 Pre red b• SGM En incerin 11 •19AM Air System Information Air System Name __. ... ._. _ AHU-B1 Number of zones __. _. ._ _._. 1 Equipment Class _... _. SPLT AHU Floor Area ... .__. _. 907.0 ft� ... _- - Air System Type _.._. ....__._ _ ... _. ._ SZCAV Location __. ... ._. _. Tampa, Florida Sizing Calculstlon Information Zone and Space Sizing Method: Zone CFM .. ._.._. ... Sum of space airflow rates Calculation Months ..... ........ ... ...... .. ...... ..Jan to Dec Space CFM ..___. Individual peak space loada Sizing Data __. Calculated ._. _.... .... CeMral Cooling Coii Sizing Data Totai coil load -. -_- -.-- .-___ -_.-. _ ----. ._. 1.8 Tons Load occurs at -.-- --- _--. _- Jun 2300 Total Coil load _.-_-._ __._. -- -.--...21.2 MBH OA DB J WB ..... .-.--_. ....... .._ 79.5 ! 73.4 °F - - - �-- ... ..-- --� - Sensible coil load _.__ ._.. ._ _. __. 18.7 MBH Entering DB / WB _. ._ _.._ _. ._73.2 / 62.4 °F -- Coil CFM at Jun 2300 ... ......... ._.. _. _. _. 1020 CFM leaving DB / WB .--.-. .-.-- __- 58.3 ! 55.2 °F .. - -- - Ma�c block CFM --- .--------. --- _. 1020 CFM Coil ADP -- ----- _..._. .---- .--- ---. 54.4 °F Sum of peak zone CFM .. ..... .......__._. ._. ._. _ 1020 CFM Bypass Factor _. _. 0.100 --...._. - - - Sensible heat ratio _._--- .-. --- ---- ------ -_--- 0.880 Resulting RH -----.-.---. .-.-._ --.-- 55 % _ - -� �- -- - - -- - ft�Ifon .. .------ . ... ......... .............- - --- 513.1 Design supply temp. ......... _ 55.0 °F - --�---- BTU/(hr-ft') .-_ .. .... ..... ... ..... ... ._-_ _._. ._. 23.4 2one T-stat Check .-- .-- ...1 of 1 OK - -_... - .. Water flow � 10.0 °F rise .____. ._. __ WA Max zone temperature deviation .. _. __ 0.0 °F Central Heating Co(1 Sizing Data Max coil load ___.. ... .----- 11.4 MBH Load occurs at ----- ------- ------ ------ Apr 0600 - - - . .... ... . Coil CFM at Apr 0600 .._._--- .----. .---_...._... .-- --._. 1020 CFM BTU/(hr-it� .---. ...--.--... ... .- ----------- --------------- -__.--------- ..12.6 Max coil CFM -- ...-----...._.... _._.._. ._ -.---.- .----1020 CFM Ent. DB / Lvg DB _. ._. ._..--- 58.1 / 66.5 °F - - --- - Water flow � 20.0 °F drop --_..... ----_._...._...-- ------ WA Supply Fan Sizing Data Actual max CFM ........ .... . .._._ 1020 CFM Fan motor BHP _._.._. .___.__.. ._.____. _. _. 0.12 BHP - - - Standard CFM ..-..-�----- ---�----�� . . ....... ..... ...... 1019 CFM Fan motor kW -�---... -------� -�---- - - -�-- -- _._. ...... 0.09 kW Actual max CFMlft --- 1.12 CFAA/ft� Fan static ----- ----... .--. -------- --_........--- -- ------- 0.40 in wg - -- Outdoor Ventilation Air Data Design airtlow CFM .-. --- --... ....-.----_....---..... 0 CFM CFM/person -.--. ...---------- ------ ------- - 0.00 CFMVperson --.......-- --- --- CFM/ttz ---... .._- - - �-- - -- - - --- -�-� �-- - - 0.00 CFMNiz Hourly Anatysis Program v 4 4 Page 1 of 1 Air System Design Load Summary for AHU-B1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b: SGM En ineerin 11:19AM DESIGN COOLING DESIGN HEATING COOIING DATA AT Jun 2300 HEATiNG DATA AT DES HTG COOLING OA DB / WB 79.5 °F / 73.4 °F HEATING OA DB! WB 36.0 °F /30.3 °F Sensible Lffient Seneible latent ZONE LOADS oecaus �BTUmr� �Bivmr� necaus �eTUmr� �erumr� Window & Skyli ht Solar Loads 90 ftz 1030 gp ft� Wali Transmission 463 ftz 611 - 483 ftz tpgt Roof Transmission 907 ftz 387 907 ft� 906 - Window Transmission 90 ft' gg6 gp nz 3�g Skyli Transmission 0 ft� 0 0 ftz 0 Door Loads 21 ftz 58 21 ft� 214 - Floor Transmission 0 ftz 0 - 0 ft 0 Partitions 0 ft 0 0 ftz 0 Ceilin 0 itz 0 0 ftz 0 - Overhead Li htin 1469 W 5013 0 0 - Task Lighting 0 W 0 0 0 Electric Equi ment 0 W 0 0 0 Pe�P 3 735 815 0 0 0 Infikration 487 1935 2218 0 Miscellaneous 0 0 0 0 Safe Factor 0% / 0°k 0 0 0% 0 0 » Total Zone Loads 9218 2550 77g7 p Zone Conditionin 9394 2550 - 734p 0 Plenum Wall Load Oqa 0 - 0 0 Plenum Roof Load 0% 0 0 0 Plenum Li tin Load p�/, p p p _ Retum Fan Load 1020 CFM 0 1020 CFM 0 Ventilation l.oad 0 CFM 0 0 0 CFM 0 0 S I Fan Load 1020 CFM 302 - 1020 CFM -302 S ce Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 0% 0 0% 0 >a Total 8 sm Loads 9696 2550 7p3g p Central Coolin Coil - 18660 2552 0 0 Central Heating Coil - _gggg �� » Total Conditloning 9696 2552 7038 0 K� PosRlva values ara clg loads Posklw values ara htg loads Negative values are ht loada ivo values are cl loads Hourly Analysis Program v.4 4 Page 1 ot 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential PerFormance Method A Project Name: 2010-090 - Fort King - Unit 63 Builder Name. t r��r+ �� 1G�+'14 (-�h� Street: Permit Office ZEPHYRHILLS �� City, State, Zip� ZEPHYRHILLS FL , " _ Permit Number / ��'7 Owner Jurisdiction. 611600 _ Design Location. Fl, Tampa 1 New construction or existing New (From Pians} 9 Wall Types tnsulation Area 2. 5ingle fam�ly or multiple family tiluiti-family a. �rame - Wood, Exterior R=13 0 603 33 ft� b. NIA R= ft 3. Number of units, if multiple family � c. N/A R= ftz 4 Number of Bedrooms 2 d. N/A R= ft 5. Is this a worst ease? Yes 10 Ceiling Types lnsulation Area 6. Conditioned floor area (ft�) g85 - a. U�der Attic (Vented) R=30 0 985 00 ft b. N/A R= �fit= 7 Windows Description Area c. N/A - R= ftZ a. U-Factor Sgl, U=0 30 90.00 ft SHGC. SHGC=0.28 11 Ducts b. U-Factor• N1A ft2 a. Sup Attic Ret: Interior AH: Interior Sup R= 6, 235 ft' SHGC _ 12. Cooling systems c. U-Factor� - N/A ftz a. Central Unit Cap 24 0 kBtu/hr SHGC - SEER: 14 d. U-Factor• N/A ft' 13. Heating systems SHGC _ a. Electric Heat Pump Cap 24 0 kBtu/hr e. U-Factor N/A �2 HSPF 8.2 SHGC 14. Hot water systems 8. Floor Types Insulation Area a. �lectric Cap 40 gallons a. N/A R= ft� EF 0.93 b. N!A R= ft� b. Conservation features c. N/A R= hZ None 15. Credits CF, Pstat Glass/Floor Area: 0.091 �� }lj� Built Modified Loads: 27.25 PASS `�� FpEL L/ �tal B�seline Loads: 34.91 ��` p � ; •'• ENS '. . I hereby certify that the p�ns�r�d s i��t��cov��d b�y' Review of the plans and �THE ST,� this calculation are in ccr►plian$e t�A Eri�rg �_ specifications covered by this � O ! ' ` �p� ci�r► Code � � � � � � � calculation indicates,compliance ;��;.,, w i�= •�+�„ : 'O : TAT �F ? � � with the Florida Energy Code � ��.,- � ••.� �� ._. - = p �+ ' :� w '' Befare construction is com feted � a`=,�� d PREPARED BY: _� '�'� 'P p ,�,�,,,,,, DATE � •_. _ � this building will be inspected for v� � f� � S �� `�� compliance with Section 553.908 �;� � • � � ` 3 I hereby certify that this bui ng, �,��.�i�';' i� q1�mpliance Flonda Statutes. �,�-- �� ///1/1 �` with the Florida Energy C e ' OTj �� i OWNER/AGENT: BUILDING OFF IA • DATE: - --- --- - DATE: - -- -- -- 8l12/2010 1•55 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Titie 2010-090 - Fort King - Unfi B3 Bedrooms: 2 Adress Type Street Address Buifding Type FIAsBudt Conditioned Area: 985 Lot # Owner• Totat Stones: 1 SubDiws�on. # of Units� 1 Worst Case. Yes PlatBook. Builder Name. Rotate Angle_ 315 Street: Permit O�ce ZEPHYRHI�LS Cross Ventilation. No County PASCO Jurisdiction. 6116Q0 Whoie House Fan. No Ciry, State, Zip . ZEPNYRHILLS , Family Type Multi-family FL NewlExisting� New (From Plans) Comment: CLIMATE � IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range ' FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF " : � Roof Gable Roaf Solar Deck # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ftz 0 ft Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft� N N CEILING # Ceiling Type R-Value Area Fr aming Frac Tr uss T 1 Under Attic (Vented) 30 985 ftZ 0 11 � LVood WALLS � � / Cavity Sheathing Framing Solar �/ # Omt Adjacent To Watl Type R-Value Area R-Value Fraction Absor 1 W Extenor Frame - Wood 13 242.67 ft 0 23 0 75 2 S Exterior Frame - Wood 13 292.67 ft 0.23 0 75 ' 3 E Exterior Frame - Wood 13 68 ft� - 0.23 0 75 DOORS # Omt Do Type Storms U- Value Area 1 S Insulated None 0 460000 21 01049 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation -> chan ed to Worst Case " - -- -- — - Overhan9 -- — - - # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S=>SE T{M Low-E Single Yes 0 3 028 N 75 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Sing{e Yes 0 3 028 N 15 ft 6 ft 0 in t ft 0 in NERS 2006 None INFILTRATION 8� VENTING � - --- Forced Ventitation --- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Suppiy CFM Exhaust CFM Fraction Watts Default 0 00036 930 7.08 51 1 96 0 0 cfm 0 cfm 0 0 COOLING SYSTEM # S ystem Type Subty _ Effic Capacity Air Fl SHR Du 1 Central Unit None SEER: 14 24 k6tu/hr 720 cfm 0 75 sys#1 - HEATiNG SYSTEM # System Type Subtyp Effici Capacity D ucts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use _ SetPnt ___Conservation _ 1 Electric 0 93 40 gal 50 gal 120 deg - None SOLAR HOT WATER SYSTEM FSEC Coliector Storage Cert # Company Name System Model # Coilector Model # Area Volume FEF None None ft� DUCTS / -- Supply ---- --- Retum ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft Interior 0 ftz Detault Leakage Interior (Default) (Default) °io 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thertnostat Y Ceiiing Fans Coohng X Jan X Feb [Xj Mar (X r [X] Ma [X Jun [X Jul (X Au [X Se [X Oct [X Nov (X) Der, Heating EX� Jan f X� Feb EX] Mar [X� Apr [X] May [X� Jun [X� Jul [X� Aug [X� Sep [X� Oct (X� Nov (X} Dec Venting [X] Jan [X Feb X] Mar [X Apr [X} May [k Jur� [X Jui [X Aug �X Sep [X Oct [X Nov [XJ Dec Thermostat Schedute: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 SO PM 80 80 78 78 78 78 - 78 78 78 78 78 78 Coolmg (WEN} AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 &6 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8112l2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS _ PERMIT #� ZEPNYRNILLS, FL, INFILTRATIQN REDUCTION COMPL{ANCE CHECKLIST - CO MPO N ENTS S ECTION R EQUIREMENTS FOR EAC PRACTICE __ ___ _ __ CHECK Exterior Windows & Doors � N1106.A6.1_1 � Maximum. .3 cfm/scLft. window area, 5 cfm/sq ft. door area. __ � _ Exterior & Adjacent Walls N1106.A6 1.2.1 Caulk, gasket, weatherstrip or seal between. windows/doors � � frames, surrounding wall; foundation & wall sole or sill plate, joints ; I � between exterior wall panels at corners, utility penetrations; ' between wall panels & top/bottom plates, between walls and floor I EXCEPTION Frame walfs where a continuous infiltration barrier is � installed that extends from, and is sealed to, the foundation to the ----_-- � top plate. __ - T Floors � N1106.A6.1.2.2 Penetrations/openings > 118" sealed unless backed by truss or � i joint members. I , EXCEPTION� Frame flo.ors where a continuous infiltration barrier � is installed that is sealed to the perimeter,penetrations and seams. Ceilings - ' N1106.A6 1.2.3 Between walls 8� ceilings, penetrations of ceiling plane to top floor around shafts, chases, soffits, chimneys, cabinets sealed to � continuous air"barrier; gaps in gyp board & top plate, attic access. � _ EXCEPTION Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and - - - -- seams. _�_ Recessed Lighting Fixtures 'I N1 i06.AB.1.2.4 � Type IC rated with no penetrations, sealed; or Type fC or non-IC i , rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, __ I tested. --- ---- }---- - -- ---- -- — ---- - - Multi-story Houses ___ _ N1106.AB.1.2.5 _ Air barrier on_perimeter of floor cavi between floors ___ i - -t- - ----- � Additional Infiltration reqts � N1106.AB.1 3 Exhaust fans vented to autdoors, dampers; combustion space � heaters comply with NFPA, have corrtbustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS �SECTION _____ _ REQUfREMENTS _ _ _ _ ___ CHECK Water Heaters N1112.A6.3 Comply with efficiency requirements in Table N112.ABC 3 Switch -- �, or clearly marked circuit breaker (elec#ric) or cutoff (gas) must be � provided Extetnal or built-in heat trap required _ Swimming Pools & Spas � N1112.A6.2.3 Spas 8� heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer Gas spa 8� pool i heaters must have a minimum thermal e�ciency of 78% Heat um ool heaters shall have a minimum COP of 4 0 Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons pe� � __ � minute at 80 PSIG. Air Distribution Systems � N1110.AB � All ducts, fittings, mechanical equipment and plenum chambers � shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB ____' ___ Ducts in un conditioned attics. R-6 min. insulation ___ I I HVAC Controls �I N1107.AB.2 I Separate readily accessible manual or automatic thermostat for � Leach system. Insulation N1104.A6.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both � I , N1102.B.1.1 sides. Common ceiling & floors R-11. � 8/12/2010 1•55 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 - The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans} 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b. N!A R= ft' 3. Number of units, if mul'ipie family 1 c. N/A R= ft� 4 Number of Bedrooms 2 d. N!A R= ftj 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area fft�) gg5 a. Under Attic (Vented) R=30 0 985.00 ftz - b. N/A R= ft� 7 Windows" Descnption Area- c. N/A R= ftZ a. U-Factor� Sgl, U=0 30 90.00 ft� SHGC SHGC=0.28 11 Ducts b U-Factor• N/A _{�= a. Sup. Attic Ret: interior AN Interior Sup R= 6, 235 ftz SHGC: - 12. Cooling systems c. U-Factor• N/A ft= a. Central Unit Cap 24 0 kBtulhr SHGC: SEER: 14 d. U-Factor• N/A ft' 13. Heating systems SHGC a. Electric Heat Pump Cap� 24A kBtu/hr e U-Factor N/A ft' HSPF 8.2 SHGC 14. Hot water systems 8. Floor Types Insuiation Area a. Electric Cap 40 galions a. N/A R= ftz EF 0.93 b. N/A ft= ft� b Conservation features c. N/A R= ft' None _ 15 Credits CF, Pstat I certify that this home has compf�ed with the Florida Energy Efficiency Code for Building �� STq Construction through the above energy saving features which will be installed (or exceeded) ,y �.. ._ 8 in this home before final inspection Otherwise, a new EPL Display Card will be completed ��3 i;; �•.'' based on installed Code compliant features ��.� s . ' `o , � �__,� �µ� � � a+ �...:s� C7 BuilderSignature: __ _ _ Date: _ c�� _ �a .1�, ° a Address of New Home City/FL Zip. �, . r,'� - - Cpbw��0 ''Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy E�ciency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 _ **Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section 62.1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT - . EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B3 Project Name 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11 19AM Air System Intormation Air System Name AHU-B3 Number of zones _ 1 Equipment Class __ SPLT AHU Floor Area 985.0 ft Air System Type SZCAV Location Tampa, Florlda Sizing Calculation lnformation � Zone and Space Sizing Method: _ Zone CFM _____ Sum of space atrflow rates Calc�atian Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data - Totat cal load _. _. __ 1.8 Tons Load occurs at __.._. _. Jun 0600 Total coil load 22.2 MBH OA DB / WB 75.6 f 72.3 °F 5ensible coil load 19.4 MBH Entering DB / WB 72.9 ! 62.1 °F Coil CFM at Jun 0600 _ 1057 CFM Leaving DB / WB 55.9 / 54.8 °F Max block CFM _ 1057 CFM Coil ADP 54.0 °F Sum of peak zone CFM 1057 CFM Bypass Factor _. 0.100 Sensible heat ratio _ 0.876 ResuRing RH _. 55 % - ft 533.4 Design supply temp. �_. ._. __._. 55.0 °F BTU/(hr-ftz) ___. ._. _. _ _. 22.5 Zona T-stat Check __. 1 ot 1 OK Water ilow � 10.0 °F rise _. WA Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data - Max coil load __ ._ ._ _ _. 11.8 MBH Load_occurs at .. .__ Apr 0600 _ Coil CFM at Apr 0600 1057 CFM BTU/{hr-ft " _ 12.0 Max coil CFM 1057 CFM Ent. DS / Lvg DB ___. 58.4 / 66.7 °F Water flow � 20.0 °F drop ._. WA Supply Fan Sizing Data Actual max CFM __ _. _. __ ._. ._. ._ ._._ 1057 CFM Fan motor BHP ..___._._. ._ __ ._ 0.12 BHP --- - --- Standard CFM __. 1056 CFM Fan motor kW _. 0.09 kW Actual max CFM/ft 1.07 CFM/ftz Fan static _ ___.._. _._ _. 0.40 in wg Outdoor Ventilation Air Data � Design airflow CFM _ 0 CFM CFM/person _ 0.00 CFM/person CFM/ftz 0.00 CFM/ftz i Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-B3 Project Name: 2010-090 - Fort King Apts 06l16/2010 Pre ared b� SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 0600 HEATING DATA AT DES NTG COOLING OA DB / WB 75.6 �F / 72.3 °F HEATiNG OA DB! WB 36.0 °F / 30.3 °F Sensible Late�t Se�sible Latent ZONE LOADS Detalis (BTU/t�r) (BiU/hr) Details (BTU/hr) � (BTU/hr) Window 8 Skylight Solar Loads 90 ftz 771 - 90 ft - Wall Transmission 463 ftz 298 463 ft 1091 Roof Transmission 985 ft 163 - 985 ft 984 Window Transmission 90 ft 540 - 90 ft 3338 Skylight Transmission 0 ft 0 0 ftz 0 Door Loads 21 ft 35 - 27 ftz 214 Floor Transmission 0 ft 0 - 0 ft 0 - Partitions 0 k 0 0 ft 0 - Ceiling 0 ft 0 0 ftz 0 Overhead Lighting 1596 W 5444 - 0 0 _ Task Lighting 0 W 0 0 0 Electric Equipment 0 W 0 - 0 0 - Peop�e 3 735 615 0 0 0 Infiltration 252 2136 2409 1 Miscellaneous 0 0 - 0 0 - Safety Factor 0% / 0'% 0 0 0% 0 � 0 » Total Zo�e Loads 8239 2751 - 8036 1 Zone Conditionin - 8878 2751 7868 1 Plenum Wall Load 0% 0 - 0 0 Plenum Roof load 0% 0 � 0 0 Plenum Lighting Load 0% 0 - 0 0 Retum Fan Load 1057 CFM 0 - 1057 CFM 0 Ventilation Load 0 CFM 0 0 0 CFI1A 0 0 Supply Fan Load 1057 CFM 313 1057 CFM -313 - Space Fan Coil Fans - 0 - 0 Duct Heat Gain / Loss 0% 0 - 0% 0 - » TotalSystem Loads - 9191 2751 7554 1 Central Cooling Coil - 19408 2753 0 0 Central Heating Coil - -1p217 75y4 » Total Conditionfng 9191 2T53 7554 0 Key: Posltive values are cig bads Positive valuea are htg loada• Negative values are htg loads Negative values are clg loads S " Hourly Analysis Program v.4.4 Page 1 of 1 N FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residentiai Performance Method A Project Name. 2010-090- Fort King - Unit B4 Builder Name_ '�1�('S � '�" �bri� �U� �d��G �� Street Permit O�ce ZEPHYRNILLS J City, State. Zip� ZEPHYRHlLLS , FL Permd Number ��Zd �J Owner Junsdiction: 611600 desiyn Locatiorl. Fl, Tampa 1 New construction or existing New (From Plans) 9 Watl Types insulation Area 2. 5ingie family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603 33 ftz b N/A R= ft' 3 Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 2 d. N/A R= it� 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned Floor area (ft gg� a. Under Attic (Vented} R=30 0 985 00 ftz - b. N/A R= ftz 7 Windows _ Description Area c. N!A R= f[ a. U-Factor Sgl, U=0.30 90.00 ftZ SHGC. SHGC=0.28 11 Ducts b. U-Factor N/A ft2 a. Sup. Attic Ret: Interior AH: interior Sup. R= 6, 235 ft SHGC 12. Cooling systems c. U-Factor N!A ft= a. Central Unit Cap• 24 0 kBtu/hr - SNGC SEER:14 d. U-Factor N!A ft2 13. Heating systems SHGC a. Electric Heat Pump Cap 24 0 kBtu/hr e U-Factor WA ft� HSPF 8.2 SHGC. 14. Hot water systems 8 Floor Types Insulation Area a. Electric Cap 40 gallons a. N/A R= ft2 EF 0.93 b N/A R= ft2 b. Conservation features c. N/A R= ftZ None 15. Credits CF, Pstat �� T a��A(�-�uilt Modified Loads. 27.25 pASS GlasslFloor Area: 0 091 `�� PEL Cg� r �� Q�'��.....�.. S'�T�� Baseline Loads: 34.91 � �� '��'� F ��: 2 % , I hereby certify that the p�ns an�{ s ' �ii8�vei�d by � Review of the plans and ��'CKE ST,q1.� tk�is calculation are in coa3pli�r�c� with t f�orida Ene�gy/t _ specifications covered by this 4 j ' „ w, p� Code . �" �p � S ATE OF � �' = calculation indicates compliance �;,, �`` :,,=",.,� .e+ ' � �' � .� � "jJ '• .' �u ` with the Florida Energy Code. �-'�r,r„�'� -;�_:'r„�r;.y`„ O PREPARED BY: — %� �' P.�' _\,��; Before construction is completed ��;'� �``� C J DATE. — — � � this building will be inspected for �_ y, �i `� �� com liance with Section 553.908 �" ON A� �. P .'-_ �:.:. � g I hereby certify that this buildi ', as �G/g��,1it4��compliance Florida Statutes. -� ��,S with the Florida Energy Code. - O+� ,�� OWNER/AGENT:— BUILDING OFFI _ DATE —__ _ DATE: __ _ Q�� _ 8/16/2010 11.30 AM EnergyGauge� USA - FlaRes2008 Page 1 of 5 PROJECT Title 2010-090 - Fort King - Unit B4 Bedrooms. 2 Adress Type Street Address Buiiding Type FLAsBudt Conditioned Area 985 Lot # Owner Total Stories. 1 SubDivision: # of Units: 1 � Worst Case. Yes PlatBook: Budder Name. Rotate Angle: 315 Street: Permit Office ZEPHYRHILIS Cross Ventilation: No County PASCO Jurisdic[ion. 617600 � Whole House Fan: No City, State, Zip. ZEPHYRHILLS , Family Type Multi-family _ FL , NewlExisting: New (From Pians) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Locafion TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium - � ROOF / Roof Gable Roof Solar Deck \� # Type Materiais Area Area Color Absor Tested insul. Pitch 1 Hip Composition shingles 1097 ft 0 ft Medium 0 96 No 0 22.6 deg ATTIC V # Type VentilaUOn Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 10i3 ft� N N CEILING # Ceiling Type � R-Value Area Framing Frac Truss Type t Under Attic (VentecJ) 3fl 985 ft' 0 11 Wood : . - WALLS � Cavity Sheathing Framing Solar � # Ornt Adjacent To Wall Type R-Value, Area _ R-Value Fraction Absor _ 1 W Exterior Frame - Wood 13 242.67 ftz 0.23 0 75 2 S Exterior Frame - Wood � 13 292.67 ft 0.23 0 75 3 E Exterior � Frame - Wood 13 68 ftz 0.23 0.75 DOORS # Omt Do Type S torms U-Value Are 1 S Insulated None 0 460000 2'I 01049 8/16/2010 11.30 AM EnergyGauge� USA - FlaRes2008 Page 2 of 5 W{NDOWS Onentation shown is the entered orientation => chan ed to Worst Case. � Overhang — # Omt Frame Panes NFRC U-Fa SHG Storms A re a Depih Separati In Sh ade Scree ning_ 1 S=>SE TtM Low-E Singie Yes 0.3 0.28 N 75 ft 1 ft 0 m t ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ftz 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING � --- Forced Ventitation --- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Suppty CFM Exhaust CFM Fraction Watts Default 0 Od036 930 7 08 51 1 96.0 0 cfm 0 cfm 0 0 COOLING SYSTEM # S ystem Type Su btype E Capacity A ir Flow , SH D ucts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 HEATING SYSTEM _ # System Type Subtype Efficien Capacity Ducts - — --- - --- - — 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # Syste Type EF Cap U se SetPnt _ Conservation 1 Electric _ 0.93 40 gal 5� gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / ---- 5upply --- ---- Retum --- : Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft fnterior 0 ft Default Leakage interior (Default) (Default) % 8/16/2010 11.30 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y Ceiling Fans. Cooling [X] Jan [X] Feb [Xj Mar [X� Apr [X] May [X] Jun [X] Jul (X] Aug [X] Sep [X] Oct (X] Nov [X] Dec Heating �X] Jan Xj Feb X] Mar (X Apr [Xa May X] Jun [X] Jul [X] Aug �X] Sep XJ Oc! XJ Nov [X] Dec Venting �X] Jan f XJ Feb EX� Mar [X Apr [XJ May EX] ,tun [X] Jul [X) Aug [X] Sep EX] Oct EX] Nov [X] Dec Thermostat Scheduie. HERS 2006 Reference Hours Schedule Type ? 2 3 4 5 6 7 8 9 10 1 t 12 Cooling (WD) Ah9 78 78 78 78 78 78 78 78 80 SO 80 80 � Pti1 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 69 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/16/2010 11.30 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residentiai Whole Building Performance Method A- Details ADDRESS� PERMIT #� ZEPHYRHILLS, FL, INFtLTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION � REQUIREMENTS FOR EACH PRACTICE CHECK --- - - — --- - ----- - -- --- - — � - - - Ex terior W & Doors N1 1 1 � M axim um . .3 cfm/sq.ft. window area_.5 cfm/s door area __ __ Exterior & Adjacent Walls i N1106.A6 1.2.1 i Caulk, gasket, weatherstrip or seaf between: windows/doors & I � frames, surrounding wall; foundation & wall sole or siil plate, joints � between exterior wall panels at corners; utility penetrations, I I between wall panels & toplbottom piates; between walls and floor � � EXCEPTION Frame walls where a continuous infiltration barrier is � instailed that extends from, and is sealed to, the foundation to the _ �top plate. --- --- --� -- Floors N1106.A6 1.2.2 I Penetrationslopenings > 1/8" sealed unless backed by truss or joi�t members. ! EXCEPTION: Frame floors where a continuous infiltration barrier i ; is instalied that is sealed to the perimeter, penetrations and seams , _ Ceilings , N1106.A6 1.2.3 Between walls & ceilings, penetrations of ceiling plane to top floor; � � i around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION Frame ceilings where a continuous infiltration barrier - i - is installed that is sealed at the perimeter, at penetrations and � seams. � - -- — r - ---- ---- -- ------ -- - — -- - --- - --� -- - -- Recessed Lighting Fixtures ; N1106.A6 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC I i rated, installed inside a sealed box with 1/2" clearance & 3" from ' insulation; or Type IC with < 2.0 cfm from conditioned space, I tested. __ _ _ ' IVlulti-story Houses N1106.AB.1.2.5 i Air barrier on perimeter of floor cavity beriveen Floors _ __ __ _ Additional Infittration reqts N1106_AB 1 3 � Exhaust fans vented to outdoors, dampers; combustion space I heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTI,ON � REQUIREMENTS __ _ _ CHECK Water Heaters � N1112.AB.3 ' Comply with efficiency requirements in Table N112.ABC 3 Switch � , I or dearly marked circuit breaker (electric) or cutoff (gas) must be I s - —�- I provided. External or built-in heat trap required. _�__ Swimming Pools & Spas ! N1112.AB.2.3 Spas R heated poals must have covers (except solar heated) I Non-commercial pools must have a pump timer Gas spa & pool ' heaters must have a minimum thermal e�ciency of 78% � _ _ I Heat pump pool heaters shall have a minimum COP of 4 0 _ Shower heads N1112:AB.2.4 i Water flow must be restricted to no more than 2.5 gallons per minute at 80 P SIG Air Distribution SysEems N1110.A6 : All ducts, fittings, mechanical equipment and plenum chambers � shall be mecha�ically attached, sealed, insulated and installed in I , accordance with the criteria of Section N1110.A6 _ ' Ducts in unconditioned attics: R-6 min. insulation_ ___�_ _ HVAC Controls N1107.A6.2 Separate readily accessible manual or automatic thermostat for - ' ' each s stem. Ir�sulation N1104:AB 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both i � N1102.6.1.1 , sides. Common ceiling & floors R-11. 8I16/2010 11:30 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTlMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. , ZEPHYRHILLS, FL, t New construction or existing New (From Pians) 9 Wall Types Insulation Area 2. Single family or multipie family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b N/A R= ft� 3 Number of units, if multiple family 1 c. N/A R= ft� 4 Number of Bedrooms 2 d. N/A R= ftz 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ftz) 985 _ a. Under Attic (Vented) R=30 0 985 00 ft� . b NIA R= ft 7 Windows" - Description Area c. N/A R= ftZ a. U-Factor• Sgl, U=0.30 90 00 ft SNGC: SHGC=0.28 11 Ducts b U-Factor - N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 235 ft SHGC: 12. Cooling systems c. U-Factor• N/A _ ft a. Centrai Unit Cap 24 0 kBtu/hr SHGC. SEER: 14 d. U-Factor: NlA ft1 t3 Heatingsystems SHGC a. Electric }ieat Pump Cap 24.0 kBtu/hr e U-Factor NIA ftz HSPF 8.2 SHGC. 14 Hot water systems 8 Floor Types Insulation Area a. Electnc Cap� 40 gallons a. N/A R= ft� EF 0 93 b N/A R= ft� b Conservation features c. N/A R= ft2 None 15 Credits CF, Pstat I certify that thi� home has complied with the Florida Energy Efficiency Code for Buifding �H� sr Construction through the above energy saving features which will be installed (or exceeded) ti�� _- -� in this home before final inspection. Otherwise, a new EPL Display Card will be completed w�`„'"�% '�,��,:�_'`,':. � �,._. based on installed Code compliant features. �. ,,.,. A� `:: :�;�,:. �;;; �o _ -.�:.,� Builder Signature: Date. � w � ��"`�~ d - - - * , � .. Address of New Home: City/FL Zip: t.�; , — G�� , `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affai[s at (850) 487-1824 _ - '*Label required by Section 13-104.4.5 of the Florida Building Code, Buitding, or Section B2.1.1 of Appendix G , of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 - Air System Sizing Summary for AHU-B4 Project fVame: 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11 19AM Air System Information Air System Name AHU-B4 Number of zones _. 1 Equipment Class _ SPLT AHU Floor Area __ 985.0 ft Air System Type SZCAV Location _ _ Tampa, FloNda Sizing Calcutation fnformation _ Zone and Space Sizing FAethod: _ Zone CFM Sum of space airflow rates Calculation Months ._. Jan to Dec Space CFM Indlvldual peak space loads Sizing Data ._ ___ _ Calculated Central Cooling Coil Sizing Data Total coil load ._ __._ 1.8 Tons Load occurs at ____._._. Jun 0600 - Total coi� load _.-_- 22.2 MBH OA DB / WB 75.6 / 72.3 °F - - - --- Sensible coil load _ 19_4 MBH Entering DB / WB _. _ 72.9 / 62.1 'F Coii CFM at Jun 06Q0 __. i057 CFM Leaving DB / WB _. _ _ 55.9 / 54.8 'F Max block CFM __. 1057 CFM Coil ADP _. 54.0 °F Sum of peak zone CFM _ _. 1057 CFM 8ypass Factor 0.100 Sensible heat ratio 0.876 , Resulting RH .__. -__ 55 % ftzlTon --._-. _. ._. _- .-. --. "533.4 : Designsupplytemp. _ 55.0 °F - --.... BTU/(hr-ft� _ _ 22.5 Zone T-stat Check __ ._... 1 of 7 OK - Water flow � 10.0 °F rise _ _ WA Max zone temperature deviation ._._._ 0.0 °F Central Heating Coii Sizing Data - Max cal bad --_- _ -----._... _. _--. - 11.8 MBH Load occurs at .___-_ --- -- -------------- -__ -. --- Apr 0600 Coil CFM at Apr 0600 ___ _. " 1057 CFM BTU/(hr-ftz) _____. _. 12.0 Max cai CFM _ __ 1057 CFM Ent. DB / Lvg DB _. .._ __. _ 56.4 / 66.7 °F Water flow � 2�.0 °F drop ._. N!A Supply Fan Sizing Data Actual max CFM _. .__ 1057 CFM Fan motor BHP _ _. 0.12 BHP Standard CFM _._ _. .__. ._ _ 1056 CFM Fan motor kW ___ __ _ 0.09 kW --- - Actual mau CFM/ftz _._. _ 1.07 CFM/ft Fan static _. _._ _ 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM ___ 0 CFM CFM/person __. __. _ 0.00 CFM/person CFM/ft _ ,. 0.00 CFM/ftz Hourly Analysis Program v.4.4 Page 1 of 1 , Air System Design Load Summary for AHU-B4 Project Name: 2010-090 - Fort King Apts 08J16/2010 Pre red b� SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 0600 HEA7ING DATA AT DES HTG COOUNG OA DB / WB 75.6 °F! 72.3 °F HEATING OA DB/ WB 36.0 °F / 30.3 'F Sensibie Latent Senslble Latent ZONE LOADS Details (BTUthr) (BTU/hr) . Detafls {BTU/hr) (BTUfir) Window & Skylight Solar Loads 90 ft 771 - 90 ftz - Wall Transmiss{on 463 ft 298 - 463 ftz 1091 Roof Transmission 985 ft 163 985 ftz 984 - Window Transmission 90 ftz 540 90 ft 3338 Skylight Transmission 0 ftz 0 0 ft 0 Door Loads 21 ft 35 - 21 ftz 214 Floor Transmission 0 ft 0 - 0 ftz 0 Partitions 0 ft Q - 0 ft 0 Ceiling 0 ft 0 0 ft 0 Overhead Lighting 1596 W 5444 - - 0 0 Task Lighting 0 W 0 - 0 0 � Electric Equipment 0 W 0 0 � 0 PeoP�e 3 735 615 �J 0 0 infiftration 252 2136 - 2409 1 Miscellaneous - 0 0 - - 0 0 Safety Factor 0% / 0% 0 0� 0% 0 0 » Total Zone Loads 8xi9 2751 -- 8036 1 Zone Conditaning 8878 2751 - 7868 1 Plenum Wall Load 0% 0 0 0 Plenum Roof Load " 0% 0 - 0 0 - Plenum Lighting Load 0°io 0 - 0 0 - Retum Fan Load 1057 CFM 0 1057 CFM 0 - Ventilation load 0 CFM 0 0 0 CFM 0 p Supply Fan Load 1057 CFM 3f 3 - 1057 CFM -313 - Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 0% 0 0% 0 » Total System Loads 9191 2�51 - 7554 1 CenVai Cooling Coil 19408 2753 0 0 Central Heating Coil -1p217 _ _ �554 » Total Condftioning 9191 1753 - 7554 0 Key: Positive vatues are clg loads Po$itive values gre htg loads Negative values are M loads Negative values are clg loads Hourly Analysis Program v 4.4 Page 1 of t FORM 1100A-08 - - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential PerformanEe Method A Project Name 2d10-090 - Fort King Unit C1 Builder Name. �`=�' �"'� �- 10 r+ C.�t ��t � 1(,'� i,�1G� ° (pi �t � Street: Permit Office. ZEPHYRHILLS J City, State, Zip ZEPHYRHILLS , FL , Permit Number �( Z.0"� Owner• Jurisdiction: 611600 Design Locat�on. Fl, MELBOURNE_REGIONAL_AP 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Mutti-family a. Frame - Wood, Exterior R=13.0 770_67 ft' b. N!A R= ft' 3. Number of units, if multipie family 1 c. N/A R= ft 4 Number of Bedrooms 3 d. N/A R= ft 5 Is this a worst case? Yes 10 Ceiling Types . Insulation Area 6 Conditioned floor area (ft') 1194 a. Under Attic (Vented} ; R=30.0 1194.00 R� b N/A R= � � ft' 7 Windows Description Area c. N/A R= ft= a. U-Factor Sgl, U=0.30 90.00 ft • SHGC SHGC=0.28 11 Ducts b. U-Factor• NIA ft2 a. Sup: Attic Ret Interior AH: Interior Sup. R= 6, 300 ftZ SHGC 12. Cooling systems � c. U-Factor N/A ftz a. Central Unit Cap 28.0 kBtu/hr SHGC � SEER:14 d. U-Factor N/A ft= 13 Hea6ng systems SHGC a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor N/A ft1 HSPF' 8.2 SHGC 14 Hot water systems 8 Fioor Types lnsulation Area a. Electric Ca 50 a. N/A R= ft' P � �� ' EF_ 0.91 b. N/A R= ft' b. Conservation features c. N/A R= ft� None ��►111 f/!/ 15. Credits CF, Pstat �� ,,p�F ,p�� itt Modified Loads: 31.09 Glass/Floor Area. 0.07y^� ��c" ��...•••..,,� �p i PASS ` c.� ••' EN •,.�.yT�ot'�Baseline Loads: 39 93 ' � N .60785 = = I hereby certify that the�la�s a�d sp ifi ons coveGed�y � Review of the plans and F'f'�IE S TA7 , this calculation are in cQtnplian�e w' �c�.�io� En�r� � specifications covered by this ��+ ��"='� �p Code. .. ; y�. � calculation indicates compli'ance �,'�!.� ; 'A' = ' -'�. «n �� •' �F� R� �.•' k/ ,� with the Florida Energy Code. ti��,�'�� '�:<_'�'�"`.�;,,,.; � T . �. '�' � at�^~ ;" .. . . � � 7ti PREPARED BY' _ �� Before construction is completed ��°,;�,; .�. f�•�° x t7 DATE. ___--__ __� _ � this building will be inspected for v� r ; a /� �� compliance with Section 553 908 ,� "_ � ° ' ,, I hereby certify that this bu ding, a des n compliance Florida Statutes. ��,� with the Florida Energy Code Op ��"� OWNER/AGENT._____ _— — _— BUIL.DING OFF IA - � _ . _ __ DATE� -- ------ — -- DATE. ---�-��-� - ,'- --- --- 3�12/2010 11 42 P.M EneryyGauye�� USA - FlaRes2008 Page 1 of 5 PROJECT : TiUe 2010-090`- Fort King Unit C1 Bedrooms: 3 Adress Type� Street Address Building Type. FLAsBuilt Conditioned Area: 1194 Lot # _ Owner• Totai Stories: 1 SubDivision. # of Units: 1 Worst Case. Yes Plat600k: Builder Name: Rotate Angte: 315 Street: - Permit Office ZEPHYRHILLS Cross Ventiiation: No Counry• PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 75 70 369 69 Medium ROOF / Roof Gable Roof Solar Deck \� # Type Materials Area Area Color Absor Tested Insul. Pitch Hip Composition shingles 1293 ftz 0 ft' Medium 0.96 No 0 22.60000 Arnc V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ft' N N CEIUNG # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic {Vented) 30 1194 ft 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Va Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0 75 - 2 S Exterior Frame - Wood 13 388 ft' 0.23 0 75 3 E Exterior Frame - Wood 13 140 ft' 0.23 0 75 DOORS # O rnt D oor Type Storms U-Value Area 1 W Insulated None 0 460000 21.01049 8/12i2010 11 42 AM En�ry,�,auqe u t ISF - FlaRes2008 Pa�a 2 nf �, WINDOWS Orientation shown is the eniered orientation => chan ed to Worst Case. � - Overhang -- -- -# Ornt Frame Panes NFR U-Factor SHG St oRns Area Depth Separa Int Shade Screening _ 1 S=>SE TIM Low-E Single Yes 0.3 028 N 75 ftZ 1 ft 0 in 7 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Singie Yes 0.3 0.28 N 15 ftz 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING � --- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ElA EqIA Suppiy CFM Exhaust CFM Fraciion Watts Default 0.00036 1127 7 08 61.9 116.4 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insu 1 . 382.8 ft' 384 ftz 64 ft 8 ft (invalid) - COOLING SYSTEM # S ystem Type Subtype Efficiency Capacity Air Fl SH Ducts � 1 Central Unit None SEER: 14 28 kBtulhr cfm 0.75 sy5ill HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts __ 1 Elsctric Heat Pump HSPF: 8.2 28 kBtulhr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt. Co�servaGon 1 Electric 0 91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM fSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / --- Supply --- --- Return ---- Air Percent - V # tocation R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft� Interior 0 ft' Defauit Leakage Interior (Default) (Default) % t�,;12�201� 1� 42 A.M Eneiq�,G.i�.� ��'"�'i)SP� - FlaRes2008 Paq�• =, t, - TEMPERATURES Programable Thermostat: Y Ceiling Fans. _ = Coolin X] Jan X Feb Mar Apr X Ma X]Jun X Jul [ Au Se X Oct Nov X Dec Neating f X] Jan EX� Feb EX� Mar � Apr f X� May f X] Jun f X� Jul [X� Au9 EX� SeP Xj Oct X Nov �X# Dec Ventin [X] Jan [X] Feb [Xj Mar Apr [X Ma [XJ Jun [X Jul [ Au (XJ Se XJ Oct Nov X] Dec Thermostat Scfiedule: HERS 2006 Reference � Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD} AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 76 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) - AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 6fi 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 F�/�2;2010 11 42 AM Eneray�=a�iqE��' I i�H - FlaRes2008 Pag� 4�f S FORM 1100A-08 � -Code Compliance Cheklist - _ Residential Whole Building PerFormance Method A- Details ADDRESS� PERMIT #: � ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION � REQUIREMENTS F EACH PRACTICE : CHECK Exterior Windows 8� Doors I N1106.AB.1.1 Maximum. .3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 � Caulk, gasket, weatherslrip or seal between: windows/doors & � � � frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; j between wail panels & top/bottom plates; between walls and floor. I � � EXCEPTION• Frame walls where a continuous infiitration barrier is installed that extends from, and is sealed to, the foundation to the to late. " ' Floors N1106.A6.1.2.2 Pen.etrationslopenings > 1!8" sealed unless backed by truss or � joint members. EXCEPTION� Frame Floors where a continuous infiltration barrier is installe that is sealed to the erimeter, enetrations and seams. Ceilings ' N1106.A8 1.2.3 Beiuveen walls 8 ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed.to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures I N 1106.A6 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC � � rated, instal{ed inside a sealed box with 1!2" dearance 8� 3" frorri I I insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses I N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts � N1106.A6.1 3 Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by alf residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.A6.3 Comply with e�ciency requiCements in Tab1e N112.ABC.3 Switch _ or clearly marked circuit breaker (electric) or cutoff (gas) must be __ rovided External or built-in heat trap required. " Swimming Pools & Spas I N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool I heaters must have a minimum thermal efficiency of 78% . Heat pump poo� heaters shall have a minimum COP of 4.0 Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per 1__ _____ minute at 80 PSIG Air Distribution Systems � N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers I shall be mechanically attached, sealed, insulated and installed in � accordance with the criteria of Section N1110.AB 1 _ � Ducts in unconditioned attics. f2-6 min. insulation - � —� ---- --- --------------- -- --- - --- - --- —�------ HVAC Controls N1107.A6.2 � Separate readily accessible manual or automatic thermostat for --------- --- I - -- �each system. -- Insulation ~ N1104.AB 1 � Ceilings-Min R-19 Common walls-frame R-11 or CBS R-3 both � ', N1102.B 1 1 I sides Common ceiling & floors R-11 � A/12!'Z010 11 42 At�4 EnNryvGau�ae °� US�'1 - FIaRe52008 p�qe ��i `; _ ENERGY PERFORMANCE LEVEL (EPL) - - DISPLAY CARD - � ESTIMATED ENERGY PERFORMANCE INDEX* = 78 - The lower the EnergyPerformance Index, the more e�cient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Pians) 9 Wall Types � Insulation Area 2. Single family or multiple fami�y Mufti-family a. Frame - Wood, Exterior R=13.0 770.67 RZ b N/A R= Hz 3. Number of units, if multiple family 1 c. NIA R= f1 4 Number of Bedrooms 3 d. NIA R= ft' 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area � 6. Conditioned floor area (ft 1194 a. Under Attic (Vented) R=30.0 119.4.00 ft' _ b N/A R= ft� 7 Windows" Description Area c. N/A . R= ft' a. U-Factor Sgl, U=0 30 90.00 ftz SHGC SHGC=6.28 11 Ducts - b. U-Factor• N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 300 ft� SHGC 12. Cooling systems c. U-Factor: N/A ft' a. Central Unit Cap: 28.0 kBtu/hr - SHGC• SEER. 14 d. U-Factor• NIA ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 k6tulhr e. U-Factor N!A ft' HSPF 8.2 SHGC' 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 galbns a. N/A R= ftz EF 0.91 b. N/A R= ft2 b. Conservation features c. N/A _ R= ft' None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building f ,�� sr � r Construction through the above energy saving features which will be installed (or exceeded) o • F in this home before final inspection Otherwise, a new EPL Display Card will be completed ��`� 3=�'i u ; r_ �'9,t based on installed Code compliant features. _ ti: ,�'•�.. ;-=:�;�-�;,`",.�o � � -{� = _�� _ Builder Signature Date: �' � ;, 4 =a — '—_-_-_-__ __--___-_ _"- - t 'z� 1 $ Address of New Home City/FL Zip� r.�,`��,�" ---- - --- ---- Cp �.�� *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program This is not a Building Energy Rating. If your Index is below 10Q, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters For information about Florida's Energy Efficiency Code for Bui!ding Construction, contact the Department of Community Affairs at (850) 487-1824 *'Label required by Section 13-104 4 5 of the Florida Building Code, Building, or Section B2 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGauge�_� USA - FlaRes2008 • Air System Sizing Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts - - 08/16/2010 - Pre ared b: SGM En ineerin � � 1 Air"System Information - Air System Name ------- -- -- ------ -,----.. AHU-Ct Number of zones _.._. ..--. .--- .--._ _._ .. ............- t - Equipment Class ._. ..__._. ._ ._ ._. SPLT AHU Floor Area __.... __ 1 �72,p it� _-- ._.... .. ._. __..... ' Air System Type ..._ _.__.._. _. ._ _._. SZCAV Location _. ._ _. ._ Tampa, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ... Sum of space alrtlow ratea Calculation Montlu Jan to Dec S ce CFM _. . indivldual eak pa -- p spacs loada Sizing Data .-.------ - -- Calculated Central Cooling Coil Sizf�g Data Total coii load --- .-__- _ __- ... _._ .-.-_.-- 2.3 Tons Load occurs at ._ .. ... ...... ... _--- _- ...._. Jun 0300 Total coil load _._. -- --- --. 27.4 MBH OA DB / WB __-- .... 75.9 / 72.4 °F Sensible coil load _. _--_ ._--- 24.1 MBH Entering DB / W8 ... _... _. ._.. 73.2 ! 62.5 °F Coil CFM at Jun 0300 _._ 1318 CFM Leaving DB ! WB ... _. 56.3 / 55.3 °F Max block CFM --- .--- --.._------1316 CFM Coil ADP _. .__. ... _. . - --. _- _. 54.4 °F ' Sum of peak zone CFM 1316 CFM Bypass Factor p,�pp Sensibie heat ratio _. 0.879 Resufting RH 55 % � ft ___. — — - - 512.9 Desi� supply temp. - .---- ._ 55.0 °F BTU/(hr-ftz) _ _.-. _. _--- _ 23.4 Zone T-stat Check _- _- 1 ot 1 OK ' Water �low � 10.0 °F rise ._ _ _ WA Max zone temperature deviation _ __ 0.0 °F Cerftral Heating Coi� Sizing Data Max coil load ..._ .__. 14.6 MBH Load occurs at _. qp� p50p - Coil CFM at Apr 0600 .__ _ _ _. __. 1318 CFM BTUI(hr-ft� _. _ 1y,5 Max coil CFM _._. _ _.____ ._ __. ___. i318 CFM Ent. DB / Lvg DB _ _ 56.4 / 66.7 °F Water flow � 20.0 °F drop ._. ._. _. ._ ... WA Supply Fan Sizing Data Actual max CFM _. _. _._. ._._. _ 1316 CFM Fan motor BHP .__.._ __. ____ _____ __ p.i� g�{p Standard CFM ._- --- -- --� ---� ---- - ----- ----------- ---1315 CFM Fan motor kW ---------._ .--- ---- -- -- ---� - -----� �- - - ----- 0.11 kW Actuai max CFM/ft -- -- --------- ---- -- - --1.12 CFM/R Fan stafic .- --- --- -- -- - -- 0.40 in wg Outdoor Ventilation Air Data Design airfbw CFM _. .._ 0 CFM CFM/person __ ._ _ __. _ 0.00 CFM/person -- CFM/ft2 - - - -- - - .---- — 0.00 CFM/ft Hourly Analysis Program v 4 4 Paqe t��f 1 ' Air System Design Load Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts _ Od�16/2010 Pre ared b: SGM En ineerin 11:19AM - DESIGN COOLNG DESIGN HEATiNG COOLING DATA AT Jun 0300 HEATiNGflATA AT DES HTG COOLING OA DB / WB 75.9 °F / 72.4 °F HEATING OA DB ! W B 36.0 °F ! 30.3 °F 3ensibfe Latent Sensfble Latent 20NE LOADS Details �eTUmr� �en�mr� oecaus �erumr� �sn�mr� Window & Skylight Solar Loads 120 ftz 1230 - 120 fl Wall Transmisslon 707 ftz 578 - 707 ft 1666 Roof Transmission 1172 ft 293 1172 ft 1171 - Window Transmission 120 ftz 811 120 RZ 4451 Skyli ht Transmission 0 ft 0 0 ft 0 Door Loads 21 ftz 39 - 21 ftz 214 - Floor Transmission 0 ft 0 0 ftz 0 Partitions 0 ft� 0 - 0 ft' 0 Ceilin - 0 ft� 0 0 ft� 0 Overhead �ighting 1899 W 6478 0 0 Task Lighting - - 0 W 0 0 Q Electric Equipment 0 W 0 0 0 ' People 4 980 820 0 0 0 infiltration - - 330 2496 2866 1 Misceilaneous 0 0 0 0 Safety Factor 0% /0% 0 0 0% 0 0 » Total Zone Loads _ 10738 3316 10388 1 Zone Conditioning 10903 3316 10305 1 Plenum Wall Load 0%a 0 - 0 0 - Pienum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Retum Fan Load 1316 CFM 0 1316 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1316 CFM 390 - 1316 CFM -390 - Space Fan Coil Fans 0 0 Duct Heat Gain ! Loss 0% 0 - 0% 0 » Total System Loads ��2�{ 33y6 y�J�4 1 Central Coolin Coil 24101 3319 0 0 Central Heating Coil -12808 - 9914 - » Total Conditioning - 11293 331g 9914 0 Key. Positive valuee are clg loads Positive valuea are htg loads Negative values are Mg loada N tive values are clg toads Hourly Analysis arogram v 4 4 Paoe 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Pro�ect Name. 2010-090 - Fort King Unit C3 Buiider Name: �rST �10`i G�0. �c �G�[lYn �ID 4� Street: Permit O�ce ZEPHYRHILLS � City, State, Zip� ZEPHYRHILLS , FL , Permit Number �( 2d'� Owner• Jurisdiction: 611600 Design Location. FL, Tampa i New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or mulliple family Multi-family a. Frame - Wood, Exterior R=13 0 770.67 ftz b. N/A R= ft' 3. Number of units, if multiple famify 1 c. N!A R= ftz 4 Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? Yes 10 Ceiling Types tnsulation Area 6 Conditioned floor area (ftz) 1240 a. Under Attic (Vented) - R=30.0 1240.00 ft' b. N/A R=_ ft 7 Windows Description Area c. N!A R=� ft' a. U-Factor Sgl, U=0.30 105.00 ftZ SHGC SNGC=0.28 11 Ducts b U-Factor• N!A ft= a. Sup• Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft SHGC 12. Cooling systems _ c. U-Factor N/A ftz a. Central Unit Cap 28A kBtu/hr SHGC � SEER: 14 d. U-Factor: N/A ft� 13 Heating systems SHGC a. Electric Heat Pump Cap 28 0 kBtu/hr e. U-Factor• N/A ft� HSPF 8.2 SHGC 14 Hot water systems 8 Floor Types Insulation Area a. Electric Cap 50 gallons a. N/A R= ft1 EF 0.91 b N/A R= ft� b Conservation features c. N!A R= n2 None 15. Credits CF, Pstat �� cS��f�s-Built Modified Loads 32.34 Glass/Floor Area. 0.08�� Fp►EL L/� � �ASS Q�' � s' �tal Baseline Loads. 42.38 •' � � ; �� . � y � . I hereby certify that th�plans �nnd c�F�{g co�ered bs Review of the plans and ��K� �T',� • this calculation are in m ailce th t Florida E e �'�`"'`°��"- T F � , � �i � = specifications covered by this ti _-°` � • _ ===` p Code � -p ; TATE OF : CL' � calculation indicates compliance '�=� �{ �- �, � 'p : : uJ + with the Florida Energy Code. ti � �•-� `= -'� ` � � • lV � ` •; � ,_ PREPARED BY: � � F �_\�_; __ Before construction is completed ��;,`� '" ��'-+-'"�° DATE� % • � • • � _ this building will be inspected for ��,_ ' �,� � `S �NAL `�� compliance with Section 553.908 * ° �' { I hereby certify that this b lding ��Ja�gipp�ql�in compliance Fbrida Statutes. h �,� with the Florida Energy Code. p �.Tg.� - OWNER/AGENT:—_ _ _ BUILDING O�FIC�L,� _ DATE: ---- —_ DATE: _L� � 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title 2010-090 - Fort King Unit C3 Bedrooms 3 Adress Type Street Address Building Type FLAsBuilt Conditioned Area. 1240 Lot # Owner Total Stories: 1 SubDivision. # ot Urnts 1 Worst Case Yes PlatBook: Buiider Name. Rotate Angle 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation No County PASCO Jurisdiction. 611600 Whole House Fan. i�o City, State, Zip� ZEPNYRHILLS , � Famiiy Type Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp I�t Design Temp Heating Design Daily Temp V Design �ocation TMY Site Zone 97.5 % 2.5 °o Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF - / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor Tested Insul. Pitch Hip Composition shingles 1293 ft� 0 ft� Medium 0.96 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in} Area RBS IRCC Full attic Vented 300 1194 ft� N N CEILING # Ceiling Ty pe R-Value Area Framing Frac Truss Type � 1 Under Attic (Vented) 30 1240 ft� 0.11 ' Wood WALLS � Cavity Sheathing Framing Sotar � # Omt _ Ad jacent To Wall Type R-Value Area R -Value Fraction Abso 1 W Exterior Frame - Wood 13 242.67 ftz 0.23 0 75 - 2 S Exterior Frame - Wood 13 388 ft� 0.23 0 75 3 E Exterior Frame - Wood 13 140 ft� 0.23 0 75 - DOORS # Ornt Door Type Storms U -Value Are 1 W insulated None 0 460000 21.01049 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is ttte entered orientation => chan ed to Wwst G�se / Overhang r� # Ornt Frame Panes NFRC U-Facto SHGC Storms Area Depth Separation Int Shade Screen 1 S=>SE TIM low-E Single Yes 0 3 0.28 N 90 ft� 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Singie Yes 0.3 028 N 15 ft 6 ft 0 in 1 ft 0 in HERS 2006 None • INFlLTRATION 8� VENTING / --- Forced Ventilatian ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1171 7 08 64.3 120.9 0 cfm 0 cFm 0 0 GARAGE _ # __ Floor Area Ce iling Area Exposed Wall Perimeter A vg. Wall Heigh Exposed Wail Insulation 1 382.8 ft� 384 ftZ 64 ft 8 ft (invalid) _ COOLING SYSTEM _ #_ System T ype Su6ty Efficienc Capacity Air Flo SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0.75 sys#1 HEATING SYSTEM # System Ty pe Subtype Efficiency Capaci Ducts 1 Electric Ffeat Pump HSPF 82 28 kBtu/hr sys#1 _ HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0 91 50 gal 60 gal 120 deg None � SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Compa�y Name System Model # Collecfor Model # Area Volume FEF None None ft� T ' DUCTS � / ---, Supply ---- --- Retum --- Air Percent �� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ftz Interior 0 ft� Default Leakage Interior (Default) (Default) % 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thennostat Y Ceiling Fans Coolin9 [Xj Jan [X] Feb [X] Mar (X] APr [Xj May (X] Jun [X] Jul [Xj Aug [X] Sep (X) Oct [X] Nov [X) Dec Heatin [X] Jan [X] Feb [X] Mar [X] A r [X] Ma [X] Jun [X] Jul [X] Au [kJ Se [X] Oct (X] Nov [X] Dec Venting [X] Jan [Xl Feb [XJ Mar [X] Apr [XJ May [X] Jun [X] Jul [X] Aug (XJ Sep [X] Oct [X) Nov (X] Dec Thermostat Schedule HERS 20�6 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 1 1 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 --- 80 --- 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 ,78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 fi8 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heaiing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS _ PERMIT #� ZEPHYRHILLS, FL, INFiLTRATtON REDUCTlON COMPUANCE CHECKLIST - _C OMPONENTS � SECTION REQUtREMENTS FOR EACH PRACTICE � CHECK -- - ------ ----- -- - - -- - --- ----------- - --- Exterior Windows 8� Doors N1106.AB 1 1 j_ Maximum. 3 cfm/sq.ft. window area, 5 cfm/s .q fi. door area. - - - -- ---- --- - ----, -- - Exterior & Adjacent Walls N1106.A8 1.2.1 Caulk, gasket, weatherstrip or seal between. windows/doors & � frames, surrounding wall; foundation & wa11 sole or sill plate, joints ' between exterior wall panefs at corners; utility penetrations; � between wall panels & top/bottom plates, between walls and floor EXCEPTlON Frame walfs where a continuous infiltration barrier is - - installed that extends from, and is sealed to, the foundation to the I � top ptate. Floors , N1106.AB 1.2.2 PenelraGons/openings > 1/8" sealed unless backed by truss or � joint members. I ' EXCEPTION: Frame floors where a continuous infikration barrier _ � is installed that is sealed to_the perimeter, penetrations and seams I Ceilings N1106.AB 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; 1 - � around shafts, chases, soffits, chimneys, cabinets sealed to � ; i continuous air barrier; gaps in gyp board 8� top plate; attic access. � EXCEPTION: Frame ceilings where a continuous infiltration barrier _ is installed that is sealed at the perimeter, at penetrations and _ � seams. _ Recessed Lighting Fixtures I N1106.AB 1.2.4 � Type IC rated with no penetrations, sealed; or Type IC or non-IC I rated, installed inside a sealed box with 1/2" clearance 8� 3" from � insulation; or Type IC with < 2A cfm from conditioned space, � tested � --- -- - - — - ---- -------- -- I - Multi-sto Houses_ N1106.AB 1.2.5 __Air barrier on perimeter of floor cavity between floors __ � _ Additional Infiltration reqts I N1106.AB 1 3 � Exhaust fans vented to outdoors, dampers; combustion space i , heaters compfy with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met o� exceeded by all residences.) COMPONENTS SECTION BEQUIREMENTS CHECK +------ Water Neaters N1112.AB 3 r Comply with efficiency requirements in Table N112.ABC 3 Switch i or clearly marked circuit breaker (electric) or cutoff (gas) must be '� : _ ��_�� p�r�ov_�ided. E�ernal or built-in heat trap required Swimmin Pools 8 S as N1112.AB.2.3 � 9 p Spas & heated pools must have covers (except solar heated) � � Nvn-commercial pools must have a pump timer Gas spa 8� pool � i heaters must have a minimum thermal efficiency of 78% � Heat u� pool heaters shall have a minimum_COP of 4.0. ____� __ Shower heads N1112.A62.4 � Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers I f i shall be mechanically attached, sealed, insulated and installed in � � accordance with the criteria of Section N1110.AB __ _ Ducts in unconditioned attics� R-6 min insulation. I HVAC Controls _ � N1107.AB.2 t Separate readily accessible manual or automatic thermostat for ' .�_ each system. _ Insulation � N1104.AB 1 i Ceilings-Min. R-19 Common wails-frame R-11 or CBS R-3 both � N1102.B.1.1 � sides. Common ceiling & floors R-11 ; S/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 - The lower the EnergyPerformance Index, the more etficient the home , ZEPHYRHILLS, FL, 1 New construction or exis6ng New (From Pians) 9 WaH Types insulation Area 2. Single family or mul6pie family Multi-family a. Frame - Wood, Exterior R-13 0 770 67 ftz b. N/A R= ft� 3 Number of units, if multiple family � c. N!A R= ft 4 Number of Bedrooms 3 d. N/A R= ft= 5 is this a worst case? Yes 10 Ceiting Types Insulation Area 6 Conditioned floor area (ft�) 1240 a. Under Attic (Vented) R=30 0 1240 00 ft= - : b. N/A R= it� 7 Windows" Description Area - c. N/A R= ft� a U-Factor Sgl, U=0.30 105.00 ft= SHGC SHGC=0.28 11 Ducts b. U-Factor: N/A �= a. Sup. Attic Ret: lnterior AH: Interior Sup R= 6, 300 ft� SHGC - 12 Cooling systems c. U-Factor. N/A ft' a. Central Unit Cap 28 0 kBtu/hr SHGC SEER: 14 d U-Factor N!A ft� 13 Heating systems SHGC a. Etectric Heat Pump Cap 28.0 kBtu/hr e U-Factor• N/A K' HSPF 8.2 SHGC 14. Hot water systems 8. Floor Types Insulation Area a. EleCtric Cap 50 galions a. N/A R= fN EF 0 91 b N!A R= ft2 b Conservation features c. N/A R= ft� None . 15 Credits CF, Pstat I certify that this home has compli�d with tF�e Florida Energy Efficiency Code for Building F �KE sr,��; Construction through the above energy saving features which will be install�d (or exceeded) ti � ��`@� k G, in this home before final inspection Otherwise, a new EPL Display Card will be completed k�`,. `� "-=�;' � °`;- :.::; :� „� l based on installed Code corr�pliarrt features. , � 1��r{_- �., =:::� ::��.,.'a � � . ' �; ��*_...a._.- t� Builder Signature: __ - _ _ Date: _ c� � � $ _ � � �- . - °-� �� . Address of New Home: City/FL Zip� �, c, ----- --- Cp4'�.��v 'Note� The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850} 487-1824 _ '``Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Fiorida Building Code, Resident�al, if not DEFAULT. - - EnergyGaugeO USA - FlaRes2008 � Air System Sizing Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts OS/16/2010 Prepared b� SGM En ineenn 11 19AM Air System Information Air System Name AHU-C3 Number of zones i Equipment Class SPLT AHU Floor Area _ 1240.0 ft Air System Type SZCAV Location Tampa, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space alrflow rates Calculation Months Jan to Dec Space CFM Individual peak space loada Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 2.4 Tons Load occurs at _ Jun 0900 Total coil load 28.2 MBH OA DB / WB 80.4 / 73.7 °F Sensible coil ►oad 24.7 MBH Entering DB / WB 73.2 / 62.4 'F Coil CFM at Jun 0900 _ 1349 CFM Leaving DB / WB 56.2 / 55.1 °F Max bbck CFM 1349 CFM Coil ADP 54.3 °F Sum of peak zone CFM 1349 CFM Bypass Factor 0.100 Sensibie heat ratio 0.8T!_ Resulting RH 55 % - ft � _ 527.3 Design supply temp. 55.0 °F BTUI(hr-ft __ 22.8 Zone T-stat Check 1 oi 1 OK Water flow � 10.0 °F rise _ WA Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load ___ _ ___ _ 15.0 MBH Load occurs at _._ Apr 0500 - Coil CFM at Apr 0500 _. ._ 1349 CFM BTU/(hr-ft� _. _. 12.1 Max coil CFM 1349 CFM Ent. DB / lvg DB _ 56.5/66.8 ° F Water flow � 20.0 °F drop WA Supply Fan Sizing Data Actual max CFM._. 1349 CFM Fan motor BHP ._. 0.16 BHP Standard CFM 1347 CFM Fan motor kW _.._ ___ 0.12 kW Actual max CFNUft _.._ 1.09 CFM/ftz Fan static _ _ 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFNUperson 0.00 CFM/person - CFAA/ft : 0.00 CFM/ft Hourly Analysis Program v.4 4 Page 1 of 1 ' Air System Design Load Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b• SGM En ineerin � 1 �9qM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 0900 HEATING DATA AT DES HTG COOLING OA DB / WB 80.4 °F / 73.7 °F HEATING OA DB ! WB 36.0 °F /30.3 °F Senslbie Latent Sensible Latsnt ZONE LOADS Detalis (BTfJ/hr) (BTU/hr Detaila ) (B1URtt) (BTU/hr) Window & Skylight Solar Loads 120 ft 2532 _ �pp ttz Wall Transmission 707 ft 964 707 ftz 1666 - Roof Transmission 1240 ft 846 - 1240 ft i239 - Window Transmission 120 ft 1111 120 ft 4451 - Skylight Transmission 0 ft 0 - 0 ft 0 - Door Loads 21 ft 53 21 ft 214 Fioor Transmission 0 ft 0 - 0 ft 0 Partitions 0 ft 0 - 0 ftz 0 Ceiling 0 ft 0 - 0 ftz 0 Overhead Lighting 2009 W 6854 p p _ - Task Lighting 0 W 0 0 0 - Electric Equipment 0 W 0 0 0 People 4 980 820 0 0 0 Infiltration - 746 2653 3p32 � Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0°/, 0 0- 0% 0 0 _ » Total Zone loads - �qpg7 gq�3 10602 � _ Zone Conditionin9 - 14184 3473 9931 1 Plenum Wali Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 - Plenum Lighting Load 0% 0 0 0 Retum Fan Load 1349 CFM 0 - 1349 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1349 CFM 400 1349 CFM -400 Space Fan Coil Fans - 0 0 Ouct Heat Gain / Loss p% p _ D o� a Q » TotalSystem Loads - 14584 3473 - g53� � Central Cooling Coii - 24744 3476 0 0 Central Heating Coil - -10160 - 9531 » Total Canditloning �q5gq 347b g�3� Q � KeY� PosRive values are ctg loads Posttive values are htg loada NegaHve valuea are ht loads Negative values are clg loads Hourly Analysis Program v 4.4 Page 1 of 1 06/27/2011 8:25:21 AM -0400 PAGE 2 OF 2 From: 06/27/2011 07:05 #405 P.001/001 . � �.�>:-.._„ �x:.��.�:,� ° ::>'-V.a„�;, y _ ..x. w ,� 3 � , � `� ,- °f .:^'�' �� - P iSYT .;SX�� Y~ ' '°cF �t�t` City of Zephyrhills: - Building Department , - ° , . , - , � . . `;," ` ,;,�, � , :5,. Phone: (813)-780-0020 �; "'`�'� Fax: (813)-'780-0021 ; -----------------------------------------------�---------------- -, � TO: Progress Electric Fax results FROM: 7ackie � � FAX: 1-866-550-9755 FAX #: � � � � DATE: 6/27/11 # OF PAGES: 1 of 1 � ' � Received by: T. Skora Time: 8:25 am � � � ' � � � MESSAGE: Hello my name is Jackie and I have 24 units that need to be released for � � peamanent power. Could I please receive conffrmation by your signature and tlme signed � � abovc this will go in the file showing that tLis was called into your of�3ce for release. � ; The address is 683U Vista Lago Lp; Petmit #11207 for all units // and house meter. � � � � � � � � � � , Thank you � � � ' Jackie � � � � � , � � � � ; 6830 Vista Lago La: Permit #11207 ; � + ' Unit s ; � � ; 100 101 102 103 144 105 10G 107 ; ; 200 201 202 203 204 205 206 207 ; � 300 301 302 303 304 305 306 347 ; � � � � � � � � � � � � � � � � � � � � � � � � � � � � � + � � � '---- - .. . .. - -.. - �------------- - ' 06/27/2011 8:12AM (GMT-04:00) 06/27/2011 8:2F�:21 AM -0400 PAGE 1 OF 2 , �►� Progr�s Er�rcJY To: Jackie Date: June 27, 2011 Subject: Progress Energy Memo: 1X Result Report P i 06/27/2011 0?:05 " SePldl N0. AOmyV11001438 '� : 29697 Addressee Start Time Tir�e Prints Result Note 918665509755 06-27 07:04 00:00:40 001/001 OK TMR: Timer TX. POL: Poilingg ORG: Ori ina S'ze Setti�l FME: Fr�e Erase TX. Note M Mixed Ori inai_TX. CFIL4: Na�n�ual ��f �SRL: CSRC. g F�D: Fpr PC: PC-Fax. RLY: RB 11��C01 r 3IP�Fax. F IPADR: F IP A�dd�1'CSS�FaX, I-FAX: II7G FaX S Resalt 01(: Co�nunication OK, S-OK: Stop Comnunication, Pw-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse� Receipt Refused, BusY: Busy, M-Fu11:FlemorY Full, LOUR:Receiuin9 length Ouer, PO�R:Receiuin9 pa9e Ouer, FIL:File Error, DC:Decode Error, FIDN:MDN Response Error, DSN:DSN Response Error. city of zephyrhills: ` B.uia�� n��t Phoae: (813)-780-0020 Fax_ (813�-780-0021 ------------------------------------------------�---------------- -� � TO: Prograse Eloctric Fax reaulYs FROM- Jaclao � FAX: 1-866-550-9755 FAX #_ � � DATE: 6/27/11 # OF PAQES: 1 of I Received by: Tim�- MESSAGE: Hcllo my na:ne is Jacicio aad I have 24 units that nead to be r�leas«i for � prnazanant power_ Could 1 pleasc recoivo coafirmation by yonr sigasture aad t[me sigaed � above this will go ia tho $lc showiag thst this was caLLed into your ol�Ice for re�lease. ; The address is 6830 Vista Lago Lp; PeiYnit #11207 for all units // aad hous� mctar. Tl�taalc you Jackio ; 6830 Vists LaQO Lnc Permit #11207 Unit s ; 100 101 102 103 104 IOS 106 107 ; 200 201 202 203 204 205 206 207 ; 300 301 302 303 304 305 306 307 �-------------------------------------------------------------------� ■ � City of Zephyrhills: � Building Department � � Phone: (813)-780-0020 Fax: (813)-780-0021 ------------------------------------------------------------------ - � TO: Progress Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � � � � DATE: 6/27/11 # OF PAGES: 1 of 1 � � � � � Received by: Time: � � � � ' � � MESSAGE: Hello my name is Jackie and I have 24 units that need to be released for � � permanent power. Could I please receive confirmation by your signature and time signed � � above this will go in the file showing that this was called into your office for release. � ; The address is 6830 Vista Lago Lp; Permit #11207 for all units // and house meter. � � � � , � � � ; Thank you � � � � � , Jackie � � � � � � ; 6830 Vista Lago Lp; Permit #11207 � � � ' Unit s ; � � � 100 101 102 103 104 105 106 107 ; ; 200 201 202 203 204 205 206 207 ; � 300 301 302 303 304 305 306 307 ; � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � PA�CO COUNTY, FLORIDA _ � Permit No, � � 2 �� Date Permitted 1 �- �— � a � Id ontrol # ' euilder Name/Owner Name� �S� �, �` �� County Parcel No. (��j Z�O �" v I��= SubDiv: � � ��t� � Address/Location (� / , � � ClassificationlT'ype of Us@ m��'t`t' f"<< l� �'� G��n ��S TRANSPORTATION IMPA�T FEE � Rate: Sq Ft Unit; 2 73 Exempt ❑ Yes ❑ No HoW Determined ' Impact Fee Amount $ J0� � 7�P ' Zone No. T�� SCHOOL IMPACT FEE /f�j� Q Account (056) Single-Family Detached House Amount $ T l � !�0 �`� (057) Mobfle Home (058) Other Residential 123) Collectio� Fee Exempt [� Yes [] No How Qeterm(ned PARKS AND RECR�ATION FEE Land Account Land Credit Land Total Recreation Account Rec�eation Credlt Recreatlon Total Zone TOTAL AMOUNT $ l 5��, I 3 •`t 4 Exempt ❑ Yes � No How Determined LIBRARY FEE Land Account Land Credit Land Total Facility Account Faciliry Credit Facility Total Exempt � Yes ❑ No How Determ(ned Total Amount �� RESOURCEFEE ERU TOTAL AMOUNT Prepared By _. � �� Checked By NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTIpN PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING O�FICE OF PASGO COUNTY Acknowledgement below does not Imply acceptance of concurrenpe, but slmply recelpt of a copy of this form, placing the bullding permit ownei on nolice of lhis assessment and tha conditions of payment for same. DATE R�CEIVEI] BY RECEIPT NO DATE BY CITY OF ZEPHYRHILLS 5335 - 8TH STREET (ss3)�so-oo20 11205 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11205 Issued: 12/07/2010 Address: 6950 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 1,303,062.00 Total Fees: 177,119.22 Subdivision: FORT KING COLONY Amount Paid: 177,119.22 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: � E� Addr: 1533 SUNSET DR STE 150 Address: �� °t�- �J�� MIAMI FL 33143 �dfst EY-e��pEl—r+--�t�y�le..srP�.��e �� Phone: (305)665-1146 Lic: Phone: (561)242-4814 � - t - 33�0� Work Desc: CONSTRUCT NEW 24 UNIT APT BUILDING IIIA 29,173 SQ FT � � • 1. MECHANICAL FEE 344.19 SEWER CONNECTION RESIDEN' 33,768.00 WATER CONNECTION RESIDENI 10,768.80 FIRE PLAN REVIEW FEES 1,750.38 FIRE INSPECTION FEES 720.00 POLICE IMPACT FEE 6,096.00 FIRE IMPACT FEE 6,552.00 PUBLIC SAFETY 5% 632.40 PARK FEES MULTI-FAMILY 15,913.44 SCHOOL IMPACT FEE/UNITS 44,515.55 SCHOOL IMP T FEE-sfr/ 1% 449.65 TRAFFIC IMPACT FEE 99% 50,466.24 TRAFFIC IMPACT FEE 1% , 509.76 -� ,,/� ��;�� C✓�tl' ��' �� C� �` t /�� ;d , _ 2-�-�a _ �l ,, -� �''�2 �,,-�- � n ��-Q� , �- � ,,.. � �� `� �� ,S�e...� w�� _�-l1 �� 1 �P�rce� �� , �- FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC REINSPECTION FEES: Reinspection fees will comply with Plorida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. �The payment of inspection fees shall be made before any further permits will be issued to the person owning same Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." , 1 CT RS SIGNATURE PERMIT OFFI � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER R"' � i..�'fitlttHt.. i►'�.KN9d t t tN4i UAitR ��1ld�ili� f tl�� 1�:�� PA�O Gf]�lNTY, FL..pRxU�4 �� - � � ;� �.. U �TE�"t Ms C3�7�r� i ��. " . ��$U�"ti , �� W R�'11i�PtT M�t.t, . � ��r��'�� r 4i2*�5�� D�'c : �'01 �d � �9t�i ��:Fl��l� t��' �G� ri �4� ��'�'1'`. , �'$Te �4�AM� Irl�.. ��:'� . . �ft � Ci�Ci�. � �?�4a . Q3—�6—;,�I—Oi)�.t}wU ]. �3t}0�-�QOt�4� ' RF' 412t1� � C�1't'Ftt�i►C'Fi�R s� U 17�'w�S TU'TAL. Ap4f�lJN'T�t 4QOl� � C:CMT GUMF'NY ACGt�'� G'�iVT�:.F+ AMQUN'� DE�RiPT�UN�PE.kMT DArA t3�'CR :t :l �4 �t4"ffl -• ��r3000 �- � �Ob . �.� �t�►�t ' St�:�'�? W�Y� �'E� eS0 �CEIV�� I�Y _...._ . ��.�.i....._.__..».._..».._.a.._........_.........»............,...... _ � � P _ i v . . . l "'_ ; �C':: '� <<� ' `' t�'� . � , � ,. - ' `�: I ` + � F `.i . ' " � : :T- .. _ ' �; y e , ' - �t � - .. . ' ' ' ` ^ � � • • - � . ; . M ` F 1 � S a� U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Enviro�merKal Sciences Co�struction AAaterials Testing • Threshold Inspection • Privata Provider Inspection 9802 Palm River Road • Tampa, FL 33619 • Ph (8131740-8506 • Fax (8131 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Building Pad #3 6950 Vista Lago Loop Permit #: 11205 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the opportunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectf�!�ly submitt�d, UNIV�RSQL ENG�NEERING SCIENCES, INC. Certificate of Authorizat:on No. 549/G633 �� `� 5/�i',��'�/ ark � . Hardy, P E. Tampa Branch Manager Professional Engineer No. 57233 NEW CONSTRUCTION- SOIL TREATMENT CERTIFICATE For Nee Prevention of Sribterranean Termites (As required by Florida Building Code (FBC) 104.2.6) Chemicat and Concentr�tion �,.nf',� �('` a^ Product: �°Premise-.OS% (Imidacloprid) �.`� Bora Care 23% (Disodium Octaborate Tetrahydrate) (Otl�er Chemicals: ) �-. � Iiuilder Name: °� " � °' i; �"� v� �' � Pernrit #: ��•Z OS Customer #: � g s Address: >'1� �� ` �" ' �� `.��'i.��, �`��-� Lot � a '� - ;;_ Block � — a . � .. Date Time Sq. Fc�t Linear Ft. Ga/lons Soi! Treatnrenrr 4 � �,t i t,.� � � °' 4 �" ' ° ,. � ; � �,� Foundation Re-Treatment - Drive��ay, Pads & Patios Pool Dcck ' ' Final Pcrimcter Applicator. � "� �„�� '`, Tri-S Pest Control Service State License #: Z003 ' � 802 Ji: iVatersAventre Tampa, Florida 33604 P/ro�re: (813) 936-5850 '- As per 104.2.6 - If soil chemical barrier method for trealment pre�•ention is used, final exterior treatment shall be completed prior to final building approvai. * If this notice is for thc final exterior treatment, inifial urrd dateYlr:s li�re " � `''-`` i Initial Date Tri�S' Pest Control Service 802 W. Waters Avenue Tampa, Florida 33604-2946 (813)936-5850 ! Addnss Inspected or Treated: j��t�� LOO� Inspected on for Wood Destroying Organisms Dste Treated on 1��i / i l for: ((:/,ec� dl a�prr�nriote rreatn�irl.$) D�e - ,� Subttrranean Termitts _ Drywood Ttrmites _ Wood Bores _ Moismre Control -_ Powder Post Beetle _ Other Inspectors Name:� �lP - ' ' NEW CONSTRUCTION- SOIl TREATMENT CERT�FICATE For ehe Preventlon of Subterranean Terarites (As required by Florida Building Code (FBG� 104.2.6) �'hemical anrl Concentration �;� . ...�, Product: Pre�mise .OS% (Imfdacloprid)� Bora Care 23% (Dlsodium Octaborate Tetrahydrste) (Other Chemfcals• � Builder Name: � ° � , � �, P�t #: : il ao s G1�stomer #: Address:� � , � ,.` _ r � ��'° �' � Lot Block ` �'- +..� �" �.: � �+� , Date Tlere Sq. Fret LJwear FL Gailo�rs Soll Trartpeu+n Foundation Rc-Tream�a�t _ Driveway. Pads & Pallos Pool Deck X i ti's .�� :' �.- ,- °`f°' � Final Perimeter Applicator: ' Trf-S Pest Control Servlce State License #: 2008 802 W. iVaters Avenue Tampa, Florida 33604 Pl�one: (�413) 936-S8S0 As per 104.2.6 - ltsoil chamical barrier methocl for treatment prevcntion is used, Cnai exterior treatment shnll be complctcd prior to final building approval. * If tWs aot�ce is for the IInat exterIor treatment, Initial and date t/its llne � "'.�t �;' �( Lritia! Dete Tri� Pest Control Service 802 W. Waters Avenue I11�PORTAIVT Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DO NOT REMOVE Fermaaent Notice of Termite Protection (a§ requir�3 by Florida Building Code (FBG� 104.2.7) -�._�R�.�� i Address o eatment r Lot� $� � 1 This structiu+c has been treated for the prevcntion of subterranean termites by the . above named company. An annual inspection and a renewal of the azmual termite protection contract is necessary for continued protection: Call the phone number above for inspection and c.ontract renewal. 6950 Vista Lago Lp- Building 3- 29,173 sq n- 24 units Building Type III A 1 st Floor-100-107/2nd Floor - 200-207/3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 49170 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildi surcha $ TOTAL S 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ TOTAL: S 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL. $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 � FIRE $ 6,552.00 5% $ 632.40 TOTAL: S 73,260.40 24 units SUB-TOTAL $ 65,264.58 PARK IMPACT FEES S 15,913.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0°k $ 449.65 TOTAL: = 44,965.20 """*'Pay Bntire pertnit fes Of =777,119.22""' OR 25% of TIF at permit pick up and remaining 75% of TIF before Pre Meter T I F'S : S 50,976.00 99 %$ 50,466.24 (25% of TIF) 512,744.00 + i65,264.58 = 578,008.58 due at pertnit pitk up 1% $ 509.76 (75°� TIF Fee) 538,232.00 +560,878.64= 599,170.64 due b4 pre meter TOTAL: $ 177,119.22 5ubmit by Email Print Form sis-�eo-oo2o City of Zephyrhills Permit Application ./ / --� - Building Department /f� // �� '� �E:J U � �� Date Received -' 3� Phone Contact for Permittin /� Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number Fee Simple Titleholder Name King Investments, LLC Owner Phone Number Fee Simple Titleholder Address � 409 Tech Boulevard, Suite i Tampa, FL 33619 �oe aoDRESS e ephyrhills, FL 33541-2503 �or #� SUBDIVISION 1 iP �-� �+ •""" "`9" '' H ppRCEL ID# 3-26-21-0010-01400-0000 (OBTAINED FROM PROPERTY 7AX NOTICE) WORK PROPOSED B NEW CONSTR e ADDlALT � SIGN O MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM � OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � OTHER DESCRIPTION OF WORK 24 unit apartment building (Building Type )Ce'Rry 1�' BUILDING SIZE hree sto �� SQ FOOTAGE z�343 HEIGHT 37'0° �� Q BUILDING $ VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ (' rj AMP SERVICE � PROGRESS ENERGY Q W.R.E.0 v� Q PLUMBING $ � MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS 9 9 �� FLOOD ZONE AREA �YES �NO BUILDER �` COMPANY First Florida, LLC SIGNATURE � REGISTERED Y/ N FEE CURRENT Y/ N Address License# GC1508917 � ELECTRICIAN � COMPANV Adkins Electric InC. SIGNATURE rxEGis7EREO Y/ N FEE CuRRENT Y/ N Address License # EC0000411 PLUMBER � COMPANY ulf Coast Plumbing of Central Florida, Inc. �� SIGNATURE REGISTEREO Y/ N FEE CURRENT Y/ N Address FCO24520 �� License # MECHANICAL � � COMPANY ri Air Conditioning If1C. -� SIGNATURE REGISTERED Y/ N FEE CURREN7 Y/ N �� Address License# AC1816078 �� OTHER COMPANY ayne Automatic Fire Sprinklers, Inc. � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Tampa, FL 619 License# 9846 RESIDENTIAL Attach (2) Plot Plans; (2) sets oi Building Plans; (1) set of Energy Forms; R-O-W Permd for new construction, Minimum ten (10) working days after submittal date. Reqwred onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Factlities 8 1 dumpster, Site Work Permit for subdivisions/large pro�ects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page, (1) set ot Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date Required onsde. Construction Plans, Stormwater Plans w/ Slt Fence installed, Sarntary Facddies 8 1 dumpster Sde Work Permit for all new projects. All commercial requirements must meet comphance SIGN PERMIT Attach (2) sets of Engineered Plans ""PROPERTY SURVEY required for all NEW construchon Directwns Fill out applica6on completely Owner 8 Contrador sign back of application, notarized If over 52500, a Notice of Commencement is required. (A!C upgrades over 55000) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authonzing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Seivice Upgrades A/C Fences(PIoUSurvey/Footage) DrivewaysNot over Counter if on public roadways .needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco Counry TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended) If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO W : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWIC O VEM�NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 17. �� 1 «- OWNER OR AGENT CONTRACTOR Subscribed and sworr�to or affirtned bef e Ihis j QLE � Subscn�bed and_ to or affirm d befo �rt}e this ..�0lA bY J611 LI1C11J"1�� 12f�'�i'(. I�Z�. �� Who is/are personall own to me or has/have produced Wh are ea�c��an� r��wo to me or has/have produced j identification. as identification. i � �i�� _ Notary Public � Notary Public Commission No. Co mission No. me o�jy,ijary ty d rin of s ed Name of Notary typed, printed or stamped �"' ''st �of�ry Pubhc Sta�e of .Florida f; 8tavrouia Ke►eaidia �ct''a�.:Oe � FABIANA R. CABEZA ��uly Cortrmisaidn oD6417a5 �� * MY COMMISSION # DD 632001 �or R �P�+'es 01l18/201d EXPIRES: April 29, 2011 N qr EOF F ��e� P Bonded Thru 9utlpst Notary Services 6950 Vista Lago Lp- Building 3- 29,173 sq ft: 24 units Building Type III A 1st Floor-100-107/2nd Floor-200-20713rd Floor- 300-307 S61. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 buildi surcha e $ TOTAL S 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTA�: S 44,536.80 WATER METER: $ WA IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: S 2,470.38 PUBLIC SAFETY II�ACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5 % $ 632.40 TOTAL: S 73,280A0 24 units SUB-TOTAL $ 65,264.58 PARK IMPACT FEES t 15,873.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 """"'Pay entire permit fee of =177,119.22"" OR 25% of TIF at permit pick up and remaining 75% of TIF before Pre Meter T 1 F'S : S 50,976.00 99% $ 50,466.24 (25% of TIF) 512,744.00 + 565,264.58 = 578,008.58 due at permit pick up 1 % $ 509.76 (75%TIP Fee) f38,232.00 +560.878.64= 599.110.64 due b4 pre meter TOTAL: $ 177,119.22 6950 Vista Lago Lp- Building 3- 29,173 sq ft: 24 units Building Type 111 A 1st Floor-100-107/2nd Floor - 200-207/3M Floor- 300307 S�. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNOER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUNBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,977.00 bulldin surch $ 437.60 TOTAL S 5,414.80 � SEWER: $ 33,788.00 WATER: $ 10,768.80 IRRIGATION: $ TOTAL: S 44,536.80 WATER METER: $ WA IRRIGA710N METER $ WA FIRE DEPARTMENT FEES PLANS TOTAL: $ 1.750.38 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL• S 2,470.38 PUBUC SAFETY MAPACT FEES POLICE $ 6,096.00 FIRE $ 8,552.00 5% $ 632.40 TOTAL: S 13,280.40 24 units SUB-TOTAL ; 65,702.18 PARK IMPACT FEES S 15,913.44 24 uniGs SIP'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 4a,985.20 '"'""'"'"Pay entire permit fee of 5177,558.82"'""` OR 25% of TIF at psrmit pick up and remaining 75% of TIF before Pre Meter T I F 5• Z 50,976.00 99% $ 50,486.24 (259G of TIF) 512.744.00 + 565,702.18 = 578,446.18 due at pertnit pick up 1 % $ 509.76 (75X TIF Pss) 538,232.00 +560.878.6� 599.110.64 due b4 pre mater TOTAL: $ 177,556.82 Type 3A 24 units SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ _ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 35.00 DRIVEWAY $ 35.00 BUILDING: $ 3,413.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,987.00 RADON: $ 291.73 TOTAL a 5,278.73 SEWER: $ 33,768.00 $ 1,407.00 WATER: $ 10,768.80 $ 448.70 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ _ PUBLIC SAFETY IMPACT FEES POLICE $ 3,912.00 $ 163.00 FIRE $ 4,200.00 $ 175.00 5% $ 405.60 TOTAL: 5 8,517.60 SUB-TOTAL $ 58,333.13 PARK IMPACT FEES S 15,913.44 $ 663.06 SIF'S: $ - $ 1,855.00 100.0% $ 1,855.00 1.0% $ 18.55 TOTAL: S 1,873.55 T I F'S : S 50,976.00 $ 2,'124.00 99% $ 50,466.24 1 % $ 509.76 TOTAL: $127,096.12 �� Zephyrhills Fire Rescue (907 Dair_y Roaci, leph��rhilis, I�L 3i542 i�ice Marshal l3us (813) 7b0-00�41 Kerr•y 13arnett }�ax ($ I 3) 780-OU�� k:-mail: kbarnett�a;firc:.lephyrhills.fl.us Plan Review #: 10-105 Project: New Construction Number of Pages: 91 September 17, 2010 I have received and reviewed the revised plans for the construction of the several types of 3-story apartments located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Separate fire alarm plans by the alarm contractor shall be submitted along with cut sheets of all devices and battery calculations to obtain a permit to perform this job. 2. Separate plans by the underground fire line contractor shall be submitted along with cut sheets of all pipe, fittings, and valves, etc... to obtain a permit to perform this job. 3. Separate plans shall be submitted by the fire sprinkler contractor along with ca(culations, cut sheets on all valves, sprinkler heads, pipe, hangers, etc...to obtain a permit to perform this job. 4. Lightweight truss and floor signs are required to be installed on the building at the main door and every ] 00 feet. Sign shall be an "RF" sign and installed at a height of 4-6 feet to the left of the door. (FAC 69A-60.008) 5. Label all access doors to what they are for any utility, etc... 6. Label attic access door. 7. Label meters in accordance to the apartment number. 8. Units B3 and B4 require a smoke detector outside the master bedroom. 9. Ensure penetrations to any rated floor/ceiling and wall are by a listed method approved by this authority. The listed method shall keep the required rating intact. 10. A fire extinguisher and smoke detector maintenance program shall be developed and kept at the main office to ensure they are being serviced at required times. Inspection Required: 1. Rated walls and floor/ceilings shall have a screw inspection for every layer of 5/8" rated drywall installed as well as an overall final. 2. A penetration inspection will be required. Z��Y�t�I�LS FIR� DEP�4FtTMENT 6907 Dairy Road, Zephyrhills, FL 33542 €=�r� t;��i�f Keith VViiOi�ms Bus (813)%80-0041 Fax (813)780-OOa�� FIRE SERVICE USER FEES Occupancy No.: Plan No.: � Contractor. r�' �r�ti �G- Business Name: . o>, Billing Address: /. �,. ,�,�� Business Address: � , �� Business Phone No. Billing Phone No.: Business Fax No.: Billing Fax No.: Contact Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � SitePlan N/C Annual N/C Sprinkler $50 1stAlarm N/C �� Multi Sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N!C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm g� 50 SPRINKLER SYSTEMS (Busi�ess closed until LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $50 STANDPIPE SYSTEM Hydro Undergrounds y45 Sparklers $�pp � Per Riser $50 Hydrostatic Test $65 persystem Fire Works $5pp FIRE PUMP Acceptance Test $45 Per 5ystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/DuCt $5p 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly �SO Annual 26 plus Devices $100 8 System Acceptance $50 Fire Protection $� SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application �SO Annual Wet $50 OTHER � Waste Tire Storage $5O Annual ��Y $50 Fire WalllSmoke Wall �� pe��l Generator � KW $1pp CO2 $SO LP Gas $25 pertank Generator>30 KW 15p Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annua� KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 per tent Torch PoUApplied $5p OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $SO Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $3p � Nalural Gas Installation $50 R2-inSpeCtion DBL (Per System) (otherthan annual) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL L� ��NSPECTION TOTAL L_ „ I O�/ PERMIT TOTAL � � �L� TOTAL� --- - I / /� �. �D GRAND TOTAL 3 � Comments � Date. � �� (� s� Ins��ctor /� � � ✓/6'�� f Florida Building Code Onl�ne Page 1 of 2 � �� -� ��^ �� - �r , � � � � � �. f� � k � _ � �,�� _ ._ m , r . - _ � �. .- � _ � �. � i � ° - a , j ��' � �� ° - {� �_ �i� Irt s ' 4 _ � � _ g,x "°; E c wE -- .� �u d�, sn. � � -_ ;! g a � _ � � �!-�s� ' - � - - � � - ` ��-- ' - _°-.. � � s _ _ �� '1 - � �•$ �a. _ _ _ - . _ �.�, -- `_ ° ,�.. - - -:. -. ' :�- -� ��_ ��?�� --' -"-- � ' �� ° BCIS Home Log In User Registratwn Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS S�te Links Search R' � �i� . `�, . _ - ' � Product Approval � � � �# i �� USER. Public User �` " Product Approval P7enu > Product or Appfica[ion Search > ApplicaUon Lfst > Application Detail ��rP-�i'�:�#`�'e� �� y ��.�� : , FL # FL13192 �{ - `� j Application Type New ' : �'��"� = ^� ; ' �'`_ .. '.4 i�.:' LQ�7 F�'�- r.. � Code Version ff,� � _.��>,�:� ' � �� _' Application Status Approved �"'`'�`"-� =° ' Comments ��° �: -'_ �_ . �� .. �.�„� �, � { � � ` Archived �?7. -- e=. Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie. com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluati�n Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Fiorida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/OS/2011 Validated By John Southard, P.E. ° Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) f� •//�znxnx� flnrirlal�»il�ii�nn nrn/r�r�r�r nr.r. a4� n�«.. ilt_!"�._T T__ ��r __ rrr� ..T� ... �.. �........ Florida Building Code Online �'a�� t � Standard Year ASTM C1186 2002 ASTM E330 Z002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated 11/04/2009 Date Pending FBC Approval 11/09/2009 Date Approved 12/09/2009 �Summary of Products : l ; FL # —� Model, Number or Name Description i — __ _ — 13192.1 HardiePlank Lap Siding HardiePlank, Cemplank fiber-cement lap siding � � Limits of Use Installation Instructions � ; Approved for use in HVHZ: Yes FL13192 RO II instali-cemplank-south.pdf � Approved for use outside HVHZ: Yes FL13192 RO II Instali-hardi_eplank-hzl0.pdf i , Impact Resistant: Yes Verified By• Intertek Testing Services NA Inc ; Design Pressure: N/A Created by Independent Third Party. No � � Other: For use in HVHZ install in accordance with NOA Evaluation Reports � ', 07-0418.04. FL13192 RO AE HardiePiank Florida An_a_lysis 11-3 PDF FL13192 RO AE NOA 07-041804.pdf � Created by Indepen Th ird P arty: Yes � t3ack ne�ct DCA Administration Department of Community Affairs F/orida Building Code On/ine Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-ZI00 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The S[ate of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: � � � � th�Ift�n ` -1 fiacur�d ,',;2t� YE�ifY �v+•��Ti�tnia ��wan�..��a��+.� i.r .. � ........ � ...«. �� .. � . .� .�4� ....� �......W—__.rT�1Vn__1 T_L_7_A//11_!'�"_T _"__'__ _TTT-_TTT7 1e..w./A//1lll�/� � -y �- �� " � � � - ;�, £ ..�3'�'�"� �� c- �� ,�,�,.�,- � — �_ � � �� - � :�� . = J�;-:-� � `,..; � >_.` r � � ;t a�� s . � :L ;�., ;� ' ; � ' r��= - _ �:-, � �,�� i .�;� ��? �''t� ., � , F�� EFFECTNE AUGUST 2008 CEDAR SMOOTH -• BEADED CEDAR A BEADED SMOOTH = COUNTRY ROUGHSAWN r;� ''�. r ' �° tt _ � � 1 � i _ h� � ; !'G,:`a4� oY�T� f I ` �� ' � ` �- ' � 1L.L� �_c1 _; �- � _ b _ ' _- _ � i. I . _ � $(- - `�` - ' t � ` i' ) k� --� 1''; -- � '�'i�iJ T! � i �t' il��,.��.i� i -. _.. . ._ t . ._ �'Kla' -3�7! r- .il� 1 �l �t t? �i� f .:�til� - 1 _ / �;1 s i t ` - l� � ., .� �_. :�t THE 'KOI,I�I, � Of'�l_ � r�r�r� � : `� �°� ��';��.��Y � . �s.��1 ��°� �i A"� �� :'l��t� 3 ��T��lC`��5 Store flat and keep dry and covered prior to installation. our000RS INDOORS 1. Position cufling station so ihat wind will blow dust away from user 1. Cut onty using scae and sn�, or shears (manual, eiechic or pneumahc). Installingsidingwetorsaturated antlothersinworkingarea. 2.Pasitioncut6r�Jsta6oninwel(-ventilatedarea may result in shrinkage at butt 2. Use one ofthe fdlowing methods: joints. Carry planks on edge. a. eest i. Score and snap ii. Shears (manual, electrie a pneuma6c) • NEVER use a power saw indoors Protect edges and corners from b. Better. i. Dust reduang circular saw equipped with a - NEVER use a arcular saw blade that dces not carry the Nardieblade saw blade trademark breakage.Themanufacturerisnot Hardieblade�+sawbladearbHEPAvacuumextrac6on - NEVERdrjsweep-UsewetsuppressionorHEPAVacuum res onsible for dama e caused b c. Good: i. Dust redudng dreular saw with a Hardieblade saw blade P 9 y (onty use for bw to moderate cutting) It11pfOp2r -� _"' �- �- Im odant Note: For maximum rotection lowest res irable tlust roduction the �lanufachirer rewmmends always using "BesP-Ievel cutting methods where feasible. storage and �� `� x �� p P p � P P �� , - h2fld�lflg Of thB -' NIOSH-approved respirators can be used in conjunction with above cufling pracfices to fudher reduce dust exposures. Additional exposure information is available - � at www.cemboardsitling.com io help you determine the most appropriate cu�ing method for yourjob requirements. If concem still exists about exposure levels or you product. ,, do not comply with the above prac6ces, you should always consuft a qualified industrial hygierwst a contadthe Manufacturerfor fudher information. soo�a�os ?�4�v�'��.. ��.t,��°-.��r��=��`A��` • Cemplanlc� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing`. Irregularities in framing and sheathing can mirror through the flnished application. • Cemplankk�" lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners} are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). • Maintai� a 1" - 2" clearance between Cemboard products and roofs, decks, paths, Steps and driveways (figs. 4, 5& 6). Figure 1 Double Wall Single Wall • Maintain a 1/4" clearance befiroeen Cemboard products and horizontal flashing (fig. 7). Construction Construction • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding Water-resistive barrier let-in braang & trim (fig.8). ay �,� o � za° o.o. m�. • Install kickout flashing at roof-wall junctions (fig. 9). ass 5neatn��9 _ • Adjacent finished grade must slope away from the building in accordance with local � —"� ' building codes - typically a minimum of 6" in the first 10' %" � � • Do not install Cemboard products, such that they may remain in contact witn -i"' i ; standing watec � • Cemplank� lap siding must be installed on vertical wall applications only. � `� • DO NOT use stain on Cemboard products. - ; -; �IV$TALL/�TION; JOINTTREATMENT* ' --� (Required for factory Built Color Finish, Recommended for Primed product) ';_ � It is not recommended to use caulk at field butt joints. _ I °�� Figure 2 water-resistive stud ' _� Y 4 4 ;`{-'� barrier ° _ ��iiii/'��•� i - - __ o o ° o � � plank -- joint Aashing" � 318" fran � o o ` o�� o plank edge ° oo - o o ° water•resistive install planks in � I ' barrier 0 - o0 0 m°dera�e contact I ° o '� o � o fastener � o // o 0 0 0 0 ° Install a 1 114" starter strlp to � o � o ensure a wnsisfent plank angle 0 0 Install factory finished edges together at butt joints. �ave appro��a�e �aP netween ' If only nailed to sheathing, plank can be a maximum 9-1/4" wide and must be face nailed at 12" o.c. wiih 0.09' P�ks and alm, then caulk•�• - shank x 0.221" HD x 1.5" long corrosion resistant nails. '"As required by local building code "'Apply pulk in accordance with caulk manufacturers written application inshuctions. WARNING: AVOID BREATHING SILICA DUST �emboaid' Produas cpnhain resplraWe aystapine sillca, whkh is knam to the State of CaWomla to cause cancer and Is cwnsWered yy U1RC and NIOSH to be a cause of cancer from some occupatlonal sourcas. Breatldrg excessNe amounta d resplrable sllk;a �st can also cause a dlsabung and pote�alry fatal lung dlsease called sdkwsls, ard Iqs been Ilnked wilh other dlseases. Some atudles su�gest smoking r�y inaease these risks. DurYg ir�stallaHon w handling: t) work in outdaor � with ample ventilation; (2) use fiber cenient shears ior adting a, where nd fe�ible, use a Hardieblade saw blede and dust-reducing circWar $aw attac�ed �O e HEPA vacuum; (� wam oll�s in the immediate area; (4) wear a propery-tAled, NIOSH-approved dust mask a r g �• applicaWe govemment reguladons and manuFai,iurer instnxdions to �r limitresprabla silica ex p �� (e. . N-9 m accordar�ce wfth ��, �b ow k�t�letlon Instructlais �d Material Safery Data Sheet ava'dable �ww�y.ce or by �ng 1�T/- FAIL RE TO A�E TO OUR W RNINGS, MS0.S, AND INSTALUTION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. � CEM0802-P1/4 9/08 Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard products surfaces, flashing and counterflashing requirements for clearance between the Cemboard� products and and decking material. shaii be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure s driveways. Provide a 1" - 2" clearance between the scUd roofing and the bottom edge of the water-resistive �� siding water barrier �i Figure 4 resistive siding and trim. � � �'`� � � bartier Flgui'e 6 concrete �� deck matenal -- - - ' � �� - 2 �� found`ation 1"• 2" �� 1" - 2" _- —_ � i � � , � - � _ - - i �=L[�� - joist flashing _ `c ` ; � � i -- i ��_'��_ led er �i_� Cemplanl� 9 `i ��6" min. lap siding - - -- - Aashing Figure 9 . ;', �C�i.�� °�..�5��:: - Maintain a 1l4" clearance Maintain a minimum 1" gap StePAashing /`,, �' Because of the volume of water that can pour between the bottom of between gutter end caps and SelFadhedng� ' down a sloped roof, one of the most critical mem'��^a flashin details occurs where a roof intersects Cemboard products siding & trim. r�'� _. --- } 9 and horizontal flashing. � j a sidewall, The roof must be flashed with Do not caulk gap Figure 8 ��e step flashing. Where the roof terminates, , �q� install a kickout to deflect water away from Figure 7 o�p�a� the siding. ._--- S�a��9 It is best to install a self-adhering membrane on the wali before the subfascia and trim Caulk 1I4±gap S;d;n9 ��aP boards are nailed in place, and then come -• j� '" = back to instail the kickout. � Y i `��' � -'<'�;� . � fascia Figu1'e 9, Kickout Flashing# To prevent water from dumping behind the siding flasn�°9 and the end of the roof intersection, install a"kickout" of sufficient length and gutter and end cap angle to direct the water running down the roof away from the siding. i"�'v9�� R��t��R��J Blind Nailing is the preferred method of installation for all Face Nailing should oniy be used where required for high wind areas and must not be Cempiank� lap siding products used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2" long) � 6d (0.113" shank x 0.267" HD x 2" long) • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09" shank x 0.221" Hd x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 114" long � Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast� nails or equivalent � ET & F pin or equivalent (010" shank x 0.25" HD x 1-1l2" long) (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1!4" into metal framing. Nails must penetrate minimum 1l4" into metal framing. OSB minimum 7116" OSB minimum 7116" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)* • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) za° ---- • Ribbed Wafer-head or equivalent (No. 8 x 1 518" long x 0.375" HD). � I �� — O.C. max. � stud _� 24 Figure 10 Figure 11 " , t 1la^ min. O.C. max. overlap water-resistive Minimum overlap barrier o for Both Face ' i �_ and Biind Natling � - - , °, biind nail - ' _ _ _ _ ° -- � ; � 314"-1" _ - " ' � � 0 min. 1 1/4' � � face nail � _ � o overlap � � i i } i � � � water-resistive i � water-resistive � barrier 1 1/4" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The illustration (figure 9) and associated te� was reprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription ir�ortnation, visit www.jlconline.com. " When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. *' Also see General Fastening Requirements. CEM0802-P2/4 9/08 _. .. ._,�.�...�.. �,m,.,.�,..�:K.�«.<,;�. .�s�d�?> :��:� r�� FA=��' P��t��s =�� }: �f��T "r�' °� • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind toads. Elecfro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be appiicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized Locai Building Codes have specific jurisdiction. Consult the manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compiiance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large bodies of water, or in • Fastener heatls should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) �' j�- �>�� 7��i�1� • For wootl framing, under driven nails should be hit flush to the plank with a Cemboard products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is high�y recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, � help control the depth the nail is driven. If setting the naif depth proves �� ' Caulk 8� � difficult, choose a setting that under drives the nail. (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply for installation do not under no r,or to steel framing). Figure A Figure B drive nails STAPLE -� ��t��_��i�� :��I�i�`I�� For best results use an Elastomeric Joint Sealant DO NOT use stain on Cemboard products. complying with ASTM C920 Grade NS, Class 25 or Cemboard products must be painted within 180 higher or a Latex Joint Sealant compiying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers speciflcations. Back-rolling is recommended if the siding is sprayed. .u�,�a i QRY �UiLT y�L�C�R �'��L�c�'1°' C�al1��l��, �'::��C�#-�� N��i�ATE • Touch up nicks, scrapes and nail heads using the Factory Buift Color technology touch-up applicator Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Cemplank� !ap siding with Factory Buiit Color technology. • Laminate sheet must be removed immediately after instailation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. • Treat ali other non-factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer ''�1�TlNG CEMB�AFfL��' �IDlNG A�ii31'�INt PROQt3C �"� YJ#7H �=ACT'JRY �liiLT COLOfi T�E�FiNQl�C}GY When repainting Factory Buiit Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally nat necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oillalkyd base paints on Cemboard products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature "�C)VERAGE CHARTlES°�iiVlATiN� G�:1�E Number of 12' planks, does not inciude waste COVERAGE AREA CEMPLANK� LAP SIDING WIDTH LESS OPENINGS SQ 5114 61(4 71I4 7112 8 8114 9114 9112 12 (1 S(1= to0 sq.ft.) (exposure) 4 5 6 6114 6 3l4 7 8 81l4 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 �0 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 1 3 325 2� 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 » 425 340 283 272 252 243 213 213 158 1 8 45U 360 300 288 267 257 125 225 167 19 475 380 317 304 281 271 238 238 177 Z� 500 400 333 320 296 286 250 � 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECAGNITION: N acoordance w� ICGES Lepar�r Report NER-005, Cem�dP lap alding b re�Yzed a� a suihayb aA�nate to tl�at spedfied h: the BOCA Natlonel BuYdkg Code/1999, the 1997 Standab BuAding Code, the 19A7 Unffam BuIlding Code. Ihe 1998 Intemational Ono-and Two-FaHpDwaRng Code, the 20031n0�matlonal Buildkig Code, and the 2003 Mtemational Resldentf� Code fa One-and Two- Fam�y Dwd9r�gs• Carplank' IaP ak5�9 is abo recogn¢ed fw appication in Bie fdbwfng Cly d Los Angeles R� Repat No. 24882, St�e d Flaida �aUng FL#889, Dade County, Flaida NOA No. 02-0729.02, U.S. Dept M HUD � Release 1�3c, Texea Deparlmwd of Insurance Rwh�cf EvaM�alion EG23, Cily of New Yak MEA 713-9�M. �d Cal�omia DSp pA.p19. These documents should also be consuRed {a addltlonal Ndametlon emce�Nng Iie sullabll(ty of Nda product �r apedflc apptcaypre. CEM0802-P3/4 9/08 - � �Q � �JamesHardie Hard�ePlank LapSiding �/ � EFFECTIVE APRIL 2009 ii'3SIHLL,41IU(`li�EI�UIRE�vltidl�-PRINiEDi�U�LUiiPL'u`� i�RUD'u'1,15 Visit�;v��,,�;.�resi�;;ruie��u��forthemostrecentversion. SELECT CEDARMILL� - SMOOTH • COLONIAL SMOOTH� • COLONIAL ROUGHSAWN�* BEADED CEDARMILL� BEADED SMOOTH - STRAIGHT EDGE SHINGLE PLANK i(41POF`,��? �' FAILUR� Tti INS1"ALLAND FINiS�i Tl�.� �'RODUCT Ilv A�;COR�tt�v�� Wf'±4� A�'F� ICAB[.E �UIL�Ii��C; i;i>Ci��;;�; ..,,:.ri�;�� €�;tl;C�l� �� i i EN �1€'�'LICATION lNSTRU�TIONS fv1AY LE�1� �U t Et�Sf3N�i.. INJIJRY, �� ; �; �Y�'��ri P�RFt�R�ANC�,'a1+:�i�TE LiiG��. �UI�_ll��lt� ��UC��- ='�Nil V�ID TNE P�O�UCT �NLY NlARRANT`i. BEFOtiE 1NSTC�tAiION, COPdFIRM TP1r�i �;��i f3RE USIPa�� i�iE GO�R�CT NARDlEZDN[ :�U��a Nl��l"I{:i��:�,. If��TAi�LATl�}N �� HZ10T"} PR�DUCTS Ol1TSIDE�P! HZ10�r.� LQCATION WiLLV01C�'��3i)t� WARR�i�[TY, i0 DETERMINE WNIGI-� �j-`:�G9!�l�i�i� �1�'r,� ��:<., �t3 YOUR LOCATION, ViSIT WWW.HARDIE�ONE.G��i �� CALL 1 a6�-�42-7343 (�66 �HAt�DIE) �Tt�RAGE & HANDLIN[;: 0 CUTTING 1NSTRUCTIONS Store flat and keep dry and oUiDOORS INDOORS covered prior to installation. Installing 1 Position cutting station so mat wind will biwv dust away from user 1 Cut onty using score and snap, or shears (manual, electric or pneumatic�. and others n working area 2. Position cutting station in well-ventilated area siding wet or saturated may result in 2. Use one of the folbwing methods: shrinkage at butt joints. Carry planks a. Best: i. Score and snap p. Shears (manual, electric a pneumatic) NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust reducing Circular saw equipped with a - NEVER use a circular saw blade that does not carry ihe HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade'° saw blade and FFPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing c�cular saw wiVi a HardieBlade saw blade responsible for (only use fa low to moderate cutting) damage caused i ortant Note: For maximum otec6on owest r rable dust oduction , James Hardie recommends atwa usin BesY'-level cuttin methods where feasible by improper �' p� on p esp pr ) ys g° g storage and ��-aPPr� resprators can be used � conjunction wiU� above cutting pract�es to tur�her reduce dust exposures. Additional e�osure information is available at www.jameshardie.com to hep you tletermne ihe most appropriate cuttYg method fa your job requrements. If concem still exists about exposure levels or you handling of the product. do not compy witli the ahove pracUces, you should always consun a qualified industrial hygienist or coniaci James Hartlie fa further information. sor�a�,u�, ,ENERAL REQUIREMENTS: • HardiePlank� lap siding can be installed over braced wootl or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing antl sheathing can mirror through the finished application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. E�ra caution is necessary it power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local builtling code requirements. The water-resistive barrier must be appropriately installed with penetration antl junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap'"' Weather Barrier, a non-woven non-perforated housewrapl, which complies with building cotle requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building pigure 1 Double wall Single Wall codes - rypically a minimum of 6" in the first 10' Construction Construction • Do not install James Hardie products, such that they may remain in contact with standing water. Wa�e�-�es�s��e baR�e� let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only Piywood or 24 o.c. max. • DO NOT use stain on James Hardie� pfOdUCtS. OSB sheathing - INSTALLATION: JOINT TREATMENT' ��' F"- (Required fa ColorPlus� Finish, Recommended for Primetl product) '¢'° y�` t" James Hardie dces not recanmend ihe use of caulk at field butt joints. '� '.;�, � e Figure 2 st d water-resistive 6arrier n iiuiu�t" Gom o�� plank joint flashing" � � � o o � � plank edge install planks in ° ° moderatecontact oo ° ' 0 oo a � WaTer-resisfive ° � barrier ��° o 0 0�� 0 fastener �; ,,;, o o p o o � Install a 1 1/4" starter strip to Install factory finished edges together at butt joints. ° 0 o ensure a consistent plank angle 0 0 'For other jdnfing options, refer to local building code or NER 405 _ *'As requued by local buildirg code *"Apply caulk in accordance with caulk manufacturers written appkcation instrudions. �eave appropriate gap between ' For addil'anal infamation on HardeWrapTM Weatl�er Barrier, consua James Hardie at 1-866-4Hardie or www.hardiewrap.com P�anks and trim, men cauik••• WARNINCa: AVOID BREATHING SILICA DUST James Hardie° produds contain respfrable crystaNne si6ca, whieh is known to the State of Cal'rfania to cause cancer and is considered by IARC and NIOSH lo be a cause of cancer from 5ome occupatlonal sarces. &eafFdng exceuive amounts of respYable s�ca dust can also puse a disabkng and potenNally fatal hmg dsease caAed s�Aco�s, and has been Iinked wlth other diseases. Sane sludies supgest smokng may Inaease tl�ese rlaks. DurY�g �latlon a handWg: (1) wak in outdoor areas wNh ample ventilatlar, (2) use t�er cement shears for cutling a, where nd feasfble, use a HardleBlade saw blade and dust�aduang a�ular saw a�ied lo a HEPA vaawn; (3) wam oU�ers In Ihe irrNnedlete area; (4) wear a popedgfiUed, NIOSH-apprwed dust mask or respfreta (e.g. N-95) In accordance with applicable gwemment reguletlans and rtianufadurer Instructlons W furtl�r Nmit respirable siGca exposures. Dudng dean-up, use HEPA vaaums ar wet deanup methods - �ever dry sweep. For further informatlai, refer to our i�on Instructlons and M�ial Safety Dala Sheet avaNable at www.jameshardle.com or by calrng 1�0-9HARDIE (t-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALtAiION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. �� HS0920-P114 4/09 .,,�..,........�. _.s . _ � _.,�.,..._,.�... _...w..m� „��..�M.�R«..�. .�. - y >o� ��`'� '� ` At the juncture of the roof and vertical Install siding and trim products in compliance Maintain a 1" - 2" clearance between surfaces, flashing and counterflashing shall with local building code requirements for James Hardie products and decking be installed per the roofing manufacturer's clearance between the bottom edge of the Maintain a 1" _ 2" clearance material. instructions. Provide a 1" - 2" clearance sid�ng and the adjacent finished grade. between James Hardie Figure 5 between the roofing and the bottom edge of products and paths, steps the siding and trim. FI ure 3 water g stud and driveways. 51 d�"9 resistive wafer-resistive i�� p � bamer Figure 6 barrier �--' . - Flguf2 4 lQ — ��i' � � deck matenal �� 2 concrete � � I ' - � �" '� foundahon �I - - -. —�1 t".2^ � �-_ � — 1 � � - _ _-- joist flashing — °�^ ledger HardiePlank� flashing o '�6"min. lapsiding FIgUf@ 9 ,., / . Maintain a 1/4" clearance Maintain a minimum 1" gap StepAashmg /', `� ,' ��-�T �� between the bottom of Jaines between gutter end caps and 9,� Because of the volume of water ihat can pour down Sell-adherin / ^,emba°e \ a sloped roof, one of the most critical flashing Hardie protlucts and horizontal siding & trim. �� details occurs where a roof intersects a sidewail. flashing. Do not caulk gap. Figure 8 �� ✓��csm��e The roof must be flashed with step flashing. Where h� the roof terminates, install a kickout to defiect water Figure 7 "' µ�_ away from the siding. Dnp eAge s�d�n9 �� = It is best to instali a self-adhering membrane on the Do not 1/4�gap sid�ny � wall before the subfascia antl trim boards are nailed Caulk ousewap -� i;; �`', in place, and then come back to instali the kickout. F siasnm9 �3r `�� i�- tas��a F�9ure 9, Kickout Flashing; To prevent water from dumping behind the siding and the end of the roof intersection, install a"kickout" of sufficient length antl angle to tlirect the gutter and end cap water running down the roof away from the siding. FASTENER REQUIREMEN°�S ** Blind Nailing�is the preferred method of installation for all Face Nailing should only be used where required for high wind areas HardiePlank lap siding products and must not be used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing • Siding nail (0.09" shank x 0.221 " HD x 2" long) Nails - Wood Framing • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.25" long) • 6d (0.113" shank x 0.267" HD x 2" long) Screws - Steel Framing • Siding nail (0.09" shank x 0.221 " HD x 2" long) • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4" long Screws - Steel Framing x 0.375" HD) Screws must penetrate 3 threads into metal framing. • Ribbetl Bugle-head or equivalent (No. 8-18 x 1-5/8" long x Nails - Steel Framing ' 0.323" HD) Screws must penetrate 3 threads into metal framing. • ET & F Panelfast� nails or equivalent Nails - Steel Framing (0 10" shank x 0 313" HD x 1-1 /2" long) • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" OSB minimum 7/16" • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1 75" long) • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' • Ribbed Wafer-head or equivalent (No. 8 x 1 5/S" long x 0.375" HD). stud z4" -�' ��O.C. max. stud 24 �� Figure 10 Figure 11 O.C. max. - — 1 1!4" min. water-resistive Minimum overlap overlap barrier � for Both Face � � — o' and Blind Nailin ' � � blind nail g � _ _ _ - - ' o� � � 3/4"-1" � - - - I � _� min. 1 1/4" � O 0 0 overlap � face nail _ i } � i � � � � water-resistive � water-resistive 1 1/4" min. barrier overlap barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus• products. x The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF U6HT CONSTRUCTION. For subscription infamation, visit www.jlconline.com. ' When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. a less. '`* Also see General Fastening Requirements. HS0920-P2/4 4109 y >o� t°��l��L �AS��!��JG REI�U��-��i � i�� • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas avhere James Hartlie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. nails. James Hardie is not responsible for the corrosion resistance of . Drive fasteners perpendicular to siding and framing. fasteners. Stainless steel fasteners are recommentled when installing . Fastener heads should fit snug against siding (no air space) (fig. A) James Hardie� products near the ocean, large bodies of water, or in . Do not over-drive nail heads or drive nails at an angle very humid climates. • If nail is countersunk, caulk nail hole antl atld a naiL (fig. B) ;LL�j��(��T�� 5��,�g� • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, � � de th the nail is driven. If settin the nail tle th roves difficult, choose a Caulk 8� p 9 P P add nail setting that under tlrives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for installation to steel framing) Figure A Figure B drive nails STAPLE �AIILKi�VG ��I��TIP�G For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hartlie� products. James Hartlie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100% Joint Sealant complying with ASTM C834 Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back-rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. C�LORPLUS� TECHNOLOGY CAUI�K[NG, TOUGH-!JP � L��MiNATE • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch-up applicator. Touch-up paint should be used sparingly If large areas require touch-up, replace the tlamagetl area with new HartliePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus� product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer PAINTING JAMES HARDIE� SlQl�1G AND TRIM PRODl9�,�S WITH COLORPLUS' TECHNOLOGY When repainting ColorPlus protlucts, James Hardie recommentls the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or miidew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART(ESTiMATiNG GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS NARDIEPLANK° LAP SIDING WIDTH SQ 51/4 6114 7t/4 71/2 8 8114 9114 91/2 12 (1 S(1=100 sq.fl.) (exposure) 4 5 6 6114 6 314 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 - 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Nartlie does not assume responsibility for over or under ordering of p�oduct. RECOGNfTION: In accoMenoe with ICC-ES Legacy RepoR NER-405, HardiePlank lap siding is recogn¢ed as a suAable altemate b ihat spea6ed'n: lhe BOCA Nadonal Building Cadelt999, ihe 1997 Standard Building Code, the 1991 Unifam Bu�ing Code, the 1998 Inlemehonal One- and Two-Fa�ly Dweqirg Coda, lhe 2003 Inlemational Bwlding Code, and Ihe 2003 Intematbnal Residential Code for One-and Two- Family Dwelings. H8rt5ePladc lap sidrg is abo rewgnized for applir,aBon in C�e folbwing: City of Los Mgeles Research RepaA No.24862, Sf�e of Fbride isting FL#889, Dade County, Fbrida NOA No. 02-0729.02, U.S. Depl ot HUD Materials Release 1283c, Texas DepaNr�ent of I�urance Produd Evaluation EG23, City of New York MEA 223-93M, and CaNfomia DSA PA-019. These documenb should also be consulted for additional infortnation concer�g the suifab�ly of Uris producl (or spedfic appkations. HS0920-P3/4 4/09 PRO,iECT RIQ-2159-09 ENGINEERING EVALUATION REPORT F(�R ATTACHING JAMES HARDfE� SRAi�D �-IBER-CEMENT LAP SIDING TO WOOD FRAMEQ WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS. INC 1p901 ELM AVENUE FONTANA, CA 92337 TABL� OF CONTENTS �AGE Reference Reports and Results � Purpose ofi Analysis 2 Table 2a� Caiculated Design laad ( Q93" shank x 2.5" long siding nail) 2 Table �� Caiculated Design load (11 ga roofing nail) 2 Tabie 2c� Calculated Design load (8d ring shank nail) � Table 2d: Calculated Design load (8d siding nail) 3 Table 2e Calculated Design load (6d siding nail} 3 T�ble 2fi Calculated Design load (8d siding nail) 3 Table 2g Calculated Design load (6d siding nail) q Table 3 Pressure to be Resisted for Exposure B 4 Table 4 Pressure to be Resisted far �xposure C 4 Table 5 Pressure to be Resisted for Exposure D 5 Design Wind Load Procedures 5 Table 7 Maxinium Wind Speed (MPH - 3-sec gust) for Various Hardiplank width and Variou5 Fastener Sizes g_�g Limitations of Use �g As product evaluator, the undersigned certifies that the listed products are in compiiance with the requirements of the 2007 Florida Building Code PR�P/�RED 8Y. RONALD OGAWA & ASSOCIATES, INC 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 \\ ��'��»ii�,� 714-292-2602 �� t�,. � • Iw.��ii�� '—"_` ry 714-847-4595 FAX '' �� ,. � �c , : 4 12i ,�t = # _ �� ; �� ; � — • �� , t�'' ' ' �+�6'!� ,6 � w �� '' . �� ,� � � ��e�� F:unaid')ga�,��a and Assoaates. lnc, F9Q1 WarnerAvenue,k"F, � Himtinptnn Bear.h, CP 9"<f49 � 774) 13Z-26C2 ce; %i41847-45J5fax f-'ru�ect f210-2159-6J ,la;��ss tiard�e (}unding P�oduc:s, hu, 11 ,.;}ti+;� !:'t l� 10001 E!:nAver�ue S�'• . �/'��s` �, ''i , F��itar.a, i,A 92337 - _��, 3,;� --d:�� r i-SCO ;142-7:s.g3 _:� J .• � - e . ��'` � .� . d� �` 1`v;�; �',��'.. }- �_ �__ `: �; ` Evaluation Subject: � !� ' `� ��, �1�� ,. , _�, = HardiePlank�+` Lap Siding # �-"" `,�, - � =`�3� � James Hardie Trade Names: '� � � ' ± , t.,� `_ � �,� _. :� � � 4. ; ` �� , � h':ardieFlar.k�J, Cemplank� , , �.� "` ' ' ; - w ^ ReferenceReports: r �� .3 �y . `-.�,i��',�Y', *�'�, ` } i , � ` 1) Intertek - Wamock Hersey - Authorizatron to Mark HaN�ePlank Lap Slding /!�, 4��'d ; ` ��: 4 `�� 3 . ,� ♦ 2) Ramtech Laboratories, Inc Report 10593-9ti/? 345 �ASTM E3301 �i �� 3`` e"' �}� `•�y i '� Tsansverse Load Test, 5/16�' Th;ck by 7.5 inch wide NardiePlank Lap Siding mslaEled on 2X4 W-Fir c✓ood studs �'��±'s :' ! �'' �� ,- , space ai 16 inches on center witti :� 0 093 inch shank t�y U 222 me,h head diarnete; by 2 5 inch Ivng pa:v�amLed sfdinq na:i � 3) Inspectlon f,oncepts Report IG 7034-88 (FlSTM E3901 �'_ � f ransverse Load Test, 5,�ifi" Thick by �J 5 inch wide Hardicl'lank Lep Sidmg uista�led un 2ri4 tier F�r •.voud S.uds space at 16 inches on cente>r rvith a Number i'1 <,�augc: 1-3lA mch long yalvanized roofiny naii 4) Ram[ech Labora[ories, Inc Report 2149-07 10 (C) (HSTM E330) Trans4erse � oad Test, 5/16" Thick by 625 inch wide HardiePlank Lap Siding installed on ZX4 Uou�J Fir-Larcn wocd ;luds ;pace at 16 mches on r,en(erwith an 8A nn� shank box nad, U 173 mch Shaiak by 0.260Inch head rliarneter by 2 375 inch long bj R2mtech Laborafories Inc F2eport 2149-07 � G(E) (ASTM E330) rransverse Load Test, 5116" Thick by 8 25 mch wide HsrdiePlank Lap Siding installed on 2X4 Ooug-PirvLarch wood studs space at 16 inches on centei with a 0.092 inch shank by 0 222 inrh head diameter by 25 inch fonr� gaivanized siding na�l 5) Ramlech L at�oratones. inc RepoR 2341-08-05 (ASTt.1 E330j Transvzrse Load Test, 5;�6" Thick by 9 25 inch wide HardiePlank Lap S+d�ng installed on 2X4 Dcug-Fv-�arch wood stuUs space at 16 inches an center with a 0.092 inch shank by 0 222 inch head diameter by 2 inch Iong �abarnzed sidin� natl 7) Raintech Laboratories, Inc Report 2145-07-ID (F) (FS'fM E930) 7rarsvzrse l.oad Test, 5/16" ThicK by 825 inch mUe tiardiePlank I ap Siding installed en 2X4 Sp�i�ce-Pine-f"ur wood studs space at 18 �rches on center with a DA�J2 mch shank by 0222 �nch head diameter by 2 5 inch long yGivan�zeci sid:ng nail 8} Intertek Testing Services, Inc. RepoR 3166993MID-004 (ASTM E330) Transverse load Test, 5/16" 7hick by ft25 inch wide 4ardieFlank Lap Sidin� installed on 2X4 Spruce-Pine-Pir wood studs space at 16 inches on center with a 0.092 inch shank 6y 0222 inch head diameter 6y 2 inch loqg gaivanized siUing nail Reterences: ASCE 7-05 2007 Florida Building Code 20o6 Intemetional Buildin� CodK?> 2006 I�ternationai Residentiai CoQe�� i2esults: HardiePlank Lap Siding complies with ASTM C 1186, Standard Specihcah'on Jor6rade il, Type A Non-asbestoa fiber-Cemerrf Fiat Sheets. Table 1, Results of Tranaverse Load Testin Frame Design Area Thidcness Spacing Fastaning Uthmate Load Tnbutary Fastenrr Repon Number TestAgency (in.) Width (in } Frame Type (in ) Method FastenerType Load (PSF) (PSF) , (sq fi) Load ;Ibs) blind nail 0.093" shank X - 10593-�J6/7 3S5 Ramtech 0.3125 � 5 ZX4 wood W- � s tbrough top 0.222" HD X 2.5" �2 30.7 0 833 25.n Fir edge of long galv Siding plank nail blind nail Inspection 2X4 wood through tap No. 11 ga. 1-3/4" IG1034-88 Concepts 0.3125 9�5 Hem-Fir 16 edge of Galv. Roofing nad 146-6 48.9 � 056 51.6 pienk 2X4 wood �e nail 8d ring shank box 21A9-07-16 (C) Ramtech 0.3125 8.25 Doug-Fir- �g through nail, 0.113" shank 296 96.7 0.917 9D 4 Larch P��nk X 0.260" HD X overlap 2.375" L 2X4 wood � nall 0.0H2" shank X 2149-07-10 (E) Ramtech 0.3125 825 Doug-Fir- � g tbrough 0.222" HO X 2.5" y53 04.3 0.917 77 3 Larch P��k long galv Siding oveAap nad 2X4 wood face nail 0.092" shank X 234i •08-06 Ramtech 0.3125 8.25 Doug-Fir- �g ��Bh 0.222" HD X 2" �65 55.0 0.917 50 4 l.arch P�aok long gelv. Siding oveAap nall 2X4 wood �� nail 0.092" shank X 2149 (F) Ramtech 0,3425 8.26 SpNCe-Plqe- 16 ��h 0222" HD X 2.5" �68 56.0 0.917 51.3 Fire plenk loqg galv. Siding overtap nail 2X4 wood � nail 0,082" ahank X 3188Q93MfD-004 Interlek 0.3125 8.25 Spruce-P+ne- �g �raugh 0222" HD X 2" �q3,4 47.8 0.917 43.8 Fi � plank long peiv. Siding overl� nail Page 1 Rr, ;a�d Gga•.va and t�ss�caies. 1nc g9pt'P.ame; ^.ve�nin.#37G *iuntin�tan 82acii. i,A ii"�BA:r (7141 292-; 6p2 cel! (�1S)847 �59:�fa: Project RIU-2153-,�9 • Jnrie I!aid:r.t�udd;ny Pn,tlucts Inc , i',(1`: t r ., ;t ;ri.; t_ , i1;?:i.1 r :i7C C ._ l':;4: P�s��ose. � I�is ar,alysis is to determine the maxlmum wind speetl to be resis!ed by ar ass2mbiY of Ha�d�eP;ant, lap sid��g tastened to viou� (raminy �H�th sininn r.a�€s nr raoFn:j naiis 5y proponlonin� tha tribulary area to aach fastener, the design ioad to each Fasterter vd�ll Ue kept censtant By doEng >o. tbe design load !ur va;�oif� Hnrd:eRlank w�dtl�s ar�d stud spacinys wi41 bo determined. fable 2a, Calculated Desiyn Laads Sased on Gonstant Fastener Load, 0.09�" Shartk % 2.5" l sidinc� na41, W-Fir Stvds, fasteners concealed (bliod naii) Cht, w f�v �esults usin�' 5 inch plank values fr�m Report Numpar 1Q593-96i7395 The foilo�vn�c� exampie r+ui riemonstrafe the basic ar,alysis. Des�gn load = ultima,e failure !oadlFOS = 92psFl3 = 30 7psf Aroa tributary = plank width X;stud spacingl144) = 7.5 X(16/744� = U 8;3 square fe�t Faslener loaa =�'esign ioad X tnbukary area = 30.7 X O.B33 = 25.6 pountls Caiculated design {oad = tasYener load tested condition divided hq are�? t�iLulary tur J�e condi6o�� to be. caicufatea I Siud Area qrea �'esign HardieE'+.ani 4`hdth fested Spacing Tribufary pesign Load Pasfener Sfe:d Spacing Tributary t oatl pnchas) Condition {ipches) (sq.ft.) (PSFi loadQbs) nnches) (sy.ft) (PSFt �,Z� 16 D.5B33 43.81 24 0.8750 2y 21 g.y5 16 0.8944 36.80 24 �.OA17 24.53 7.�5 18 0.8056 31.72 24 ':2083 2115 7.5 92 16 0.$33J 90.87 25.56 24 ?-25c�0 20.44 -- � 16 6.8889 28J5 24 ?.3333 1�3.17 g25 16 0.9167 27.88 24 1.3750 18 5'J 825 18 1A278 24.86 2A t.54'17 16.58 g 5 t6 1.0558 24.21 24 :`_�833 iu'.14 12 19 1.3333 19.17 24 2 G0�0 12.78 Table 2b, Calculated Design Loads 8ased on Constant Fastener Load, No. 11ga. RooFng nail i-Sl4" l, Hem-Fir Studs, fasteners concealed (blind naiq Check tcr rasialts using 9.5 inch piank va�ues irom Report Number IG7034-88. Design load = ul6mate failure IoadJFOS = 146.bpsfJ3 = 48.9 psf Area Vibutery = plank width X E5Wd spacing/144) = 9.5 X(16i744) = 1 0558 square feet Pastener luad = design IoaJ X tributary area = 48.9 X 1.0556 = 51.8 povnds Calculated desi n loed = fastenar load tes{ed condiGon divided by area tributary for the condition to be caiculated Siud Area Nea pasign Hard�nPiank Nhdth Tesled Spacing Tributary D85ign Load Fastener Stud Spacing Tributary Load (inches} Condition pnchea) (sq.ft.} (PSF) Load (fbs) (inches) (sq Y:.) {p5F) 5.2,5 18 0.58a3 88.43 24 D.8750 58.85 626 16 0.8944 A.28 24 1.04'17 49.82 7.25 16 0 6058 6d,03 24 1.2083 42.89 7 5 16 6.8333 61.94 24 1.2500 4127 8 16 6.8888 58.03 2d 1.�333 30.89 8.25 18 Q.9167 56.27 24 1.3750 37.51 8,25 16 1.4279 � 50.19 24 1.5477 33.d6 8.8 148.6 16 1.QSS9 48.87 51.65 24 L5833 32.98 12 16 1.3333 38.89 24 2.0000 25,79 Tabla 2c, Caiculated Design loads Based on CnnsEant Fastener Load, 8d (2-318"L) ri�g shank box naii, DPL Studs, fastenen expvsed (face naii) Check for resufts us�ng 825 inch p�ank values from Repnrt Numlter 2149-07-10 (C) Des�gn ioad = uftimate failure IoadiFOS = 296psfC3 = 98.7 p&f Afea trlCutery » plank width X(stud spacing1144) = 625 %(18/144) = 0.917 square feet Fas[ener load = design load X tfibutary area = 9H.7 X 0.917 = 90.4 pauntls Calculated design load = faslene� toad tested condifion divided area Vibutary for the conditlon ro 6a calculated Stud ,qrea _.._ Nea Desig� HardiePlank Width 7ested Spacing Tributary Deslpn Load Faslener Stud Spadng TriDutary Load (inchea) Condition inchea) (s .ft.) P3F) load (Ibs Qnchesy (sq.ft.) (A3F 5.2 18 0.5833 155.D5 24 0.8750 703.37 8.25 18 0. 430.24 24 1.0417 88.83 7.25 18 4. 58 712.�8 24 1.2083 74.85 Z5 16 0.9333 08,53 24 1.2500 72.38 r1(�{I111i11I1//�� 8 16 0.6888 10.75 24 1.3333 87.83 �\, (± �� B.25 288 18 Q.81B7 98.87 90.A4 24 1.3750 BB.78 ` ��ti� \ V��YY/f� f �/i i 925 18 1.0278 88.40 24 1.5417 58.87 �\� , • • ' • • . . 9.6 18 1.0556 65.88 24 1.5833 57 72 � ,•' � A 12 18 1. 3 87.83 24 2.00W 46.22 .` _ +� �'�, � l.i _ �,'iY�� '-�`* - , V �� + ±A � ~` tiJ .5 ;+`; � �i�'� ti ``�� Page 2 ' 'i,�dir�+iV�1��' 1 l ;�cnalc': Oyn,��z ai:d,'-ss�h.r tes, :no. ' S9;11 LKa�ne�r.Avai #3%6 1luntingtor C�„ach, �'N �{2,�+9 ;? ia� 202 260Z :��n (�� i4; O�ti-dF;J' G,x � . �i�c� ..,., �5`, ;i;' .,c::��. t�,.tri, _ �.II,; �..�,.� .. 'u i�: , .��< ..� t;;nt�.rn; ; -Ci3• t �f)t; s�A' ' i; t TebtP 2�!, Ca�culac2d Design loads Nased on Cunstant Fasten�r { oad. 6d 5idi�ig nai! (0.�9?" shr:nk), JFL 5!u�!s !asteners �xnnse�f (tace ar:d; ..c�.k'er rr�,ulls usirg B 26 ir:�.h p�ank �at�ins trvm Rep��rt NvinY,�er 214:)-67 1C ;F) t�es� = ulhn?aiF: failure Ioad;F05 = 253psf;3 = F?4 3 psi Aiea Ud�uta.ry = plank widUi Y(StuQ s�7erinoil4A} = 8 25 X(9f/tR4) = v.J 17 square fecf f�styner ina� = Ucsign IoGd X Inbu4ary area = 34.3 X 0 917 = 7' 3 Go:�nds Calculutnd des�gn load = fastene� ioad tested wndition divided b� area tnhutary for the conri�tion 1a be ca;culated Stud Area Area pasigr= h!ardief'IaniclMdtt; `eut�d :+pac�ng TnUuta'ry OesignLOad Fastener StudSpaai�g Tr!bulary � Load �Incnes� Condiiion (inchesy (sq_ft ) (PSF� Load (lbsl pnches� _ (sq fl } (PSF) 5_25 f6 0.5$33 132.52 24 08750 g8.35 f 25 16 Q.Bfl44 t t 1 32 24 �: 0417 74.21 ~ 7 25 16 Q8056 95.97 24 2Q83 63.38 �., -- � - -- [6 0.8333 92.77 � M 2. ? 25�70 61.84 3� ^ i Fi 0.8Ct8s v 86 97 24 ' 3333 57.48 �25 253 � �6 0.9167 $4.a3 77.31 Z4 � T � 3?50 :i622 9.25 ? 6 1.0278 75.22 -- 24 ? 5417 50 14 � 9,5 i 6 1.0556 73.24 24 7 5833 46.82 �____ 12 _ 16 1 3333 5', .98 24 2.0000 38.B5 7able 2e, Caiculated Design l.oads 8ased on Gonstant Faslener Load, 6d siding nail (0.092" shank), OFL, Stucfs, tastener5 exposed ((arc nail} t;heck for results usi: g 6.25 inch plank values {mm Report Number 2341-08-06 Uesigr load = uitimate tailure �oadIF05 = 1 e�5psf/3 = 55 psf Area ir,but2ry = plank width X(stud sp&e�i�;�li44i = 8 25 X 115i 144) = 0 9t 7.,�uare `eet i �sl load = design !cad X tributary area = 55 C X!l 91? = 5U 4 po;;r�ds .,alcufated JeSic�n toad = fastener laad .asted conddion div:ded b are.a trt�:!ary !er the condihori to Ue �:aiculated � S:�:d FVea �Srrea C��sign klardt2Piank :rdidih '� ested S4%=Gng Tributary D�s�gn Lcad Faslener Slud Spa��nq T'ibutary l_oad �inches: La:d�tior (inches) (sqft.) (f�SFi Loadl�bsl (inches� fsq.R.j lPSF) 5 25 16 0.5833 86.-03 24 0 8750 57.62 625 16 0.694q 72.60 24 t.q4t7 48.40 ' 7.25 T 1 B 6.8056 62_59 24 t 2083 41 72 75 16 0.8333 &0_56 24 72500 40-33 S �6 0.8689 59.72 24 1.3333 37.81 8.25 168 16 0.8167 55.00 50.42 24 / 3750 36.87 925 16 1,0278 49.05 24 1.541; 32.70 9.5 7 F 1.0556 47.76 24 1 5833 31.84 12 16 7.3333 37.81 24 Z.0000 25.21 Tahlo 2f, Calculated Design Loacis Based vn Constant Fastener I.oad, Bd siding nail (0.092" shank), SPF Studs, fasteners axposed (tace na�!) f;hnck (or resulce using II.25 inch plank vaWOS trorr Report Number 2749-07-10 (F) D�sign loacl = uliimate fadure IoadiFOS = 188ps(/3 = 56.0 psf hrca tnbutary =�lank width X(sWd spacing1144) = 8 25 X�ifi�t44) = 0 9� 7 square !eet F'asier:er ioac = desic�n load X trfbutary oreA = 56 0 X 0.91J = 57 3 po!inds Calwlated desi n load = fastener load tesled condifion divided p area tnbutary for the co ndiUon to be calculated Stud Area ^ Area � Design HardiePlank f�iUth Tested Spacing Tdbutary Uesfgn Load Fastenar Stud Spacing Trlbutary Load (inrhes) Condition (inches) (sq.fl ) (PSF) Load Qbs) (inchesl (sc .ft.) (PSF) 5.25 16 0.58 88.00 24 0.8750 58.67 615 16 0.89A4 73.92 24 1.0417 48.28 725 16 U.Q056 63.72 2d 1.2083 42.46 7.5 i 6 0.8333 61.Ba 24 1,2500 41.Q7 8 16 0.68$9 57,75 24 7.3333 36.50 8.25 168 18 0.8'187 58.00 51.33 24 13780 37.33 925 18 1.0278 49.96 24 1.5417 33.3D 9.5 � 8 1. 5 46.63 24 1.b833 32.42 .-'°' 12 16 1.33 3 36.50 24 2.0000\`\`` � Ll}�fti'�,��/ J \' � �ii �� EN8 � '� � �r �� 4121 � �� ; STAT �� ` � f ' �' • FCQR�aP'�� ' `� - ., -. . � �, � ,, ., .,. � , , ��i��f� N 1 � � Page 3 I?nnyid O�a�va anrl As�or.inles, inc 5901 WarnerAVenu� #37d H�::tin�t<.a 8e�xh, CA :�<tid9 ; r 7S; 2J"�-2802 celi (7141 847-4595 tax Proi�ct RIC�-1t59-09 J. f farcLe Bw::;�nq F-xa::r.rs. Ir�. 1JEiCi1 i_iriiAx°.^.u�: Fontefl.i_ ( �\ �i"i.5_il i F300 941 ?,t3 Table 2y, Calculated pesiyn loads Elas�d on Constar�t Fastene� l,oad, 6d siding nail (D.092" shanky, �PF Stucls, fasteners exposed (far.e nait) �.her:i, icr ��=;uRs using � 25 inch pE�nk values from Re�crt NurnGet 31£6993hiiG-004 pesiyre Icad = ut(iruale Faiiu�e I�a�11FOS = 143.4psft� = 4?.8 {�sf Area Irbutary = plank width X(sWd spacing/144) = 825 X(16l144) = 0.917 square feei Faalener toad = d4sign load X tributa�y area = 47.8 X 0.917 = 43.8 pound3 Galculated desi n Ioad = fasterer foad ?ested conditian divided by area fnbutary for iha canditien to be calc:.rated SRid Area Area Design i{�.�{��r,�� V�hd!I� Tested Sparing Tributary Design Load Fastane� Stud Spa�ing T�ibutary �oad tim;!zes; CondiGon ?inches� i,sq.fi.) ;PSF) Load f@s; I�nches) ;sq.ft.} ipgF+ _ s'� 7G 0.5833 75.11 2d 0.8750 5098 e:-?5 1u Q8944 63.10 24 1.ga�7 .y2p6 7 25 _ 16 p.8056 54.39 24 1.2083 36 26 ^_ ` 19 0.8333 52.58 2A i 2500 35 05 _ � 16 0.8889 49.29 24 t 3333 3< 86 � 8.25� 743.4 16 0.4167 47.80 43.82 24 }.3750 31.87 �.25 15 1.Q278 42.63 24 t.5417 28.42 `� � 16 1.0556 A1.51 24 1-5833 27 &7 i i t fi 1 3333 32.8� 2q [.Otl00 71 91 TaD�e 3, Pressures (PSF� to be Resisted at Various Wind Speeds - Wind Exposure Category B, Krt=1, i=t0 � th§nd Speed 3-seco��d ustl fi5 9q 7(10 110 720 130 14U 150 170 Expq5uie B B 8 B F3 H g g Q ,�d�ustmeN F�,.p,_„ = 1 i 4 19.5 Z4.7 29 1 34 ' 4n.7 47 2 s4.2 osi ti Hel<�ht �N.) �actor ? �-15 1 17 3 19.5 2�.1 29 1 34.7 4C.7 47 2 54.2 69.6 2U 1 174 19.5 2d.1 291 34.7 d0.7 Ai 2 5C2 8�J.6 �:� 1 17 4 19 5 24.1 29.1 34 7 AO 7 47.2 542 69.6 a� I 17 A 79.5 2A.1 29.1 34.; 40J 47.2 54.2 u"9.6 35 1,05 18.3 2D.5 25,3 306 36.d 42,7 d9.6 56.9 73.7 � 1.09 19.0 213 28.3 31.7 37.8 q4,4 514 59.1 ?5.9 45 112 t�J.� 21.8 27.0 32.6 .36.9 45.6 52.9 B07 76.0 SO 1 16 20.2 22.6 28A 33,8 40.3 47 2 54.8 52.9 @p.7 55 1}g 20.7 23.2 28.7 34.6 41 3 48.4 56.2 64.5 82.8 6D 1 22 27.2 23.8 29 4 35 5 42.3 49.7 57.8 86.1 4.9 100' Kz = 0. 9 30.8 34.5 42, 51.6 81 4 72.1 83.6 98.0 123.3 `For hei�hl > 60ft Kzt=t Ktl=0.85. 1=1, GGp= 1.8:GCpi=0.18; P=0-00258'K.:'Kz['Kci"V^2'I'(GCp±GCpi) Ta61e 4, Pressures (PSP) to be Resfsted at Various Wind Speeds - Wind Exposure Category C, Kzt=1, 1=5.0 Nhnd S eed 3-second ust 85 90 100 110 120 130 140 150 170 Ex osurQ C C C C C C C C C Adjustrnent Heiyht �fl) factw. i. p�� 17 4 19.5 24J 29 1 34 7 407 47.2 54.2 69.6 0-15 1.21 21.1 23.6 29.2 352 42.0 49.2 571 65.6 84.2 20 1 29 22.4 25.2 31 1 37 5 44.8 52.6 60.9 89.9 89.8 25 1 aS 23,5 26.3 32.6 39.3 48.$ 54.9 83.7 73,2 94,0 30 14 2d.4 27.3 33.7 40.7 48.6 57.0 66.1 75.9 97.4 35 145 25.2 26,3 34.9 42.2 50.3 59.0 88.4 7g,8 �pq,g 40 149 25.8 291 35.9 43.4 517 60.6 70.3 80,8 1Q3.7 45 1.53 26.8 29.8 38.9 44.5 53.t 82.3 72.2 82.9 106.5 �� 58 27.1 30.4 37.8 45.4 54.1 63.5 73.6 84.6 108 6 55 1.59 277 37.0 38.3 d6.3 55.2 84.7 75.0 862 i 10.7 ! 00' Kz =. 8 39.2 44.0 54.3 85.7 �8.2 81.7 108.4 122.1 758.9 'Forhel gh t>60 k:f ( zt =1, Kd =085 ; 1=1, GCp=1.e;GCph - 0.16;p=0.p0256'Kz•Kzf'Kd'V^2'I•(GCp±GCpi) ,�`� ��)�� ,��,�� ` pGA �`,� , .,�� Q�• : . �9 -, �'``� � `� r : ' � �,. �: � � = + ` $� _ ., - ••�. = � : ��'� �� C� ' e �=- �`,�"'°.,.�o�� ' � ,,, �. ' ��Y/ , ��y„��N1e� • ,� � � � t � Page 4 �Ytl�;y�61 .� { l�onnl:J Ogawa arri Associates �n^ �fJi ��i�rtr,ar:�tar:u� i�3:' i-'iintr:�:��;i Hua�.t�. GP. ?2�d'� ? I%s� 292 :?�aC� � ��'•1; 6=�;-Q'�J�Jl�lY. pft��t,rh R�'�-2'J9-(1:) �nrnr,s'i�i�he iP111qInq Pr.)ilUCts inr .., . i-L:� ^�Cn;f� ��?tfbi a t;,� u2'?; I !i[)0 `!=I� / f<f'� T:3t;le 5, Pressures {PSF) !o lae Resisted ai Varivas 4Vintl Spee�is -'Nind Ex�osuro Category 0, Kzt=,, I=7.0 €�� 4'Irnd S'pecd (3second gust) 85 �0 fOG 110 i � 13C ?4ti i5D ?'0 Exposure D �D� D � R ��D D D �� D U� _�� :�1djUStment �, - �� 4 ; 9 5 2A i 29 1 3A 7 4G.7 47 2� 5d2 69 6 'rleiyhl r�t) ' fsctor } "° = G 15 1 47 25.6 287 35.d 42.8 5L0 59.8 69.4 79,7 102.3 � �0 1.55 27 0 302 37 4 45.1 53 8 �3.1 732 $4.0 107,9 25 1.61 28.0 31 4 38 8 4&.9 55.9 65.5 7fi.fi 97 3 112.1 '1(? 1.66 29 9 32 3 40 0 48 3 57 6 67.6 T 78.4 �0 0 Y 15.5 � 35 1.7 29.G 33.2 41.0 49 5 59.0 6�.2 � 80 2 ;32.1 718.3 4Q 1.74 30.3 .33 9 41.�J 50.6 6R 4 70.6 62 1 :k}.3 127 1 �---�- 45 - 1 78 31 0 34 7 42 9 51.8 51 9 ; 2.4 &i 0 36 5 123.�J ��._- ;,rr 7.85 Ji 5 3fi 3 43 6 52.7 &2 8 73 7 85 4 38-1 126 U 55 1.84 32,0 35,�J 44.3 53 5 63.8 74.5 86 8 �9.7 125.1 - �� i � i �4?S t ;�)r?� Kz = 1 43 44.5 d9.9 87.8 14 5 88.7 ii;4 i 12t�.8 1 8.6 77£? 1 'Fon c�.ich! - 60R: Kzt=1, Kd=085 1=1 GCp=1.8�GCpi=O I6: p=0.00256'Kz'Kzt"Ktl'V".^9•{GGpiGCpi) I at;l�as ? through 5 ere based on iwCE 7-0� and �r,r:sis!ent �vith fhr ZOG7 I=:orsda f3wldirg Ccde C�esign Y'l�;id Loads: Equat�on i, ri �"07i,5`K q, o'Flocity pressure at hci[�n[ � K, , velocity pressure exposure coefficiert evaluated at hei�ht z h:,, , topographic factor K., �wntl tlireUionality factor V basicwind speed IMPH� I importa�co faUor Equation 2, P-9:'i GC Gl: , product of extemsl pressure wetfic:enf and oost-effect factor GC , product of intemal pressure cdefficien( and gust-eifeci factor p desigr, pressure ,PSF) for claciding Substitute q � mto EquaUon 2, p=C3 OCZ.`.�6'K_'F:.,'K pfGC Sof v�ng for V U= iPK�.00258`K K,jl'(GCptGC Tabfe 8 Coefifictents and Conatenta uaed in Daterminin V, Baafe Wfnd S eed MPH 3•seeond ust K� Fleight (ft) Exp B Exp C Eicp D K�, I( I GC GC 0.75 0.7 0.85 1.03 hS80 1 O.B5 1 _ � 4 0.18 20 0.7 0.8 1.08 1 0.85 1 1,4 0.18 25 0.7 0.94 7.12 1 0.85 .� t - - 1.4 0.18 30 0.7 0.98 1.16 1 Q.85 1 1.4 0.18 35 0.73 1.Oi 1.19 1 0.85 1 1.4 0.18 �1\litllli)1!1!/ 40 0.78 t.04 122 7 0.85 1 1 4 0.18 \ ,��1�� '! p ��/��, 45 0,785 T.O65 1.245 1 0.65 1 1.4 0.16 \�� `, l7rry �� 50 0.81 1.09 1.27 1 0.86 7 7.4 D.18 �� r ��f� 55 0.83 t.11 1.29 7 0.83 1 1.4 0.18 'r� �� 60 0,65 113 7.37 1 6.85 1 1.4 0.18 � f 100 0. 1.28 1.43 h>80 1 0.85 1 1.8 0,18 �1 _ �C � CC � � ' S"�ATE +C�'F .� ��; s ., � '',,��•.: �Lil'�i�� \ °,p�.�,� " * � � 4 � Page 5 Ronald <�Oavra antl Assx!ates. I.n� , , t 1 3 1= t i: i j� � SPJt'v'darner�ven:.e tF3i6 ^ = R i Fluntinyton Boa�h C,4 9'�F,:19 ' , __ ' � � �'�� -'�• +a• zzzEOZ ��r �,,.ti.aa _ ' ,i'�u , -_ F��o;e;ct R�U-z"ISS-ns • - �`' - '- g �� y ° � i i.,r��n 'r±.,.,, c 8:�� . ,�., z +s Ir �- ;�_ � f -' -- .i�,�' - � r . ,.,� �. � �� . _ _ ;'` ' f�. _ „ri-, �.. i�_A _ - `- ' �!.s' -- . r;Orr-yi , ""� - - � i- �-K.� � _ _ %`�,��.'"� , ' _,�' � i;1 T�ble 7, Maximum Wind SGeed (MPH 3-secand gust} NardisPlank Lap Siding, ASC� 7-05 Mathod Z � _ r�: ' y '- '+� �� ' �°`, � " _> dl ', i.�`��p��@7k�� 4�� s3 Basic Nhnd Speed mph �� , (3 �u51) Cp�eients i:setl in Excel Calcu�9Hc��l�idd Tb�ile'7 1'�CN78 JRC� � �< -------- � Prc.ducP � � � Stud Bwkling Desgn ----- r -- --'� Nr.i;� paete�^er Fastener . rame i� ('ro-,,;�: i fh�cF.r.ess � Spaany He�ght 8 C p ! ead � � pnChes) ` 4;nchesl Type � Spaang �P;•Pa t .. i (InchaS) (fEet) (%'SF) �xp Q Esp E E.p L � K, �. I GC - 0-15 735 122 111 J3 8 0+ 0 85 i r3 !��=EP 0 85 i 1 4 0� ; ' � ZO 135 179 i09 a3e a7 c5 �nn �!i.s5 : �a �sa � a C:�3' 25 735 116 1�7 J3.8 n; U 9a i i2 _�e� 1 7 a o tfl � � � B�md �0 735 �ti4 ?CS d3.8 0% 09C 17F, �i08° l i4 q+,y, shank X p-.-r-_-- O F''12" ND NaHed ( 2X4 35 132 112 103 »3.B o"/3 t 0? � 19 ! c7 85 ! t a o i8 j lian!!::P{',npiJ i c,i ih ,, �; ' Throuyh � wood W 1G 40 129 1 i 1 102 •F3.c 0 75 1�{ 1 22 �0 u5 1 i 4 0 197 � � r s., �r,ng i .� , . i 081Y S! tO p `'-��e :;f F;r 45 127 1 �9 101 s3 8 9 I85 '�5 1 Z4.� ' i�� !" ? t.1 0' i3 ding { nail �� 5Q 125 109 100 43 8 D 87 1 04 � I 27 '' 0 85 ': . 0?3 : j � 55 124 10? 99 43,B 0$3 1 71 '1 29 iT 0 85 1 1 4 0 18 ! 1 i 60 122 1D6 9J 438 OBS � 73 I?1 . i� 0&S '+4 p'31 i I iQ0 141 90 84 �38 � �3 1 �B 1 A3 �>60 f 85 ' 1 8 il 7� ` D-15 124 t12 102 38.8 07 Q35 1 03 ris6!��0.85 i 1 a 018 { ! 20 124 109 'Q�J J6 8 0� C 9 1 03 ' 0 85 i' G 0 1 S I I � 25 12h 10; 98 36.8 07 0% 9.i2 i j o8g ; i, �tA O.U�3 � � snank X P�ie� 30 724 105 96 36.8 0 7 0 98 1 16 t� 0 05 + � d 0 1& 0222'HD� Naue C 2 X 4 3 5 te t iQ 3 95 76,5 J73 7at 719 1e5 t�q p+.y HardieWar,ic�k 5/'6 � e;�'S "through weadV! i6 40 115 iGi 94 368 076 104 1�2 �a�75 f i4 01� X 2,5";or.g t�_^p 5C. e cf Fir - t� t ��Iv S�ding � <5 11 % iC�l 33 75 0" O T65 1� �.'.:� . �(i 85 '; ' q G;b � r � z �� P�ank 50 115 95 92 36 8 J8i 1 09 1� !^� v 85 �:.4 � ta j 55 114 98 91 :;6.3 OB's 1 7S 1_?9 ? 035 1? 4 O.tFS � 60 172 97 96 38,8 �85 1.13 � 3f C.dS i � 4 n?y f00 93 82 7' 368 099 12& 1.43 tiN,iO t C.85 ': 1 3 0 iS 0-15 115 10+1 95 31 7 0 7 0 85 t�3 h'_I�Q `; O Z5 1 1 4 0 18 r ZO 1i5 101 92 317 07 09 198 ? C85 t 14 0 i8 ( Q.093. I 25 115 99 91 31 7 D 7 0.94 1.12 t 0.84 f 1.4 0, t B shar.kX Blind 30 if5 97 69 31.7 07 098 1.18 � 1 485 1 14 pie 0 222' HD �alled 2X4 35 112 96 88 31J 0.73 1 01 1J9 ' C&5 ` 1 4 0 18 Hard�ePlanhz0 S/tE 7 25 Through wood W- 16 40 110 94 87 31,7 0.76 t,01 1 2<" i 0.85 7� 4 018 Y 2 5 3°�g top edge of F i� galv Siding 45 �c8 93 66 ar.� o�as �_os5 �2a5 i,as � ia o.^,e raii P '� k 5� 107 92 $5 3iJ 081 1.09 t27 1 Q.85 � � a 478 55 1Q5 91 85 3f.7 0.83 1.1i 1.2�3 1 O.es 1 1 4 0 78 I 60 iQ4 90 84 3} 7 D85 1.19 1 31 1 G.85 i t V 0�8 10p 86 76 72 31J 0.86 1.26 �i.a3 h=�60 � r,� 86 1 1 e tl?a � 0-15 108 58 89 2;.9 0 7 U.85 1,p3 hs�0 I U 65 1! 4 0_'18 20 108 95 87 27.9 Q 7 0.9 1.08 � Q 85 ' 1 4 0.?8 0.093„ ' 25 1 Q6 93 85 2Z 9 0 7 0.94 1.12 ? 0 95 i 7 a � 1 a shank X Blind 34l 108 91 84 27.8 0.7 0 88 1.16 i 0 85 ? 7 q 0. �B 0.222" ti0 Natled 2X4 35 105 90 83 27 B OJ3 i.01 �.19 �� 85 7 7 4 U 78 kiardiePiank� 5/i6 $�25 X 2.5" long Through wood NJ� 16 q0 103 8B 82 279 OJB t 04 i 22 1 0$5 � � 4 0 �8 galv Siding top edge of Fir 45 102 87 81 27 s 0985 t oes i 2ag i o s5 � i a o �B nail Plqnk Sp 1p0 � $Q 27.9 0.8'1 7 OB 7 27 1 C 65 7 1.4 0 18 55 99 65 79 2T.9 O&3 i.it i29 7 G.85 i ta o.�a 60 98 85 19 2L9 0.85 1.13 1.31 1 0.85 1 1.4 0.18 100 81 72 67 27.9 0.99 7,28 143 h>60 1 085 1'1.9 0.18 0-15 102 92 84 24.8 0.7 0.85 103 hs80 1 0.85 1 1,4 O.1B ZO 102 90 82 24.9 0.� tl.8 7.08 1 0.85 1 7,4 D.78 fl �„ 25 102 88 80 24.9 0.7 0.94 1.72 1 0.85 1 1.4 0.48 shank X Blind 30 702 86 79 24.9 U7 0.96 1.18 1 0.85 1 1.4 0.18 0.222" HD Nailed 2X4 35 100 95 78 24.9 0.73 1.01 1.19 1 0.85 1 1 4 0.�8 HardiePlank� 5/16 9� X 2.5" bng Through wood W i6 q0 98 83 �7 2A.9 0.78 1 O4 1.22 � 0 85 1 1.4 0.18 galv Siding top edge of Fir q5 gg g2 76 24.9 0.785 1.OB6 1 245 � o.85 1 1 4 0,18 nad P�ank Sp y4 81 75 20.9 0.81 t09 1.27 1 0.85 1 1.4 0.18 55 93 87 75 24.9 0.83 1 11 1 29 1 0.85 1 1 4 0,18 60 92 80 74 24.9 0.85 1.13 1.31 1 0.85 1 14 018 10D 78 68 84 24.9 D.99 9.28 143 h>60 1 0.85 1 1.8 0.t6 0-1b 89 81 74 19.2 0.7 O.BS 1.03 hs80 'I 0.85 1 1-0 0.18 4f1 89 79 72 T9 Y 0 7 0.9 1.08 1 0.85 1'I.A 0 18 0 � 3 „ 25 89 77 71 J9.2 0 7 0.94 1.12 1 0,86 1 7.4 0.18 ShankX B�ind 90 89 75 69 Y92 0] oee 118 � o.as � 1.4 o.1a 0.222" HD Nailad 2X4 36 B7 74 68 te.2 0.73 1.01 1.te 1 O.BS t 1.4 o.te HardiePlank� 5l16 12 X 2.5" lonp �ough wood W 16 qp 98 73 68 f9 Y 0.70 L04 1.22 1 6.85 1 1.4 0.18 galv.Si�r+g 1Op�ea Fir �6 8a 72 s� fd.z a.�a6 to85 i,zas � o.es � �.a o.�a rtail � 43 72 68 7.2 0_81 1.0➢ 1.27 7 0.85 1 T.4 0.18 66 82 7t 68 19.1 Q83 1.t1 �29 1 0.89 7 1.4 O.1B 60 81 70 BS f9.2 Q,89 1.1� 1.31 1 0.85 1 1.4 0,18 i00 67 59 56 l9.2 0.99 1.26 t 43 ��80 1 0.85 � 1.8 p.t8 PBpe 6 .�n::� oyaa-a anu r,ssoc��f�:a r�c ':-� , ' °�)1 VVarner Avenuz �370 �+�-`. �„� :�'. ki�in!!i�ytor.8each l 4 S_,.1�� ` , ' •'-�, , (71=}i29i2r.r�.%ce;; � � � ..�� - . 4'9�i,--0535fa. - -j�q.�, ,�jJ: I ! Rltl o�sl_7" � . .,r , , 'I. � ' � �-g.� � ; - ._ . . - �4-J . � ,.ilnL`.fi:ir;iiHliil�I.i�r:c1('��ri��.c I��- ' "� � , ""5 � � _, ._ „��er:� a„ti , , , -_,, ., � _. . ,��i - .F � x: , _;��_ �. - ;.1.5 r ; ' - , ti e ) } _, ', , £4 t , } , '� �; :; ` � ,. . ; _ ' � � ,R a� � k 3asit. Wtr� Spe3e:" r„pn rceffitients ised i;: cxcef Caic r' � '"�� #� S � F � �' uiat,".:if3Fpr,Zab{��7 - , i ( 3-sec�t;;J�ust� , _ v f8 :rt5 ��.:;�� - - r �. ----� ._---- - � �" --- - - - t --:-'._ --.-- ^ - . Perxiuci I � Sftid Suldiny ::.,s�a ,� -- i ---� I � I � Y^hdth Fastener Fas;enc F ama 1 P c�l�,:t Ttackr,ess Spacuu3 Height tt C D �c�+ � ! !inchesl Pnches) Type Spacing 7ypH � i ) Exp B Ezp G Exp p k, k� �, r3�;,� ,�„_j (InCF1@5) IfBBt PSF , ;.+s �?a �oo �� z�.z o.7 o.es �os n,eo ces �,a otsi i ' 2o iio 9? as yvz e.� as iae �; oa5 ��a ��s ) 25 110 95 87 29 2 C17 0.94 1 12 F 1 0 95 7 1 4 0'18 �'lir'icl � 30 1 10 93 95 ,•P 2 p r 0 88 1 i8 i? 0 85 !� I A 0;3 I shankX Nad�tl 2X4 � " �O�J 92 3? z"v.2 I r ;. �..4��__.�._- i:Ji t i6 08., lI ,�1 O18 i �'= hia!�.u:F�:ari�,�N) � S;it� 525 �2_2"HC Throuyh v;oodW�I _ 4;) t�i 30 83 .'?Z Jro iC4 122 QC5 1 i4 Ui9 X 2 5" bng I - „ ._ y�lv Siding top adge ot ��r ( 45 104 85 63 29.2 j U 795 ; CBb ; 2as � 1 o es t 1.q o ie � naii ['i`r' � i �a 102 F38 _$2 Z9.2 ' e 91 t 99 7 27 �= C 95 1? a G id � � 55 �107 37 E�t ?92 083 1?t 125 - - !`.88 i i i O,id� 60 '160 737 8'; 292 085 113 131 OU5 1 I•{ O.IP' 700 83 73 69 ?9 2 0 R9 7 Z6 � d3 h'-ti0 o fl5 � t R p tE Q-?5 101 92 9. :45 07 0&5 103 �Ef t:.E5 ;� i. : 0?8'' 20 109 89 A' .45 �57 n3 7oF� ! �A5 .i �a �g � „ 25 101 87 _ 96 .45 �7 094 11i f 4 I i16.5 7 1.4 01B shanti X g!�r�1 � 3G 701 � 87 _ ; 8 2a 5_ O 7 O a� I":r. i� u&5 !�� ; O tn ! �.222" HD Na�l�c 7.X4 3S 99 �4 ; 1 :a 5 0 73 t i; t 1 i5 E ; 6 n5 s � � a 0 1� � HnrdmP:anA�� 5/1? I K 25 Thrpuy^ wocd VV- � 40 97 83 '6 .4 5 o'rn 1 Od 1 22 088 5 � t 4 u 1a X 2 5' ivn�a te ed: e cf F;r --- ; qc�{v SlCllf{J p � `35 95 aZ 76 �•15 ^v'95 i,(Ni5 7 245 085 ': 1 4 0 18 i " Gi a r: k i 5 0 9. 1 9? ?' }, 4 3 + O 3 � 1 D g 1 2 7 0 85 1! 4 0 18 cail � � 55 �J3 80 74 t d ,, i 0 E3 1 i 1 1 25 I 0.85 1 I d 0 18 , 6C 92 7& 7d 2.1.5 0.85 1 i3 131 i 08y I 1.1 01B' 100 i6 6i o3 2a i 699 1 28 1 4.", h�6� -� r) JS 7 1!] U?8 p-15 94 85 77 2 i 2 0. i 0 95 i �z h F@ i 0 P,5 1 5 A 0 78 E 20 94 83 7$ 21 2 0 7 0_9 1 0B 1 0 95 i'L t q 18 i v 093 25 94 81 7-0 211 O 7 0.'J4 1 72 t U 65 1' 4 0 tA i SFank ri Bt�ntl 30 94 79 i3 2f 2 o7 0.98 t?e- 085 1^, A 0.76 U 222" HD ``�aited 2XA 35 52 7$ %2 21.z '� 73 7 ut t?5 !7 c�S !' t4 0.18 Har�iaP�,ank(�� 5/1G I 7 25 Through vroatl W- J4 qp gp 77 7; 212 OJ6 1 04 � 22 U 85 7 � 4 G 78 X 2 5" lo�g } galv Sidit�g �c �adgk of F'v � 05 89 76 76 21 2 OJ85 1 065 i.245 0.85 t, ! 4 0 td r31 . 50 87 : 5 74 2� 2 0.87 1 C9 " 27 � 0.85 i i 4 0. i8 � 55 86 74 d9 21.2 0.83 7.' 1 1.25 : 3 85 1 1 4 0 16 60 95 74 69 27 2 0,85 1 13 1 37 1 0 85 7 1 4 Q.18 900 70 62 59 ^12 099 �2f3 143 h�50 ? J&5 1 18 018 � 0-05 88 80 ?2 t8s o7 a85 to3 h:'�'io' i ad5 t t•t ot6 20 88 78 i'f 186 07 09 108 1 0$5 1 14 O.id �. � 25 88 _ 76 09 '8 b 0 7 0.94 1 12 ; 1 0 65 1 1 A 0 18 shank X a�irn� 30 8$ 74 08 ta.e 0 7 o.�a 7�� ; o y5 i�-a o ta 0222" ND� Naileo 2Xd 35 86 73 67 f8.6 0,73 1,01 1 15 � 1 O.B5 1 �•i 0 78 Ha�diePiank� 5116 8.25 Through wood`J�' 24 40 84 72 67 18.6 0.76 1.04 122 1 085 1 1d 01a X 2 5" iony � galv Siding 1ap edge of v 45 83 71 66 19.6 0.?85 1.085 t.245 7 0 95 't ? 4 0 t s ' pt2ftk 50 Q2 70 �5 f8.6 0.81 7 09 t2T S 085 1 � 4 0 78 r.ail 55 81 70 65 18.6 0.83 1.11 1.29 I 0,85 7 14 OJS I 60 80 69 64 18 6 0.85 1,13 1.31 1 Q.85 9 1.4 0.18 100 66 59 b5 )8.6 � 99 1.28 1 43 h>80 1 0 85 ? 1.8 0.18 a15 192 17A 158 08.4 0.7 O.A5 1,03 hs60 1 0.85 1 1,4 0.18 2Q 792 189 154 H8.4 0.7 0.9 108 1 085 1 L4 018 25 192 18& 152 88,4 0.7 0.94 112 1 085 1 t4 018 No.110a Blltld 30 192 762 149 884 0.7 �.98 1 78 1 (l85 1 14 0_18 �� Neiled 2XA 35 /88 160 147 88.4 Q.73 1.07 119 t 065 1 1.4 0.18 HardiaPlankQl S/tB 5.25 G � v Through wood 16 40 184 157 145 88.4 0.76 1.04 122 1 085 t i.A 0.18 Roofing nail top edge of Hem-Fir 46 181 1b6 144 88.4 0.785 1.OB8 1-245 1 0 85 1 t.A 0.18 plank 5p 178 154 142 884 O.B7 L09 127 1 085 1 1.4 0.18 55 178 152 141 88.4 0.83 L11 1.29 7 0.88 1 i.4 0.16 60 174 151 140 88.4 0.85 1.13 9,31 1 O.BS 1'1.4 0.18 100 144 128 120 88.q 0.99 128 7.43 h�80 1 085 1 7 8 Q 18 0.15 178 159 145 74.3 0.7 0.85 1.03 h560 7 0.85 1 1.4 0.78 ZO 7T6 155 141 74.3 0.7 6.9 1.08 1 0.85 1 1.4 0.18 25 176 152 139 74.3 0.7 0.94 1,12 1 0.85 1 1.4 0.18 No. 11 gs. Bliqd 3Q 176 148 136 74.3 0.7 0.98 7.�6 t 0.85 1 �.4 0.18 �� Nailed 2X4 35 172 146 135 7a.3 O.P3 1.01 1.is t D.a5 1�,a o.7a HardiePlank� 5l16 825 GaN. Throuph wood 16 qp 188 144 133 7a.J a.76 7,04 1.22 1 0.85 1 1.4 0.18 - Rooflng 1181f �� edge o( Hem-Fir q5 'IBfi 14Q 732 74.3 0J85 7.065 t.245 1 0.85 1 t.a 0.18 piank 5p 1$i 141 130 74.3 0,81 1,08 137 1 0.85 1 L4 D.18 54 181 1d0 728 7A.3 0.83 1.11 1,29 1 0.86 1 1.4 D_18 BQ 1$9 128 71.3 0.86 1.13 131 1 p.88 1 1.4 b.t8 100 132 N'7 110 74.3 b.98 1.28 1.43 h�60 1 0.85 1 1,8 0.18 P6ge 7 ; �t:_ ,. ii,r ;' � ''�i ' P.�nal. Ogawa sni As:=osiatFls inc � � • ' !i � ' � -� ',4_-� �1t 590? 1Mamer AV3n:,E t�3?6 (,`- , �:� Hunhngion Beach CA &`1F.19 � ' , t: . � _ "S` 2�2 �':')L rell � \�� . _ _ . ;7':4 8di 95G5tax ` - ' ��. PraEec� Rlf� 1159 Gy ` �' , :x .;�, )�, . , . � - � '�' ' i. . _ '-., .� �_;""';:;:., y ... � ,. � «;, � "� �� - � : ta ��' .r, �,_ _� �.�. •_ - `�; - � � ' � � :3:,�,_,��. ,:�� ;,�. . �� ' t � f , .�, � �. � � , � � �>, ;�=�� ' �, • =' - ; ,� "� Bas�c NJind Spaed mph � � � t � ' t • - ,' � � 1 (3-second gustj Coefficients used m EzC�eY¢s�YY[�t�rin$,.FP�,Y�I� 7 - Je�c�s:R�S ;� __-- --- - _-- - � Proauct vJ:i�h Stud Bwl�in9 Dusf-r, - --- � Prpduct ` ThiG<ne,5 �a=�°ner Featen=_: Frame y Onches� Typn Spacir� Type Spacing Height P. C Cl Load � � i ' �:r.ches) (inches) (feet PSF ) ( ) Exp � cvp ;: Ez{� D {< � I Ka { GG� Gt, Q-75 163 1A8 134 Ea p 0; C-a5 ! a3 !:xa ('�� c.s5 1� u �° � � 20 SB3 14A 131 640 G? C9 108 I'! I' 9 tE � 25 �163 141 129 s� 0 0_7 q 9a t, 7: � c�,_, t � a U i 2 i � lilir:d 30 163 138 127 v�f 0 CJ 0 9E 1 Ir f i r p g5 �^; q n 18 ry.; t 1 :3� � P�ai!�u �X=s 35 760 136 �t25 a� 0 0�'s i�i � t�; � -;IQ' t -85 1 I�� 0?G� 41::"! i . _! , 6 � ' i (I:tuuyh svooe 15 F+17 157 13tl 124 67 G O.lE t oa , �I �, U 85 ? 1 r 0?a' Ga4v rop edge of Fleni-Ff� a5 154 132 722 54.0 0 785 i C85 'I 2n5 � i, d5 �1 ; 4 0 t8 f I Rcofiirg nail �� ;' � I ;.lank :A 152 131 12? 6?.0 q 8 i 1 09 t 2"� 0�C i� q (1 1d � � ' S5 1yG 130 120 4d0 QE3 11? �� i_t�pg� + iq p�g 6D 1C3 128 i19 04.0 0.85 If; �3' �5 'i 7. G!gi 100 123 tOS 102 sa.0 oes i�s i a: n>e0 i� u es ^ t a o ts � 0-15 153 139 726 Sff 3 0 7 D S5 1 0:. h<_n0 , 9 C d5 1 i d 0 76 20 153 735 723 56.J 07 39 1 C8 ;_1 G 95 5 1�a 018 +----- 25 153 132 t2f 563 0� o,�� ;z ; 7' n ys � i n p;y i Nr Il�a 6Gnd 30 753 129 119_ �63 0.� 09d 175 r'.g5 � 14 018 Naded '2J(4 35 150 t.'.7 117 563 0�3 i ot i t9 p95 < i. � i i-3l4' 3 0 78 I: ,r;�uf' .;r:�W � �, _ d'l.E r , a � � 7Fa��gh xaud 16 v0 147 125 11S 563 � 76 1"u4 1?2 ^ 35 ' 1 J Q�8 i � tcp edye ot Her,rFr 45 144 124 315 58.7 0.7n5 1 r,;�-g 1 : : � Fooftn� natl ai�nk n:� I ' C.a6 i t�t � i& 50 142 i23 174 56 7 0.&i i 0�: i 77 : p�3� ;� n �;g ( 55 1-00 121 113 569 0.23 i.tt t 25 �; 1 03; � 1 a 0;8 fi0 139 720 112 5b 3 0.85 1 13 1 3; ^' G 85 1 1�i 0;8 100 115 102 96 563 059 ? 2� 1 43 '�%5G !' 065 7 7.d 0 t8 I 0-15 144 731 113 50 2 0 7 0 85 1 03 t�sFO � G 85 � 1 h 0 18 j ?Q 1Aq 127 116 502 07 69 108 1 G85 t 14 0.18 25 144 125 f 14 50.2 6 7 C.94 t i� ? u".85 1 1 4 0 1 e y � � t y � almd 30 lA4 122 712 Fi�J t 0 7 C 98 1?c7 1 0.85 5 I 4 0 1A 3 13/4" N��lad 2X4 35 14i 120 111 502 0;9 t.01 � 19 1 G_s5 7 t a o t8 � HardiePi�nk� 5li6 9 25 G �� Through wood 15 40 139 118 1Q9 50,2 p 7E 1 Oq 1 Zp 1 0 B5 1 1 R 0 18 Roofing natl �op edge of Hem-Fir 45 � 36 177 7 pg 50.2 0785 1 085 1 245 c 85 '; t a 0 18 ' piark 5p 134 ti6 1W 502 0.9! L09 1.7_7 1 085 i i-a O.iB 55 133 115 106 5a7 oa3 7.7i izy i o85 r �n p.�;s 60 137 114 i 06 50 2 0.85 1.13 '1.31 � 0 85 1 1 4 0 18 100 108 96 9p 502 0.99 128 t43 N6� 1 085 1 18 018 0-15 127 115 105 38 T 0 7 0.85 �,03 i<_o0 1 G B5 1 t A 0.18 20 127 112 102 38 7 OJ 0 9 1 03 � U 85 'i 1 4 0 18 25 127 709 100 38.7 0.7 6.94 1.12 1 D 85 ? 1 A Q 16 � yo M1 � 9a 81ind 30 127 107 98 38,7 07 098 1 ts t oe5 i ta 0 f8 �� Naited 2X4 35 124 1�8 97 38.7 0,73 1.Ot i �s i ce5 i t n o.�e H�rdieP;2nk� 5/16 t2 � Through wood 16 40 127. 104 96 38 7 078 1 C4 1 22 t 0 85 t 1 4 q,i8 Roofing na�l top edge of Nem-Fir 45 120 103 95 38 7 0.78b 1 065 1 245 � p 85 1� d 0 18 p!ank 5p 118 102 9d 38 7 0 81 1 09 1 27 ? C 85 7 1,4 0.18 55 116 tOt 93 3s 7 o.fl3 i it t y9 t �.95 1 t.4 OJ8 60 115 100 93 98.7 O.B5 7.13 131 7 O85 1 1.4 O.tB 100 95 84 79 38.7 0.99 t26 1.43 h�6p 1 O.d5 1 7 8 0 18 0•15 757 142 129 59 0 0.7 Q85 '1,03 hsSO t 0.85 � 1 4 0-18 20 157 138 128 58.0 07 6.g 1 Od 1 0.65 1 1 q 0 18 25 157 i 35 124 58. D 0.7 0.94 1 12 '1 0.85 t 1 4 0 18 No. 11 ga. 81i� 30 157 132 122 59.0 0.7 0.88 1.18 1 0 85 1 td 0 18 t-3l4" Naiied 2X4 35 153 130 120 59.0 0.73 1.01 1.79 t 085 t LA 0.18 HardiePiank� 5I76 5_25 GaN Through wood 24 40 150 128 119 59.0 OJe 1.Oa 1.22 � q.85 4 1,4 0.�8 Roofing nail top edge of Hem-Pir 45 148 127 117 59 0 07&5 tOB5 1.245 � 0.85 1 1,4 0 18 plank 50 145 725 118 59.0 0.81 1.09 1.27 1 0.85 1 7 4 0 78 55 144 124 115 58.0 0.83 7.11 1.29 1 O.sS 7 14 018 60 142 723 11q 590 085 1.19 131 1 0.85 1 14 018 10D 118 704 98 SB.O 0.99 128 1 43 h>60 t 0 B6 1 1 fl 0.18 0-15 143 130 118 49.5 0.7 Q.85 1.03 hs80 1 085 1 1q 0'18 20 143 127 115 49.5 0.7 0.9 t.q8 1 O 85 1 1.4 0.18 25 143 124 '113 48.5 D 7 0.94 1 72 1 0.85 7 1.4 0 18 No. t1 ga. Blind 30 143 121 111 �9.6 0.7 0.96 1.18 i 0.85 1 1.4 0.18 �� Nailed 2X4 3B tA0 119 110 48,6 0.73 1.01 1.18 1 0.85 1 1.4 0,18 HardiePlenic� 5/16 8.25 Through wood 24 qp 13g 11g 109 49.5 0.T8 1.04 122 7 D.85 1 1.4 O.te Galv. to e e of Hem-Ftr RooBng naU p � 4S 135 116 108 48.5 Q.785 1.085 1.245 1 0.85 � 1.4 0.18 piank 6p 133 NS 106 4B.b 0.81 t.OS 1.27 t O,aS 1 t.4 0.'18 55 182 114 10B 48.5 Q83 1.11 7,29 � O.B5 1 1.4 O.fB 80 730 113 105 49.5 0.86 1J3 1.37 1 0.85 1 7.4 O.iB 100 108 96 49.5 0.99 1.26 1.43 h>80 t 0.85 i 1.8 0.18 Page 8 Ft�mald Oya�aa ard Associales, Im �, >50? VJr;mer Averue ��7G - , •�r:rt:nq z,n ��ach rf. g'�`, - -',,'� -� �.._a?c�.. ' Z , t?4 � _ "�.�"'i :'rrae�_t RiC)-°:;i5-G� ti � .� - ` ss - i,�.. �, .. . ;r. ,. .� ^ -,�; � .. „ . , ` � � _ , �.._. _ ._ - j" ..,nh:�,;,, .._., _ - t _ ,. ..,� �- . , .- . , : I _ .. - " ^.'� 4` '! ' ti �,�, }� dasic VJind Speed mai- CeeFticiants ;;see::n � Caf4 •�t' s !e 7 '�� ''' (3�secund5:�st? --- - -- -- --- --�'� �'F4 N 4� l+'T y,'�O�. IBC�^�•S1RC� 'a �'/,. . �\�� ` � �.��.�. 1 Product Stud Buiiding E c:jmyr. "- -- -�----�-�' I�I"" , ,' S, LtiSdth Fastener Fastc�ner Frame p I'�od��c! "fhucF.ness �ir.cF�s� Type Spacing Type Spacing He�gM 8 G D t.oau � �'h r,tch�s) finches) (teel iYSF: Er.p 8 Fxp t, Exp � K K I� VG GG�„ 0-15 133 121 i1D a,?t o7 085 °"v3 hsL� 1 Da5 1 t4 GIB j 20 133 iti 10� +27 .,�7 G9 76d 1 D_85 '� i4 018 i zs t33 ii� ia5 4z� : cr u� ��zi �i e.as t�ia;c_�e i i� � Nlu�c 30 ?33 1;3 703 a27 ` 67 06'3 1 1g� ' 1 0 05 7'1 d 6 18 � I i ga. Naded 2X4 I 35 130 111 102 d<" 7 o.73 1 Ct s 19 t D 85 9 1 d u iS r ; I�.d,<.PI^r � '"�; 1�' _ I �} i ihrcin�h w'oad .. 40 728 109 I �Ot �l� 7 G 7G + Ca t 22 1_� .� A g i t a 0 t ri (';'.� to ; e a oi Nem-F+r j ^:cofm� r.ai! F � 45 ':26 iD6 tcV a2 7 c.7a5 i[x�5 : 2s5 1� i it Ns �i t 4 i n)8 GIc' � �--- 50 iZ4 t0i 59 �12 i! O,Qt ; C9 ; ;'� C 65 1 I 4 0!8 ; 55 ',2� IOf+ 98 .�27 ' 08.. � 1: 5{ 1 CF5 1 14 b'id ; 60 121 lOL• 9? 42,7 � 085 1 13 ; 3� 1 085 1 tn o 18 100 100 89 83 42 7 0 99 1 2ti 1.43 li>6'� 1 0 95 1 1 9 0 13 � � 0-15 125 713 103 3T 5 0,' J 85 1 03 h::SG 1 0 85 1 1 A 0,13 , 20 125 1tU" 1�1 3Y5 C'r Oc ?p8 1 G95 1 i4 018 ' � 25 725 t0E 99 3',5 07 u�4 512 1 G85 1 1M1 016 � 91:r;tl :0 i25 ip5 9,' J�5 D7 038 1 i6 t Qd5 i 1.4 C18 �� i � �� Na;led 2X4 35 122 704 96 375 0_;3 t Ct 1 �9 ( 1 0-85 t �_4 O 15 i -"3,%4' H„rd:oFl„nkre; I 'J;G I it , 5 T'hrough wood 24 AO 120 102 95 37 5 0 78 � Od ? 22 C i C 85 1 1.4 0 18 �ar; ._.� L �Rr,cfinp iiail 'op �dc�e of Hem-Fv 45 t18 1Q? 9A s75 O.�C5 ; 06b ' 245 � t o.ti5 1�.a G td ! � P��^ W 176 1�0 93 3; 5 0 e i 7 09 �?,Z; I 0 8o t I,a C,'19 � � 55 715 Si9 9 3r',5 087 ' �t �' 29 ) i 1 085 1 t.a !113 ! 60 113 38 91 375 Gd5 i.t; ? 31� i 0.65 1 i.d 01a 100 94 63 78 7.' S 0-99 9 26 7 43 Iu6D 1 0 8$ 1 1$ 0.18 0-i6 118 107 97 33.5 0.7 085 1.03 h�0 1 0.85 1 1.4 0.18 20 116 104 9$ 39 5 0 7 0.9 1 08 t G BS 7 1,q 0.18 � 25 11& 'f02 93 33.5 07 p.94 1.t2 I 0&5 1 M1.A 0.16 � tva i t�a BLnd 3Q 118 ? OU 92 33.5 0.7 0 98 1 18 1 0 85 7 t 4 0.18 i Nd�led 2X4 35 175 98 90 33.5 0.73 i3O1 179 1 0.85 1 14 0.�8 HaioiePlenk�k� `';i16 � 75 1-3 Through woad 2d AO 113 97 89 33.5 0.78 �.64 1.22 1 0.85 t 1.4 0.1fl Gaiv ro ed e of Hem-Fir Roofiny nail P 9 A5 111 38 68 39.5 0J85 t OBS 1 2a5 t D.85 7 1.4 0 19 piank Sp � 10 9A 88 33 5 0 81 1 69 1 27 1 0.85 1 1_4 0 1 B I 55 108 94 67 33.5 tl 83 1.11 t.29 1 0 85 1 1.4 0.18 � i 60 1W 93 86 33.5 0.85 t.i3 13� 7 O.BS 1 1.4 018 100 89 79 74 33.5 0.98 1.28 i.a3 ha8o 1 0.85 i 1.8 0.19 D-15 1Q4 94 &5 25.8 07 Q.85 7.03 tK�O 1 0.85 1 1 4 0 7H 20 104 91 83 25.8 0,7 0.0 1.08 1 0.8$ 1 7 A 0 16 � 25 104 89 82 25.8 0 7 6.94 1 72 1 0 BS 1 1.4 0 18 Bhnd 30 1D4 87 60 25.8 0.7 6.98 i.t8 7 0.85 1 1.4 a 10 �� 31 Nefled 2X4 35 701 86 79 259 073 t 01 118 1 0.85 i 7,A 018 ' NardieP�ank�fii 5f16 t2 j Gtli Through wood � Z4 4p 8S 85 78 248 0'78 1.04 1.22 1 �.a5 i �,4 tl.18 Roofinc� naii mp edge of Hern-Fir ( 45 98 BA 78 25.8 0 785 1.085 1245 t 0.85 � � 4 418 plank Sp gg g3 77 25.8 0.81 1.09 127 1 0.88 1 1.4 0.18 55 95 82 76 25.8 0.83 t.ii t29 1 �.&5 1 1.-0 0.'IB BQ 94 61 76 25.8 p.BS 7.13 t31 1 0.85 7 t_a o.�8 1�0 78 69 8$ 25.8 0.99 1,26 t.43 h>80 1 0.85 1 1,8 0.18 0-15 25A 23f1 2 165 0.7 0.86 1.03 h560 1 0.85 1 1.4 0.19 20 254 224 204 155.7 0.7 Q.9 10B 1 0.85 1 1.4 U.18 25 2SA 219 201 755.1 OJ O.S4 1.12 1 0.85 1 1.4 0.18 8dring F�0 3p 25q 215 1$7 155.t 0.7 0.96 176 t o.85 1 1.4 0.18 shankbox Nailed 2X4 � 249 211 195 155.i 0.73 1.01 '1.19 t 0.85 1 1.4 0.19 Hard:ePlenkJ 5/16 525 nai1.0.113" .�.h�a�gh W � d 15 40 244 208 1S2 T5d1 0.T8 1.OA 1.22 7 0.88 1 14 0.18 shank X P �� k Doug-fir � 2 2og 190 156.7 0J86 1 O65 9 245 1 0.85 Y 1.4 0 18 0260" HO over1ap Larch X 2.375" L � �2� �3 186 755.1 0.91 1.09 1 27 1 0.66 1 1.4 0.18 55 233 202 187 fb6.1 0.83 1.t1 7 29 1 0.65 1 1 4 0.18 60 230 200 186 155.1 0.85 113 1.37 1 0.85 9 1.4 0,18 100 191 169 159 fss.t 0.5e t.Ze t.a3 meo 1 O.eS 7 1.8 o.ie Q-15 233 211 192 130.2 0.7 0.85 �.03 h�0 1 0.85 1 1.4 0,18 20 239 205� 187 190.2 07 0.9 tA9 7 0.85 7 1.4 6.5a 26 233 201 184 190.2 0.7 0.8� 1.12 1 0.85 1 1,4 0.18 Sd ring Faca 30 233 197 187 130.Q 0.7 0,9 7.78 1 0.85 1 1.4 0.18 shank box Nalled 2X4 � ylg 194 178 t9ft.2 6.73 1.01 1.49 1 0.85 1 1.4 4.18 nail, 0.113" wood HardiePlanlcRj 5116 6.25 shankX T � O � h D Fi� 76 � � 181 176 f�R2 Q 1.04 t2z t q,85 1 1.4 0,18 Q260" HD p �� 6 220 1 1T4 -�R2 . 0,786 1,�fOC 1.245 1 C.86 3 1.4 0.18 X 2.375" L overlaP Bf! 216 186 173 iJ0.2 ot 1.08 t27 1 p,96 1 l.4 0.18 14 1 6 171 g0.2 1.11 1.2A 1 65' 1 7.4 0.4 211 3 7 1.2 p. .� 1J� 1.3.1 1 Q.85 1.4 0.1H 1 175 1S 1 1J0:? fl t.2(t �.43 fi>80 4 tl.85 :1 t8 0.18 Page 9 f2a�a�d Oqa.�:a and As;ociates, Inc - _ _ ` - j-l� !_ � • E90�WamerAvenue,#376 �, �' - , ' {_J �;; hlunhngtcn Beacn CA 9254° _ . - �` _ � _ � �.� v , ' 41 292-ZFn02 rell _ i X , ��ti, • ' �✓� � - - �(�'14)847-a59S(a„ ``-� �'' > i � 7 `tl, ,_ - _ Pro�ac( RIO-2159-G9 � � � -- ' � � . , J.:�ne., H,nr:ic R�,;�64n_I I%;�.;�iu;_es ;�,e - -w s . ,- _ - -, _ j j. iU9i�1 rlin ^oer�ie - ; �l . - ` � � r;�a 723J = i�� ' ' - - ! -BUi� 942i �A3 _ . Y� , _ - V� ��,;_ j � f , � '� ;-��_, . � � . - �� :, � �,. Basic �n� q �� '�'� a Spaed mph ;'/,'�' � t� �'} \ l ,;. �,+ (3-second gust) fce�cients usea in Excel G`�t�p�t� r�5�� 1 IV�? ��,j / - �i�31i1,V�� ,t; IBC�IDE fP,C� {( - -- -- ,� � Prod��t Stud Build� i ('mdur.t Thickness �Nid�h Faatenet r`asten�r Fram� 9 Design i pnchas7 Type Spacfng 7ype Spacin� Heght 8 C U Coad i {incnes) (inches) (feet) !PSFi F�p B Exp C F�p D r, K� I Gi, GC,, 0-15 2iE 196 778 112.3 0.7 0.85 � 03 h<6o 1 0 a5 1 1 n o �¢ 2Q 2t6 190 1?4 112.3 0.7 08 108 1 O65 1 14 0.18 Sdring � �� 186 177 f72.3 07 094 112 1 085 1 1-0 018 shank oox Fd �x4 � 216 183 158 71Z 7 0 7 0 98 1 1B 1 G 85 1 1 4 0 18 nail 0113" NatleC `v 35 212 180 lfi6 7Y23 073 101 '119 1 �]E5 1 14 01F Naid�ef'lank�` 5l16 7�5 Thrr,ugh 76 40 20? 177 164 1723 076 4O4 t2_ i C&5 7 1.�3 0.18 shank x Doug-Fir � 0 260" HD Rlank L2rch 45 204 175 162 t 12.3 0.705 1.065 1 245 �85 1 7 A p 18 Y 2 37;" L nverlap 50 201 173 760 1123 0.81 1 09 1 27 I G 8y i t A 0.18 55 198 172 i59 f123 0.83 111 ?2F.� �t p85 1 tM1 p,tg 60 196 170 15F3 112 3 0.85 f 13 1 3? 1 G 85 1 1.4 � 18 10Q 162 144 135 012.3 0.99 7.26 143 h>GO 1 RBS 1 18 01B 0-15 20Z 184 1W 9BJ 07 0.85 t03 n<6p 1 005 1 i.d 01R ZO 202 179 163 90 7 0 7 0.9 1 08 7 0 85 � 1.d G.75 Sa nng 25 202 175 160 98.7 0.7 0.94 1 12 1 0 85 1 1 A Q 18 shank bnx Blind `X � 30 202 171 157 98J 07 0.88 1.76 1 0.85 1 1 A 0 18 nail, D i 73^ Nailed 35 1�J8 169 155 98J 0.73 1.01 1 19 1 �� [�b 1 1 a o i8 Fl�vdiePlanb�� 5l16 II;?5 1"hrough �voc,d ��, shark K Dcuq-Fir `� 194 166 153 9dJ 0.76 1 04 1,22 1 O.o5 1 1.4 C 1& 0260" HD 1OF edgE cf AS 191 164 i S2 98 7 0 785 1 065 1?AS 1 0 85 I'I -i f, 18 piank Larch X 2 375" L `� 188 162 150 98 7 0_87 t 09 i 27 1 0 85 1 1 4 G 18 `a5 186 181 149 98 7 0.83 S 17 1`Ly 1 p 85 1 1 4 Q.18 60 184 159 148 98J 0.85 1 �3 7'si I p 65 1 1 4 p 16 100 152 135 �27 98.7 0.99 1 26 t 43 h>60 t 0 Ft5 y 1 S 0.1E 0.15 191 174 158 88.0 0.7 0.85 i3O3 h_w'Q 1 085 1 1.4 0.18 20 19 f 169 154 88 0 0.7 0 9 � OB 1 0 85 1 1 4 0.18 8dnng 25 19S 165 151 880 27 094 1�2 1 085 1 14 678 shank box B �� nd �q 'A 191 162 149 88.0 0.; 0 98 1 18 1 0 65 1 � 4 G 18 n8d, 0.113" Nailed 35 187 159 747 880 0.73 101 119 1 0.85 1'i,4 0.18 hlar�liePlankcr� 5/�6 9.25 7hr�ugh wood 15 shankX Daug-Fir '� 1�4 157 1q5 88.0 0.76 7,04 122 7 0.85 1 1,q c.1& G 280" Hp ��P �dge of Larch � 181 155 143 88.0 0%85 1.085 1.245 i p.g5 7 i.a 0,18 X 2 375" L P�ank 50 178 153 142 88.0 0,81 1.0g 1 2? 1 O.AS 1 1 A 0.18 55 176 162 �41 aa_o oaa �_�� t2y i oss � ia o_ia 60 174 151 140 sa.o o as 1.13 � 3� � o es i i.� o.i� 100 144 12� 120 98.0 0 99 1 26 1 43 h>80 7 O 85 1 1 8 U. 16 0-15 168 152 138 6Z8 0.7 0.85 1_03 h580 1 0.85 1 1.4 G 18 20 168 148 135 6T.8 0] 0.9 ,.Q8 1 0 85 1 1,4 6 18 Bd ring 25 iS8 145 133 67.B 0.7 O.�J4 7 12 1 C.85 1 1 a � t8 shank box 61ind 2Y4 30 168 1q2 130 B7.e o.7 0.9s 1 1e 7 0.85 � i.a 016 nail 0,1�3" Nailed 35 184 740 '12g 67.8 0.73 t.0� 7.19 1 0.85 1 1.4 078 H�ardiePlank� 5/16 12 Through WOOd 16 40 161 138 127 87.8 OJ6 t.04 t,22 1 O g5 i 1 a 0 78 shank X Doug-Fi� top sdgs of tarch 02E0"HD 45 159 136 126 67.8 0.7&5 1.065 1.245 1 0.85 1 1A 0.18 X 2.375" L Plank Sp 156 135 125 B7.8 0 81 1.08 t 27, 1 0.85 a 1,4 0.18 55 154 133 124 67 8 0.83 1.11 129 1 0.85 1 1 d 0.18 60 152 132 123 678 0,85 113 1.37 1 0,85 1 1.a 0.18 10p 726 112 7D5 678 0_99 12s t 4s h>so i oas 1 1 a a 7s 0-15 207 188 171 foad o.� o.s5 1os nsso i o.es i i.a o.is 20 207 183 157 7034 OJ O.s t 08 1 O.a5 7 t.a o te 8d ring 25 2W 179 164 fo3,4 0.7 O.sa 7 12 � 0.85 1 1.a o te shank box Fa � 2xq � 20 � 175 161 103.a o 7 a.sa 1.1e 7 0.95 7 ta o ta nail,0.t13" Nailed 35 203 173 1$9 t03.d 0.73 1.01 118 1 0.85 1 1.4 078 Hard�ePlank� 5I78 525 Through WOOd 2q 40 tg9 170 157 ip34 0.76 t.04 112 1 0.85 1 1.4 tl.18 shank X lank Doug-Fir 0.260" HD P 45 196 168 155 T03.4 0.785 1.065 7.245 1 0.85 1 1.4 Q.18 ove�lap Larch X 2.375" L � 193 16fi 154 103.4 0.81 1.09 L27 1 0.85 1 1.4 0.18 55 190 165 153 9Q?4 0.83 1.11 1.29 1 0.85 1 1.4 0.18 60 188 183 151 103.4 0.&5 1.13 1.31 1 0.&5 1 1.4 0.18 100 156 138 T30 103_q 099 128 743 h>fi0 1 0.05 1 18 018 0-15 1g0 172 157 d6.B 07 0.85 1.03 h580 1 0.85 1 1,q 0.18 20 190 168 753 86.8 07 0.9 1.08 1 0.85 1 1,4 0.18 8d �in0 25 190 164 150 86.B OJ 0.94 1.12 1 0.85 1 1.4 0.78 shank box Fa � zX4 30 190 161 148 88.8 0 7 0.98 1 18 1 0 85 1 1 4 0.18 nail,0.t13" Neiied 35 186 158 tq6 86.8 0.73 1.01 118 t 085 1 14 O.te HardiePlank� 5/18 6.2$ Through WO°d Zq qp shenk X Doug-Fir 182 1l�B 14d 88.8 0.76 7.04 7 22 1 0 85 1 7 4 0.18 Q.280 H� piank Le� 45 'I79 16q 142 88.8 0.786 t085 1 246 1 O.ab 1 1.4 0.18 X 2.375'• l ovarl9P 50 177 152 141 BB.B 0.8t 1.08 127 1 0.85 1 1.4 0.18 55 174 151 14D Q8. B 0.83 1.11 129 1 0.63 1 1.4 0.18 BO 172 149 139 @6.8 0.85 4.13 1.31 1 O.BS 1 1.4 0.18 106 143 1�8 119 ffQe 0.98 126 1.43 h>ea 1 0.65 1 1.8 0.18 Pape 10 ' i , .V. �Jr;l�� 1.). :/ �onsid �)�awa and Associales, Ir�^ _ �� ' `�J�i W3rner 4venue #37R � _�, H.�nfingten Beech CA 926��9 � �,, 141 G92 26C2 r,ell _ - _ . . j�1q)R�%- � �„ Y .,.,_� _!.� i . - F��ect FIp?�5�.f:1 - �! ` ' ti y_ . � d y -, �.J _�li f . _ fs;.11 i;t � f'' � „� ,. 1:� `# . , � 1 , � ^- � ��--` , , . in� ��-�r�i� , - s I ,' , i}tt� I .i �.T :�:'3' ' � ^,�,"� � , ; � _��„�. - ;.i"s - - ; -,'�,'�,. . 7 , , ,hxer'.'4$., ` .\�i ' r; ` r, _s 1�' � : �., �, i'.1 : Basic Wi�d s� ¢ p �ucftic�2nts used ir. Fxcel [..�Iculaif�r�¢ Jjdr;`ktU�$'�'� � � (3-second gust) _. - --- --- -- -- lBC�& IR(:�e, k. Produc� Stud Buildiny . .UesrU� �- - -- - � - � �, � lN�dtn Fastener Fastener Frame SPacing H�ight B C D t"�'y I Nrudua Thichnvss � � SpeGng Type (PSFJ Exp B Er�: C Exp Q K., K„ I liG,� vC�„ f,;nches� (inches� (fea[ � _ 0-75 176 1E0 S4S 7•i.� 0.7 0.&5 1 03 h_60 1 U,95 7 � 9 u' 13 20 176 155 l A2 7a 3 0 7 0 9 1 08 7 o a5 1 t n r� i a 25 176 152 139 T4 9 0.; O:�a t i2 i U.es t I 4 G ie I 8 d �'�2 30 176 149 13' %d 9 0 7 0.�8 1 16 7 0 95 1 1 4 0 78 shar,k box Fa � 2 %�`� 35 1%3 l4.' 135 ��! 9 0 73 1 01 I 15 �f 0 fl5 ' 1-i 0 78 na�l, 0 113" Naded �,ocd HmdiePlan�rr, I ;/t5 i 25 Through 2p 40 169 145 134 74 9 0 76 i.'vA '1 22 O fi5 ? 1 4 0 13 - shank X Doug-Fit �q g 0 7g5 1.Oh5 1 245 � 1 0 65 + 0.'18 0 260" HD P�ank 45 167 143 732 � I overlap Larrh 90 16A 141 t3i 7a 9 081 7.�19 1 27 �065 1�t 4 0 �B . K, � 75,` �.�__ 55 16Z 1;0 130 i4 4 0 E3 1 i� 1 29 1 L 0 85 1'•f 0 i8 i ? I p 65 1 t p.18 � 60 160 139 129 '4,9 0.fi5 1 13 9 9t 100 132 177 110 7a.9 099 1 28 1.43 h>6o t 0 iSa t!¢ 0 18 0-15 165 150 136 6fl8 c 7 D.dS t03 nst3n i c.85 1 1.a u.IB 20 165 i d6 133 C>5 8 Q7 C 9 1 06 : a.85 ��'� � 1 R I 2� 165 1A3 131 65R OJ D94 1 i2 i Od5 1 14 018 9d ring B �� d 30 765 140 128 65,8 � 7 Q 9E 1 18 0 85 1 1 A 'J iB ;t�ank box 2xa 35 162 138 �2' G9 e o 7a i oi � ia i o.ss i � a o �a � Naded " nail. 0 113" wood 24 40 159 136 125 65 a 078 1.04 1 22� ? o.a5 � i•�_ o i5 � Nard,eFlank�p 5/15 � 25 shank X Through poug-Fir 026�" HA ��p eage of q5 156 134 124 65.8 0 785 1 065 t 245 1 0�5 f 1-1 0_18' Larch ( X 2 375" L Planh 50 154 132 123 s5 9 0.8 t .09 t: 7 1 D a5 1 7 4 o t E 55 152 131 122 s5 a ua3 � 1 � 2s+ � o¢s � i�� o ia 60 150 130 121 65.;� 0 85 ? 13 ? 3^ 1 � 85 i 1 4 � 0 1 b I 100 124 110 7G3 55 3 0:79 1 26 i 43 h>50 1 U 85 1 t e! 0 1R 0•15 156 142 129 �&.7 � 7 G.85 tA3 hs60 1 0_F�5 1 I A 0.18 � 20 156 139 �126 58 7 0 7 0 9 1 CE 1 0 85 1 1 4 0.18 � 25 156 135 123 5a.7 0-7 0 94 1 t2 i o e5 i� a o ta Sdnng B � i � a 30 756 732 121 587 07 098 11E 1 085 1 ta 018 snankbox ZXQ 35 153 130 120 58.7 073 101 719 1�85 1�I4 0.18 Nailed nail, 0 113" wood HardiePlanhl% SIt6 325 5hankX Through Doug-Pir �� `� t50 � �18 587 a78 1.G4 �22 t 086 1 14 0.19 0260"hl0 1O Larch 45 �4� �Z� �� 58.� C765 �.085 �.245 1 065 1 1,4 0,18 X2375"L P�ank 50 14S 125 7�6 58.7 081 109 127 t 085 1 �4 0.18 55 143 124 115 5BJ 0.83 111 129 I C).@5 1 14 018 60 142 123 114 58J 0 65 1.13 1 31 1 485 7 1 4 0 18 �� 17 ��q 9g 587 09B 128 1.43 h�60 1 0.85 1 18 0.16 0-15 137 124 113 452 OJ 0.85 103 hs60 1 0.85 1 14 0.18 20 137 121 110 45.? 0.7 0 9 1 Od 1 0.85 i 1 4 0.18 25 137 118 108 d5.2 0 7 D�J4 ? 12 : 1 O R5 1! J 0'IS 6d riny Blind 30 137 116 106 45 2 0.7 o J8 1 is i o 85 1? 4 0 t� shankbox Nailod 2x4 35 134 114 105 45.2 073 101 1.19 :� oa5 i tA o ia nal, 0 113" Wood � NardiePlank� 5118 1z shankX Through Doug-Fir 24 40 732 112 t0A 45z 0.76 1.04 �22 ' 0.85 i i.A 018 rop edge Of 45 t29 111 t03 45.2 0.795 'I 085 7 245 i 0.85 1 1.4 0 18 0 260" HD Laroh pl8nk 50 127 110 102 452 0.81 1.09 1 27 1 0 85 1'I a 0 X 2.375' l 55 126 109 107 45.2 0.83 1 11 129 � 0.85 1? 4 0.78 6Q 124 108 100 45.2 0.85 1 13 1 31 7 O BS 1 i 4 0'I e iW 103 91 86 45.2 0 99 1 28 1 43 h760 1 0 85 1 1 8 0.18 0.15 235 213 193 f325 0.T 0.85 1.03 hs60 1 0.85 9 1.4 0.'IB 20 235 20T 1B9 132.5 07 0.8 i.oa 1 Oe5 � ta Ote 25 236 202 186 132�5 0 7 0.94 1.12 i 0.85 t� a 0.18 0.092" Fece 30 235 198 182 r32.5� 07 0.98 7.16 1 0.85 1 �.4 018 sh2nk X Nailed Zx4 35 230 198 180 732.5 0.73 7.01 7 19 ' 0 85 1 1-a 0.18 0.222" HD W� HardiePlank� 5116 5.25 x Z 5 �on9 Through Doug-Fir 16 `w �25 193 178 132.5 0.78 1.04 1.22 1 0.95 1 1 4 . plenk 45 222 M190 176 132.5 0.785 1.085 12a5 1 oBb 1 td 0.18 gaiv. Siding OVe �a��' S0 218 186 174 1325 o.et t.o9 127 7 o.B5 7 i 4 o.te nail 55 215 186 173 132.6 0.83 111 129 � 0.85 1 1.4 0.18 60 213 186 172 132.3 O.B5 7.13 1.31 'I 0.85 1 1.4 018 100 176 156 147 132.5 0.99 1.29 143 N60 1 08S t�.9 0.18 0-15 215 195 177 1713 0.7 0.85 1,03 hs60 1 0.85 1 L4 0.18 20 215 190 173 111.3 0 7 0.9 1.08 1 0.85 1 1 A �.18 2b 215 186 170 t7L3 07 0.94 i.t2 1 o.e5 1 14 0.16 0.09T' 3p 215 182 187 ii1.3 OJ 0.98 1.18 1 0.85 1 14 0.18 shank X F �� ZX4 36 21� 479 165 11 f.S 0.73 1.01 1.19 1 0.95 1 1 4 0.18 Neited HardiePlardc� 5l18 625 0.222" HD Through WOOd i6 40 20B 1T6 163 111.9 0.�8 'I.04 1.22 1 0.85 1 t.4 0.�8 X 2.5" long Doug-Fr gaN. Sidi�g Pienk La � 45 2Q3 174 181 1 f 1.3 O.TBb t.Q86 � 246 1 0.85 'I 1.4 0.7 nail overlap 50 200 17Z 160 Nf.3 0.81 1.09 127 1 0.85 9 i.a 0.18 �5 196 171 158 iiL9 D.&1 1.11 1.28 1 0,65 t 1.4 0.18 6p 198 t89 157 t 11 3 0.86 1.13 1.31 1 0.99 1 1.4 0 18 h� �,� �qg �3q fit.3 0.9Q 1.28 1.43 h>60 1 0.85 1 1,8 0.18 Page 11 .�.�.. - -- _ _,._._ ..�...�..w.. . .__.��..,�.�....Rww.r<wM... ..,.m..�.�_,._ , � � ' n,, Rcrald Ogawa and nsso��a�es. Inc - ',=r 59U� VJam2� .4verxia k37fi . '', � Hurnu��3�on L'each CA gZ6d5 -_ - (, idj 292 �50� call }. J = ', � , }- . �'i1;8di-4.` �_�_ ' , �! P�c,er,l RIO-2755�03 , �,-' `_.- __Fr°' � _ �' ;;}hj `;�r�:i �� q. � , , '�"� �r�:,� : ! iai�r.., �su��d��iy P _��,:�a ,. - v '�` ' - - -- . . j � - _ t' --. . �U`.al;l i In 4vnnue _ ' ,- , t, ;'.'�" ; rcntana. �,An,"'.3' ; s � �` -' 1-UOnq,:_'>3 -, - i �st' _ _,_ �{,l,.. . ��('� ;` i ; : .. �s..ih >°�, C?,/ ,��. e'. . g�si� Wind SPeeC mph CoefTrcients used in Excel Calcula0(��¢�� -�" '-- '' �3-second gust) K- � , , !, }��' • 16C�:� 1ftC� J -�' -- , �s�'��d f St:�d Buiidin� i Desgr. - Prcduct yVi�tt� Fast�ner fastaner Frame Spac�nc� Height B G D Load I ��`.y Proci ct 1 Mcknass 5 ar;n T ac. (FSF) Exp � EKp C t� D K" K I G�" ��" - <� (inciies� (yp� P 9 Y. ' �in�osj (ieet) (inchss) 0-15 200 181 i 65 96 G 0 7 �.b5 1 03 h580 1 0.65 1 1 4 0' 8 } 20 200 176 161 96A o-' 0.9 1 �8 7 0.85 1 1.4 Q.18 25 200 172 158 5oA 0 7 0.9�4 7 12 s o-as i� a o �a I O85 1 14 018 pG�:' 3t7 200 463 e5h 98.0 07 0.98 118 , oas 1 14 9ir3 Face 2 ,� y � shank X. Natled 35 196 � 16d 153 96 0 0 73 1 01 1.19 0 85 1'. " o' 8 0`L7F' H(] I ' S6 4U 152 16d I51 960 0'6 t 04 1 22 Hardir-Plankpl i ai5f, i I 2S X 5' !on9 � Thmuc�h Doug�F� � I t D 85 � 1 4 0 18 plank 45 1B9 16Z Ig0 ss.0 o"795 1 065 1 2aS � I t^1v 5itlin. L<lrui �48 96 0 0 81 1 OS 1.2? r f 0 35 1 t 4 0 i8 -�° � I overia�: 50 136 160 � p�� i 14 018 i � ��:�il � $5 183 159 � 147 960 0.83 111 125 60 181 157 1A6 96A G.85 1.73 131 � 085 'I 1 4 �J 18 � �pp 15G 133 125 56.0 0 99 1 26 1 43 h>�0 Y 0 95 1 I 8 D 18 0-15 187 170 154 84.3 07 C85 t.03 h<_66 1 0.85 1 1A 0.",8 � I �� 187 155 151 94 3 0 7 0 9 1 0P 1 0 8S 1 i d O 18 � 25 187 162 148 84 3 0.7 0.9d 7 t 2 1 D 85 'I 1 A � 1 B ��tl�?" I 3p 187 158 145 8�l.3 07 098 4.10 1 OBS 1 t.A 0.18 f3li�id :!Y.4 shani.X Nauco 35 183 15G 144 B4.3 073 107 1.19 1 085 1 14 0 (p222"HD '�VOO �54 1�2 8�+3 078 t0d 122 7 085 1 1.4 018 Throu4h 76 �� I lar<nrWank�� ;� �E � LS X 2 5" lony Douy Fv a5 177 152 140 H4 � 0 765 1 065 1 245 1 0 BS 1 1 4 0.18 top edgo ol Larch g�lv Sidin� pla i � �U �7q 150 139 8d 3 0 Bt 'I 09 1 27 1 G.05 1 1 4 41b � �� 55 172 149 '38 84.? 0.83 1_t1 i 29 L1 085 1 t A 0 18 � 6p 770 147 137 84_3 G,@5 113 731 � 1 035 I 14 01t3 �p0 141 125 717 84.3 0'J'J 126 143 h>60 1 0,85 1 18 0 01 0-15 177 i 60 14E 75 2 0.7 0,85 1 03 h_<60 1 O d5 ? 1 A 0.18 20 177 156 142 75.2 0 7 0 9 t.08 1 0 95 � 1 4 OJ8 � ' 25 177 153 1A0 752 0.? 094 'I t2 t O85 1 14 G.18 ! 009"[' � 30 177 149 73; 752 0.7 098 1.16 1 aa° t 1.4 018 Rhnd shank X 2X4 35 173 147 136 752 0.73 1 Ot 1.19 1 0 85 1 1-a o 1 Nailed Wo � 0222"HD jhrou h i6 40 170 145 134 75.2 07B 1.04 122 1 0.85 1 14 .t hlardiePiank47 �716 9 25 x o F lon 5 Dou rir � top edge of � 45 167 143 133 T5.2 0.785 1.085 1 245 1 0 85 1 1 4 0 aiv Sidin p�ank Laich � 9 50 164 142 131 75.2 0 8'I '1.09 127 � 0.85 1 1 4 D. i B naJ g$ 162 140 130 752 0.83 '1.1 t 1.2° 1 0.85 1 1.4 0.10 60 160 139 129 75.2 085 1.13 7.31 1 0.85 1 1 q 0.'18 1t70 133 118 i 10 752 0.99 1 2B 1 43 h>60 1 0 B5 'I t B Q 18 0.15 155 141 128 58.0 0.7 0BS 1.03 h=�60 1 0.85 � 14 01B 20 155 �137 125 58.0 D.7 0 9 7 09 1 0 85 i t a 0 18 I 25 155 134 123 580 07 094 112 1 C85 1 14 0.78 � 092" 30 155 131 121 58.0 0.7 0 98 'I. i6 1 O 85 1 1 4 0 78 Eihnd shank X Zxa 35 152 129 119 SB O 0.73 1.0'I 1.19 1 0.85 1 � 4 0 Nailed Wood Q222" HD Throu h 16 40 149 127 118 56.0 0J8 t 04 1.22 1 D.85 1 1.4 0.� HarUieF'iank6� 5116 �� X 2.5" lony 9 Doug-Fir top edge uf 45 147 726 116 58 0 0785 7.065 t245 1 0 85 1 1 4 Q 1 galv Siding Larch plark 50 144 i24 115 58.0 087 1.09 1 27 1 0,85 1 i 4 G.1 �� 55 143 123 114 58.0 0.83 1.11 129 1 0.85 1 14 0.18 60 1A1 122 113 58.0 0.85 1.13 1 31 1 0 BS 1 1 4 0 18 100 117 t03 97 580 099 126 143 h�80 1 O.fiS � 18 018 a15 192 174 158 88 4 07 0 85 1 Q3 hs60 1 0 85 1 1,4 0.18 20 192 169 154 88 4 0.7 0.9 1 08 '1 0 85 1 1.4 0 18 25 192 165 151 8B.9 0.7 0.94 1.12 7 0.85 1 1.4 0.18 0.092" Fa � 3p 192 162 149 88.4 D.7 0.98 1.18 1 �.85 1 1.4 0.18 5hank X Nailed ZX4 �r �gg �gp tq7 88.A 0.73 1.01 1-19 1 O.BS 1 1 4 OJ8 0222" HD wood 24 40 184 157 145 e9.4 0.78 1 04 122 '1 0.85 1 1 4 0.18 HardiePlank� 5l16 525 Through plank Dou Fir X 2 5" long 9 qs �g� 155 144 eB.4 0.765 1.065 1 245 1 0.85 1 1.4 . galv Siding Larch overlap 50 17B 754 142 88.a 0.8t 1.09 1.27 i O.B5 1 1.4 . nail 5,5 176 152 141 88.4 O.B3 1.11 129 1 0.85 1 t.A 0.18 � �7q �57 140 884 085 1.13 1.31 'I 085 1 14 018 10� 144 128 120 88.4 6.99 126 1 43 h>60 1 0 BS 1 1,8 018 0-15 176 159 145 74.2 07 0.85 1.03 h�80 1 0.&5 1 1.4 0.18 QO 176 155 141 7a2 0.7 0.9 1.Oa 1 0.85 1 1A o_'IB y$ 176 152 139 74.2 0.7 0.94 1.12 1 0.85 1 1.4 OJB 0 092" F � e 30 176 148 136 74.2 0.7 0.98 1.18 1 O.BS 1 1.4 0.18 sha�kX 2X4 a5 172 746 135 74.2 0.73 t.ot 1.t9 7 tl.85 1 1.4 0.�8 0222"HD Nailed Wa � 1 0.86 1 1.4 0.78 HerdiePlank� 5116 625 Through 24 40 169 tA4 133 74.Y 0.78 �.D4 1•22 X 2.5" long Doug-Fir �r �� q2 132 74.2 0.785 1.065 1.245 1 O.BS 1 1,4 0.18 galv Siding P�nk Larch � ig3 141 130 74.2 0.81 1.09 1.27 1 0.85 'I 1.4 0.18 overlap nail �,5 161 139 129 74.2 0.83 1.14 129 1 0.85 1 1.4 0.18 80 159 138 128 74.2 0.85 1.t8 7.31 1 0. 1 1.4 b.18 100 132 117 110 74.2 0.99 126 1.43 h>80 1 0.85 1 1.B 0.19 Page 12 itenald Oqawa and Flssoaates, inc 5901 Wa^ner Aven�.ie, N"3�?5 Hunf:ngten Boach, G.A 92E4�i � •� , ' %74; ��2 �6p2 cel; ' ;,�t (71<'r) A�t7-45°S'a< `��. . Prn�ect RIO-2759-03 i` � . . y ,,�� - ` 4;,n . i:.� ; I�: j P� .i., 1.� ..r, i.�.. , , : I(�'Jtil. . ��,:n< - • 1 �.:li;ll'�a ., .. ,., "" - 1-tifi'!-�! i,'- �l.i ' "[ j L., -- '�� ' .",f-.. '� � s ' �� . �� . Basic Wind Speed mph .'��` '`� - +�{ �. ' = ' - " � -� �oefticicnts used �t�xc� cUta'3 TS;�!iS�YF9bie`7 `p, ;� � i � � (3-second c�ust; _ �, _ �v .�: + i � i _.. I lBC�&iP,CCRJ -- -- --^--K - r�1'�f ---`a. �' i � : �, � � Product �Mu1Y; Fs;tener Faslener F�ame Siud F3uilding Desiyn �/ ;f `� �\� � ,�+ Prnd�;, ih;ckness qnches; ! yp2 Spadng Type Spacing Height � C D coad �� J 1'. �� Uncnesj (mches) (teet) (PSF% Exp 3 Exp C Exp O tic, i G�.�, GC 0-15 183 148 134 69A G.7 085 1.03 h<_60 7 GE5 1 14 01�4 � I 20 163 144_ 131 6a.0 0? 0 9 1.C8 1 0 H5 7 1 4_ C 19 i I 25 163 141 12�J 64.0 0.7 p 94 1 1-^ 1 0 8.5 1 7 4 O 18 � sl. nk x �` 0e ?X,� 30 163 138 127 64 o Q; � ��JB 1.10 i D85 1 td 018 � Natled ! 35 760 136 125 6a 0 D"73 t Ut t t9 1 c 85 �t t , o�i3 � U :22' HD wood 7 farnial�I�nL � 'di(� ' �5 - R:ro�.i3h 24 d0 156 1"34 124 54.0 D,%6 1 04 1 27 � C Fi5 �'i 4 I C I3 X 2 5� loi�o Doug-Firi �- ---- - plank 45 754 "I32 772 64.0 0 785 1 085� 1 245 I L' 85 I 1 4� C �3 qalv Sidinp i ar,h � - M-. _-- --._ .,' � uverlap 50 152 131 _ 121 6a.0 0.81 1 OQ ;27 1 ^ 85 1 1%, i L' 12 S5 150 129 120 ti4.0 0.93 ' 1� 1.29 1 O.SF, 1 1.h � C 18 60 146 128 119 6A.0 0.85 i 13 1,31 1 6.b6 1 1 4 018 i 100 122 109 102 64.0 0 99 1 26 1 43 h>EO i o 55 1 1 8 0.1 a 0.15 153 139 126 562 0 7 tl.a5 ; 03 h�60 1 o.e5 1 i 4 0 19 20 153 135 123 562 0 7 6 9 ; 06 1 0 85 1 1 A G 19 25 153 132 121 5s.2 0 7 0.99 � 72 t 0 8; 7 t,a 0.18 sha�nN X al;nd � x-0 30 f53 129 119 562 07 C.98 i.16 � 0.85 1 14 0.18 Na4ed I 35 150 127 177 562 073 7.01 '119 1 Ofl5 � t4 O.tB Q 2, T' HD woGd tlaroicPlank�3� � 5/16 925 Through 24 40 14? 125 116 562 0.76 1OA 122 1 0,55 1 tA 0,i0 k 2 5' fona Doug-Fir - ; 9��v Sidmg top edge of Larch `� 144 �24 11S 56 2 0.785 1 065 i.245 1 0 85 1 1�; U �8 i „�� planY. 50 142 122 113 56.2 0.81 iA3 127 � OSS 7 1 d 0_1U I 55 140 121 113 562 0.83 t 11 1 29 1 085 I 1 a 01U i 60 139 120 112 56,2 0_85 1 13 7 31 i � 8�� I i d 0 td � 100 715 102 96 56 2 0.99 1 2� i A3 h%60 1 D BS 1 I E 0 18 { i D-15 144 _131 119 50.1 0.7 0.85 1,�3 h5E0 1 OE5 1 14 0.19 � 20 144 127 116 50.1 0 7 0-9 1 0B i D 85 1 1 d �0.16 0092° �5 1AA 125 114 501 07 094 1.12 1 085 1 14 0.18 BImC 30 144 122 1S2 507 0.7 098 tt�i 1 085 1 t4 018 shanh X plailed � 35 t�i 130 117 50.1 0.73 1.01 1.19 1 0 65 1 1 4 0 78 HardiePlanka� 5/!6 q 2�', �.222" FID fhrou�h �"ood i,� 40 139 118 109 50.1 OJB 1.04 i22 � 085 � 1 d 0.18 ' X 2 5' IOng �Op edqe of DOUg-Ytf �5 736 117 108 b0.1 0.785 1.085 1.245 1 0.85 1 1.1 0,18 � gaiv S�dinc� Plank Larch r�p 134 176 1Q7 50.7 0.8� 1.09 127 1 685 1 1.4 D,7E r,zil i 55 133 115 106 50. l 0 83 1 1'I '1.29 1 0 85 1 1 a 0 1 B 6q 131 714 106 50.1 0.85 1.73 t.3'I 7 0.85 1 1.4 0.18 100 108 96 90 5�.1 0.99 1 28 1 43 h>BO 1 0 85 1 1 8 0 18 0-15 127 115 1M 38.7 0.7 0.95 7,03 hs60 1 0.85 1 1.4 0.18 20 127 112 102 38 7 07 0 9 1 OB 1 � 85 1 1 4 0 18 25 127 109 100 3H 7 0] 0.94 7 12 1 0_85 7 7.4 D 18 �� Q9? Bhnd 30 127 107 98 38.7 0.7 0 98 y.t6 1 0.85 1'1.4 0 18 �hark X Nailed ZX � 35 124 106 97 38J 0.73 1 Ot � 19 t 08b 1 t.a 0 18 Heud:ePlankt�s' Sl16 �� 02<2"HD Through WOVd 24 40 122 10A 96 38.7 0,78 1,�4 t.22 1 0,85 1 tA 078 X 2 5" long top eckge ot �oug-Pir A5 120 1D3 95 38J 0.785 1.065 1.245 1 0,85 7 1.4 0.18 galv Siding P�ank Larch � ��B �p2 84 38.7 0.81 109 1.27 1 085 1 1.d O.iB nail 55 116 101 93 38.7 0.83 1.11 129 7 085 1 14 0.18 60 115 100 93 38, 7 0.85 1 13 1 31 1 0 85 � 1 4 0.18 100 95 84 79 38.7 0.99 1.28 1.43 h>60 1 0 85 1 1.8 0.18 0-15 190 172 156 86.4 0.7 485 1.03 h580 1 0.85 1 1.4 O.td ZO 190 167 153 �88. d 0.7 � 0.9 1.08 1 0.85 1 1.4 0.18 0,092" 25 190 164 150 86.4 Q] Q.94 1.12 1 0.05 1 1.4 0.18 Face 30 196 160 147 86.4 0.� 0.98 t�8 1 0,85 1 1.4 9.18 shank X Nailed 2x4 35 188 158 145 86.4 073 1.01 1.19 1 0.85 1 1.4 0.18 Hard�ePlank� 5/16 5 25 0.222" HD Through WO � 16 40 182 155 /44 86.4 OJB i.Q4 1 22 1 tl.85 1 14 0.18 X 2" tong Doug-Fir galv. Siding P�ank Larch 45 179 154 142 86.9 0.785 1.085 1.246 1 0.85 1 1.4 0 y8 nad ove�lap 50 176 152 141 06.4 0.81 1.09 127 1 0.85 1 1.4 0.18 55 174 150 140 86.4 0.83 1.11 129 1 0.85 1 1.4 0.18 60 172 149 139 88.4 0.85 1 13 1 37 1 0 95 1 1.4 0.18 100 tA2 126 118 86.4 0.99 1.26 1.43 h>60 1 0.85 1 1.8 0.18 0.15 174 158 143 72.s o.7 0.85 1 03 hs8a 1 a.&5 1'1.4 0.16 20 174 153 140 72.6 0.7 0.9 1.08 1 0.85 1 �.4 0.18 0.092" 25 174 150 137 72.6 0.7 0.84 'I.t2 1 O.BS t'1.4 p.18 Face 3D 174 147 135 72.8 �.7 0.98 1.18 7 0.85 1 1.4 0.18 shank X Naded 2X4 35 170 146 133 72.B 0.73 1.01 1.19 1 0.85 1 7.d 0.18 0.222" MD wooa HardiePlank� SJtfi 6 25 Through 16 40 167 142 132 72.8 OJB 1.04 122 1 0.85 1 1.4 0.18 X 2" long doug-Ffr galv. Slding Plank Larch � �� 141 130 72.6 0.785 1.086 1246 1 U.85 � 9.4 0.16 nail overlap 9p 161 138 129 7?.B 0.87 1.08 i.a7 1 o.B5 1 1.4 0.18 56 1 138 1 T8 72.8 0.83 1.1 Y 1.29 1 p 96 1 t,4 q, i 80 159 f37 12 M.8 0.86 1J3 1.31 1 86 1 t.i .18 100 130 118 t OQ 72.6 0 99 � 26 '1.43 h>80 7 0.85 1 1.8 0.1 B Page 13 a �-. 210(;3�:aar:r:PSSOaau�: In_ '�t`��.. ,� 550 i vllamer F venue, li,7b `� � 3� - �%; � F';:riin9t�� GN �aiF-;� ` ' S �. +'�; , ... ; ?S� �Ev2 :el; } '+� �� '�f� ��✓S, i;'4)847459�tGx : �--' ' ti ? - - i Proje.ct RICi-2�59-�9 �� _ �'' _ ��'��- - . �a ��: �-, � � _ .,�5�<< Xt�_r t � . .� f!cr(ii:' fi�.;l1� � I.��J`.'� :i'�: � , � , -i:;' E_it' ��:f�:',iiF� ' � ' R, - t'[?:i�A: , l,i� `.J< _ -�_' ._ -C'i(.'C :1ei�_7.:1 ;� � - . s, _ � _ . �'. ! t . '.[,� ��.�..� - ,. . ��„ /✓ r . `-a4�l�JI - 4 � _ : �. t# � �-°��`+ : � , Bas�c'slnd �p?ad ��ph / „�;- , Caetficie�ts �s2d �n Exctt� Ca( I q�' �� ;�'� (3seccr,� gust; ° y�` x '� ; �: �,\ �'; i � �3 �6C�'a�e.;n,C�;� h,, � f�� E1 1 ��f� 1 Froduct SFud Bu�ldm�l ��' E>r�J�ct Tricknqs� "�d,n 'rastoner Faster.nr Frema De:i�n I � � - ::pacing Hzgh: B C G Lr��1 mchos Onches) Type Spac�ny Type ( ) �fnches; (feet} (AaFj Exp 8 uc C acp D K K: 1 GG.� GG � Q-15 181 i �35 f 33 B2, & 0? 0 a5 1 U3 h�=60 5 0.85 1 1 4 0:9 i I 20 tfit ?42 ?3G d2.6 07 0.9 � p8 i': 0.85 1 1 q � 18 f 25 161 139 ±2' 62.s o7 0.5a t 12 4 t oa5 1 14 0_19 Q. Fd�e k 30 1fii 13n ;25 62.6 07 0.58 1 i6 1 085 - 1 1 d 0�8 shanK X nlailc� ` ! 35 158 1 3 4 ' 2 62 5 0.% 3 t. C i l i'9 '. 1 0 8 5 1 t 4: ^ i 8 �'22" H� �avod ! M._. I '_:l1G 7 z5 �`` Tnro�,3h, ;G aC 155 132 122 62.s 0 ie 1.Od 7 22 ' t U 65 1 I 4� 0 18 I x Z�� o�� ou�_F��j p13nN .15 152 131 12! 62 6 0 785 1 Ci5 1�45 ? 0&5 1 1 4 ^ i^o i �4aP� Siding , �veria - L3 �` n c � , na�l � � j .� T�G 7 =-i 2Q 62 E 0.81 7 CrJ 1-2. 1'; 35 'I t 4 'v'3 � 55 148 128 179 626 C.83 1 it 129 085 t 14 p M18i � 60 746 127 ti8 626 O85 1.13 1_31 1 0_85 1 14 0?8� 9D0 1[t 107 �Ot 62.6 Q99 ?28 1�13 h%60 1 0_85 � 1 8 0 F& � 0-15 151 137 125 55 0 0 7 D."c5 1 03 hs50 1 0 85 1 1-0 C 18 ' � 20 15i 133 ;Z2 550 0: 08 I 7.(i8 1 0_85 'i t4 0 i&, GG57 � 25 ?51 130 120 55.G 07 `v3d i':2 i t U85 1 74 ^i8� sharkX B ��"`' ?�Cq 30 �51 i28 ?�7 556 07 099 718 t O85 1 tq p�a Nn'iad � . 35 148 �26 ;16 55.0 0 73 1 �t 1 19 0 85 1 � 4 0 58 0 222" uU evcoC � H3rd:y�'iar�•r'' :,,'ic � 825 'hrouy'^. � 'f, q0 iQ5 124 t75 55.G 036 1G4 i 7:2 ?? 085 1 S4 0.191 X �" long C}our�-Fir top ed�e �1 45 143 123 � I's 55.0 4 765 7 p55 1.245 0.85 1 1 4 0_ 18 yalv Sidiny � �arch �iar:k i { ngik 50 41 ":21 1 12 55.0 0.81 7r39 1.<7 � 1 435 1 t.d 019 � 55 139 1[0 117 55.0 0.83 it1 123 i 1 035 1?.A p13, 60 137 1'19 11 i 55.0 0.85 1 73 1 31 ' 0 85 1' A 0 78 tOD 114 10t 9A 5�A 0.99 1 26 7.R3 h>sJ � i 0.85 1;.9 CJ8 C-i5 143 130 11fi �9.! 0.7 0$5 t.63 hsP,O t 0.35 � 14 018 20 5q3 t26 115 ag.t o.7 0.9 tos i o.es � i.a o�s � 052 25 143 123 113 49. } 0-7 0,94 1.12 � 0 05 1 4.A Q. 78 shank X �� 2X4 � tA3 121 ? 1} .i9 f o,? 0�J8 1 t6 � U 95 'i t q 0.18 Natled 3S 140 119 1D9 49.1 0.73 101 1.19 � O85 1 1.4 �.18 Hard:aPlark�� 5it6 g25 �'ZZ2�MD Throu h WOOd �� X 2" Mng to ed 9 of �°ug-Fir � 137 1 tT 108 49 1 0]e 1 04 1 22 5 0.85 t 1 4 a.�e galv Sidin[� p � Larcn q5 135 7 76 107 49. t o 785 1 065 � 2a8 � 0 85 1 t a 0.18 natl Piank SQ 133 714 106 q9.7 tl.81 1.09 / z7 1 o a5 1 S d c.18 55 131 t 13 105 49. t 0 83 t J t 1.29 1 0.85 1 1.4 0 18 60 t30 112 104 49.f 0.85 1.t3 131 1 085 1 14 018 100 1W 95 89 49.t o.eg t2a �.as h�eo t o.85 1 t.e o�e 0-15 125 114 103 97.8 O7 0.85 t03 h�EO 1 0.65 1 1,a O.tE C 20 125 111 101 37 8 0.7 0 9 1 OB 1 O 85 1 1 4 O i8 ��„ 25 125 108 99 37.8 0.7 0 84 1.12 1 0 85 1 1.4 0 19 shank X B��nd 3D 125 106 97 37.9 0 7 0.88 1 18 1 0 85 1 tA D 18 Na��ed 2X4 35 t23 104 96 37'.8 0-73 1.61 1-t9 1 C.85 ��.4 018 HardioPlank6 5/18 12 d Z � Hp Throu h WO 16 X 2" fang 9 Doug-Fir � �20 103 95 37.8 O.16 tQ4 L22 7 0.85 1 1A 0 78 gatv Siding topedgecf Larcn 45 118 102 94 3Z8 0.785 t.085 t245 . t p.85 1 1.4 0.18 na0 p � a � k `� �� 9� 37.8 0.8� �.00 � 27 1 o.8b 1 7,4 D�e 55 115 100 92 3i.8 0.83 1.11 'I.?g 1 O.a5 1 1.4 018 80 114 99 92 3Z8 0.85 - 1.13 �.31 1 085 7 1.4 018 10D 94 83 78 378 0.98 128 1.43 h>80 1 0.85 1 1.8 098 0-13 155 140 128 576 0,7 0.85 1.03 hSBO 1 0.85 1 14 0.18 20 f 55 136 125 57.6 0.7 p.9 1.08 1 0.65 1 7.4 0.18 0.092'. 25 155 134 122 5L 6 0.7 0.84 'I 12 . 1 0 85 1 1 4 0.18 Face 30 155 131 120 5T.6 0.7 0.98 1.19 1 0.85 1 1.4 0.18 shankX Nei�ed � 35 152 129 119 BZe 0.73 7,01 tt8 1 o.BS 1 1.4 0.18 HardiePlank� 5716 5 2S Q-222� HD Through WO°d 24 q0 148 127 117 57.8 O.7S 1.04 1.22 1 0.85 1 t.4 O 18 X 2" long iank �g'Fir gaW Siding P Larch 45 tA6 125 116 57.8 0.785 t.065 1.245 i 0.65 1 t.a 0 �b nail ovetlap Sp tq4 124 115 57.8 O.at 1.08 1.27 1 0.85 1 1.4 0.18 55 142 123 174 37.6 0.83 1.0 1.28 1 0.65 1 1.4 0.16 60 140 122 113 576 OB6 7,73 131 1 095 1 1.4 099 100 116 103 Q7 5J'.8 O.Y9 1.28 1.43 h>80 '1 0.85 1 1.8 01B Q-15 tq2 129 117 48.4 0.7 0.85 1.03 hsBO 1 0.85 i 1.4 0.18 20 142 125 114 48.4 0.7 0.9 1.08 1 4.85 1 1.4 D.18 ��•• 25 142 122 112 48.4 0.7 0.84 'IJ2 1 0.88 1 1.4 0.18 shenkX F � y�p 30 t42 120 110 4B.4 0.7 0.98 t.t8 � 0.85 t 1.4 0,18 Naited 35 f3J 118 109 48.4 0.79 1.0� 1.18 1 0,88 1 tA 0,�8 NardiePlaqk�Y 5/18 g z� 0.22T' H� Througb WO°d 24 q9 138 116 107 48.4 0.78 1.04 1.22 1 0.86 1 1.4 0.18 x 2" tws9 P �� Doug-Fir g01v. Sidltlg ��ry �5 134 115 106 t8.4 6,7418 t.065 1.245 1 0.85 7 1.4 0.18 nad � Bflap l32 114 105 49.4 Q8a .09 1.27 1 O.BS 1 1.4 0.18 43q 113 104 �fa,4 0. 1.11 i29 1 0.85 ' 1.4 Q.18 80 �29 Al2 104 48.4 O.ifb 1.13 1.31 7 0,85 1 t,; O,tB 100 10j 9q 89 4B.4 0.90 1,28 1.43 h>80 1 0.85 1 1.9 0.18 Pepe 74 V;� , .. ; Oye,�,a and As,o „ ' - ,��0? �'d;vne; rtvan�;e If"`�(� `- ' ' -, - ez�. r• cr, �,. - : „-!,'.; 29Z-260_ �_eP� '! _ 's . ;��747F54r 4555fax �'- - . . _ , . . - , Riv-'i°g ^_ �'. �• , i_ ' " , . �r , „�,.., ,. ��-��'.,_._ i - ' � ....; I.b. ,\;> , ._ F �rto. .. 4 (�' ,?7 � • - .�,.'�'I, . _ � - .�t..- . - ' � r� Basi� �li�d Spr•.ed rnph , `� :- ; � s . - • �oeffic�enis�4:g��x'��t4:�fctilaLC�s\� Fo� �., �,.. i i:i-secGr.; �USti ��I _"__' _- '..'_ -' "'__ _ ___ _ IBC981RC�J T K ! � Proc�.r' Stud Bwidv�g Ges�n -1-- � - - - I � - - i -� -�, j t^i�dtn Fatter?r ; Fastcn�r Frame � � � i'r;��A,ck � 7h�ckr�ess � 5paang Haght 3 C D Loa� � ' ' � �inr.iies iype i Spaciny Type (inches) pnches) �f6et (PSF) �,p d: xp G Erp U Ic, K„ f GG, �;t,,,.' � � . 0-15 132 iS9 1QB 4t' C� G_SS . Q3 h-.j.;�G05 1�� :?79� � I i � zo 13�z vs_ �c�_ ai _o�_ eq �ioa `_+�oas �_,�s o�a� I 25 132 714 10�! d i' C 7 0 9a +. +? ,� i� A i �� t e, ��:�' fa;,�. I 30 132 711 tp2 tf' 0 U9; ; 1, , j-__ v�� p;ai � sha'nt X :Y�", - - '- - .� ` �, _ _ ._..._..�.. Naiied � 35 i2B 1i0 �7C' �i' OJ3 � oi t£9 i •1 0 n: i _ 0,22" Nt� w��od Hard�,�:P:ru:t�^ � _!1� ,, .� � lt�rouuh ;4 I _ 40 726 1C8 1C0 wl 7 0 ta3 1 Oc _ 122 � i n u-� , n �' �nn? Du.�g-Fir --' - ; '_ - plank � 45 124 1i:? J9 .:� ' 0 7,l=, t �[•,5 �^a!; 5 ` t7a!`l .�'� l.a!',Il � '_.. _ _ _ '_�__ � �•+F�:af� SO 722 105 � JA_ v7 0 Ei' t Oy t_7 i; r e�� ' r) in � I nau � i ' � 55 121 105 97 41 7 0.83 1 11 � 2G I u t35 1 t��?- � ! 60 119 104 53 �7 �� O.oS t i1 4 t 3 �!' C�.85 ' . c fr i "' - -'. - 100 99 98 82 �7 ' 0.99 1�6 Y-'r3 h:9C 1;�5 ' 1 9 i 3 0-15 123 712 102 36 ; 0: 0 34 1 03 ; i;d0 ! 0%SS ? I•� � �:8 � j 2o iz3 ias �J9 as r c � o.s � oa c es i r�� 25 1[3 f07 99 `s6? C7 09a i.i< ' I C't5 I 7t+„ J E3hnd 30 123 104 36 36 ' a 7 0 9a t 16 I . � � Od5 'I iG OfN ; ahank.X i �X4 - -- - - - - --- .- - Na6c;d 35 12i �- 103 95 36 ,- 0',. tOt 1. i? C e; '' c �� 'a { :1:':'.[. iiL7 j 'NtX1d Hc+;dicP�ar:a�� 1 51?v i H 25 7hrcuyh ,.» 40 '118 107 54 3E' 0.7E tAJ i 2� t &5 � t. 0 t8 i Y, 2" lon� I Ooug-Fir ; -- ( icp edge of 45 717 iG0 93 36 % Q i85 1 CGS � 24 � u e5 ! I. 0 18 . ;7alv Sidin9 L.ar�n -. _ - . - - plank 50 /15 9° 92 36 7 0.? i 1 �� i� `-: c� e5 1 q.; '.� r.a:' _ _ _ _ __ __ _.. � � I SS 113 9$ 91 3o i 28? 1 1'. 7 2:+ � t; 35 1 �.' _) ;a I 60 112 47 90 36 �' O RE 1 i4 1 3' 1�G 8� 7 4 0, i8 1Q0 93 82 77 39 7 0.�9 7.26 7 43 n�:C , t r. @5 1? 3 0 7B 0•15 117 106 96 321 0 i 095 t OS hs�0 t �.r9 M1 o.�d 20 117 103 94 327 0_7 Q9 108 i C85 1 t4 0?p 25 117 101 92 32 7 aJ 0.9E 1 1? � �; 3°� i�i a a t8 � ^92" E � Blind 30 17� 99 51 32.T o.7 0.98 1 1E G,35 1� a 0'8 � 12L k H� NaOed w XA 35 114 97 89 32 7 0 73 1.01 1 18 �� D 85 1 1 a o.?e HarJie{�lar.k;i 5� �25 Through �� 24 40 112 96 88 32T OJ8 10A 1.22 08= 1 11 0?8 i X 7' long ' Poug-fir -- - tap Bdve of 45 1 SO 95 87 32 7 0785 1 065 1 245 Q OS 1 1 3 0 i8 g3�v Sldlnq ��ank ��' 50 108 93 87 32 7 0 81 1 09 � 21 ' 0 85 � t 4 o t9 natl 55 107 93 86 327 O.s3 t tt �ze 1 ues � in ��s 60 106 92- Bb 32 7 0,85 1.13 1 31 i 0.85 1 i�l 0 18 100 88 78 73 327 099 126 � 43 h�60 1 085 1 1 8 P 19 0-15 102 B3 9A 2S 2 07 Q&5 1 A3 hsCO ? 0.85 1 1 4 J 48 � 20 102 90 82 25 2 0 7 0 9 1.06 ' G.85 1 1 d 0 19 j 0.05Y' 25� 102 88 81 25.2 07 o.sa 1 i1 " Q85 1 t a o 18 6liitd 3� 102 � 86 80 252� 0.7 0.98 11B ? 6fl5 S 14 �78 shank X. Nailed 2x4 35 100 85 78 2b 2 0,73 1,Ot i.19 0 85 t 1 a 0 18 0 222" HR wood H.,r�.r�N�,r.�� SitC: ?z 7hrough 24 40 88 84 7d 25.<^ 07s 7.on ?22 � c.as j �a oia X 2" long �op edpe of Doug-Fr q5 97 83 7; 2s2 o.�s5 1.085 i za5 � o_as � � a o ia gatv Siding P�ank Larch nail 50 95 82 76 15.2 0.81 1.09 '12T ? 0.85 1 1.3 �J9 55 94 81 75 25.2 0.83 t.f1 t.29 � P.85 1 14 018 60 93 B1 75 25.2 0.$5 1.13 1.31 } 0 85 1 1.4 0 18 100 77 88 64 26 2 0.99 1.28 1.43 h%60 ? A.85 1 1 8 0 18 0-1b 191 174 l58 �8,0 0.7 0.85 103 hs80 ? 0.85 1 1.4 018 20 191 169 15A 88.0 0.7 0.9 108 � 0.85 1 1.4 �.18 25 191 165 151 BB.Q 0.7 b.�4 1 12 i 0.85 1 1 4 0 �e Q '�� Face 30 191 182 149 B8.0 0.7 0.88 110 1 0.85 1 t.a 0.18 � 2 ZkHfl Nailed wo� 35 187 159 147 8s.o o.7a 1.01 1 ts ^ o a5 1 1 a a.16 HardiePiank� 5l16 5 25 X 2.5" long Through Sp � 16 qp 184 757 143 88.0 0.76 t.tla 122 t 0.85 1 7.4 0.18 planN 45 181 155 143 68.0 0J85 1 085 1.245 7 0 85 1 1 d 0 18 gaiv Siding overla P�ne-FK na�t P `� 178 153 142 88.� 0.81 1.08 727 1 D.85 1 1.4 0,18 55 176 152 147 88.0 O.B3 1.17 1.29 t 0.85 t 1,4 018 60 174 151 140 88.0 O.BS 1.13 �.91 I 0.85 1 1.4 0.18 100 144 127 120 88.0 0.89 1.28 t.43 h>80 1 0.8& '1 18 018 0•15 175 159 14A 73.9 0.7 0.05 1.03 bs6o i a.85 1 7.4 0 18 20 175 185 141 73.s 0,7 0.8 7.aa t o.85 1 1.4 0 70 0.092" 2b 775 151 139 73.8 0.7 0.94 i.t2 t �.95 t 1.a 0.18 F6ce 30 175 149 1�6 73.8 0,I 0.94 1.18 7 O.BB 1 1.4 018 shankX Nalled 2X4 � 172 14B 134 79.8 O.T3 1.07 1.iB 1 0.85 1 1.4 0.78 MardiePiank� 5176 6 25 �'� Hp Through WO°d 16 - 4U 188 144 133 T3.a 078 1.44 1.2a t o.85 i 1.a 0.18 x a.s° �«,0 spruca- p�ePoc 45 165 142 131 79.8 0.785 1.085 1,245 1 0.89 1 7.4 0.18 gelv. Siding ov Pin�Fir 163 140 1 73.9 0,81 t.OB 1.2T 1 6.85 1 i.A O.tB nai� 55 181 138 126 73,6 0.69 1-tt 129 � 0.85 1 1.4 QSB 8f1 158 138 128 73,8 0.85 t.13 1.3t 1 0,85 1 7.a 0.18 100 1 177 110 73.9 0.99 1.36 1.43 h>60 1 0.85 1 1.8 0.18 Page 15 _... �._-.. „_,�.._.. ___, _.m..�„��,N.,�.,�.�.�.�.M.+.,� e ..lt � E;t ! „ ,- "//. ��`�, �/�_t �! . � :;.�;�':�_�� P.�r:a!d Caawa and.Assouates, inc `�-� 1 � - :� , �'F ;501 b'Jarner Avenue. #3� 6 -_ `' i- • , I;ur�hnywn Beach, CA 92E�39 } j,�i` ,�' � � � ? q) 292-2002 c� . = � -- __. - , ; 7'' 4': E4/-4595 f2z ; � � /� - - `;�" ! , �`" �' S.C� �;Jt; { ��-� Prrgect RIO-2/59�03 - p _ - - � � _ � � � _- _°�a -' _ _ x'? ��-� ;i= ^_�.w - .. I�er?�ciiwidiu�7; r�1�.�.,. {n. �an , _ _, - .� I^9��1 E:,:iAe�anua ' *',,s . i . °j_ f �r��a�ia, (;R47_;3� _ �,/�x, _ f..�;� iil,:��-' ;°�'a,� =' 1 f10U-J�i: -, 3�� '' � .+� - ° �'� i, � i �'� s .� � �,�� %� � ,4� # BaS�,c Wnd Speed mph CoeHicients used in Excel Caiculation4�'�y�a�� "/ -��.� s�,1�� (3-secord gus'q _ ��"fl'{�; lSC�3& fRC� K -- Stud 8uddlRg Desiyn � Product Wd�y� Fesiener Fasiener Frame � p Lcad Frcduct I 7hickness � SPaang Heiyhl B K„ K� i GC� GC,,, pnches) TYP6 Spacing TS'P' (inchesj (tset) (PS; ) Exp B Exp C Fxp D (�nr,hesl 0-M1 S 163 148 134 63 7 0 7 0 85 1 03 n<_60 1 0 85 1;.4 20 163 144 131 63.' 0 7 0.9 1 Aa t o s5 7 f a o 18 I 25 163 140 ?29 63 7 0 7 0.94 1 72 � 285 1 i 4 0 78 � �}g� �- 30 163 138 726 63 i G 7 0.98 1 16 1 � 85 1 I 4 0*E shanh x 'Xa 35 159 135 125 G3 7 0.'3 1 0? 1 15 � 0 85 1 7 4 �� 18 Nalied 1 0.85 � 14 0.16 ��2?"ND v 1u 40 1�6 133 123 03' 076 104 t.22 Hard�et'ianF.r SJtti r 25 x o 5 bF�g Ti;rougn Spruce- �I QS 154 131 122 G3 7 D 78° 1.065 1 2s5 1 C 8`� 1 1 4 1 i � alv Sidin I'me F:r � 2; � 0 85 1 I.n 0 18 i I� �I overlap SD t5' 13C 121 _ 6?.7 08t 1D9_ ; �aii �g 149 129 1: 0 &3 7 083 5.11 ? 25 U°5 I 1 a 0 1S 60 !48 12F� �79 537 085 113 ?�1 1 OES 1 14 OtE �Qp 722 �08 102 637 , 099 725 143 h=60 1 J85 7 13 O15 6-15 153 138 126 56 0 C 7 0.35 1 C3 h=6u 1 0 8S 1 L4 0-18 ?0 153 735 123 56 C O t 0 9 1 08 1 0 65 1� 4 0 18 ?5 �53 132 121 S6e 07 094 1. 1 085 1 i 4 C.78 0_092' 30 153 129 118 .560 0.7 098 1.16 1 0.85 1 1d �.18 dGnd 2X4 shankX pJaAed 35 149 127 '.17 5G0 0.73 101 1.;9 1 O.fl5 1 l4 0 8 0 222" HD wood , 6 � 14g 125 1 16 5b 0 0 76 t 04 1 22 t 0�5 1 5 4 0 18 H2r'ie. lanh��, Throu h ° �'.�� 6 y ` 5 X 2 5" long 9 Sp�ce- 45 144 124 i t<i 56 0 0.785 1.065 i 246 i 0 85 1 1 4 G �B .op edge af galv Si�iny Pina [JI3(tk 50 142 122 � 13 ,56 0 0.81 1.09 1.27 1 U E5 1� 4 0 i nail 55 140 121 7 12 56 0 0 83 1 11 1�9 1 0 65 1 i.4 (1 '18 I 6p 139 120 112 Sb D 0 65 1 i 3 1 31 1 0 85 1 1 4 0 1 S 100 115 102 95 56.0 0 99 7 26 1.43 h>b0 � i � �5 1 1 8 0'i e p_�5 �qq 131 11° 50.0 07 0.85 1.03 hsu0 1 O85 7 1.4 0.18 20 144 127 116 �0.0 OJ 0.9 'I 08 � 0_85 1 1 4 ❑ �8 25 144 124 714 50 C Q.7 0 94 1.'12 � 1 0.85 1 1 4 0 18 0 09�' 30 144 122 112 50 0 0 7 0.98 1 16 � i 0.85 1 1 A 0 78 Blind shankX 2 X 4 35 1A1 120 710 500 0.73 L01 119 1 0.85 1 14 0 Nailed wood 0222"HQ Throu h 15 40 138 718 109 500 0.75 104 1.22 i D.85 1 t4 0 i8 NardioPVank� 511E y' X25'!ong 9 Spr�ce- top edge of 45 136 117 108 50,0 0.786 1.065 'I.245 1 0 85 4 4 gaiv. Siding Pi�-Fir plank 50 134 115 707 50.0 G.87 7.0� 127 1 085 1 14 O18 nad r�r� �gy � �q 706 50.0 0 93 1 1'1 7 24 1 O 85 1 1 4 0 18 sp t31 113 105 50.0 Oa5 1�3 131 7 �tl5 � 1.4 Ot9 �� g gg gp 500 0.99 t 28 7 a3 h>60 1 085 1 1 8 a.18 0-75 126 115 104 98 5 0 7 0.85 1.03 h�o0 1 0 85 1 1.4 0.18 20 126 '112 1D2 38.5 0.; OS t09 1 O85 1 14 078 25 126 109 100 38 5 01 0.94 L 12 1 G 85 1 1.4 0 1& O.O�J2" BI �� 3p 126 107 98 9B 5 07 0.98 1 18 1 0 d5 � 1 4 0 18 shank Y Zx4 35 12A 705 97 38 5 0 73 101 1 1B 1 0 85 � 1 4 0�8 Nailed Wood �� 0222" Hq Throu h 56 40 121 t04 96 385 0.78 1.04 1.22 1 O.B5 1 7.4 Q 18 HartliePlanh� 5t1�: %2 5" long 9 SP�� g 103 S5 38_5 0.785 1065 1245 'I 095 1 14 01 galv. Sidfng top P �aak � Pme-Fir r�p 118 101 °4 78.5 0.81 1 09 727 t 085 1 1 A 018 nail 55 116 100 93 38 5 0.83 �'11 1.29 1 0 85 1 1 4 C 18 gp 115 100 92 385 O85 1.13 1,31 1 0.85 1 14 018 �� r gq 7g 3B.5 0.99 126 'I A3 h�60 1 0.85 1 1.8 0.18 U-15 156 142 129 58.6 0.7 0 d5 7.03 h560 't 0.85 'I 1 4 0.18 Zp 156 138 126 586 0,7 0.9 1.08 1 O.BS 1 1.4 0.18 Q6 156 135 123 58.6 0 7 0,94 1.12 1 0.85 1 t.4 0.18 D.092" Face 30 156 132 121 58.6 0.7 0.98 1.18 1 0.85 1 1.4 0.18 shank X 2x4 � 153 130 120 58 6 0.73 1.01 1.19 1 0.85 1 1 4 0.18 0 222" ND Nailed wood HertliePlank� 5l16 5.25 Through 24 40 150 128 118 58.6 0.78 1.04 122 1 0.85 1 14 o.1B X 2.5" long plank SPNce 45 147 126 117 58.6 0.785 t065 1.245 '1 0.85 1 1.4 0.18 galv. Siding �,eriap Pine-Fir � t45 125 118 58.6 o.B1 ^,.OS 7.z7 1 0 85 1 t a 0 a8 nail 55 143 124 115 58.6 0.83 1 11 'I 2S 1 0.85 1 1 a 0.18 gp �qQ 123 71A 58.6 0.85 7-13 731 1 0.86 1 14 018 t00 117 104 98 58.6 0.93 1.26 143 h>60 1 0.85 1 18 018 0-15 143 13p 118 493 0.7 0.85 1.03 h560 1 0.85 1 14 0.78 20 1 R3 126 115 49.3 0.7 0 9 1.08 1 0 85 1'I d 0 18 25 tA3 123 113 49.3 07 0.94 t.t2 1 0.85 1 1.4 0.18 0 092" Feca 30 143 121 111 49.3 0.7 0.98 1.16 'I 0.85 1 1.4 0.18 shank X 2x4 35 140 119 110 49.9 0 T3 1.01 1.79 1 0.85 1 1.4 0.18 0 222" HO NSned HardiePlank� 5ft6 825 x2.5"long Throu9h SP �� 24 � 137 N7 108 49.9 078 1.04 �.22 1 0.86 1 1.4 0.18 plank 45 135 176 107 49.3 0.785 1.065 1245 � 0.85 1 1.4 0,19 gaN Sid'mg overlap Pine-Fir r� 133 115 106 48.3 0.81 1.09 � 27 1 0.85 1 1.4 018 nail 56 131 114 105 4s.3 0.83 1.11 729 t 0.65 1 1.4 018 gp �30 113 105 49.3 0-85 1.13 1.31 t 0.&5 1 1.4 018 10D 107 95 89 49.3 0.99 1.28 1.43 h>80 1 0.85 1 1.9 0.18 Page 16 • ,_.-.�J(Jaaw2�,��lA�-r„��.., ��,� , , - , , i :^lam��r , ��e-u�, a"? � , , .n�n �.r, ;7�:4U .�,'., - ' ' �, !1•:12cp , •r;U_'rel� , 4 � - (ii4191,_;595'a�, ,.,y- Y ._ � - qr�.� RI(', ��r. _ r� ' ._ i�;'; �: t� . i r , �' . , ,, i . . . i . � A ,i , ; -' ;.ss . 4 i i:.11ia � � r �-t �_ .•�� I ,�'':1_ t. � "- ` , * . . S w� ° ' ' ?� �. , _ : ; i... � �': �- �y s F33S'.G Y�/f16 S(1P.E;l :'�+(;fi �+✓ �: i Coefflc:elrts useq �n t-acel+'�1�I��oA y S�r�,,.T�atrle'�" ' \ - ° ,,,; ;3-secenn gust; ,� �� _ M1 ,� • - , _ �''**r -- JBC�&I�Cti+; -- --- - - �;, +{ : � : .,.;(s'`'; , s�!' . i Fro:JUCt � St�au Ciuild�n9 Ot�sty:r '- --' --- - 4 „ ;,;,., ' cJid,h Fastcn?r rastar.2r F-rarna � a��r. f�lai ht E3 C � � Ttrcl.n:,ss ; SP 9 g � Ccau I � E I t.nches� ��icnes; `rW: Suacing �yF° inctyesl feBC PSFI � � i ( ( Er.p 8 Exp C Exp U V., � 1 C 0-15 133 121 f 10 d2.5 0? 0 85 t 03 hseC 7 O SS i t A p 7 9 j � ZO 133 117 107 42.5 0� � 09 ';C� 1 Cdi{f 14;0id � � � 133 195 105 -02.5 C.� 0.9A ti 1 035 1 1 d I i� 1B � n, � ? �� r � j 30 ?33 7t2 103 �+2.ti G? 099 t�'B t q95+t tA'i;13 sFank � ��;:.,a �a : � P��i'e+c; ; 3° '30 1?' . 102 d25 U7's ': Ut I i5 t 0".�� t 1 4 c, 1= u?2�` NfJ � �vcc.c; _ „� 21 I iG3 70� 4? 5 0-78 t 04 i 22 1 1 � 65 j 1 i 1? ....�.zi',ar.6�c - _ , I lr��rcuah �4 r . X 2 S" icn,; �pit:<.e-'; r--- - ._.. � :�al�: S,cIIr�J nlar,l � rv' i_ 45 .--- ?2� 100 a25 �_785 ?.085 t 2a5 ��:? , 1-J 7+3 �_, _____F ._ cteri❑: � `�Q i2a 10G 99 a2 5 0.91 1 G9 T t 27 t� o nr ; � a c t d �iar i ' � _ _ � �5 12[ 1 p6 38 42 5 0 83 4 �'1 1 23 7 r0 A5 rt 1.7 U; d a � i �'i0 121 105 97 42.5 0.85 1 13 I 31 1 G Y,5 1 1 4 U 19 10C 106 BA 83 4Z 5 0 99 1�E I 43 h�nG 1 C� A.5 . 1 1 8 o I B� � ; 0-15 i25 113 103 37.3 U-i � 85 1.03 h_ED 7� 0 nE � 1 7 i� 0- i o ' ; � 2f 125 110 100 3; 3 a? 09 tCE � 7 �A" 7 14�13 �, v ��.. � 25 125 107 98 3; s o_i o 5a i+z � i a5 �� a o�a sh�nk X Blnid ., 4 30 125 i0� 97 37.3 0' 0.38 1 i6 1 L FsS � 71 1 4 0 i� 'da,letl 3S 122 104 96 37.3 0.73 t0i 1 19 1 0 R5 1� 1.A G 18 � � ��Z�� fi� I WOC,!! f I1:�cePlan4"� ' �IiG ��.-. ;�lp" ior.c ihrough 5p�uce� `�! 40 120 1G2 34 :!?3 6.76 1,CA 1 085 1 14 O IU . - I to� ed�e :?f 45 11A 101 93 9'.3 0.765 1.OBS ? i�, S5 � �..+ U la 'ga!�. Sid:ny _.in4 'r',;.�a�F:r - 50 i 7 E tOD 92 37.9 6 8t 1 G9 27 � 65 7 s � o, 7 � �.� � 55 ": 14 94 92 3T 3 � 83 " 1? ��g ' � 55 1 1.1 : n i ; 00 113 98 91 37 3 0.85 t 13 i a; i O CS 1 1 1 G.13 100 94 83 78 373 099 126 143 h%80 1 OES i i.a 0.18 0-15 118 107 97 33.9 07 0.85 �.�3 h<_b0 1 085 i 1 d 0.78 i � 20 718 104 95 3s'.7 0.? 0.9 1 ng t � 85 1 �.n o tF j I � � 25 118 102 93 33 3 6.7 0.9A i t 2 7 0 85 1 1 4 0 18 � ��' Blr: D 178 99 69 33:i 6J Q.98 1'i6 1 685 1 tA 018 si�ark X Na;iea � �35 115 98 90 33.3 0,73 I,Ot 1.13 1 O.B& 1 1 4 0,18 Q22�' HD � wbcn �,� � 113 97 89 33_3 0 �6 1.04 1 22 1 0 85 7 1 d 0 78 1-Ia�aiePiank✓ 5!?6 9 25 X 2 5"!orig T';, Spruce- !op ed9e �� 45 f 11 95 98 33.3 DJ85 1.085 � 245 7 0.86 1 t4 0 18 g�iv Siding P�ne F�r � na�t AI��F: 50 109 94 87 33.3 O.B1 1.Q9 127 � D,95 1 1_4 C�8 i i 55 708 93 87 3?.3 0.83 t.it ' 29 t 08S 1 1 4 0 t8 t 60 707 J3 86 33.3 0.&5 1.13 'i 3': '1 0.95 1 1.4 6 18 100 88 78 74 33.3 �.99 1 26 ? 43 h>&0 1 0 85 "1 1 8 0.19 0-16 103 94 b5 25J 07 0,85 1�3 h�C 1 QCS 1 t.d 0.18 20 103 91 83 25.7 0] 0 9 1 QS 1 p.ES 1 7 4 0 18 � � 092 i 25 103 69 82 25J 6J 0,@4 7 12 1 6.85 1 7 4 0 18 � i shank X� 8iind � I 30 703 67 80 25.T U7 0.98 t �B t 0.85 1 LA 0 78 Natled 35 101 fi6 19 75J 0.73 791 'f 19 'I 685 1 t a � 13 Hard�eP!ank� ' ./+: �� 0 222" H!) •aoad ". 6 ThroUyn I 2-0 40 99 85 78 25.7 0 76 1.04 1 22 1 0 85 1'I.S p,18 X' �"!0"9 Spruce- 1 top edge of i 46 98 84 ?7 25.T 0.785 1.085 1 245 1 Q.85 1 1,4 � 16 � gaW Sldin{� lank P�ne-Fir r�ait p � 9f 83 77 28 7 0.81 1.09 t.27 1 0 85 1 �.-0 0 18 55 95 82 76 25.7 0.83 1.11 129 1 0.85 1 i.d 018 60 94 81 75 257 0.86 1,�3 7.31 1 p,86 1 t.b 018 100 78 69 65 25.7 0.99 t.28 t.d3 h>8� 1 0.85 1 1.8 0 78 0.15 1T7 160 146 751 6.) 0.85 7.D3 hs8� 1 085 1 14 0.18 20 117 156 142 T5.1 07 0.9 1.68 7 0 86 1 7 A O. t 8 0 092" � 177 152 140 75.1 � 0.7 0.94 1 12 1 0 85 1 1.4 0,1 B shenk X Face Zx4 30 177 149 137 75.1 OJ 0.98 1 18 1 0 B5 1 1.4 0.19 Nailed 35 173 147 135 15.1 0.73 t.Q1 1.19 1 085 1 t.4 O.tB HardiePlanl;� Si16 5 25 0222" HD Throu h WO°d 16 X 2° fong g Spruce- `w »0 145 134 75.1 0.78 1.04 t 22 1 U.85 1 1.A 0.18 gaiv Sitling Diank Pine-Fir �` 167 143 132 75.f 0785 1.065 1245 � 0.95 1 �.4 0.18 nad ovedap 50 184 142 131 Y51 081 �09 127 7 0,85 1 1.4 0.18 55 182 140 130 T5.1 0 83 1.11 1 2�J 7 0.86 1 1.4 D.18 60 160 139 129 757 085 1_t3 1.3'1 1 0.86 1 1.4 0.18 100 133 116 110 75. i 0.98 128 1 43 h>60 1 D.86 1 1.8 0.18 0-15 162 147 133 63.1 0] 0.85 103 ��0 1 0.85 1 1.4 OJ8 20 162 143 130 63.1 0.7 �0.9 tA8 1 0.85 1 1.4 0.18 0.092" 26 162 140 128 B3. i 0.7 0.94 1.12 1 q-86 1 1.4 6 18 shank X Face Zx4 30 162 197 126 83J 0.7 0.98 7.18 1 0.86 1 1.4 0.18 0.222" Hb Nailed W � 35 159 135 124 W.7 0.73 9.01 1.18 1 0.89 Y 1.4 0.18 HardiePlank� 5/16 625 x 2 „ b � 9 Through Spruce- 16 � 155 133 123 63.1 0.78 1,04 722 1 0.85 1 1.4 �.18 gaiv. Siding P�ank P q5 753 131 121 63.1 0.786 ,OB6 1,245 1 0,8b 1 1.4 O.1B nall oVerlap 50 151 130 120 83.1 O.B1 t.OB 1.27 1 0.86 1 7.4 0.18 56 t49 12s t19 e�.� D. �.t� i.2s � o.es � �.a o.�fe 80 147 127 118 83.1 4.84 1.13 131 1 0.95� 1 1.4 0.1$ 100 123 1� 101 B3.f 0.98 t.26 1.43 h>60 1 0.85 1 1.8 0.78 Pape 17 i i!i(i + `I: ne��a:;��ga�uaara�.�gcuate> .._ ' _ , - ,'i y�;_ f . ?... �'�ciilEf fi`r`_'�:J� vj� F . _' { fY ._ 'r.u-.;ir.g;o� OP. 9?BHV - � - ' � � °.r�.� ,�",_ " f'14� 2'_�2 �552 cel: ' ` �`� � y :; - _ + �- + ;7t418d'l-4595fax - 'i1;_ ' - . �rci=ct RIO21�]-Or� _ _- `- ;`�_�' �:;�';� ; i's' 't" � _ �y � _ ' ��' - ., ,., �_-.., if. .7 �, - ;.i.:I� �.- - �, '_f _ , . .,.. r�.�..,�. •. - - �i ; , _ i - , , n rl -,. , -_ � - t .i d z�- `. : E; ' � � � .� , ._- '-1: � _ ��= yl ' i �� f . ._'i�' . 't!p v � � •��.', �� , � � �} � ;"� � � :� � � � , \3 �.r� t' � ''!t,, �' �.. .. '� ' �' �F� �1 I t / '-J 6asic �1;ir.d Specd :nph Coerficients used in �xcet Ca�L�f�Udra#Y�S3r?}�bie 7 � � � (3-seca:d �ust� _ _ _ ;B(�' : 1:!'.°: 'F _-'-� � Y;arit;c' Stud B�i�ding p„�:�� - - i � �l'i:dtFl f=astenCr F85f3nE1r Ff8rCt9 . "��<' I Th�ckness Spacung fleght t3 C 0 Load i (�nc.hesi Type SF�acir.g T��pe � �n:ho$� (ir,chas) feetj IPS7 Ea� 2 Ex C 4 p t�D k.., h., 1 GG.. GC�, 0-15 150 136 12d Sd 4 0.7 0.85 1 09 h.�60 1 0.85 1 7 4 p 18 2D 150 133 1 Z 1 5d 4 0. 7 p 9 7 08 ; l G 85 1 1 4 0 18 � J � e ' 25 1.i0 130 ' 19 54 4 OJ 0 3d 1 12 1 0 B5 1 I q 0;9 Fare 34 150 12i 77/ �da 67 098 118 ?:,C95 `: 74 0t9 shank h ?X4 Nail,p 3$ 14T 12� 1 15 r-�.4 073 1_D? 1,19 '7�iG35 1 1� 9`;8 � t.. - _t�::u :�- ;; 1 ; 7 . '� ' `2" H`% wcuA ---- _ :- TY:ro;:gi; 15 40 144 1"e3 11a 5d..: D75 tOd 122 � r.-„ X 2 bnG SiYUCe- S{ i " 9 0': ; S ; G�a� 45 I42 122 ? 73 �J J 0 785 1-CG; 1 2d5 � '� a5 1 1 r�aiv S:d�r,y i,';r�-F�r 4 J t£S j ' averiap -, � _ '_ L--�_-� i r,2d � `�0 1�':f i<i. ?7G SJ9 �81 109 127 � � 095 1 1 A U 18 i � SS 1,i8 114 711 5d_a 083 itt 12° !1 085 1?d v'.6 50 136 118 11(} 5AA 0 B5 t 13 i 31 � 1 0 85 1 1 4 G 18 100 1 i3 10D gq 5�1.4 0,99 1�6 i d3 h>60 1 0 B5 'I 1.9 0 �8 0-05 1q1 128 11E 478 OJ 0.85 703 h560 1 �B5 7 14 0_i8 zo ia� �z� ��3 a�a o_� ov �.oe � t o.a5 i+a ois ��., 25 iA1 1'L2 iii 478 07 09A tt2 � I 085 7'tA O58 shank .t Di ��'� �X4 %Q 741 119 ;OJ -f7.8 0.7 0.98 1.18 7' 0.9b i 1 4 u.78 Had2d 35 138 117 ?C$ ?%8 OT3 1.01 1.79 : 1 0.85 1 14 `v.18 0 22�' Hi. �n��c.1 �� -�,eF'iar:a' _.; t6 t 8 i5 Th-augh •5 40 135 116 ?07 �; 8 0 7E 7.J4 1 22 ? I 7 0.85 1 4 0 19 � X 2 long � QaQ o . Spru:z 4b 133 'I 14 ? O6 47 8 J J85 1.065 1 2d. C 0.95 1 t 4 0 i8 g�fv Sidinp � k Pme-R� S 1 nai: � 50 131 173 105 47F oe7 to9 727 ' 1 09° 1 1a 0'8 55 128 itZ 1Cd d78 083 1?1 12� I (l85 1 1� 018 60 726 111 103 J78 085 1;3 131 7 O85 1 1d 0?B 104 106 94 88 47.3 099 1.26 1.43 p>60 1� 0.65 1 1 d 0':8 D-15 133 '127 310 426 0.7 0.% 1.03 F:_<EO 1 0,85 r!A 0?8 I i ! 20 133 ?17 1CI »26 0.7 C.9 108 0,05 1 1i 0.8 I i �by,.. i 25 133 i?5 705 J26 0.7 0.94 1�2 1 0.85 � 7A 0-& i � shank X �� 2Xq 30 133 '?2 t0:i q2.6 0.7 0.98 1�6 1 G.85 �� 4 0!8 I 0,222"NG Naiistl wo � 35 130 111 102 426 �73 t.ot t.ts 1 095 1 ia o.78 H�rd!ePian:.7 5l15 9 25 Thtough 16 40 128 169 10; d2.6 0.7fi 1.04 t22 7 0.85 1 � 4 0.18 X?" 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Siding overla Plne-fir nell P 50 123 106 98 42.f 0.81 1.08 t.27 1 065 1 1.A 0.78 56 i21 105 87 {21 0.83 7.11 1.29 1 0.86 1 1.A OJ8 60 12fl 104 97 42J 0. 1.13 1.31 1 0.86 1 1.4 0.18 100 99 88 83 12.i O.N4 1.28 t,a3 h>60 1 0.86 1 1.8 0.18 Page 1 B �- . J: i.. : ..;'�s��ec�.,�... ., . ,• ,::I '., _ ..;E' - r.�, � I_ +i�.,i:,Lp'i !Je:;::t� �, , l.�r?.l� . � 291 'tGOL �r.;; l714) 8Ar 459Sfar f-r_yv�:t R�n .�1�� i�, � Ia-r c la: i . � I f• � � ',-,.-�,. , . ��v'iia� -; .,, ._"' -:?i,�. �- -, .-�_ H2sC N/nd SR��d mph , ,ceHicients useC :n cacel Cal�ufai;o;�.s t o; I.�bl:: i3-seccnd gu � --- ----- - --_--._ .-• ----- -- - iBC�;B fRC�i � ✓ � Pro7uct � � S��d Fiutlding Oasrg„ ' --- . -- t , ; ---� . , ,hSd".r, Fastenes Faster,ar Frn:n� P:�.uuc! I fh;cknsss � 5,.^a�r.9 Ffe�gnt i3 � � Lo9d � i j ! 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' 20 109 96 87 28.d OJ 0.9 'I OA 1 0�5 1 1 a c �d t i 25 109 94 86 284 0.7 ; 6.84 �.12 1 0.85 1 1 a p,}g f u 0J1' Bfind 30 109 92 8A 28.7 O.i 0-9A t �6 ' �;� 56 1 1 4 r, ta � � shar,k X 7T'4 - - Narled 36 106 90 $3 28.4 0.73 1.01 f.19 1 0.8fi t 1.4 012 Ha-r�:ePl::nr"v 5/15 g;g �-2�2' ND 7nrough w �� " 24 40 104 89 82 28.4 0.76 t.OA 1 22 7 0.85 7 1.4 n 13 k 2"long Spruca- top edge vf 45 103 88 Bt 28.a 0.785 7.085 7.245 1 0_85 1 1 a D 7a �alv Siding olank Pire-Rr ` r,a!I 50 101 8� 81 ?8.4 0.81 1.09 7,27 1 085 1 tA 01a ` i 55 100 86 80 28.4 o.ea 9.1'1 1.29 1 0.95 1 1 a 0 18 � 6D 99 86 79 28.d 0.85 1.13 1.31 1 0.85 7 1.4 018 � 100 82 T2 68 28 4 0.99 1.28 1 43 h>60 1 0 85 1'I.R 0 78 Q-t5 95 87 79 219 a7 0.85 1 03 hs6C t ao5 i t_; 0 1e � 20 9$ 84 77 21_9 0 7 0.9 1 Q8 7 0.85 1 1.5 G 13 �_� 25 95 82 75 27.9 0.7 Q�4 i_1'< 7 0.85 1 1.4 0 73 E3fnd 30 95 87 74 21.9 , 0.7 0.98 7.i6 1 0.85 1 i.4 0 a8 shanh X Nsilea Zx � 35 93 79 73 21.9 0.73 �.0� 7.19 1 0.65 1 I.n 0 18 Hardi�Planki� ti;t6 �� 02<"2"MD Through �'ood Z � ,� 92 78 72 2).9 0.78 1.04 1.22 1 0.85 1�14 018 X:"Inrtg Spruca- top edge of A5 90 77 72 2f.9 0.785 1 085 1.245 1 0 85 1 1.4 0 78 {�aN Siding i � r k. P�ne-Fir �, P� 50 89 76 71 27.9 0_$1 7,09 1.27 7 0.85 1 14 0.18 55 88 76 70 21.9 0.83 1.11 i 29 1 0$5 � 1 d 0_18 60 87 75 70 21.9 0.85 1 13 7 37 1 0 8S '! 1 4 0_ 18 100 72 64 60 2f.9 0.89 138 1.43 b>EO 1 0.95 1 18 0.18 �1) Fastener�put outmust be evaluated whan installed over steel studs or a speciss of wood studs other than that which �� O � l!'f ,!r// �''�� 2) M High Velocity Hurricane Zones (HVNZ) install per Miami-Dade County Florida, NOA 07-0418.04 \�� i�� . � ,�, _ -24�� . = a � sr,�r� a�`_ `r _.. �'-r,�� '��c�RiQ�. .•�� J r/'d (1 f � •. � ,� '� � / #l � NA L � � , � ff iilltiti;tt�,�N�� , Page 19 M I A M I�DADE MIAMI•DADE COUNTY, FLORIDA _ METRO-DADE Fi_AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUTTE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoff'it and Cemsoffitt APPROVAL DOCLTMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFTT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoff'it & Cemsoffit Installation Details", sheets 1 ttuough 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02104, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicarion has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the eacpira.tion date or if there has been a revision or change in the ma.terials, use, and/or manufacture of the product or process. Misuse of ttris NOA as an endorsement of any product, for sales, advertising or any other purposes sha11 automatically ternrinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sha11 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 p '� Expiration Date: May Ol, 2012 Approval Dace: May 31, 2007 Page 1 James Hardie Buildin� Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1 Building Code Compliance Office. D MA1`ERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on O5/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01I01/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) L No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointrnent of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16J02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. Na change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. - Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07-0418.04 Expiration Date: May Ol, 2012 Approval Date: May 31, 2007 E-1 i N 0 ' ' U W W W�'1 m o Y _ S�� "3 F- O7 z tu o N N K � _ �� " � U. 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E^ "��z?,' ` ;� y 5 .~ ��.:,. L ` � � � � : :.... � � F��.a . �" s, .F ;�' -�7 � .r ^ � �mk: /�' .:':.,::.. 4 � ^V �: . rl;t, ` i a , ' . . "Sn 'q`' �:`,. �. n . '� 'e � a.t<vxa�$�� t .}.au � a r� SgY. - _', ' ., < � ....A, � ' ..:h. ..« �: �� }; �'' _ �"��:. � d�*�; � �, �,ie� ..,�-:�•;,„ ��"�?, � ��'.��,,,• �'�� ""-^"�?� r < <. ' �u :.��,�� %� � �� , �.. BCIS Home Log In User Registretion Hot Topics Submit Surcharge ; Stats & Facts Publications FBC Staff BCIS Site Map Links Search K, ':,g;�� Product Approval � ��' , USER: Public User ° `R '•:i �'` « �� -�'" Product Approval Menu > Product or Application Search > Application List > Application Detail , •, .� � FL # FL5859-R3 `"'~ ' A `^ Application Type Revision , �;. :��. ' " �„r:, ��;�; Code Version 2007 .�< , - �� Application Status Approved `� � Comments � .w�; Archived � . Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue � Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaivation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE � Validation Checklist - Hardcopy. Received ittp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2bOIhBh 1 PixpOR2S3G03... 4/29/2009 Florida Building Code Online Page 2 of � Certificate of Independence FL5859_R3_COI_510488A (Eval Rep_PW-8300 Impact) pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.5.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval O1/09/2009 Date Approved 02/03/2009 _________________��_� .---,-------------._ _�_ .------ - __�. _ __ __. ._ ._.. ._._ �__. aSummary of Products � FL # Model, Number or Name Description � i 5859.1 �8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. ; Limits of Use Installation Instructions � Approved for use in NVHZ: Yes FL5859 R3 II CWS-159A (PW-8300 ImpactLpdf Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05-12b8 02,�df ; Impact Resistant: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04.pdf ; Design Pressure: N/A FL5859_R3_II_Mi_k.ron_NOA 06-1220_01 pdf j Other: Large Missile, 76" x 62", DP =+/- 67.5 psf Verified By: Roberto Lomas 62514 �(Impact w/heat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes , 48" x 72", DP =+/- 55 psf (Impact w/ annealed glass, Evaluation Reports 3 PVB) FL5859_R3 AE_510488A (Eval Rep_PW-8300 Impact�pdf Created by Independent Third Party: Yes i i 5859.2 PW-8300 Vinyl Fixed PW-8300 Vinyl Fixed Impact Window. ; � Limits of Use Installatlon instructions ' � Approved for use in HVHZ: Yes FL5859 R3 II CWS-337 (PW-8300 Impact 72x76�.�df i Approved for use outside HVHZ: Yes FL5859_R3_II_DuPont SGP_NOA_07-1116-04.pdf � Impact Resistant: Yes FL5859_R3 II_Mikron_NOA_06-1220_Ol.pdf Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76", DP =+/- 67.5 psf Created by Independent Third Party: Yes � �(Impact w/ heat strengthened glass, SGP). Evaluation Reports 3 FL58.59_R3 AE_510870 (Eval Rep_PW-8300 Impact i 72x76).odf � Created by Independent Third Party: Yes ! Back NeM DCA Administration Departrnent of Community ANa/rs floNda BW/d/np Code Onllne Codes and Sbn�ids 2555 Shumard Oak Boulevard '�ttp://www.floridabuildin�.ore/nr/nr ann dtLa.Snx?naram=w('TRVXOwtl�nt% ai�oi�nno Florida Building Code Online Page 3 of 3 Tallahassee, Florida 32399-2100 �sso� as�-isZa Fax (850) 414-8436 OO 2000-2005 The State of Florida. 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E:3fns`. .rr_;a�'�•..3xsxL .q Y � y3'%_ : F:°; BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ` BCIS Site Map Links Search a �:, � °- � Product Approval - . - � , a,�;? �''' USER: Public User � �> �� g ♦ , s: -�-`°�� ' �� Product Approval Menu > Product or A lication Searth > A licatwn List > A lication Detail r�, c PP PP PP , �-�e�, FL # FL5823-R4 '" � " �='�' Application Type Revision ,. ;�� :N� ,. :,:a� Code Version 2007 •• Application Status Approved ,. _ �� { Comments � � ,�� "�. Archived ,:' ... �:� Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Qualiry Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer tl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE �°` Validation Checklist - Hardcopy Received �1tn•//vvw��v flnrirjahi�ilrlina nrn/r�r/nr ar�r� �ltl aer�v7r�orom=�i� (;�VYl1.,,�T1,,.,1��Ta��DA;u7 «C;L��i��„.,�„„_. n i�ni�nnn Florida Building Code Online Page 2 of 3 Certificate of Independence F15823_R4_COI_510484A (Evai Rep_SH-8100 Impact) pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.5.2-97 1997 AAMA/ 101/I. S.2/A440-05 200 5 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 _.. __. ___.. ___ __..._. _.. _ _ ._.. _..._. __.. _. _._.. _.. �Summary of Products ( FL # Model, Number or Name Description � 5823.1 - �8100 Vinyi Single Hung 8100 Vinyl Singl� Hung (Impact) ; � Limits of Use Installation Instructions � � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact}.pdf � Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_05-1208_02.pdf � Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01_�d_ f Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 � � Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes I Evaluation Reports FL5823 R4 AE 510484A (EvalReo SH-8100 � Impact�pdf ` Created by Independent Third Party: Yes { � 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) � j Limits of Use Installation Instructions � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact).pdf ; � Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_05 ; � Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Ol.pdf � 3 Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 � � Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by IndependentThird Party: Yes � Evafuation Reports j 's FL5823 R4 AE 510484A (Eval Re�? SH-8100 I Impact).pdf � Created by Independent Third Party: Yes ! 1 5823.3 SH-8100 Vinyl Singfe Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR � �uc I Limits of Use Installation Instructions j Approved for use in HVH2: Yes F�5823 R4 II CWS-369 (SH-8100 Impact_52x72_100 j Approved for use outside HVH2: Yes DP . df i Impact Resistant: Yes FL5823_R4 II_DuPont_SGP NOA_07-1116-04.pdf ' Design Pressure: +100/-100 FL5823_R4_II Mikron_NOA_06-1220_Oi.pdf � Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes ; httn://www.flc�ridahuilrlinu nra/nr/nr ann �tl acn�r7r�aram=�x�(�'*F�IX(l�x�tTlnvA�f�F��1?d;i7T rC;�'�x17.,,Z.�.., n l�c�i�nnci ... _,_..� Florida Building Code Online Page 3 of 3 i i Evaluation Reports FL5823 R4 AE 510965 �Eval Ren SH-8100 Im�act 100 : DP , df Created by Independent Third Party: Yes � 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 � HI sash. � Limits of Use Installation Instructions � Approved for use in HVH2: Yes FL5823_R4_II_CWS-295 (SH-8100 Impact 52x96) pdf � Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02 odf , Impact Resistant: Yes FL pdf � Design Pressure: +67.5/-67.5 FL5823 R4 II Mikron NOA 06-1220_Ol.pdf i Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By Roberto Lomas 62514 ? psf. Created by Independent Third Party: Yes 3 Evaluation Reports i FL5823_R4_AE_510868 (Eval Rep_SH-8100 Impact � � 52x96) pdf � � Created by Independent Third Party: Yes ' Back Next DCA Administration DeparG»ent of Community AHairs F/orida Bul/dJng Code On/!ne Codes and Standards 2555 Shuma�d Oak Boulevard Tallahassee, Flo�ida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. 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" � � R BCIS Home Log In User Registration � Hot Topics Submit Surcharge Stats & facts Publications � FBC Staff BCIS Site Map Links 5� �. .,� Product Approval � �� USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Applieation Detail FL # FL8959-R1 + _ � I'°� � � Application Type Revision ` Code Version 2007 a ;- � , sa ., � „ � _ , Application Status Approved 4��'� Comments ` A �'� .' Archived �" � , �, �, � . • : � ., ; i '�°°� Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emaii Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency Nationai Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standa Year ASTM E1300 lggg ASTM E1300 2002 TAS 201 � 1994 , .. � � � • , , • „ • , � , . , ., ,-„-.. ,<... .� . �,t r ., r �. , .. , , t . r . „ . ,-. . , � ,,. ,, , ,. Florida Building Code Online Page 2 of 3 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2008 Date Validated 02/14/2008 Date Pending FBC Approval 02/15/2008 Date Approved 03/18/2008 Summary of Products �' FL # Model, Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 Rl C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 68 ME Glazed pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.2 Metal-edge Steel Side-Hinged 6'-8" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 RS C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 68 ME Glazed pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When targe missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.3 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F18959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes t ,+�...ii..,..,,., n,....a,.i...:ta:�,. ,...,.i....i.... ,...... ,741 ....... ovcTi nr rTn:•--��..i r. n ici�ni n Florida Building Code Online Page 3 of 3 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Ri II Anchor Detail 80 ME G�azed ndf Florida Building Code including the High Velocity Verified By: Natior�al Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additionai information. 8959.4 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL8959 R1 C CAC NI008080-Ri PDF Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959_R1 II Anchor Detail 80 ME Glazed pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buiidings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional information. Back NexY Department of Communfty Affairs F/orfda Buflding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 323 9 9-21 00 (850) 487-1824, Fax (850) 414-8436 � 2000-2010 The State of Florida. All rights reserved. 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USER: Public User ��: .',�.� . �i . �{, i • � z� : Produd Approval Menu > ProQuct or Application Search > Application List > Appiication DeWil �*k:2 _�;�,° , .;3 �: FL # FL7091-R2 �"'�"°•°"'"'�"�'� ApplicationType Revision - � . .' `4 �;�e ��. , � � �= Code Version 2007 � Application Status Approved "�"'� Comments . s i.:...:a , .. '�!°'� ; • Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrei ber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Catego�y Exterior poors � Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standa Year TAS 201 1994 TAS 202 1994 - TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuildin�.or�/pr/pr anp dtl.asnx?naram=wGEVXOwtDavWniJRMYF,r7N�7(`miT.WaN 4i�qi�nn9 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval O1/07/2009 Date Approved 02/03/2009 �Summary of Products --__ __. __ ._ ._..__ __ ___ _ __ ? FL # Model, Number or Name Description � 7091.1 Metal-edge Steel Door in Hollow 6'-8" Single Inswing or Outswing Door Unit Metal Frame i Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FV091_R2_C CAC_NI006591-R2.PDF ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: Yes 12/30/2010 i Design Pressure: +80.0/-80.0 Installation Instructions ; Other: Evaluated for use in locations adhering to the FV091_R2_II_FL7091 6_8 Opaque Anchor pdf ; Florida Building Code including the High Velocity Verified By: National Accreditation & Management � Hurricane Zone, and where pressure requirements as Institute, i determined by ASCE 7, do not exceed the design Created by Independent Third Party: ; pressures listed. 3'-0" x 6'-8" max nominal size. When Evaluation Reports ; large missile impact resistance is required, hurricane Created by Independent Third Party: � protective system is not required. See installation detail ? DWG- f add i nfo r matio n Back NexE DCA Admini5tration Department of Community ANai�s Florlda BW/ding Code Online Codes and SWndards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Convriaht and Disclaimer Product Approval Accepta: � ��' var�atyn � ftrprrd ve�irv. }tttn•//unnnx� flnririahiiilrlina nrn/r►r/nr anr� rltl aer�v7r�aram�x�(:FVX(l�x�tTlnv�xTnT TS2AifVFr'7AT7'7(:r+iT �x7r'L7 n��oi�nno NAMI NOTICE UF PRODUCT LINE �'��' �. CERTIFICATION -- � Certification No.: 1vI00b591-R2 Pa�e 1 Date: 06/14/20Q6 � Revision Date: 12/18/2008 Certification Program: Structura! Company: Masonite Internationai Code: M-703-1 The "Notice of Proc3uct Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is apglied to the product. This cenification seal represents product conformity to the applicable specification and that all certi6cation criteria has been satisfied. The products and systems listed below are approved for listing in t6e Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. ' ` c Company: Masonite Interna'tional Corporation 1955 Powis Road West Chicago, IL b0185 Product Line: Masonite Metal-Edee Imqact Rated Steel Door with Hollow Metal Steel Frame Test Report: NCTL-218-1915-1,2,&3 Secdon 1: Generat Description of the Products and Systems under this Certification Ll Frame: Jambs and head constructed from 4-5/S" 18 gauge steel. HeadJJamb corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel skins. Top and bottom rail constructed from wood. Stiles of continuous roll-formed steel employing a high impact styrene thermal barrier. Interior cavity filled with rigid polyurethane. Section 2: Additional Supportive Test or Acceptance Data Provided with Ceriification Docamentation includedl: 2.1 Anchor Performance Cakulation Report-Per�ormed by Eric S. Nielsen, P.E {Florida P.E. No. 41323) 2.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Labaratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. #15977-104313; �This infom�ation is provided as a come�enx for conwmers, bnikimg depa�tments and it►Spectots and is not considexed p�ft of this certification Soe additionsl Pages of Certifccation for Certified Product Line Mahrix(s). 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F� rida Building Cod� Online Page 1 of 2 ,� � �� -�ry � �� . ,� x �� 3 '� � � � �� -s< -' _ ,� - . _.� J T �� a s �� w - __- _ -�� - _ � -= j '�� _ `�� - _ _ 1�e - " � _ - t � _ - � _ �, � � `. � � � t � � � �f s�a � � � r�� .� .� Fx �� k � � � _ -. �` - - -- �° - — �� — - �_�s � _ ° �-� g �°- ^' �° - ' h �^�_.� � �rv:: _�.� �,_ n.P,� v yF�e=� � ,_ "�� BC[S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search -_�; ,r.. �,�, - .�,�-�� 4' __ _ . � {! -'ge��e 4 � ` '�� ; �_ Product Approval �_ =� ' „�ci ?�_ USER. Pubhc User �*�" `"s _ 2 '� Product Approvai Menu > Product or Applicabon Search > Apphca5on List > Application Detail �'�'a-�'�3?'S� �.��'�j�'�`i. �€ � „ FL # FL1323b ry ;« - - ; -. •�. - . -� Application Type New ' � « ;: . � . ..� ; .� .,, "� ¢_:�-. c ,. � Code Version 2007 �.�::�r 4 Application Status Approved "-��`�` ° Comments �?�:v�� ,�:' ��fi� "�'��°'a`� Archived ..-� �. �. . _,. __:-� Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10401 Elm Avenue Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 . chad.diercks@jameshardie.com Category Panel Walis Subcategory Siding Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurence Contract Expiration Date O1/O1/2011 Validated By John Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL33236 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) Florida Buildulg Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated 11/07/2009 Date Pending FBC Approval li/13/2009 Date Approved 12/09/2009 - - - --- --- �Summary of Products � FL # —� Model, Number or Name Description � 13236.1 HardieShingle Siding HardieShingle Notched Panels, HardieShingle Individual Shingles. ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL13236 RO II instali-hardieshingl_e-hz1.0 pdf j ; Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc ; ? Impact Resistant: N/A Created by Independent Third Party: No ; ; Design Pressure: N/A Evaluation Reports i Other: FL13236 RO AE HardieShinqle FI_ori_d__a Analysis 11- � ` 6 ndf ; Created by Independent Third Party: Yes �� Baek Next DCA Adminis[retion Department of Community Affairs Florida Bu1/ding Code Onllne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: � � � � WPiElgi� ` ��car�q ve�rrr _ �_. Hardi h i n I° �O �/� .IamesNardie g e Sidmg �/ ,� _ STRAIGHT EDGE, STAGGERED EDGE, HALF-ROUND PANELS AND IND►VIDUAL SHINGLES EFFECTIVE APRIL 2009 � ,� E� ��^ ,;,� ra,� � v .,-„ = r n �, .— i ��- _--, Usit �rc,>..iai:�. �-r� �� for the most recent version. „7;t�:��.,,�;�:Pv �'� i,��Jlhk��i�i>>i�. - ri�Gultel� cY �.,(;i.vFP�..U� i'h� ;G� 1�"'TS lP:�l"'G�?:�1�lT' �i�ILU�E Tt.� IN`y (�1LLt��u[3 FINISH TH1� t�ROD!JC! IPt1i�(;�ft�fi�t�li,k �,��I,T�f ��'� i�iC�t�LE �liiLDIP1G CODE� i�i�l�i .�#;��i�;� ��t?i;Ui>. 4'd�il7' �T;:�PPL.14:�iTlt��i IPa�TRGCTlO�l� �'�Y �.�e.,�-' D T� 1'��yN�L i�;�i�r�r, �,c��!;T s,a`�T��ai PERFnRMAtVCE,VlOLATe �CCR� ��i��ir�i:'��=1=�, ;��iCs ��II7 -� i-!E F'RiiDUCT ON�� Qi�11�R�,-^�N i�`. E��RE l�1STHL�i I��l, CuNFIR��I THAT ��l1 �RE U51NG THE CORRECT tiARDIEZt�t�� I�ST9�U� �":��d�, 16��'�T/�! �ATI`��`d G� iiZ10r"� �'R�DUCTS OUTSlDE AN HZ10rr'' LOCATIdN WlLL V(3iD YiJU1� �N�?RRANTI; TO DEfERMINE WHiCH Hl1�,DIE2t)f+�� P�P��IE� T0 �0' 1R L�iCATION, VISIT tiVNIW.NA�iDIEZO��,G�M OR C;?L� t-866-942-7343 (866 9HARD(t� �T�R�GE & N��NDLING: � Ctl�INC IiVSTRlJCTIONS Store flat and keep dry and our000RS INDOORS covered prior to installation. Instal ling � P�on cutting station so ihat wind wiN bbw dust away from user t Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well-ventilated area sitling wet or saturated may result in 2. Use one of ihe folbwing methods: shrinkage at butt joints. Carry planks a. Best: i. score and snap ii. Shears (manual, electr�c a pneumatic) NEVER use a power saw indoors on edge. Protect etlges and corners b. Better i. Dust redicing cicular saw equipped with a - NEVER use a cFcular saw blade ihat does not carry 1he HartlieBlade saw blade trademark from breakage. James Hardie is not NardieBlade'saw blatle and HFPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum res onsible for c. Good: i. Dust reducing circular saw with a HartlieBlade saw blade P � (ony use fa bw to moderate cutting) damage caused � by improper Impatant Note: For ma�cimum protection Qowest resprable dust production), Jarnes Hardie recommends aN�ays us�ng "Best"-level cumng methods where feasible. storage and NIOSH-approvetl respirators can 6e usetl in conjunction witli above cutting practices to furiher reduce dust exposures. Additional exposure infamation is available at www.jameshardie.com to help you determine ihe most appropriate cutting method fa ywr job requuements. If concem stiil exisis about exposure levets or you handling Of the pfOduCt. do not compy with the above practices, you should aN�ays consutt a qualified'ndusaial hygienst a contact Jarnes Hardie fa furiher infamation. SW83105 ��Ef�ERAL �EQUIREMEPJTS: • HardieShingle� panels can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. HardieShingie Individuai Shingles must be installed directly to minimum 7/16" thick sheathing. • Hardieshingle panels can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulatioNsheathing, avoid over-driving naiis (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration antl junction flashing in accordance with local building code requirements. James Hardie will assume no responsibifity for water infiltration. James Hardie does manufacture HardieWrapT"' Weather Barrier, a non-woven non-perforated housewrap', which complies with building code requirements. • When installing James Hardie products all clearance details in figs.1,2,3,4,5,6&7 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not install James Hartlie products, such that they may remain in contact with standing water. • HardieShingle lap siding may be instatled on vertical wall applications only. • DO NOT use stain on James Hardie� products. CLEARANCES Install'siding and trim products in Maintain a 1"- 2" clearance Maintain a 1"- 2" clearance At the juncture of the roof antl vertical compliance with local building code between James Hardie° between James Hardie products surfaces, flashing and counterflashing shall requirements for clearance between products and paths, steps and decking material. be installed per the roofing manufacturer's the bottom etlge of the siding and and tlriveways. instructions. Provide a 1" - 2" clearance the adjacent finished grade. Figure 3 between the roofing and the bottom etlge of the siding and trim. Figure 2 Wa ,�, Figure 4 Figure 1 siding �sistive trim siding I barrier �„_ concrete deck material � foundation �._ 1 / � .,� � � 6" m i� s - � � � joist flashing ledger starter flashing course ' For addi6onal iMama6on on HardieWrapTM' Weather Barrier, consuft James Hardie at 1-866-4Hardie or www.hardewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° products confain respirable crystalline si6ca, which is known to the State of Califomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amoixds of respirable siNca dust can also cause a disabling and potendaly fatal lung disease plled s�ic�is, and has been knked with other diseases. Some studies suggest smoking may increase tl�ese risks. During instaMatlon or handling: (1) wak n outdoor areas with ample ver�adon; (2) use fiber oemeM shears for cutting a, where not feasible, use a HardieBlade saw blade and dust-reducing cwwlar saw attached to a HEPA vacuum; (3) wam dhers in the immediate area; (4) wear a propedyfitted, NIOSH-approved dust maslc or respirator (e.g. N-95) in accordance with applicable govemment regulations and manuhacturer insW ctlons to furlher fxnk respirable silica expos�ues. During dean-up, use HEPA vacuums a wet deanup rt�eihods - never dry sweep. For furlher infortnation, refer to our insta9abon insWctions and Material Safety Data Sheet available at www�ameshardie.com or by pNing t-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, soosoeos HS0921_P116 4/09 - /y >o� Maintain a 1/4" dearance Maintain a minimum 1" gap Figure 7 ; s ;-�,�%_,�-;��,.� between the bottom of James between gutter end caps and �� ,;'�, Because of the volume of water that can pour Hardie products and horizontal siding & trim. s,e i�; down a sloped roof, one of the most critical flashing. Do not caulk gap. se,f-adhe�,� , flashing details occurs where a roof intersects 1 membrane � `� Figure 6 '' sidewalL The roof must be flashed with step Figure 5 �n•�d.� flashing. Where the roof terminates, install a ea"�.""�'"" kickout to deflect water away from the siding. sidmq �' � �o no� �r4+9aP /// o�� edee It is best to install a self-adhering membrane on Caulk v � , s�d�n9 �,' �' the wall before the subfascia and trim boards are . `'; � Ho�se�„a nailed in place, and then come back to instail the flashing kICkOUt. _ _ : � �. fascia gutter and end cap Figure 7, Kickout Flashing$ To prevent water from dumping behintl the siding and the end of the roof intersection, install a°kickout" of sufficient length and angle to direct the water running down the roof away from the siding. STAGGERED EDGE NOTCHED PANELS Stepsl-4 trimboard ��s°o�24"� wate�r o.c. ��iS�i`1'�L.�... iTic`��<J v8 � minimum � sheathing �°' Fastener Requirements gap for � ,, i i ,�\ 0 083" x 0 187" HD x 1 1/2" long ringshank naiis are used for caulk � i i{ i � �. fastening HardieShingle`� Staggered Edge Notched Panels to both framing and to � i� NOTHISIAREA OUG � ^-- 5 i`� `� i _� 7116" thickAPA rated sheathing. 16 ,� ---- �--'� d I��'�, panels i � HartlieShingle Staggeretl Edge Notchetl Panel Instailation i I I 1 �fl ��' �II i I �-3/8" � � I Install HardieShingle notched panels with joints butted in moderate , __ ,�, J � contact. Due to overlapping of the joints, caulk is not required except — ! � where panels abut trim boards. (fig. 8& 10) Ensure keyways do not i line up on subsequent courses. „,.�.°, ,�.� �n�, �� , :t a £ ��, k �, �� -� i' 1) Install a 1-1/4" starter strip, and a 8 1/4" or 9 1/4" wide HardiePlank�� - � � '` ` � '' trim first panel � 1/4" lap Slding StBrtef COU�Se. positlon nails into framing to hit furthest stud second through previous courses. starter strip 2) Trim the first panel from the end abutting trim (the left side in figures 8& course Only when appiicahon is to minimum 10) to hit the furthest stud. When installing over a band board, trim the �ns thick APA rated sheathing, 8 or 9 bottorn of the panel to create a straight edge, leave 1/4" gap between Allow 3/8 a �from�p nel edges HardiePlank'siding Figure 8 bottom of siding antl flashing (fig. 9) 3)Secure panel, leaving 1/8" gap for caulk at trim and continue the course Steps 5 8 6 along the walL 118 Q ------ 4) Start the second course, by removing the equivalent of one full stud minimum -- - ='=-z- y � 2 � gap for t x . - P - i � cavity, again from the end abutting the trim. This is to prevent pattern caulk r, ;s `, � � �� : repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities �� .�' , �, �. , r ._ i and repeat step 3. � �� , �, 6) Continue up the wall repeating steps 2 through 6 until desired height is tnird reached. course � �� M ' �_ Figure 9 first course 1/4" gap. Do not cauik. �; ,�r, e;,„ ,`„ ;�..,,r,. second band board "�� .� "' �n'� 9 �� course HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL COVERAGE Panels for sidewall appiications are available in 48" lengths. Pieces needetl for one square (100sq.ft.) of product coverage = approximately 55, based on a maximum 5.5" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 8). The illustration (figure � and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. HS0921_P216 4/09 ..,.,._w,..�„-....�»,-�.�..,._, ., _ ___..a.�,.... ._., .�,._ �� N >o� STRAIGHT EDGE NOTCHED PANELS i�l�Tt�LL��It�N Maximum Exposure of 7" Figure 70 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps 1 - 4 trim board water-resistive Steps 5& 6 16" or 24"--+ barner' o.a � 1B - 1/8 a for � minimum �" • 9 caulk ° `� ' � I' sheathin9 gap for � �� - _ --` ' --= - - 1 caulk ! - ' � �P= � DO NOT NAILTHROUGH � s3� . �n �� • K" ��'- � THIS AREA � �, _: �, } � I;_ �" � � � �--_ I � 16" - � � � � shingle ��. I � 4, � i �• i i I � - 3/8" i �- -` -� �� third e 1 course � I � F �; ,. ?-- _ - o 0 o -a. > �.. _ .. . , a -� -`-- — n -_ ..._o - - o ------ -- =-e- '. . -, ° _o ° �. - _ c a - - u ` - _ - ' - 4__ ° ° ' _- ° o - o a y - v � � o - - - - 0 - - - - - - ffSf position nails into framing minimum course through previous courses. 1 1/4" second Only when applica6on is [o minimum staKer strip course 7/16" thick APA rated sheathing, Vim first panel position nails at 13 3/4" o.c. to hit furthest stud $'��4° or 9-1/4" Allow 3/8" from panel edges HardiePlank"siding HARGIESHINGLE`' STRAIGHT ED�� Nt7TCHED P�iNEL �01iER�GE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 45, based on maximum 7" exposure. HALF-ROUND NOTCHED PANELS 6NSTALLATION Figure 17 Fastener Requirements water 0 083" x 0.187" HD x 1 1/2" long ringshank nails are used for trim board �s^ or 2a barrier' fastening HardieShingle� Half-Round Notched Panels to both framing and o.c. 1/8 gap to 7/16" thick APA rated sheathing. for � caulk � "�� '� � _ `�s � _ ` i � sheathing HardieShingle Half-Round Notched Panel Installation `� '``� t DO NOT NAIITHROUGH ,�,�d � � �__ Install HardieShingle notched panels with joints buttetl in THIS AREA f ,, -��<�- { �. - .,, ' �"` , motlerate contact. Due to overlapping of the joints, caulk is not required �s° �:.. .� .__. shingles ° �_�;• �s= _ � except where panels abut trim boards (fig.11). �1° � . :� �!��,a�,:. � � I _��:J , - 1) Install a 1 1/4" starter starter strip, and a minimum a 8-1/4" or 91/4" � ' 3 � 8 ^ ��"� �;: ,�...�:.� i wide HardiePlank� siding starter course. � 2) Trim the first panel from the end abutting fiim (the left side in fig.11) to hit the furthest stud. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the r��„_ ��,�..,�,�:�. .__ •��.- s: course along the walL `��'' � r�� = , 4) Start the second course, by removing the equivalent of one full stud correc� ' cavi a ain from the end abuttin the trim. Ensure the seam is located alignment position nals into framing trim first panel 1 1/4 tY� 9 9 through previous courses. to hit furthest stud starter strip over the midpoint of the lower course for correct alignment (fig.11). o�i when application is to mirwmum 7116" thick APA rated sheathing, 5) Continue up the wall repeating steps 2 through 5 until desired height posi8on nails at 73 3/4 o.c. s-� ia° or 9-1/4 IS f88CI10CJ. Allow 3/8" /rom panel edges HardiePlank° lap siding HARDIESHINGLE HALF-ROUND NOTCHED PANEL GOVERAGE - Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. HS0921_P3/6 4/09 � y �o� INDIVIDUAL SHINGLE Fi9ure 12 !��w a�� }��l�i'i trim board � 16" or 24" �� watbafee(strve o.c. HardieShingle� Individual Shingles must be installed directly to �__ I __ i minimum 7/16° thick sheathin . ��$ gap 1— � __i� i 9 for , i sheathing Fastener Requirements �auik '' � 0 091 " x 0.221 " HD x 1 1/2" or 0 121 " x 0.371 " HD x 1 1/4" long t I I corrosion resistant siding nails are used for fixing I � ,� � �� +�� Hartlieshingle siding to 7/16" thick APA rated sheathing. sn �9ies I � ' � Hardieshingle Individual Shingle Installation � _!_,_, � Due to overlapping of the joints, caulk is not required except '�� where panels abut trim boards. Space shingles a maximum � �� 1/4" apart and leave a minimum lap of 1 1/2" between successive �- -� courses (fig.13) ; �+� ` A: p :� � . . � � x=e 9 `; Yor�� , � � �; o �,.. a � �. 1) Install 1 1/4" starterstrip and a 8 1/4" or 91/4" wide HardiePlank� '�}� Sldlllg S[2rt0f COt1fSB. position nails to secure 1 1/4" 2) Install first shingle hom the end abutting trim (fig.12) through previous courses, starter strip 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue not above the course along the wall. s-�ia�� or s-�ra�� 4) Start the second course, leaving a minimum lap of 1 1/2" between HardiePlank siding successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until tlesired height is reached. r _ ��,._.:.�. , Figure 13 �-1ARDIESHINGLE 1NDIUII)l1Al SNI�l�L� �OUrRAGE I �kf N'ate�- resistive '.», barrier` Shingles for sidewall applications are available in 6", 8", — o 0 o m o o � and 12" widths. Bundles needed for one square 1 space (100 sq. ft.) of product coverage: I shingles max. 1 /4" 1" apart Shingle Number Pieces 18 �� shingles ° Wldth of Bundles pe� BUndle leave a minimum 6" 6 11 lap of 1-1J2 8" max. between joints g" 6 11 xposure in succesive 12�� 6 �1 courses CORNER DETAILS Figure ia A. Panels butted against corner boards. B Panels butted against square wood strip on inside comer, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum 1" thick trim A B C D WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installetl, continue the appiication of siding as if the wall is compiete. Triming for the opening and using the resulting piece may throw off the spacing above the break. HS0921 P4/6 4109 . N >o� ca;;��_� :3�� i�a��.��. Installation over sheathing is recommended for gables. 1) Install a 1 1/4" starter strip and a 8-1/4" or 9-1/4" wide HardiePlank° lap sitling starter course. 2) Begin Haif-Round Notched Panel installation by first marking a plumb line down the center of the gable. Center either a keyway or a half-round long this line to ensure a symmetnc finished appearance (fig. 15 & 16). 3) Start second course, by removing the equivalent of one full stud cavity and ensuring the seam is located over the midpoint of the lower course. 4) Cut the etlge of the panels to correspond with the rake angle of the gable leaving a 1/8" gap for caulk at the trim. 5) If the rake angle cuts through a keyway of a complete panel or significantly weakens the end of the panel, use face nails to secure the end pieces as shown (fig.17) 6) Continue instal�ation aligning courses as indicated. At the top of the gable, face nails will be requiretl for the final pieces (fig. 18) panel centered Figu�e 16 on shingle face Figure 15 and 24 oc studs chalklined � i I �` centerline _ � i. of the gable �' \ ` � I, 8-1/4" or 9-1/4" HardiePlank� �0 NOT NAIL THROUGH THIS AREA panel centered _ lap siding I on a keyway over a sheathing. 1 1/4" starter stnp - - - - - - - - - - securing to fully ___ nailable sheathing nails must overlap top of the previous course first course Figure 18 Figure 17 � face nail top shingle � � � I second course � � � seam is located � ' - - - - - - - - - - - - - - - - - - - - - - over mid-point of , � � lower course ' � face nail trim board correct small pieces alignment flashing (refer to fig. 5) GENERAL FASTENING REQUIREMENTS • Consuit applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be appiicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. PNEUMATIC FASTENING • If nail is countersunk caulk nail hole and add a nail. (fig. B) James Hardie products can be hantl nailed or fastened with a pneumatic tool. ' For wood framing, under driven nails should be hit flush to the plank with a Pneumatic fastening is highly recommended. Set air pressure so that the hammer (For steel framing, remove and replace nail). fastener is driven snug with the surface of the siding. A flush mount • Do not use aluminum fasteners, staples, or clipped head nails. attachment on the pneumatic tool is recommended. This will help control the Snug Flush depth the nail is driven. If setting the nail depth proves difficult, choose a Countersunk, � � Caulk 8 setting that under drives the nail. (Drive under driven nails snug with a � add nail smooth faced hammer - Does not apply for installation to steel framing). do not under DO NOT Figure A Figure B drive nails �'�� HS0921_P5/6 4109 . y �o� £:=��i1in�;��._ €��'!�lli��1� � ' For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� protlucts. with ASTM C920 Gratle NS, Class 25 or higher or a Latex James Hardie� products must be painted within 180 days for Joint Sealant complying with ASTM C834 Caulking/Sealant primed product and 90 days for unprimed. In addition non must be applietl in accordance with the caulking/sealant ColorPlus� protluct versions of Hartlie5hingle� Siding require a manufacturer's written instructions or ASTM C1193. field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. �(�LURP�.US�� T��HP1t��QGY CAU�.KING, T�U(�H�UP & LAMINA7€ • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch up applicator. Touch-up paint should be used sparingly If large areas require touch-up, replace the damaged area with new HardieShingle� siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus� product dealer • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer P�INTING JAN�ES HARDIE�' �ID1NG AN� TRiNi �RC��41t� �-� �ilfTH [;O�ORPLUS' TEGHNOL�GY When repainting ColorP�us products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or miltlew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with ICGES Legacy Repat NER-405, HardieShingle� Staggered Edge Notched Panels are recognized as a suitable aRemate to ihat speafied in: lhe BOCA National Buiiding Code11999, tlie 1997 St�daM Bup<Gng Code, the 1997 Uniform Building Code, tlie 1998 Intematiaiai One- and Two-Family WaeUing Code, fhe 2003 IntemaGonal Building Code, and the 2003 Intemational Resid�tlal Code fa One-and Two-Family Dwellkgs. HardieShingle Staggered Edge Notdied Panels are also recognized fa application in the fdlowing: City of Los Mgeles Research Report No. 24862, State of Flaida Bsdng FL#889, .02, U.S. Dept oF HUD Matedals Release 1263c, Texas DepaMient of Insutance Product Evaluation EG23, City of New Yak MEA 223-93-M, and Cal'rfomia DSA PA-019. These documents should also be consulted far addiUonal informatlon coxeming the suitabflity of fhis product fa speciflc applica6ons. 0 2009 James Hardie Intemadonal Finance B.V All rights reserved. PI@8S2 ViSlt WINW.J81T12SI18fdI8.COf11 � TM sM , and � de�oie Uademarks or registered trademarks of for Additional Product Information and JamesHardie James Hardie Intemafional Finance B.V � is a registered trademark of James Hardie Intema6onal Finance B.V Availability, Installation Information / Wamings, and Warranties HS0921_P616 4109 PROJEG°T' RIO-2166-Q9 ENGINEERIN� EVALUATIC�N REPORT FQR A`f°TACHlN� JAf�1ES HARDIE� BRAND F18ER-CEMENT SHiNGL.ES TO WGOD FRAMED WALLS W1TH VARIUUS FAS7ENERS JAM�S M�aRDIE BUIL�ING f�RODUCTS, INC 1t�901 EL.M AVENUE FONi"ANA, CA 92337 TABLE OF CONTENTS PAGE Referen�e Reports and Results 1 Purpase af Analysis 2 Table 2a� Calculated Design Laads, 15132 inch plywood sheathing 2 Table 2b� Calculated Design Loads, 7116 inch OSB sheathing 2 Table 3 PreSSUre to be Resisted for Expasure B 3 Table 4. t'r�ssure ta be Resisted f�r Exposure C 3 Table 5 Pressure to be Resisted for Exposure Q 3 Design Wind t�oad Pracedures 4 Table 7 Maximum Wind 5peed (MPH - 3-sec gust) for Various HardieShingie Exposur�s and Various Fastener Sizes �-S �.imitations of Use 6 As product evaluator, the �tndersigned certifies that the listed produc#s are in compiiance with the requirements of the 2007 Fiorida Building Code. PREPARED BY: R4EVALO OGAWA 8� ASSOCIATES, INC 5801 WARNER AVENUE, #376 HUNTINCT�N BEACN, CA 92649 714-292-2602 714-847-�45$5 FAX ``\1` Ftiill�l/l `��\`\, � � ` . „ � , " y � ,�'�.+ .�, r �' � � , � � ST'J�7� _ �� -y`�- 4 � �*��' w , !1 �� w'w #�� ` � �t'` � � �r_� ' _- .. � � �� #i � I t�'�1. ,'�� '� _ . � ,:�;naid U�a�:a 3nu Pss,�;iatc:s !;•�% ,on i �Nar�i��r Flv�.;��::e �"�: h !•�.inc�gtoi, Itc :ch ., "Z�c i rOj��i_!<!��-:"bG�t.� iI�4) 292-2o02 � ,' 847 h5b5 `:.,. !:asnes f E�ctl Prec;uc(s i ,' � � "; ,,,� i};�C I �Itit Av�'ri:ie' i, 1.� ��: �r'i/�"�' .. f or.tai�a, S;A 923y% �<�� ` 1 800 942 ;:s�' - `,.� �'.�,�'��. Evaluation Subject: HardieShingla�t"7 Nothched Panel Siding, Hardie5hinglerat Individttal Gladding 3hingles �`.: ;�.� ;, ;,,�_ }_ , t � , TracSe Naittes. '} ,..._ .f` -- �f�rtl;F5hingl��?.� Notlich�M Pa�:e:s. Na�dieShinyle� :' Indiv� :;hir::;ie� - S ,.`..- g : � - ' _ �. < i � . �' �'. L..j 4' � ""1!af ti.� �efe�ence Reports: ��'"Y i � ' �� 1) IFite�tek Tesling Servir,es h1A, inc , tv^issfssagua, Ontario. Repart 30G7913, al291RS ;A,STAA Ct 786? ,'�°� .` ��" • �` ,� Testinc� HerdieShingie Siding .o ASTM C1185 on Fi6er-Cement Flat Sheets '�� j/��. �� ^C ,C�� . T �,�: 2) Ramtech Laboratories �r,�;. keporf 11A36-9v/i&52 (ASTtvt E330) � .� "t�raneverse lc:ed Test, LA" Tnick oy 48lri�h vnde Ha,die5hmgle Notrhed Panais �i�stalled r,n 7tin lrcn tn�r.k OSi3 ia!e�� naa!r��t ��'a? i{�qx1�.a` ':1 rail�d �r�ilh .j i-1/2 ir�ch long b/ Q.QS?3 irrh shank d,ametet bY 0 19l inch head df2rneter nn4 ';f:ank nal 3) Ramtech Lanoratones, ii,c R�p�r:` I'43F-95J?6�3 �ASTM E330j Transverse Luad I asl, i�d" Thick cy 48 ir,ch vride kiardieShingle Nvtched Panels u„1edl�d 2K4'Jtiood Siuda SG = O.�SU >paced at '15 inches on cen[Af wY.h a i- i12 mr.it Icny ky 0 0&3 inCh Shztnk diametar b_� D_18? inch head diameter i�rg cn:3r,k nsd 3) Ramtech L:�boratonas, Irc. Report 1143G-99l160A (ASTM E3303 �lranse�erse t_oad 7est, 1tA" TStick Cy 46 inet� wK1e HardieShingle Notched Panels insialled 2:{4 NJaod 5tuds 5G = 0.4Q spac2d at 2M1 inchrs on r,Gntar �wth a I 1%L inch lor:g by OAE3 iach shank diam2te� hy 0 1$7 inch head diameter rm•�i �iiank ��z:� 5) Ramtech laboratories. Inc- Repert iOT.�i4-�37-1458 (ASTM E330) Transverse laad Test, V4" Thick Gy 72 inch vride Nardfe5hingie G�adding $h�ngles :rstailed on tS13^< inch A?P. rated st�eath��iy naiied v�ith a Nwnber �I �i yauye 1 i!4 inch long rcofing raiE 5) i2amtech! aL'p�atori�:s. inc. Repur' !O�Ud-97-14fi4 iAjTM E330j Transverse Luad Test, 1!a" l liick ay 12 inch wicte I;ardieShingle Cfaddin9 Sniryles �nstailed un 7It3 inch OSB rated sP�eathu:y nale�i �:dnh a 0_09'I inch shank di�meter by L5 inch Icnq try 2221 inrh head diame.ter f2eference: ASGP_ 7-65 20U7 Florida Building Gode Z006 Irtemahon�l 6uiltlmg Ged� 2006 �ntematwnal Res(dential Code� Resu{ts: HardisShinyle Notchad P�nels and HardieShingle Individuai Gtadd�ng 9hin91es comply with ASTM C11E6. Standard Speci(calion forGrade ;t, Type A Non- asbesros Fiber-Cament FJat Sheets Table 7 Results of Tr nsvetse Load Tesfin _ Frama Weaiher �astenQr Ultlmate Design Re,�arl Test Thickness Spacing E�cppsure Spsting Load Load Product Number Agency pn.) Frame Iype (in.) in. n.) Fastener (P5F) (PSF) "Ainimum 7M6 in. thick OSB 1 5 in. iong X Hardie5hinple i��i36_ sneathing 0.0�3 in shank X Notched PaneL 59l1602 Ramtech 0 25 complying 7 13.75 Q 137 �n. H0, ring 68 22.7 Sfraight InstallaEion wi p� p��_ shank nail P52 Minimum 7118 HardieShingle in. thick OSB 1.5 in. Iong X Notched Panel - f 1436- Ramtech p,2g sheathing 7 �3 75 0.089 in shank X 61 20.3 Stagg�red 99(18(?2 complying 0.187 in. HQ ring IrtstallaGon with DOG shank nai! PS2 1.5 M. bng X HardieShingie 114'y8- Rem[ech 0 25 ZX4 W°od � g � biind 0.093 in. shank X tf12 64.0 Notohed Panel 99/1603 SG20.40 nailed 0.187 in. H0, rkig shenk nail t.5 in. bng X HafdieSfiingle 11438- �amtech 025 ZX4 W°od 24 � bllnd 0.083 (n. shank X 97 32.3 Notched Panel 99l1804 S�zo.4o nailed 0.187 in. HD, ring shank nail Minimum 2 roofing HardleShin le 15t32 in. thick � No. 11ga. 1-1l4 Q Irtdivldua( Cladding ��Q � Ramtech 025 �� 8 9 U�ches In. long rooflng 100 33.3 3bingle � DQG from but! nal PS1 � - (sMnlmum 711 � {�y� �. �� 2 neil�9 0.091 In. shenk X Irrd t�t�9 iQ7A497- qlto6thinq o.221 in. ND 7C RgmtBah 0.25 � 8 9 ilwh8s 88.4 28.8 t4EF{ � fiakn butt ?.B M�.f�g aidlt'� 1'6Z � � ;� Page 7 � -. ;, =1�.t Cgae. � ?nd .\ss�;r.ia':e:, ir�: 'Sj�t1 i ��ie?II�tF? {r'.i' Hut7ii�;;!r,r, B<.'.HCtL Cr� 52�359 Fm;�ri RiCi-2136-QJ ('! 14} '[5b2502 CEii � 7 � 4� A47 A595 fax . �nte� H,s:ci�r. �?u:idb,g ;'i�:u".-is �. -- ,;.��tU' E�m NvenuY ;r:t<,r, ;:n 1233� ! Npp.q42 7343 €�urpose. t h�s ana!qsis is to deteimine the maximum wind spaed fa be res�ste�i Gy a�i assemchf of 4lardie5hin91e Netcncd Pra�ets er ! lara e�n�n,^,,a !a ;:��dua! c12;!:i�n;; shin��ies ias,aned to wco�l framing ^t evoc� sheaihiry a�dh sid�ny n� or rooiiny na!ts 4Nith rac�,rds tn Ha; die5fr,nyle Intlivi4ual Shl�gles and based e;r rnsui;s of !esti�� g kncti eve�her expasure. we prorat�: �he araa oP ? inch and 6�r,ch weatP�er expn;ure back io the orgina� d inch :veaiher e�q�osore to dete�mina the respec;ive uplift resistance at re�uced weatt:er expesures. 13y usirg this prora@on, the design Inada for varicus HardieSbiogie Individual Shingle we-ther cxp�sures wiil be de.ferr�inaA. 7abfe 2a, Ca{culated Design Loads for Reduction in Werther Exposure, HardieShing3e Individual Shingle nailed to 15f32 inch plywood sheattFing l•Veather D2sign F�ressure cxpesure Uftmiate Le�d (in�hes) L.oad (P5F1 (PSFj (FOS=3� q�...,� 8 t0U.0 33 3 i� 7 127.p 42.3 � qr 6 168.7 55.8 Cneck !ur results Hardia5hingle Individua� ShingEes ��stalled on 15132 inch piywood vath hao `astener located 9 inches from the free end. Th� assembly lested in Ramtech Report t0�E4-'J7-1453 h3s a vre�ther rspasure of 8 inches. t',orat,on uf the areas 'Ne3fhe: �°�eather 1� Exposure cxposure (inche3) Area Isq fli A, 8 0.567 A, 7 Q.583 A, u 0.500 21 By assum{n@ Efie sam� res�slance, we can se� the mcment for the testcd configuralion equal ta the momeni of the reduced expos�re_ Therefore. �;x1 �)X9ia�=Ai K( Solve forq q, _[Ae,n X(4 + t) X 4u,� J/(A� X{3_5 + t)i A:�X( Satve (or q Q2 �%�te�t X('1 t 11 X ae.-.t 1%lA %< t3 * 1)1 I ��a.: 4� 9z 100 128,98 168.97 7able 2b, Gatculated Dasign Loads for Reduction in Weather Exposure, HardieShingle Individual Shiogis nailed to 7l16 inch OSB sheatht� W �� r Des�gn Presswe Exposwe Ultimate Load ({nGhes) Load (pSFj (PS�') FOS=3) 9 c 6 89.4 28.8 Q� 7 173.5 37.8 Qz 8 949.0 49.7 ``,``��\t11{Nlttlflll�r�,j'/ Chack fqr results, ` Q�� `` � � �� // y , - HardieShingie Individuai Shingles instatled on 7116 inch OSB with two fasteners located 9 i�hes hom the free end. � p �i�, ? The assembty tested in Ramtech Report 10794-�J7-1464 has a weather exposure of 8 inches. , ,i { � �: " Prorafbn of the areas: ' i � 1 +�� Weather Weather w"� � Exposure ' � -+ �� 1) Exposure qrea °. ` (tnches) (Sq �� ' p, Q � . • ��, ._„ l� 8 0.687 ` '+�� ► • � 4 �ri�'y� ,�� +� M,., P�� 7 0.583 �� ,� { a. �:�� _ ' � , - P7 8 0.500 r �lX �� t � ., � � •,,, � ! �1 ��4 ` �„ „. ' �� r �'J { ��&tl,l�l � � "' y.' - .,�� - ��; � �„ � Page 2 , iiorald Uyawa a�tti � a�,^,c;.:�r, ;n�' 59C,1 `vVar�err"�ee�u;c. �'�,�a �{lill[Iflj(Cf1::�:8:.r1 `-.:1 �..!:4`J F'fi��2t.( {L��)-( (fifj-f)'-1 (,14) [52-::C�Oi Ceil (71 7 ) .`{4' d gq5 5: �x 4�n�c.:: ii�r��ie i+u;idmq rrcducts, Irv .,4.Yy��ilii'i�I11l,�r_ 1:3tiU � E:�17 i��•il:lt' � €��"� ��f# s 1 C;r1? \Z �� Y i�� 7 �Y,�;� :,a'? 73=� � t�� ^ � • `��{" � ��. !,� `? 13y assum:n,c, thz same ress,ance. vre ran set ?r? mnment `c� !h� L�sicd ��on!i�r;ra!�on ^Gu;:l h� th!: n,on;ent a( li•�e reducr�i"o1cP - {�2�•j :-_ ,� { �, :- ! h�refr.re � 4 f `� � ;�i �' ��. �s �#�. ��,9„x(a��xa�.:=.� ,�"; , SOiv� fn�� '^ 4 '4�. . � : � �, = 6 x �a + �t X y��:. U,�, x�s.s r 1 ti� �� +f�,� 4.� `'L�y,• A,..�X('�+��?�av�.=F,x�"?r,;x��. _� � , - } � s,h �.�`�,`•-..:�"�,, _'3 �`"��, J l8 f0! C� i -,f ' - =li-1 a )jXnr,a:l'[��:x( 1 %1 � •;,•.•� '�� .� wP t" T-------- Y ��i�a !!dn' �� t ,.�°`,SS; f a � 9r�� 4i 9� C�filr�t�ip�St�.,'}' �94 1t352 � ?d900 ? ' . Ta61e 3, Pressures (PSF) to be Rasisted at Variou3 Wind s'peeds - Wind Exposure Category B, Kit-i, E-t.0 WIndS 0Bd(3•SBCOttd uSt S5 aC 100 110 730 134 140 15Q i70 � E�cposure � 8 B 8 E3 B B B B_ �djustmenE « � Neight (tt) taCtor, n F'r��'� � 17 4 i9.5 `[4 i 9.1 3< 7 �lU 7 4''.� 54.2 6J 6 y 0-15 1 i7 4 i9-5 24.1 "19 1 34_7 40 7 4Z2 5A 2 6�J 6 2p 1 174 i9.5 24.1 29.1 3A7 4D.7 4?.2 54.2 Bv.6 28 1 174 195 24J Z�J.t 347 407 47.2 54.2 fi436 30 1 17 4 i 9.5 24.1 Z9.1 34 7 _ 4U 7 A7 2 54,2 69 6 35 1.05 18.3 20.5 25.3 36.6 36.4 427 a9.6 56.9 73.1 40 1A9 S20 21 3 26.3 31 ; 37.8 44� 5t � 5'J 1 75.9 A5 1.12 13.5 Zl 8 27.0 3", 5 3a 9 45 6 52.9 60.1 78 0 50 1 i6 2D.2 22.6 28.0 338 40.3 47.2 54.8 62.9 80.7 gg j,t$ 2�.7 23.2 28.7 34.6 41 3 46.4 58.2 94.5 82.8 op i,22 27.2 23.8 29.4 35.5 42 3 49.7 57 8 F,8.1 84 9 100' Ifz = 0. 30.8 34.5 42.7 B1.S 61 4 72.1 83.9 �J6.0 123.3 `For height> 64R: Kzt=t, Kd=O.&5; i-1, GCp=1.8;GCpi=0.t8; p=0.00256'Kz"Kzt'Kd"Y^2'1"(GCp�GCpi) Tabis d, Pressu�es (P3P) to be Resisted at Various Wind Speads - Wind �xposure Category C, Kzt=1, 1=7.0 Wlfid S d 3-SeconQ u8t a5 so 100 110 '120 13� 140 150 270 �x osure c c c c c c c e c AdjUEGltetlt p� � 17 4 i 9 5 24.1 29.1 3d 7 4Q 7 47.i 54.2 09.6 Herc�ht R) tectw, i 0•15 1.21 211 236 292 35.2 42.0 4�J.2 571 65.6 F34.2 20 128 22.4 25.2 31 1 37.5 44.8 52.5 80.9 68.9 89 8 25 1.36 23.b 26.3 32.5 39.3 48.8 54.9 63J 73.2 94.0 �0 1 d 24.4 27.3 33.7 40.7 48.6 57.0 68.1 75.9 9T 4 35 t,q6 y5,2 2$.3 34.9 42.2 50.3 59.0 68.d 78.8 1Q0.9 40 t.a8 25.8 29.1 36.8 43.4 51.7 60.8 70.3 80.8 103.7 k5 1,53 ,6 29.8 38.9 44.5 53.1 82.3 72.2 82.9 108.5 50 1,55 27.1 30,4 7.6 45.4 54.1 63.5 73.6 84.8 1(?$.8 55 1,68 27.7 31.0 38.3 48.3 55.2 64.7 75.0 $6.2 110.7 p 3. 39.0 5 2 .5 = 1; 39, 4.0 65.7 78.2 �1.7 1. 1. 98.9 `FOr height a BOft: Kzt=1;1C�0.85; t=1; GCp-1.8;GCpi=0.16; p=0,00z56'Kz'Kai`Kd"V^2`I'(GCptGCpf) Table 5, pressurea (p$� M be Resiafed at Various Wind 3peeds - Wind �xpasure Categary D, Kzt=1, 1=1.0 VJind8 3-second ust 86 90 100 110 1Z0 130 14a 15� 170 �g Q D D D D D D D D AdJuBhltBRl P„� = 17 4 13.5 24.1 29.1 34.7 40.7 47.2 542 69.8 HNght ft faCtor,1� 0-15 1.47 25.8 28.7 35.4 42.8 51.0 89.8 69,4 79.7 102.3 20 1.55 27.0 30.2 �7.4 46,1 53.6 63.1 73,2 84.0 1UT.B 26 .61 29.0 31.4 3$.8 48.9 58.8 65,5 78.0 87.3 11 .1 30 t.BB . 28.8 9Z.4 4�A 48.3 51.8 89.8 78.4 80.0 115.5 35 t.7 �.e 33.2 41 A 49.6 56.0 89.2 80.2 92.1 1 t8.3 " pp i: . ,� 93.9. 41.9 50.8 0'.d 70.8 82.1 64.3 1Z1:1 �+4.T ,:4 :9 51.8 61.iS 72.4 E4,0 8fl.8 12 . B , 0 .T 9 73.7' :4 ,98; - t A �. : , ,., .ffi 4.A �8G7 ?'�:i , .: _ ,� ^ , ,6 1 <. - a .1 �'i 'l�' CP� Tslblep S�qf6�igN'!G pre C@�Md dr A9GE '7-d� �# consistent with the 20D7 Flait� Bullding Coda Page 3 Ronald Ogawa 3nd F�ssociates inc 5901 YVarne� Avenue #37t'; Hunling!on Be �c.t:, Gq g"!649 Pro;ec; R?6-2166-r9 (714) 2�2-2�G2 ce!I (7�41247-45°5fax ' .,ames Flard!e Huilding i'roducfs. Irc. 108U1 Ei:n Avenuc �ontano, SA 32337 1 SC10-642 7343 Design Wind Loads. Equatron ?, q Of.1256'K,'K� `K.`V y, , veloctly pressure ai heiynt z K� , velocity pressure exposura coefficient eva�uaied at height z K,� , topograpbic faetor K� wiisd directiona�ty factor V basic wind speed (,MPH} I importance facicr EqUaticn 2, p=4."rGS„±GC�) GC product of extemal pressure coe(ficient end gust-effect (actor GC�„ , p; oduct of intemal pressure caefficiert and gust-effeG factor p, design pressure (PSF) for cladding Subst�fute q� into Equatiort 2. (�=0 0025G'K V"P�GC a0/wny Ior V, V= (p/(o.00256"K_ K Takte 6, Coefficients and Cons[ants used in Oaterminin V, Basic Wind Speed MPH 9-second ust K� Height (ft} Facp B Exp C Exp D K K,� I GC GC C-15 0.7 D.85 103 h560 7 0.85 1 1.4 0.1$ 20 0.7 0.9 1 OS 1 0 85 1 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1 1.4 p,t8 36 0.7 q.98 1.18 1 fl.85 1 1.4 0.18 35 6.73 1.01 1.19 1 0.65 1 1.4 0.18 40 0.76 t.04 1.22 1 0.85 1 1.4 0.18 45 pJ85 1.065 1245 1 0.85 1 1.4 0.1$ 50 0.8f 1.G9 127 1 0.85 1 1.4 0.18 55 4.63 1.11 1 29 1 0.85 1 1.4 0.1$ 60 D.85 113 1.31 1 0.86 1 1.4 Q.18 100 0. 1.26 1.43 h>60 1 O.SS 1 1.8 018 `\\\it �`\1I1 111111 1I11t� y/ �� . �/�� i�� t • :z; � . `1 .r, �, ', + i �• v " - � � � F '�'" J _ r ..-_ - ��'1' � _ .,�,� x `•-. �� ,�,�, , � � �,� � �, � - ��A ' ��I��Y � y` � . � u � A BSY9� 11911K� ;� �. _ �� ' � i f i i Page 4 ., � e{ �t q" :�� • " _ FO �,/ f: _ :;ga � sr:i A�sn� .i'�� r � - P . .. .':3...,pf,�i•r8•;:,o jfx, _ � � ° .. r H� , � F.ea�-n f.A �- � ' - - 1`�.`i t�' . P.op::_; <iO�!_-.� - , i,; .. „r-i��-�� -,�^�. ��() ,_ j;`?.i !��„e. +-� .. � Et, �.. _ �„�1�,Gs L.: � - - ii`10' L:a7HYr�:;,o _ .` , - - �- J' i F.7:1'::i7F 1,la`)._� .. l� „�'•`' 4. . , �� ,�', g , - ': 1.��d�-:r. r''?rl ! , J '-:"4 _ _ ��~391.� . ;_¢uFq14i��.` �'�py'S ��+{�!"t�,,'°"�.4ic; a �` �� Tabie 7, Maxlmum W�nd Speed (MPH 3-second gust� HardieShingla Sidiny, ASCE 7-65 Method 2 �� ` ._ . �as;c Wind Speed rnp'r. Cce�cleMs u5ed in txcol Caiculatiorts For aut_ / (3-5��'.ond gu9f� ,_, - _T__ _ __._ ' l6CN?& IRC� - K, I Frnduct Fastener S:ud Woather B�d:l;n!� G_s.gn --- � -'.r Fastcnes Frame F j I `?roduct Th ckness Spac Spac:ng E,:;po<�,uq Heic,,r,t � �_ � D tcaa � (inches) TYYP (mches; � {YFe (�ncn2s; lin.) if�e!) � :PS� Jp 8 EXy C% �(� ;J H. i�� 4�. � C•- i 5 97 E35 E9(? 22 ! 0/ �J 9�� ".03 �^0 7 � 85 t i a R 33 I � ' i 0 97 87 r 3 227 u' 0 J t�J�1 ": 0.85 �' 4 0 18 ( ( � 25 9; E�! 227 07 o«t iY< `� +�a5 t ta ot* i i:4`mmu:ri I � --' --- � m.,_.e - ? 5ir Wng � ;, ! �`---:�� .�9� 82 5 227 C.i 0.@8 i if f�85 7 1.4 0iJ_ = 'n - li�i::ia5hin91e ' X OAn3 �� ;ni�e OS`t j f-° 'S 9^ ^ 8? ; � d r� 7 0.73 ! C,1 1 iS ' 1 J �5 °; 4 a td' NU?ct;ed Panet �; shank X � i37� sheatF:ir:[� i ! � 4f 53 fi[1 75 <27 07C t.4d L22 � f 0$5 ' A Q.?8 Si�aigh! � ..� �187�n � � ---.{ _�92 %9 i3 227 4785 1085 124b' 1 OB' 1 i4 0'8 ':nst.�llatron HD r:nc� �,y:th DOC- - � so so 'ra �z zzr os� tos tz7 i oas i i.a o^� shAl-�kt�3�1 PS2 ' -- -" _ 55 86 ��I 72 22.7 0.83 1.11 1.29 1 9, 85 1 1 4 G i 3 i 60 86 70 �1 22.7 0.85 1.13 131 v _ 1 095 1 14 019 fOG 73 65 61 22.7 099 126 143 h�6Q� 7 0.05 1 i.8 D.18 0-15 52 83 i'6 20.3 0.7 085 103 iis!36 1 085 7 1,3 O.tII I �Q 92 $1 74 203 Q7 0.9 I.QQ 1 0,85 1 � 4 0 S8 P.9m,ir�m ��5 �� 9 73 20.3 6.7 094 1 tF ': 085 7 S4 0�13 1 S:n Innq r/i6in '-9 %8 �9 2�13 C7 098 7 i6 1 Ufl5 1 i 4 0 it3 HaIdi6Shmc�i° XO�d'3.-� ihiC.kOSB 35 jiJ ;6 �70 ?Q3 073 1.01 119 1 OG5 7 1.4 013 tdOtGhed Par:e.f - �nrnk X 7s> 7Q 203 076 1.04 1 22 1 U.89 1.4 0�3 � �;; i t shea'nin? � � _ ' Staggeied 1=�.iN� "� ccr:;P�Y�"9 45 87 ?4 69 2b3 0783 1.085 t245 085 1 1 d 0.1Q i IrsfaNation € � H�? ring �„�;h 60C I � i ;hanKn�i: 0 �5 74 68 2tl.3 0.81 1,09 1.27 "I 085 7 1.4 0.18 j P '�'� ; 5, &4 73 68 20.7 083 1.11 129 1 085 1 1.4 018 I � �0 83 72 87 20.3 0 85 1.13 1.3t i Q 85 1 t.4 � 18 v 10R b"9 fil 57 ZD_3 0.99 1-28 'i A3 h�60 1 085 1 1 3 D.18 � �-15 163 14$ 53d 64A D.7 tl85 iO3 hs� 1 o.E5 t t4 0.16 � 20 163 14A 131 64.0 D.7 P.9 10a a 0.86 � 1.A O.ie 25 163 1A1 129 61.0 0.7 0.14 1.13 1 0-85 1 i.A �.t8 ? 5 in. long 3p 163 138 127 64.0 07 6.98 1.16 � 7 p 85 1 1 4 Q.18 X ff 083 :n a5 160 13S 125 84-D 0.73 1 01 t79 1 � 85 1 1.4 0.18 HardleShingie �� shankX bLndn3i� 2X4wocd 5 � 7 40 t57 134 124 64-0 0.76 LW 1.22 1 Q85 1 1.4 0.18 IVotched Panel 0.187 �n. at �.ud SGsO Y0 HD, ring 45 154 132 742 84.0 0.786 1.085 1 285 t 0.85 1 1.4 Q.18 shAnk r:ad 50 152 131 121 8d.0 0.81 1.09 t27 i 0.85 1'1.4 0.18 5v 15D 130 120 84.0 0.83 1.11 1.29 1 0.85 1 t.d 0.18 80 1�36 123 179 84.0 0.85 1.73 1.31 1 0.85 1 1.4 D.'It3 100 122 109 1 p2 64.0 0 99 9.28 1.43 h>60 1 0.85 1 1.6 0.18 0-15 1't6 1Q5 96 32.3 0.7 0.85 "1.03 h.v80 1 485 1 1 A 0.18 20 116 102 93 32.3 0.7 Q.9 � oe t O.eS 1�t.a 0-ta 25 116 ?00 92 32.3 O7 0.94 1.12 i 0.85 t tA 0.15 7 bin.lony 30 f18 98 90 32.3 0.� Q.88 1.78 1 0.&5 1 1.4 0.18 X 0.083 in. 35 113 9fi $8 32-3 a,73 LOt t.19 1 0 65 1 1,a o.18 NartlieShingle i � d sha�k X blind �ail 2X4 wood L � r 4p 111 95 98 323 0.76 1,44 1.Y2 1 o,SS 1 1.4 o.te NotcFed Panel R.187 in. at stud SG>_0 a0 45 1D9 94 67 323 0.7�6 t.q65 1.2d5 1 D.85 1 1.A 6.'f8 HA, rin9 shaNc nail 54 104 s3 68 az3 a.et i.os � 27 t o.s6 1 1.4 o.t8 55 106 92 85 32.3 0. t.it t29 � 0.85 1 1.4 4.10 60 105 91 85 92.3 0.85 1.13 1.31 1 ,85 1 1.4 D.18 ip0 �7 77 72 329 0.99 128 1.43 h�60 1 4.86 1 1,8 ,O.tb 0-f5 1t@ 107 97 SL9.3 P.7 0.86 103 h�0 i 685 T t.�{ _Q.18 20 118 104 95 33�3 0.7 �.9 i,tl6 1 �.85 1 1.A p.t8 Minimum ZS 1f8 102 93 39.3 OJ 0.84 1.12 7 0.85 7 1.4 0,18 2 raotin9 15132 in. 30 118 99 61 333 0.7 0.9H 1.18 1 Q-B5 1 1.A 038 H�rdieShinpie No. 11ga. t naits Nidc 35 115 98 90 3S.J 0.73 1.Ot 1.19 1 4.86 1 t4 0.`18 I�dfvidual ��q t14 in. long 9 inches plywood B 40 113 97 B9 93.9 0.78 1.(# 1.22 1 OB5 1 1.4 O.tB Cladding rooNng �ail from butl compiying 45 111 95 88 33.8 0.785 1065 1.245 t 0.65 1 1.4 O.t8 5hinglas ¢r�9e with OOG 60 109 94 87 33,3 0,81 1.08 1.27 1 0'.85 5 1,4 O.ta PS1 55 108 93 87 3��3 0.83 1.11 12B 1 0.@5 4 1.4 O,i9 60 107 93 86 3J.9 6.95 1.13 1.31 - 1 0.85 f 1. 0.78 1Q0 88 T6 74 3T.3 096 1.28 1.d3 h� t 0.85 t 1.8 ti.18 Page 5 i„ !i;iiitrirr� • � - 1 � E�/ � ai.i Oq�.4a_ -�r,rl a ;SC:I�Ies , . -�� } - " • "�� `� "_..51^,4f;nc�r.v_...a.�3', --�s . . , � 1 ' 7 � _. iiin i?�SCh r,q o25a4i _' • �i' ,,?'L.F - _ ro�ct t�rq-z��s-05 ` � _',�; 252�ZE02 cel! �;. - , , • �� , ',a i ' � ;:., i7?�t�81;-0595faz • � .��,i.._. _., -�f n.f'�r.�_;.s I,- �� ' ` ± � - ', .-;,�: p;�. - ��t�!:? _-:. _ � ( �_ ,..Nt7 C.n'i_'t'./ � .- � ,. , ��r �' � -HOL' 94? 7'i.13 - �� r� - - - 'e v , ,S- - `� :,� , t_ ._ : ��'� r r t� :. �'�� w"� a , , "� 1 � ` � ;j, t 685IC i'/ �^d 5ee°d �ph �,.�;ficzents �sed in Exc? � t ("3-seu:nd ��s:} I Caicuiatione #'ar tabte 7 " ___ ,�.._..r _ 18C:��&iRCk� �" -'-�--`�..-- Preauct _ 4`sV e Fast=ner F` Stud Weather Building Cx�s,y�r � � ro�J:;�.t Tn�ckn�as� Spac!r:g Spacing Exposu;e �ieiqht B j C �. L; i j s T'�"`r - r:. n tY✓e ' ! ar,�:Yas� ,�r:u.est (�nches) 4n ) i i£eNt} (pS�f - - Erp E cp i, K, i t�:� :iC„ 3C' 6-15 133 120 1 L19 �2.7 6 7 9 85 1 �3 hsc0 i 0 85 1": a 0.18 2G 133 117 1C7 �t�J 0.7 G9 10i� ? oU5 I 7;? p.td h1!,umuin ?5 133 � 1?4 105 a23 0; J93 11�: �t 055 ^�4 91a �'ooti:ln ?St37_in 'n 133 112 1C3 .i23 G7 949 ttt: 1 45�1 7E OL5 Hz:�lieSi?:r.�la �� _ ` 35 1'„�Ci i i0 1G2 -t[: 0'3 1 Ot 1 f:,� �iY� � i 14 G38 ir.d��.;�,iva; No s tgn ; ss;;:x. V4 1;4 �n lane 6!�ciias �iyr.co�i � ' �0 i2i I i09 YfJ •:23 075 i c_�,t 122 I'? G."5 i t i 4 0 td � atl fromp��it ce I I � rco`:nc� n n'P Y'�9 45 i r � ' !'-`!""- . hin �ir:s 25 1)7 y5 �?? 3 J.7g„ t C£.'i 1 2d5 ? 0 d5 1 t 4 0 t� ed8e W':Ut DQC:- 50 123 lU5 4d d2 3 D�3< 7 p9 1?; _ _ 1 O 1 1 A 0 18 PS1 S5 122 10� 93 r�..: O.aa t. i? t 2s � o.t�5 � t a o te � 50 730 1Qti 9; d2.3 065 173 t."st 1 OE�5 7�t.A Q.t° 100 ?00 88 83 �<^J J59 126 1a3 h�-EO 1 O;;E� t�a o_?3 i Q-1& 152 138 t26 55.5 07 G3:� i.Q3 h-69 1 0.55 t 1.4 �.I9 2Q 152 134 122 356 0 T C 9 1 OA 5 0-35 1 1.4 0. �5 Minimum 25 152 431 12Q 555 07 0.94 11i 7 095 1 1.4 0'8 2 roctir,g t r?32 in 3C 152 12& 118 S5 5 G.7 �.9.� 1.16 1 6�4r� 1 i 4 0 i�3 Fiard�eSn�r:�l� No tt�a t ^aiEs !hick 3 a ? 1 pg�, In�]:vidua� 3 5 7 9 127 117 580 0.;5 1 0 1.1a , 7� 1 i 4 O t9 ?�.A �I/4rt�t:llg �irdtk'5 {�iyEkprd 6 q0 tq6 9L5 1'S ;.5^ �i5 iCn 1?� �1 �4�Ii 14 019 Cladcin3 rnot�n� eaii from b�; ! � ��o?yin9 4c �- - - -- � - ----- - - ;-� - - e - - Sh��cl._� .. i� 1_� 1'4 a�o 0 iO5 1 r'S 7.Za5 � D�s^-- ^; t 4 0`:3 � � CK�3s •.Y�th 6UG SC 14S 122 113 55.5 0.81 7 03 t 27 S � 0 cE. i ; J D_t3 j PS1 g5 74Q 121 172 55.5 0.83 11? 1.29 1 0^b t 7.4 U.1H I 60 138 126 itt 55.6 085 i.13 1 �7 095 1 1.4 018 iQ0 114 1C1 95 555 6.98 128 9,d9 h>30 1 f).a5 7 78 Df8 ' - 0.15 111 101 92 298 Q7 08S tUJ lL�S'J 1 0.85 7 t4 Q�8 i 20 111 98 90 298� OJ O�J 1.C8 1 0.5 ! i.A O.tB k7inimum 25 ttt 96� 98 298 07 0.9C 1,12 11095 7 14 ��8 0.091in. Zsiding 7116in- 90 111 94 86 23a 07 0-98 118 1 795 1 1A �.?@ Hartlie5hmyle ShB�kX �ails ihickOSB 35 ip9 93 &5 24,9 0.73 10! 1.15 1 085 1 7-0 0.18 Individua! �� 0221 in. Hi�ches sheathin c Cladtling N[)X:5 � 40 107 � 91 84 29-8 0.78 1Qe 1.22 1 OE5 1 1.4 0,13 � from buEt wrr�rying 45 50.5 90 83 29.8 0.765 1 p85 1.245 1 4s5 i �.4 0 78 Shing.es in.lcng �ga »tith DOC- si�ng nal3 � 5Q 1 Q3 &9 $3 29.8 0.81 7.09 � 2'I 1 0.85 t".4 0.78 + 55 102 89 82 298 0.83 t.ti 1.29 1 p.�5 1?,4 0.18 60 l Of Q8 81 ?9 8 D 85 113 1.3": 1 0 85 I 1 4 0 18 1�0 84 74 70 29.8 0,99 1.26 t.d3 's��.A 1 O.t3S 1 1.8 018 0-15 125 114 103 378 0,7 085 1.03 taE� 7 OBIs 7 1.4 058 I ZO 125 i N� 101 378 0.7 0 9 i G8 1 0.85 1 1 q 0 70 Min�rr,um 25 125 106 98 378 0.7 0.94 1.12 1 0.85 r� t.d O.i9 � �� " 2 s;d�rig Iits �n 30 125 106 97 sl.e o � o sa �.�a � n 4s i i q aia HartlieShingie shankX �ails thickOS6 35 t23 10A 96 3L8 0.73 1.01 1.18 7 p85 1 1.4 O.tB Individual 0.221 in. g qq ry20 103 55 37.8 078 t.oa 122 1 o.a5 5 tA �t9 Cladding �� HD X 2.5 8 inches sheathi� 7 from6ut[ complying q5 4f8 102 94 37.8 0.7CS5 1.065 1.245 1 0.85 f 1.4 p.10 Shingies in.fong �9e wiUi DOG sidirrg nail � 50 117 100 93 JT.S 0.81 1.03 1.27 7 0.85 S t.4 0.18 55 t18 100 92 37,8 0.83 1.11 1.29 t �.86 f 1.4 0.19 60 N4 99 92 $78 0,85 1.13 f.31 4 0.85 1 i.4 Q.16 100 94 83 78 37.8 0.99 126 '1.43 h� 1 0,&4 1 1-8 0_t8 0-75 744 130 118 49.7 O7 0.85 1.03 hs$0 1 0,85 1 1,4 0,18 20 144 127 116 49.T 0.7 69 1.08 1 �.85 1 1.4 Q.18 0,081 in. Minimum 25 144 124 114 49.) 0.7 Q94 1.12 1 0&5 1 1.4 0.78 Hardie5hingie shenk X 2 siding 7N6 in. 30 1q4 721 112 48.7 0.) 0.96 1.16 7 0.85 7 M1A 0.18 fndividuai 0.221 in, naiis thidc OS8 35 141 120 110 49.7 a.73 t.01 �Jg � 0-85 1 i.4 0.1s Claddi0g �� MD X 2.5 7 incha5 sheathing 6 qp 138 71$ 109 49.7 0.76 1.04 1,2Z 1 0.85 1 t4 0,18 Shirlgle3 Ift.lOny frombuN complying q5 136 117 108 49.7 0.785 1.085 1245 1 085 1 1.4 0.18 sidinqnail ed9e �SOC 50 134 115 107 497 0.81 109 1.27 1 O.BS 1 t.4 0.18 55 132 i14 106 49J 0.83 1,11 1.29 t 0.&5 t 1.4 0.78 60 130 113 105 49 > 0.85 1.13 1.31 t 0 85 1 1.4 0.78 100 108 98 90 49.7 a.99 1 26 1.43 h>80 1 0 85 1 1.8 0.18 LimilaUon# of Use; 1) Fastener pulbut must be evaluat�l when inatalled over steel studs or a species of wood studs other Nan that which was tested. Page 6 Fl�r�da Building Code Online Page 1 of 2 ;_ � ��y �� : �` ` _ �� .. *�_ - _ � --� ��-� -- - - _ � - - {�,� ° � 3 ,� z i-_: � �� y -� _ _ -.# -'� � - - -- � - n- 4 �'t �-� �_� -_ � r ,�-.�,�,. - __ - -'� - °` 'ren*`-- ---,_�.'r.,,. - - - - �-� �-�.�� _ _ , - - - x . _ � -, L ' �_ "�<` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff r BCiS Srte Map Links Search � . � " ��Product Approval �_� , - � � ` � USER. Public User _ i �_ � � t� � "J '�..� � � � a..: �.. ` = Produc[ Approval P7enu > Product or Applica[ion Search > Apphcation List > Application Detail �'��''. t��_'�:s`�,�,'=tz;�:'L_y �, ��„�- a� m� . �,� FL # FL5444-R2 �" �� ` Application Type Revision �� °G � �"`� � Code Version 2007 �,��,�;�.,�„ w,._ _ '� �� °- � Application Status Approved � �� "3�� Comments � k �:�� t. F -. �k ,��. Archived r 'AF �: Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road B�ue Bell, PA 19422 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE . • Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinity ERD Certificaiton of Inde�endence pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 .._.ii--�----. n�_:a-L--_��.--- ----�_ �- ,., � ..,�,.,�,,. .,-. . , , .-....,.... .-. .,.,.1.. ,.., _ _ ._ ._...._ Florida Building Code Online Page 2 of 2 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 r —�_.-----__.__.___..__— ---___._...__�. -- - — -- -- — - - — �Summary of Products FL # Model, Number or Name Description � ; 5444.1 CertainTeed Asphalt Roofing 3-tab, laminated, architecturai and 4-tab asphalt roof ! Shingles shingles � ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL5444 R2 II er072709FINAL Asphalt Approved for use outside HVHZ: Yes Shingl_e_FL5444-R_2_,pdf , Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 t ' Design Pressure: N/A Created by Independent Third Party: Yes i ; Other: Refer to ER Section 5 for Limits of Use Evaluation Reports j FL5444 R2 AE_er072709FINAL A_sphalt � Shingle FL5444-R2.pdf Created by Independent Third Party: Yes � �a�k r�ex± DC Administration Department of Community Af/airs Florfda Buildinq Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-18Z4, Fax (850) 414-8436 OO 2000-2005 The State of Flonda. All rights reserved. Coovright and Disclaimer Product Approval Accepts: � � � � Y41M#14n y �►4YlMtl !� YlRi�Y� 44«.//.�,.......A.,..:.�..L__I1.11.'_ __—i_._i___ _ �n n ..�-...<..� .-. , . ..._,...,. _ '__ _� _ � EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 _�� =W�� OXFORD, CT 06478 PHONE: (203) 262-9Z45 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-R2 1400 Union Meeting Road FL5444-R2 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCRIPTION CertainTeed Asphalt Roofing Shingles. LABELING Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: , � , � ; ,��;�i,��.,,, , ; , . •• 'c\e t .�i. ° . _ � Cv^,:�b�C' r : %��. - �2;.s�*10._5?t'8S %. :tr = � : C_ - The faaimile seal appearing was authorized ��. ,g-;� OF �� :' by Robert Nieminen, P.E. on 07/27/2009 ' 0'•.,� � i:;- This does not serve as an eledronicall si ned ' � ,, , „ ��O,r� ,, , - �: Y 9 Robert J .M . Nieminen, P .E. ��'r,fi$j.��.••' �+` documenG Signed, sealed hardcopies have been Florida Registration No. 59i66, Florida DCA ANE1983 � l'�� %��:� ��"' transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned, operated or controlled by any company manufacturing or distributing produds it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entlty involved in the approval process of the product. . _sl� � �'= ;_ . - r ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: ction Property Standard Year 1507.2.5 Physical Properties ASTM D3462 2004 1507.2.5, 1507 2.10 Wind Resistance ASTM D3161, Class F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2O05 R905.2.4 Physical Properties ASTM D3462 2004 R905 2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6 1 Wind Resistance ASTM D7158, Class H 2O05 3. REFERENCES: Entitv Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CAl2702 05/27/2003 UL(TST 1740) ASTM D3161 03CAl2702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D346Z R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiflcabe of Author/zallon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 10 `� �7 �--9,� �� j f � � „ � � � ' �_ � 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon ShangleOO, CT20T'", PatriotT"', XT 25 and XTTM 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House ShangleOO, Centennial Slate'"', Grand Manor ShangleOO, Landmark'"' (formerly Lankmark 30), Landmark Plus (formerly Landmark 40), LandmarkT'" Premium (formerly Landmark 50), Landmark'"^ TL (formerly LandmarkT"' TL Ultimate) and LandmarkT"' Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeT"' and Presidential Shake TLT`" (formerly Presidential Shake TL UltimateT"') are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasT"' is a fiberglass reinforced, 4-tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Ciass F or ASTM D7158, Class H, indicating the shingles are acceptable for us in ali wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkef PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buildings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 9B-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiticate ofAuthor/zation #9503 � FL5444-R2 Revision 2: 07/27/2009 Page 3 of 10 — ��e �� ,_ 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 6 2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2.7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:1� 6.3.1 Classic Horizon Shangle0, CT20T"', PatriotT"', XTT"' 25, and XTT"' 30: !�W ANQ STAHDARD Sli1PE STEEP StOPE ENGIISH ; " = u• [o��r ��iis .u��t .is s�3ula c�I a�[�h�lt ruulhtv� � rw�•;it` ;+n ru•� •, ful! i' �;j' ►'r }f:� � ' '„��,.� �hi�2;;le +Fi�;rtfr U- i� .i.c�li.�lt n��;fiiiw � r:firut irr� lii�� ti�'1'.11 (> i;t; I �,�,; , � T ,._. , Ct7�e l l iS ail?��i•Slt�l. � -�-----+—`�— a-----� +,`§ if _ (� i •' i�: )i' .� .. �-�,ya� � � � � � � � � � .� .� � � METRK , , _ i -- r •- i; �„ ►:..- , -.,.�- .i -.; , Rooling Cement - ;r � ., , i� _ � , ' i �-� - � -r= --, � •. - _ , � S- --- �~— --- . � �� f r�Nrr� f l- i� [ u> fofrr tez!ft rtrd � t r s(.y>te uf �uplxt/t «�ntc �t / u3t .�l±•e �� <Ii Ev �s - rf,1i"PIt)N: l:sc2;sisrs us: .;t rcn,fin� r��uesd �':u� r.u{.� sliim,ir; to blister. tignr�� ll l.'w�fnern:rtbsfnrrar+l'jtrUsbir.�d�� 6.3.1.1 Hip & Ridge: Cut Shingles ��; 1+- -H i�` �' i` iic!i1 R:�;r;evt; _ ,_.,�r�i i I _ --►{ .�, + 4 , i � � -r� ?3G�;ittitj^ �` F•;;;t�t� i r 5 - 1'1.'�,� - �'--�' �,nY. yI �++ m � �.r - i 4 �! I ;125 �n � , _� - �,�,�cc. � � �;ao�. + � � � � � � � � � � � � ', .; `� _ �.. ,.L., 5hing{� ' 4fif,Gle ti;;ngle _ {I; � , m; �. � a« �� \; 1h� ��' �rNVia\ V�at.., Ffgure ! 1-24• f:ut tn&c, tL�r J:�rn finck tn »rnkr r:�p .ri�trrgte. l � ea l�'nglt.sG rlintsnsdmkc sh�u�rc) i`�`��' Frg�rrm I �-as: lnstr�ttata7n of � pps alnng rbr ht/.�s m:rl rtf(�rs. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthorizatfon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 4 of 10 � �_. ` . . , �� ' ' .� � � 6.3 2 Carriage House Shangle0, Centennial Slate'"' and Grand Manor Shangle0: t4Yd AND 3TFEP SI�PE STAN�3ARD S1flPF I�i� ce�en n :uis :uicl tfircr .pots of :i,plialt r��„Iin, � rFjrr�it t,u ��ari fuU �3rand ,t9a�ic�r 5hxnyJe. E sc• fi�e �iails an�} �hr��t� wpols ;,I :�apl�alt t«� ti�c t�aily l��r thi•n' [nll `h:i�u;li• ruuling �cnk�m lix rs�n h�ll {:arriagc iloust� �t3au�l�� arod E;unt•i3ui:il / �lal�� ;1pph ac�thalt r'unGng centc��i 1" t'> mm) frntn cdgc �d':hinglc r°; � / ' tl'r{srn 1'->) aapli:dt rc�otin� cc•mcn� n�cetin;� ;1,�T51 F}•ai56 7�pr II '�r r Ft J! .s' : �'�i . '; � %�- � „M_ is su�gi•�iec1 +-;"' � � � / " a} L-t- f Lh,l;ni, �s� P,� �LS � �� /� �� '- � _,, � � ;': � ;. � �: � . - � �j� � %. F =,g r ,/; -,� .. ;::r n,�, � _ - . ;� f. a .:�_ �, �-,, r%; � ,�r, - �.. �-` � �-�-- ;- ,,�, <.. � �; � r � . �_. ��, Ft(i1rE� !'- � l,c�,/irP urr!l.� /,r fv ciT ftr� t,'nU,'rl �ki�t��r �hurXlc - - � � � :� t �~r �: ;,r-,; . f � U'%'. �.;,�rir��el/�>ttsr.�E�rrirFl� orr,ri�l<�irrri�ilSl�tE� t ♦ � �� '� -i-�- - -- -- - -•,.-�� y __r-__. ,�__�- -•--Rooling Cement -- - ._ fi{rnr 1'-i. iilm�r Ja_=t<t(I(rt� t,rurnl �k;��:r tLa:�?sfrs „�r,�t�•cp.:ln�x�.v. nSP �t+R'Pn ti.it/cQU;/lL*ret' ,/xrlS r��t�fSbdit n�F�fjir� ��c�vlr�ill. 6.3.2.1 Hip & Ridge: Shangle� Ridge ` i8" Remore la e -� - »°—� p Ex osure tromihe right �sdE i� i' $° and(asien � � � � SEC�JPJD Fas.en the�" ,� laft side RIGHT �emeve $>; � � 't�s rapc. FIiiST \ LEFT Fikrar I7-11• /rtslullatio�a of S'fir�ngle�' Xirl�e shix�Jes l7,�ure !"-if1� Sh.rr�trle° �'i�l�e, ou l�ips �ur�l ric�gRS. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate of AuthorizaHon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 ' ��"��m = . ; : 6.3.3 LandmarkT`" (formerly Lankmark 30), LandmarkT'" Plus (formerly Landmark 40), LandmarkT"^ Premium (formerly Landmark 50), LandmarkT"' TL (formerly LandmarkT"' TL Ultimate) and LandmarkT"' Solaris: LONJ AND 3TANUARD SIOPE htETRIC pIMENSIQliS r'r 1�ttr ' �. f.,..at3f1!, �iarop �-`+ �:3;5 n.ir)-�- �(st)a r, i)-Ei � I�" I 1."t tn �:} ��, .�..i;�: i.u,r � i' i;?', :ir,i --- , , , ► '* , !_ � tl�`LtS'r.l =- � _ � - --- /, )�.F� // �..� / n. _.— ''�"e.-- I'�s'� _ .___lf i , !' r i iarror�nnx Ti ENGLISN DIMENSIONS 13�,'e is `'`r' ;• (,3d3 nun) ► -• j 3:4{1 nt:�,i -•. •. {34,i f�� t) —� i; i�' ;7 �� • c�r=1 - i-.'fl5 ;#�in} -(.�t)a! t:°; •! f' �� n r,:j � i' i?� nr„�y -� � i , ,..� �, , � � �_, � �, —� - � rj% ,f,_ %a �. - _ - - - -- �<<- ��- �f ---�f ;/; ,:;' — . ,'� ----- =f`� . , //. fi/, r- .+r,�:ut� t f r r'.r fi�r rrr.i /rdl;ivr!,tr STEEP SL�PE I se sii n:ult �nd io�n �pqts ol ast�liait rnofin� rcmeut for e�ci�^ TuU l:�o�in:ued s{iiagte �cr brin�i. Asph;ilt rrwRng cra�ent sh�uRl mett .15'P1{ D453b `n7jc tl. lpph I" sFxrts ot asph,tlt rn�fing tcnrent unticr r.ic}� corncr .iad .ii .u, �_>, to I;' in trom cach c�lg�: NIETRft [?UNENSIANS �+�--- I�'r� �--_ 1�l .---• — 17 --'! (Jii, u ii � �3t�, ma: � (?�5 ��unk ' _.. t-�-i'i7i �:�1} +v ` 1",25r7ir,E)..-+ �-- I N£Ipgs'e Tep6 � - --------- �- -- Na��n��a.� _r _=.. _ 1 --.�__._ � F� s«�-� - -- r•--; �..-- -�_, • {'l.5 m•n1 - - �25 m�rq �_ Flouiing Cemeot � _ _ LANDMARK Ti 13�!i rtr 73"' 13�1a'= EWGIiSN �MENSIQNS �343 n?m} i f�30 mml (ad:t mm) I i } }»� ir ..— E2" — ..— i2° --{ • v {��,nintt ; � •} ! (3Q5 r� � � (3U�5 mm) {:f45 �r�:n) 1 � ; — � — --_ _ �� --- — - - -- -- , — - � -► ��I"izicri�) i°(25mn��-•.i .,- t25�mm� � �-__ - {25mm� Rod'ia� C�ent I �..�' � �.. (25 mm} --- -° -- � (25 rnn) IFfgrae IS �• L;cs a�x na!!s andfoar spufs q/' Roofinp Ceerem � �� Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CertiHcate ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 6 of 10 ! � ¢ -� -� .Yt � 3 iy� �_ 3 c =-_s __ = � -_ 6.3.3.1 Hip & Ridge: Shadow Ridge'"' . \ . Fdgure 13-16.• Sbadow Ridge acc�ssory sbingles detacb easily finm three paece units to make 72 indiviclua! cap pieces. 12" 9��a�� (305mm) {250mm) 6 „ 6 �� qi 4 (150mm} (150mm) (125mm) (125mm) t Notch for Notch for Centering Centering 12,� 13 R � � � /� (337mm) � � {305mm) Notches for Alignment to Notches for Alignment to 7 the Top Edge of the Previous T the Top5 dge of the Previous �196mm} Capfor5"(125mm)Exposure �180mm) Capfor5/8"(141mm}Exposure � English Dimension Metric Dimension � z• �I � (305mm ` � I Laying Notch � I � I I I �� I 5 �(�s�re � � � I Ir—�� I � � �t Ffgure 13-20; Use laying notcb�es to center sbsngles on btps and rldges, and to locate tbe correct e,xposu�e. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthorization #9503 FL5444 Revision 2: 07/27/2009 Page 7 of 10 =� � �� i : � _;�� 6.3.4 Presidential Shake'"' and Presidential Shake TL'"': ��Yt' AN� STAHDARD SL4PE: STEEP �L4f'E: l c.r l��c :ind �tand�u�d slo��es, uu fit� n:llls fc�r 2.kh tull Pr�Sidrn«:il l-r,r �t��-p,i�;�,�=s. ii>r nitt�� m.uls I7r r..rli (u!i t}r��.;ri� uti.d .,hu��i, .w�i :hi n�ie .is .hn�t�t bclo�c. <<(�(#!} 1' �itwi« t��r >p� �c�, �, �t :4,��h:tts ru�rlin; cc�EUt�rt i;sufrr � ; � li ,IititJr i.tl� Attifi' ;��I�iris ti n.ills in hei �I�e nailin� �uitlr lir�c s. .t7�]�t} � iiail� 1" PJaili�tg �� d� --� .�tx,�'c I,sL c•ul�aii:, mukiq;; i_� rfain labs �,1 J��nt�c r,�mr u:ul�- tsuidN �[n�c it016 mm} a 1:4' � ( l:t� ttrtt) • " • • • i4 1id ` � t-- I 1;� f3i� �ren} (362 mml — � — — — — — —•— — — — � _ t -� _� � NOTE Appiy nads on painted guidehne I di.ur�rlcr es��helf �i�niun} �,eun:nl £l,�urrlfi-c; {�.�itv�hyg/'rr�.+idf:npalrvtdYrr:;ldr��trnlTL,�t=,ak�� st�d�t;lesnt;lou �1»dstrutrlr�r<!slu�s. h,Mn��l�:•' f;�.�te�rtir�lrtai�k7tta:u�tittll7t��rrkr;duri !'; �'lx��r .�illl}(�ftillil S�f'f�1.y 6.3.4.1 Hip & Ridge: Presidential Accessory PRESIdENTIAL ACCESSORY Presidential accessory shingles can be used lor covering hips and ridges. Apply shingles np to the ridge (e�pose no more than 7" f�om the bottom edge of the °tooth." Fasten each accessory with two fas- teners. The fasteners must be 1 long or longer, so they penetrate either 3 �4" into the deck or completely through the decl�. Presidenti�l accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, oR produces 9�/s" �c 13 �/4" accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcate ofAuthorizatlon #9503 FL5444—R2 Revision 2: 07/27/2009 Page 8 of 10 � � -- ,._ . . _ m �� ;� �T =-� - � 6 3.5 HatterasT'": tpi�� SiANpAR� t�MD STEEP SLOPE: �" q• - ►4. �r - y __ _.._S `� I C:`:3(l� :a!:r.�•it� (i3iitnr,�j� (J:s!�c�u��i (�#2!��.;^r�� ,. �('r��;rr�n} — ,.. _..`� -- - ---- f n iSt (?,:!) :1 r'.1 j S_ f'i;un 1)- 3 F,-.t<��rtrr� !! �f�n1�k'� �=r> ?,,:� �;rr:l.»rrrrdttrs! tlo��> Fur lnu .3nd ,�and,��cl �h�pr<, t;sr ficc n:iil. fur rarh [uil i I,,�Ier �s .:hin^!c .f< >IHx: a+ .ilr.�ce {+ 4 —► ' - '�" -+ -4' � t'7:�iimJ ~ i-.v ani t��iC.Sil:t:rt�}� f2,iq�,SGl� . � � f !�(U5i`i:'4I -.i.. ...�1�� -- -- ---- t 3 � � i� " ` ":. ;,, j � - �-- � Raoll�g Cament � - -- AYnr�ml? r:"n F<ar nti�ep �tn�x•. ur�� (hc n;ril�.�nd �>iglj! apnls nt atphait ianling ccmeu� (or rach ?trll Il:�itcr.�s �l�in�,lc .is sLou,t at>ccr.:i�rl� i' (.djmm? dix�ueuri s�xH, nI rrsE�Qng ccuteitt (:k4TJ1 U 47�t�'n'�x I I wr�,estcili und£r �:i�4t 4�6 rnrner. I'rr�ss �I�ingle into pl;tce; ��o nufi es�sc cerucn�. (;.tltTlpN: !'oo nturh roo5n: ccmrnt c an i:iuse :hir;le: tc; hlu!�-r 6,3.5.1 Hip & Ridge, Option 1: Hatteras Accessory Fasten bofh sides �'"J� � r �.--� ' � � � — — i— — — — .. .. ... ... � �-�' — — —_r— �" \ 1 2 3 \ �.9�� / � Figure 15-14.• 18 tbrea pie�e units separate to mnke 54 Hatteras Accessory sbtngies. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiflcate ofAuthoHzaHon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 9 of 10 , 3,�: ��` = � , . � 6.3.5.2 Hip & Ridge, Option 2• Cut Hatteras Shingles � g ., (230 mm) I I I I i I I --- ---L---�--- 18� ------ -- 460mm) Cap Cap Gap Cap 5hingle Shingle Shingle Shingle Figure IS-20: Cut Hatterns shingles to make coner ca�i. �asien $'�„r--18" (460 �1m)"``I goti`n (203 mm) — — "" � � S`ae 2� �m :: ��.� �. � � 931$ ml\ �Z40 � Ft�ure IS-21: Instc�llation of caps along hips and rid,�s. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein 7.2 Wrappers of shingle bundles that have been qualified using FBC 1507.2.10 shall be labeled with the tested wind classification. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produee products covered by Florida Rule 9B-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthorJzaUon #9303 FL5444 Revision 2: 07/27/2009 Page 10 of 10 r�orida Building Code Online Page 1 of 3 § �: }�' M: t.�'. .. ,. ' �:e�.i`. m . �, �:. .. ' � „ �.�• ,i, o :N. : � �'��.,. , .. � �; �5.�..w. p�.� R : �� ; .�� j=�' �� , Po .�'�,� �� :� �� . �� !f- ' � � ; ,� � .:.� ° }�` � _ , ,: ;� �:,; �.. „ , :�, ; a 5� ... ... f „� -° {' . . . <> ., €r . 'a"°". � ��;. � � " �� . � _. �� .�,. . ,��.; °.� � ., . ... �,..-,-�»»�-;�- . . _ _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search Product Approval � �. � USER: Pubiic User � r : * ' ¢° , ' ,� Product Approval Menu > Product or Application Search > Application List > Application DeWil ��:�C}. � , FL # FL11100 , � Application Type New � �^ Code Version 2007 Application Status Approved � Comments �:_�," � Archived :,: , Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 (813)248-3456 flvalidation@yahoo.com Authorized Signature Scott Brown flvalidation @yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofi ng Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11100_RO_COI_Letter of Certification.pdf Referenced Standard and Year (of Standard) Standard Year Florida Building Code 2007 'nttp://www.floridabuildin�.or�/vr/nr ann dtl .aSnX?naYam=�vC'TF,VX(�wtnntta(�'TcTn�C'Tv�iin(�r1V19kVY5kv d/�9/�(1(19 Florida Building Code Online Page 2 of 3 TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/17/2008 Date Validated 07/20/2008 Date Pending FBC Approval 07/24/2008 Date Approved 09/15/2008 ---------_ ____--------------------------- _-- - ------ —_____ �Summary of Products ; FL # Model, Number or Name Description ` 11100.1 1- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide Baffle for Shingles" Off Ridge Vent Attached to Wood Deck � Limits of Use Installation Instructions s Approved for use in HVHZ: No FL11100_RO_II_Standard Off Ridge Vent Details FL � Approved for use outside HVHZ: Yes 5219.1.pdf i Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 ' Design Pressure: +N/A/-N/A Created by Independent Third Party: Yes ; Other: This product shall not be installed on roof slopes Evaluation Reports ? less than 4:12. This product shall not be installed on roof FL11100 RO AE 11100.1 Eval.pdf ; mean heights greater than 33 feet. Refer to applicable Created by Independent Third Party: Yes ! building code for required ventilation. This product is not ! approved for use in the High Velocity Hurricane Zone. ! Refer to Evaluation Report. � 11100.2 2- "Flat Top Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide Baffle for Tile" Off Ridge Vent Attached to Wood Deck � Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL11100_RO_II_Flat Top off Ridge Details.pdf � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design'Pressure: N/A Evaluation Reports Other: This product shall not be installed on roof slopes FL11100_RO AE_11100.2 Eval.pdf less than 4:12. This product shali not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable � building code for required ventilation. This product is not , approved for use in the High Velocity Hurricane Zone. ; � Refer to Evaluation Report. ; � 11100.3 3- "Round Top Off Ridge Vent Minimum 26 Gauge Steel, Nominal 4', 6', 8', or SO' Wide ' � with Baffle for Tile" Off Ridge Vent Attached to Wood Deck ; � Limits of Use Installation Instructions � 3 Approved for use in HVHZ: No FL11100 RO II Round Top off Ridge Details.pdf � � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 ; Impact Resistant: N/A Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports � Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.3 Eval.pdf ; { less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable ' � building code for required ventilation. This product is not ; - approved for use in the High Velocity Hurricane Zone. I Refer to Evaluation Report. i 11100.4 4- "Standerd Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide � Permanent Baffle for Shingles" Off Ridge Vent Attached to Wood Deck � httt�://www .floridab uildin�. or�/nr/nr ann dtl_asnx?naram=wC'TFVXfIwrTlr,tta[` ni�oi�nn� _. _. . �..m._. ...,....,,.�....e---.aa...___ ..... ._,_.....,��a Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions ! Approved for use in HVHZ: No FL11100 RO II Standard Off Ridae Vent_Detaiis,�df i Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 � Impact Resistant: N/A Created by Independent Third Party• Yes � Design Pressure: N/A Evaluation Reports ' ; Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.4. Eval.�df less than 4:12. This product shall not be installed on roof Created by Independent Third Party� Yes s mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. � Ref to Evaluation Report. Back Next DCA Administration Department of Community Aftairs FlorJda Bui/ding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Flonda 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval AcCepts: � aCheck Vyr751�p � � Sttrrrd ve��rr. '� ittp://www.floridabuildin�.orJnr/nr ann dtl.a.snx?naram=wC`TRVXnwtT�r,ttaC' ni7oi�nnn Thompson Archl tect u�al Metals Company Product Evaluation Report for Standard Ofi Ridge Vent with Baffle for Shingles Florida Product Approval # 11100.1 Category: Roofing Subcategory: Roofing Accessories that are an Integrai Part of the Roofing System Compliance Method: 9B-72.070(1)(d) NON HVHZ Enqineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Rambtewood Drive Humble, TX 77338 Validator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 , ,��s��i�ri�� r �� ; N C E ' �• h'p ��i �`,, ��1. � C � � ' E �'t` �i . �V. . c w �� , � �• No. M4,� r , y / _ ,:� ' � �,-, � . �.�_., j ��-'*� _,�''/� . - ;.�t.��- = �'e.,.,� � � ' : '�► ' STATE iDF : � + � r P'. t� •. '�� a .� . AL p R I�� `+*`'.'� �i F�; � . 'S� �� ,,,, �� M � � i ti�� 1 of 3 July 16, 2008 Product Manufacturer: - Thompson Architectural Metals Company 5015 E Hillsborough Ave. Tampa, FL 33610 813-248-3456 Product Description: Standard off Ridge Vent with Baffle for Shingles. Vent Dimensions. 4'/4" Tall x 24° Wde x 4', 6', 8' or 10' Long Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1523.6.5.2.13. Documentation Supporting the Compliance Statement: The product has been tested by PRI Asphalt Technologies Project # LVTI-006-02-01 in accordance with: • TAS 100(A)-95 Test Procedure for Wind and �nd Driven Rain Resistance and/or Increased Wind Speed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Limitations and Conditions of use for NON HVHZ: Material Standards: 26 Ga. with a minimum yield strength 50 ksi. Material shall comply with FBC, Section 1507.4 3 Minimum Roof Slope: Minimum Roof Slope 4:12 Roof Mean Height: Maximum roof inean height this product shall be installed is 33 feet. Substrate Description: Minimum 15/32" plywood. Must be designed in accordance w/ FBC Chapter 23. Vent to Wood Deck Fasteners: 11 Ga min 1-1/4" Corrosion Resistant, Annular Ring Shank Roofing Nails @ 6" O.C. Max Vent Installation: ,,��tiu ��r��i ��, �: �• E ' �• �'p ��i i �� t�,�' 1. � C � N s �' �'�` ��i = � . ' � tv �"`f r ! ' � Wo. 449,� f ' � � %� : '�' �'� .� (•„ � �.� ,,�.�. � �--�{i.�*� �., _ � ``•..,, �� .��-- . `�,; • a' STAT! oR : a : � �: a..� '�a� �'� 0 R I 1 � A � i� ,, ��j �� ' . �V�?� ,'I O 111I1► �� 2 of3 July 16, 2008 Loosen shingle tabs adjacent to vent opening and remove any nails that might intertere with installation. Apply Tamko Roofing Products ASTM D 4586, Type I, Heavy Bodied Flashing Cement, or equal to the underside of the vent flange. Install vent flange beneath loosened shingles and align with deck opening. Attach flange to deck with nails through-fastened 1-1/2" from each end and 6" O.C. thereafter, and 1" from the outer flange edge. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. After adhering loosened shingles, install 26 gauge spoiler on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Fasten the baffle to the vent with (2) #10 self- drilling screws (Corrosion Resistant) in factory formed holes on both sides of vent. Install the vent system according to the manufacturer's installation instruction. Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 �,��s�� ` �, N.� E• �. �p ��i ,��'� 1 C � N .T �' �.t► �ri � .G.. 't� fy �,--�,, , � � . ND. 41'➢�r r j � � — � � •' *(. _._ ,. '" j�, ` � �� ' , � 1 1 ��.�,� _ �}, � , � A . STAT! CF : a : �v • �'.�'�` �L d RI V A �c.�: s,warr,rs � � • • i` � i ,r • 'ti ♦ :�r' ��i� �� 3 of3 July 16, 2008 � ``��' � Thom son Architectural (813) 248-3456 � ;:.� p (800) 248-3456 , � Metals Fax (813) 247-4616 � www gometalroofing. cofn OFF RIDGE ROOF VENT INSTALLATION � � STANDARD OFF RIDGE VENT PREPARATION 6d --- T � Minimum 4112 pitch required. ��---- �r ��.as�� Cut out the off ridge opening in the roof sheathing as shown in Figure A. Size the opening in accordance with the correct cutting data models and locate the opening 6" minimum off the peak of By -'��! T TILE OFF RIDGE VENT the roof as shown in Figure B. For single vent j�' applications, install vent as close Eo the center of �-� �-----�S�S•----,�zs•� the roof length as possib(e. (nstall multiple vents in evenly spaced areas of the entire roof length. srANnARn oFF R��E vENT Do not cut into trusses or rafters when cuttin `�`: �._ ._' � `- ° �@a� � � ��'��:�=° ' 9 :;��E, .�;��`w?r : - - .,. t �� Qut.Ctuc hole i n the roof. _ ____ _ _ ; -.c .�y-._. `�s '�iH� : A � � �``� : s�z� _ - _„� _ 4' 46.25 138 5.5" 46" x 3" 6' 70.25 210 5.5" 70" x 3" FITTING 8' 94.25 282 5.5" 94" x 3" Remove intertering shingle naiis around the �o� �is.z5 3sa 5.s° iis^ X s° perimeter of the opening. Slide top anc4 side fianges of the vent up and under shingles. Allow the bottom TILE OFF RIDGE VENT vent flanges to lay on top of shingles. -�� '_`- �� ` ` `"� _ ��'�` � '= ` , ;�`.;�= ;� .��`_ ,'� . �.:.`c r�iui_��; _ :: ,- . . =�•- - _��...�� - �: ��- ;1�� - �, c`� _ ;$;� 4' 46.25 138 8.5" 46" x 3" MOUNTING s� �o.zs zio s.s° �o° X 3° Care should be taken in keeping the vent properly $' sa.2s 2sz a.5° sa° x a° aligned. Nail in place using 1-1/4" coating roofing io' �is.2s 354 s.s� �is° x 3° nails spaced approximately 6" - 12" on center and 1-1/2" from each end. Roofing cement should be c„�.o�,� applied to att shingle edges and nail heads to J s'Mmimum prevent water leakage. In severe weather coastal �_ P � Roof construction zones, caulking around entire � owr�e or venc perimeter, under vent flanges and near outer edges ��8 / .�,��"'�� / ��.�E..,..,.., �2��,� Fic.s ��Q` '. � /� .�. • � . • �v Fi�. c .*. T�� 5 . Ls P,orida Building Code Table 1507.5.3/1508.4.3 g ot Roor . • 'fP ope • � � � • OMPSON �E METALS • 5015 E. Hlllsborough Avenue • Tampa, FL 33610 •(813) 248-3456 • Fax (813) 247-4616 �� . ♦ �i ••..��•' � �m.�+�'� LE� ��• c�o,a ''►� N�i�+�`�� .JUt 1 � ?OOR Installation Method Thompson Architectural Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck venc - mroac �— �- Vent Base Baffl Norninel4', 6', �', or 10' Length s � NOTE_ inst�lation of baffle required to meet TAS-10Q(A}95 test condi4ons. Roofer shall oomplete instatlation of vent after shirx,�es �e Iayed cio�nm to edge of the vent base. The bafile rests y�on the bop swface of shingies arxi is fit�ed aro�d the vent thraat to allow for � approximatdy 2-1/2" dear opening. Instailation is oorrq�lete �pcxi the ba�le be�ng attached with "[WO #10 x min. penetration 3/4" seif-drilling scxews through each flenge into tire sides of the verrt housitx,�. TWO #1t3 x min. 3J4" self-drilling 6" screw�s on ead� side of the z.� f�� s p"'�� Clear Opening T �102" tZ" `,��e�4�a�r��i . NGE E. . �� ..... �'�i .• •. Q �, : l� E N S�'. �T : .�.. .�: Nominal 4' 6', 8', or 10` Length � : id o. 4 4 9 2 3 : : . � * . . � 24" � 5T „ . [ci • �v ' %„ ��'.��OR�O.'�: �� • . . . . • Cj�,�� Standard Off Ridge Vent with Baffle �.��.'SS;�N�At��;:•�' �� r JUt � � ��UO Installation Method (Continued) Thompson Architectural- Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Standard Off Rid e Vent with Baffle Size Length Height 4' 46.25 8.5" 6' 70.25 8.5" 8' 94.25 8.5" 10' 118.25 8.5" Ridge , Typical 6" O.C. MAX , 15" 6" 6�� 6" 6�� 6�� 6" 6" 6° 1.5" , T '�_ � �p O Q Sfandard Off Ridge Vent witt� Baffle O � O p O O O O O O O � �ggtl!lt�J *�,�`» V � �, ��'I .,+ ¢. ,. •' •••. ��`.,, Nails: 11 Ga, min. 1-1l4" Corrosion Resistant, ; �� 15��, �� Annular Ring Shank Roofing Nails „l� ; �•. Spacing: 6" O.C. MAX and 9" From Outer Edge Flange � r= N a. 4 4 ' Locate 1 1/2" From Each End . � d • - �Ar � • � - : � � � ; � : �ts of q� ,� ,� . p �✓� �.a� Deck Minimum 15/32" Wood •. . '�° s • • • • • • �' •� Plan View ''•; s �ONALE c :e`� �JU1��'�'�'006 Pla n Review: Fort King Colony 1) All work shall be in accordance with 2007 Florida Building Codes, 2008 National Electric Code, Zephyrhills Land Development Code, and City of Zephyrhills Ordinances. 2) Will need contracts on all of the buildings and the clubhouse before permits are released. 3) Tree removal permits required before site work can begin. 4) Construction exits shall be designed to the standards of 7E-29 of the Statewide Urban Design and Specification manual. 5) Silt fence will be required around entire site 5) Compaction test will be required. 7) Nothing is to be installed, built or erected in Right of Way without Right of Way use permit. S) All set-backs shall be met. 9) All A.D.A. requirements shall be met including common areas, parking, sidewalks, and dwelling units. 10) All fire walls, penetrations of fire walls, sprinklers, screw inspections and fire related inspections shall be done by the Fire Marshal. 11) Nothing is to be buried or covered without inspections first. 12� Staggered construction is recommended on this project. Please feel free to contact me with any questions you may have. Kalvin Switzer City of Zephyrhills Building Inspector/Plans Examineer 813-714-0157 kswitzer@ci.zephyrhills.fl.us FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit 61 Builder Name: �pf ldC�- VLI.+ ��1 `-�1� Street: Permit Office: ZEPHYRHILLS J City, State, Zip ZEPHYRHILLS , FL , Permit Number � l�� Owner• Jurisdiction: 611600 Design Location: FL, Lakeland 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft� b. N!A R= ft' 3. Number of units, if multiple family � c. N/A R= ftZ 4 Number of 8edrooms 2 d. N/A R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 935 a. Under Attic (Vented) R=30.0 935.00 ft' b. N/A R= ft' 7. Windows Descripiion Area c. N/A R= ft a. U-Factor• Sgl, U=0.30 75.00 ft SHGC SHGC=0.28 11. Ducts b U-Factor• N/A n= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft' SHGC. 12. Cooling systems c. U-Factor: NiA ft' a. Central Unit Cap� 24.0 kBtulhr SHGC: SEER: 14 d. U-Factor: N/A ft 13. Heating systems SHGC: a. Eiectric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft' HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gailons a. N/A R= ftz EF 0.93 b. NJA R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat �� PbJ,�I As-Built Modified Loads: 25.83 pASS Glass/Floor Area: 0.�$d' FpEL L/ ," ♦ `� �`��,...,,.�YS �i�Total Baseline Loads: 33.75 � � ��\ � i I hereby certiiy that�Tie pTa�s �$s t�ns��overea by Review of the plans and D�SH� 5r,�1,� this calculation are� c�mpliance wi e Florida E�r�r specifications covered by this ti, � _-, p� Code. ,� � � � calculation indicates compliance �,,, �'� _ �:�' a ,R+ � � :� STA E O �� , � ` with the Florida Energy Code. � n,,,,�k•� ' `:r,�;:��`� �p PREPARED BY: � '• F ' � Before construction is completed c� '°�° "'� �� f - �.. DATE: � �' ' �� this building will be inspected tor �, r�`r' o a �i�� / A � � `�� compliance with Section 553.908 * � I hereb certi that this buil ��g�i��s ' Florida Statutes. � y fy in compliance with the Florida Energy Code. - CpD ��¢v OWNER/AGENT: _ BUILDING OFFICIAL:� _ _. DATE: __ DATE: — ' � ��b� �� 8/12/2010 11.39 AM _ Page 1 of 5 PROJECT Title 2010-090 - Fort King Unit B1 Bedrooms 2 Adress Type. Street Address Building Type FLAsBuilt Conditioned Area. 935 Lot # Owner� Total Stories. 1 SubDivision: # of Units: 1 Worst Case Yes PlatBook: Builder Name: Rotate Angle 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation: No County• PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type. Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Lakeland FL_LAKELAND_LINDER 2 34 92 75 70 973 48 Medium ROOF / Roof Gable Roof Solar Deck �/ # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ftz 0 ft� Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft' N N CEtLING _ # Ceiling Type R-Value _ Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ft 0 11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 292.67 ft' 0.23 0 75 3 E Exterior Frame - Wood 13 68 ft 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 S Insulated None 0 460000 21.01049 8/12l2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. , / Overhang V #_ Ornt Frame Panes NFRC U -Factor SH GC Storms Area Depth S eparati on Int Shade Screen t S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ft= 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft= 6 fl 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8 VENTING ,/ ---- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 883 7.08 48.5 91.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Effi Capa city Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype E fficiency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft: DUCTS / ---- Supply ---- --- Retum --- Air Percent \� # Location R-Vaiue Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft' Interior 0 ft' Default Leakage Interior (Default) (Default} °/a 8/12l2010 11.39 AM EnergyGaugeQ USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans� Cooling [X Jan [X Feb (X Mar (X] Apr rX Ma [X Jun (X Jul (X Au [X] Sep rX] Oct [X] Nov rXXX�� Dec Heatin9 (X� Jan rX� Feb (X� Mar IX] APr rX� Ma� (X� Jun [X� Jul rX� Au9 [Xl SeP rX] Qct (X] Nov (X, Dec Ventin [ X Jan [X Feb [X Mar {XJ A r [X Ma [X Jun [X Jul [X Au [X] Se [X� Oct ( x� Nov (� Dec --- – -- – — - ---- - ------ – - Thermostat Schedule• HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD} AM 78 78 78 78 78 78 78 7S 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WDy AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 fi6 8l12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, {NFILTRATION REDUCTION COMPLIANCE CHECKL{ST COMPONENTS SECTIO j REQUIREMENTS FOR EACH PRACTICE I CHECK ---- -- - � -- Exterior Windows & Doors_ ' N1106.AB 1.1 i Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area._� Exterior & Adjacent Walls I N1106.A6 1.2.1 Caulk, gasket, weatherstrip or seal between: windowsldoors 8� frames, surrounding wall; foundation 8 wall sole or sill plate; joints I � between exterior wall panels at corners; utility penetrations; ; between wall panels & top/bottom plates; between walls and floor � � EXCEPTION: Frame walls where a continuous infiltration barrier is ' installed that extends from, and is sealed to, the foundation to the i _�_ top plate. Floors ' N1106.A8 1.2.2 j Penetrations/openings > 1/8" sealed unless backed by truss or ; joint members. I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings � N1106.AB 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; i around shafts, chases, so�ts, chimneys, cabinets sealed to I continuous air barrier; gaps in gyp board & top plate; attic access. ' EXCEPTION: Frame ceilings where a continuous infiltration barrier � is installed that is sealed at the perimeter, at penetrations and seams. Recessed Ligh6ng Fixtures ' N1106.AB 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from i ' insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses __ � N 1106.A6.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional fnfiltration reqts i N1106.A6 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air I OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ' SECTION ; REQUIREMENTS CHECK - Water Heaters ; N1112.AB.3 Comply with efficiency requirements in Table N112.ABC 3 Switch ' or clearly marked circuit breaker (electric) or cutoff (gas) must be I provided. External or built-in heat trap required Swimming Pools & Spas N1112.A6.2.3 i Spas 8 heated pools must have covers (except solar heated}. ' Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal e�ciency of 78%. _ Heat pump pool heaters shall have a minimum COP of 4 0 __j Shower heads � N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per � _____ _ ____�minute at 80 PSIG. Air Distribution Systems N1110.A6 I All ducts, fittings, mechanical equipment and plenum chambers i shall be mechanically attached, sealed, insulated and installed in - accordance with the critena of Section N1110.A6 i Ducts in unconditioned attics: R-6 min. insulatio HVAC Controls I N1107.A6.2 � Separate readily accessible manual or automatic thermostat for ' __ I each system. Insulation N1104.A6 1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both I N1102.6 1.1 sides. Common ceiling & floors R-11. 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-famdy a. Frame - Wood, Exterior R=13.0 603.33 ft b. N/A R= ftz 3. Number of units, if multiple family 1 ��q R- ft� 4 Number of Bedrooms 2 d. N/A R= ft2 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic (Vented) R=30 0 935.00 ft' b. N/A R= ft' 7. Windows'" Description Area c. N1A R= ft' a. U-Factor• Sgl, U=0.30 75.00 ftZ SHGC. SHGC=0.28 11. Ducts b. U-Factor: N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft' SHGC 12. Cooling systems c. U-Factor: N!A ftZ a. Centrai Unit Cap: 24.0 kBtu/hr SHGC• SEER: 14 d. U-Factor; N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor• N/A ft= SHGC: HSPF 8.2 14 Hot water systems 8. Floor Types Insulation Area a. Electric Ca 40 allons a. N/A R= ft' P " 9 EF: 0.93 b. N/A R= �' b. Conservation features c. N/A R= n� None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �µE ST Construction through the above energy saving features which will be installed (or exceeded) ti OF '�rF in this home before final inspection Otherwise, a new EPL Display Card will be completed y �',,,�'�% -?�� °`',,�, based on installed Code compliant features. '= `'� f w.1 � f/Jli.� .'.�iT'�iA� Y.� � �'i � Builder Signature: Date: �� ; - - -- -- �;E , �� Address ot New Home: City/FL Zip: * 1� .t " r -- - - C�D � � *Note: The home's estimated Energy PerFormance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "'Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section 62 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B1 Project Name: 2010-090 - Fort King Apts 08li6/2010 Pre ared b: SGM En ineerin 11 • 19AM Air System informatlon Air System Name ._... ._. .__. _ _ AHU-Bt Number of Zones — -- _...._ 1 Equipment Class _. _. ..... _._. SPLT AHU Floor Area ._. ... __ 907.0 ft� -- - ir System Type ._... ._.._. _ .. SZCAV Location Tampa, Florlda — -� -- - �- Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ... ... ... ....... _. Sum of apace airflow rates Calculation Months ._. ... ._.Jan to Gec - �- -... - - pace CFM ___.._. Mdividual peak apace loada Sizing Data ... .. ..... ...... ......_. _._ Calculated Central Cooling Coil Sizing Data Total coil load -- ---- --- ------ --- ----_-. ...._. 1.8 Tons Load occurs at .. ..-_- Jun 2300 ... -- - - -- - Total coil load .... ........ ...._. ... .---- ...- ----- 21.2 MBH OA DB / WB .._.... ._._ 79.5 / 73.4 °F �--. .. - ---.......... ensibie coil load _.-. --_ .--. .___ _- -._.. ._. 18.7 MBH Enterin DB / WB _.-. ----73.2! 62.4 °F 9 ---- - �- - Coil CFM at Jun 2300 _. .-_. --- _- _. 1020 CFM Leaving DB / WB ...... .-- --_.__. ..... .---- 58.3 / 56.2 °F - ._...- - Max block CFM ..--- --_-.-- _.-. _.. _.... 1020 CFM Coil ADP _- -__ 54.4 °F - - - -- - �----. ._..- - um of peak zone CFM _. _. ... 1020 CFM Bypass Factor _......_. __ p,�pp -- -. ._. Sensible heat ratio --. ----. _- -- .-- .___ _- ._ 0.890 Resulting RH .............. _-_. . . 55 % .. ._...__ ._. _. ._..- .- - - - '/Ton -�-- - ........ ... ......- -..._�- -._. 513.1 Design supply temp. .- - ---- -- -� -- - 55.0 °F - hr-it� .-. -- -- -- ---- _-- .---. __. ._. 23.4 Zone T-sfat Check ... ..._- --- - - ...1 of 1 OK ) . .. . �-� - Water flow � 10.0 °F rise ._.__ _. WA Max zone temperature deviation _._. ._ _._ 0.0 °F Central Heating Coil Sizing Data Max c:oii load -- ---- ------ --._. ...-- .......---- 11.4 MBH Load occurs at ._ ---- — Apr 0600 - -- ---�------ --�- il CFM at Apr 0600 .... .---.- ----. - ... ............- -----1020 CFM BTU/(hr-ft� ..._....--------.- . 12.8 ..... ..... ...__....... ... ._..--�- ---_.. - a ax coil CFM --- ---------.._. .--- --_. ...... ..._._. ..._.1020 CFM Ent. DB / Lv DB .-- 58.1 / 66.5 F Water 8ow � 20.0 °F drop .-- _--- ._-._.... .__. _._. WA 9 - - -� ---- - - Supply Fan Sizing Data Actual max CFM ... ._- --_-- _ --__ _ 1020 CFM Fan motor 8HP _._-- -__-. _. ... 0.12 BHP -- .--- Standa�d CFM --- --....- ...... ... ... . .._. ... 1019 CFM Fan motor kW .---�--.... ..... .---- ... ............. .- --- ---. 0.08 kW ... ctual max CFM/ft -- -- --- --_. 1.12 CF�Afft Fan static --_-. ----- -----------.- ---.- --. 0.40 in wg ---- Outdoor Ventilation Air Data Design airtbw CFM ..-- - --- ------ .-_ .-.---- ----. 0 CFM CFM/person ._... .----------- ---..- ----- .. ....... .... ..... 0.00 CFM! rson CFM/ft2 ---�-� - -. ...-- --- - -- -- .. ........ ..... � -- - -- 0.00 CFM/ftz Pg Hourly Analysis Program v.4.4 Page 1 of 1 • Air System Design load Summary for AHU-81 Project Name: 2010-090 - Fort King Apts OB/16/2010 Pre red b: SGM En ineerin 11:19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 2300 HEATING DATA AT DES HTG COOLING OA DB / WB 79.5 °F / 73.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOADS �aus �eTUmr� (BTUfir) �aus �eTUmr� �eivmr� Window & Skyli ht Solar Loads gp hz 1p3p y� hz Wali Transmission qg3 hz g� 1 ,{� n, �pg� Roof Transmission gp7 h 3g7 _ 90� ft 906 Window Transmission gp n2 ggg � n2 � Skyli Transmission 0 ftz 0 0 ft 0 Door Loads 21 ft 58 21 ft 214 Floor Transmission 0 ft 0 0 itz 0 Pa�titions 0 ftz 0 0 ft 0 Ceiling 0 itz 0 0 ft 0 Overt►ead Li htin 1469 W 5013 - 0 0 Task Li htin 0 W 0 0 0 Electric Equi merrt 0 W 0 0 0 P�P�e 3 735 615 0 0 0 Infiltration 487 1935 2218 0 Miscellaneous 0 0 0 0 Safe Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads 9218 2550 7767 Q Zone Conditionin9 9394 2550 - 7340 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0°/a 0 0 0 Plernxn Li htin Load 0% 0 0 0 Retum Fan Load 1020 CFM 0 1020 CFM 0 Ventilatbn Load 0 CFM o 0 0 CFM 0 0 S I Fan Load 1020 CFM 302 1020 CFM -302 Space Fan Coil Fans _ p _ 0 Duct Heat Gain / Loss O�o 0 pa/, 0 » Total S sm Loads 9696 2550 7038 0 Central Coolin Coil 18660 2552 - 0 0 Centrai Heating Coil _$y� �� » Total Condltloning 9696 2552 7038 0 KeY Poaltivs valua� are clg loads Posltive valuss are htg loads Negative values are ht loads N tive values are cl loads Hourly Analysis Program v 4.4 Page 1 of 1 ♦ FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090- Fort King - Unit 63 Builder Name. ��5� �� CO �� Street: Permit Office ZEPHYRHILLS City, State, Zip � ZEPHYRHILLS FL , Permit Number � � Z(l5 Owner• Jurisdiction. 611600 Design Location. FL, Tampa 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603 33 ft= b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4 Number of Bedrooms 2 d. N/A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft2) - 985 a. Under Attic (Vented) R=30 0 985 00 ft b. N!A - R= ft' 7 Windows Description : Area c. N/A R= ft� a. U-Factor• Sgl, U=0 30 90.00 ftZ SHGC SHGC=0.28 11 Ducts b U-Factor: N/A ft= a. Sup: Attic Ret: Interior AH� Interior Sup R= 6, 235 ftz SHGC 12. Cooling systems c. U-Factor: N/A ft' a. Central Unit Cap 24 0 kBtu/hr SHGC - SEER: 14 d. U-Factor• N!A ft 13. Heating systems SHGC. a. Electric Heat Pump Cap 24 0 kBtu/hr e. U-Factor N/A ftZ HSPF 8.2 SNGC. 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap 40 gallons a. N/A R= hZ EF 0.93 b. N/A R= n2 b. Conservation features c. N1A R= h� None 15. Credits CF, Pstat ,�� 4liU�j,s-Built Modified toads: 27.25 Glass/Floor Area. 0.091 `�� C . PASS � . �� - �� '�6�1 Baseline Loads: 34.91 � O , �,�GENSF•;9� •� . I hereby certiiy that the p@ns�n c�fi�� v�€d b� -Review of the lans and 0�'THE $TAl, this calculation are in coa3pli n��Qhe`Ffor��En�gy Y � specifications povered by this �, '•• �� Fp Code — � * � * = calculation indicates compliance ��s f ' ' ' �+ = �v : S ATE.�F . � = �.�:.�`�.:, - � ,, . . � ., with the Florida Energy Code -- `�p �' : / ; � _ �r� �°. _ •�,. �� PREPARED BY: � Before construction is completed c��= _,,. �� _�� _. � . , ---..,.... ,..�, DATE: _ ..,, .• � this building will be inspecled for v� � �„ � s p, � �� compliance with Section 553 908 , ,, I hereby certify that thi uilding �� / �Ned L ip►�mpliance Fforida Statutes. '�� ° with the Florida Energy Code. � � �� - G'Olj ��V� OWNER/AGENT: — _ BUILD(NG O I _ __ __ _________ DATE: —_ __ ___ DATE. � 8112/2010 1:55 PM EnergyGauge� USA - FlaRes2008 Page 1 of 5 PROJECT Title. 2010-090 - Fort Kfng - Unft 63 Bedrooms: 2 Adress Type StrFet Address Building Type. FLAsBwlt Condit4or�ed Area. 985 Lot # Owner Totai Stones: 1 SubDivision. # of Units. 1 Worst Case Yes PlatBook: Builder Name. Rotate Angte. 315 Street. Permit O�ce ZEPHYRHILLS Cross Ventilation. No County PASCO Jurisdiction. 611600 Whole House Fan. . No City, State, Zip ZEPHYRHI�LS , Family Type Multi-family FL , New/Existi�g: New (From Ptans) Comment: CLIMATE � / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF - - / Roof Gable Roof Sotar Deck �� # Type Materials Area Area CoIQr Absor Tested Insul Pitch 1 Hip Composition shingles 1097 ft� 0 ft� Medium 0.96 No 0 22.6 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 R= N N CEILING _ # Ceil Type R_ Value _ _A Framing Frac Trus Type 1 Under Attic (Vented) 30 985 ft� 0 11 Wood � WALLS / — — Cavity Sheathing Framing Solar �� # Omt Adjacent To Wall Type R-Value Area R -Value Fra ction Ab 1 W Exter�or Frame - Wood - 13 242.67 ft 0.23 0 75 2 S Exterior Frame - Wood 13 292.87 ftz 0.23 0 75 3 E Exterior Frame - Wood - 13 68 ft 0.23 0 75 DOORS # Omt Door Type Storms U- Value Area 1 S Insulated None 0 460000 21 01049 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Qrientation shown is the entered orientation -> chan ed to Worst Case / Overhang �� # Omt _ Frame Panes NFRC U-Factor SHGC Storms Area Depth S _ Irt Shade Sc i S=>SE TIM Low-E Single Yes 0 3 028 N 75 ftZ 1 ft 0 in 1 k 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes � 3 0.28 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None INFlLTRATION & VENT{NG - / --- Forced Ventilation ---- Run Time Fan �� Method SLA CFM 50 ACH 50 ELA EqLA Suppty CFM Exhaust CFM FracUon Watts ---- --- ---- -------- ---- — -- — --- - DefauEt 0 00036 930 7.08 51 1 96 0 0 cfm 0 cfm 0 0 COOLING SYSTEM __ # System Type Subtype Effici Capacity Air Flow SHR Du cts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 - HEATING SYSTEM _ _ # System Type _ Sub rype E Capaci Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM _ _ # System Type EF C ap Use SetPnt Con 1 Electric 0 93 _ 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None -- - -- - - - ---- ft1 — ---- -- DUCTS - / ---- Supply ---- ---- Return --- Air Percent V # �ocation R-Value Area Location Area Leakage Type Handier CFM 25 Leakage QN RLF 1 Attic 6 235 R Interior 0 ft Default Leakage Interior (Default) (Default) % 8/12/2010 1:55 PM EnergyGaugeO USA - FtaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y CeiGng Fans Coohng [X] Jan [X) Feb [X] Mar [X] Apr [� May (X] Jun [X] Jul (X] Aug [X] Sep [X] Oct [X] Nov (X) Dec Heating [Xj Jan [X� Feb [X] Mar [X) Apr [ May �XJ Jun (XJ Jul [XJ Aug [X] Sep [X] Oct [X] Nov [X] Dec Venhng [Xj Jan [Xj Feb fX] Mar [X] Apr [X May [X] �un (X] Jul [X] Aug [X] 5ep [X] Oct [Xj Nov [X] Dec 7hermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 d S 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 - 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PIv1 68 68 68 68 68 68 68 68 68 68 66 66 8l12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Buifding Performance Method A- Details ADDRESS _ PERMiT #: ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKL{ST - CO _ _: SECTION R EQUIREM ENTS FO EAC P RACTIC E CHECK ---- --- - — — — Exterior Windows & Doors N1106.AB 1 1 � Maximum: 3 cfmisq ft. window area, 5 cfmisq ft. door area. __I - -- - ---- -- — --- — - - - - --- - - Exterior & Adjacent Walis � N1106.A6 1.2.1 Caulk, gasket, weathersirip or seal between. windows/doors & ' � frames, surrounding wall; foundation & waif sole or siA plate; joinis between exterior wall panels at corners; utility penetrations; between wall panels & toplbottom plates, between walls and floor I EXCEPTION Frame walls where a continuous infiltration barrier is -- '— I� installed that extends from, and is sealed to, the foundation to the � I to late. - Floors N1106.A6 1.2.2 Penetrations/openings > 1!8" sealed unless backed by truss or � I joint members. , EXCEPTION. Frame floors where a continuous infiltration barrier � ___ _____ � ___ is installed that is seaied to the erimeter, enetrations and seams __ I_ Ceilings N1106.AB 1.2.3 Between walls & ceilings, penetrations of ceiling plane to top floor; r -, around shafts, chases, soffits, chimneys, cabinets sealed to � continuous air barrier; gaps in gyp board 8� top plate; attic access. i EXCEPTiON. Frame ceilings where a continuous infiltration barrier � is installed that-is sealed at the perimeter, at penetrations and � seams. Recessed Lighting Fixtures ' N1106.A6 1.2.4 � Type !C rated with no penetrations, sealed; or Type IC or non-IC ; rated, installed inside a sealed box with 1/2" clearance & 3" from - -- -- -- - - t-�-- �-----y -- - — -- p - -- j insulation; or T e IC w�th < 2.0 cfm from conditioned s ace, tested. _Multi-story Houses __ 'N1106.A6 1.2.5 Air barrier on perimeter of floor caviry between floors —{— — _ Additional Infiltration reqts � N1106.AB.1 3 Exhaust fans vented to outdoors, dampers; combustion space i heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by al! residences.) COMPONENTS I SECTION REQUIREMENTS _ � CHECK {---- - - Water Heaters N1112.A6 3 Comply with efficiency requirements in Table N112.ABC 3 Switch � � or clearly marked circuit breaker (electric} or cutoff (gas) must be j ___ ___ ____ � _ i_ provid External or built-in heat trap required Swimming Pools & Spas � N1112.A6.2.3 Spas 8� heated pools must have covers (except solar heated) � I -- Non-commercial pools must have a pump timer Gas spa 8� pool � heaters must have a minimum thermal efficiency of 78%. Heat um ool heaters shall have a minimum COP of 4 0 Shower heads � N1112.AB.2.4 Water flow musf be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems � N1110.AB All ducts, fittings, mechanicaf equipment and plenum chambers shall be mechanical�y attached, sealed, insulated and instalted in ! accordance with the criteria of Section N1110.AB � _ Ducts in unconditioned attics. R-6 min. insulation HVAC Controls i N1107.AB.2 Separate readily accessible manual or automatic thermostat for � _._ each system. lnsulation fJ1104.AB 1 � Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both � - N1102.B.1.1 sides. Common ceiling & floors R-11. I 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New constructron or existing New (From Pians} 9 Wali Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b. WA R= h� 3. Number of units, if multipie famity 1 � N�q R= ft� 4 Number of Bedrooms 2 d_ N/A R= ft� 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft�) 985 a. Under Attic (Vented) R`30 0 985.00 ft� b N/A R= - ft2 7 Windows" Descnption Area c. N/A R= ft � a. U-Factor Sgl, U=0.30 90.00 ft= SHGC SHGC=0.28 11 Ducts b U-Factor N!A {�= a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 235 ft _ SNGC: _ 12. Cooting systems - c. U-Factor• N/A ft' a. CenUal Unit Cap 24 0 kBtu/hr SHGC. SEER: 14 d. U-Factor N/A ft' 13. Heating systems SHGC a. Electric Heat Pump Cap 24A kBtu/hr e. U-Factor N/A ft= HSPF 8.2 S HGC. 14. Hot water systems 8. Floor Types Insulation Area a. Etectric Cap 40 gallons a. N/A R= ft EF 0.93 b. N/A R= fi� b Conservation features c. NIA R= n= None 15 Credits . CF, Pstat I certify that this hame has complied with the Florida Energy Efficiency Code for Building . �,�� $�,�� . Construction through the above energy saving features which will be instalfed (or exceeded) ,,� O K ,. F in this home before final inspection Otherwise, a new EPL Display Card will be completed �,`" �, ``��i based on installed Code compliant features -,�-,,,,,� � _ �'�`� — - — ��`� V . �.- � : � . Builder Signature: Date - � �. � �� Address of New Home ''�"'�`` '��=� tr - City/FL Zip: t,i, ,. � - — - - C�b`��;�¢t� 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge com far information and a list of certified Raters For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 _ "Label required by Section 13-104.4 5 of the Florida Building Code, Buitding, or Section B2 1 1 of Appendix G' of the Florida Building Code, Residential, if not DEFAULT _ EnergyGaugeO USA - FlaRes2008 _ , � Air System Sizing Summary for AHU-63 Project Name• 2010-090 - Fort King Apts 08/16/2010 Pre ared b� SGM En ineerin 11 19AM Air System Information Air System Name AHU-B3 Number of zones � Equipment Class _ SPLT AFIU Floor Area _ 985.0 k Air System Type SZCAV Location 7'ampa, FloNda Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ___ Sum of space alrflow rates Calculation Months __ Jan to Dec Space CFM Individual peak space loada Sizing Data Calculated Central Cooling Coil Sizing Data Total coi! load ... ____. _. 1.8 Tons Load occurs at __. __ Jun 0600 Total coil load 22.2 MBH OA DB / WB _. 75.6 / 72.3 °F Sensible coil load 19.4 MBH Entering DB / WB _ 7Z,g / gy,1 °F Coii CFM at Jun 0600 _ 1057 CFM Leaving DB / WB _ 55.9 / 54.8 °F Max block CFM 1057 CFM Coil ADP _ 54.0 °F Sum oi peak zone CFM 1057 CFM Bypass Factor 0.100 Sensible heat ratio _ 0.876 Fiesulting RH _. 55 % : ft __. 533.4 Design supply temp. 55.0 °F BTU/(hr-ft _. _ 22.5 Zone T-stat Check _. _. .. 1 of 1 OK Water flow � 10.0 °F rise _._. WA Max Zone temperature deviation _. 0.0 °F Central Heating Coil Sizing Data Max coil toad -- . ---- ---- — -- - 11.8 MBH Load occurs at -- -- .----_. ._..-- ---- - Apr 0600 Coil CFM at Apr 0600 _ _---- td57 CFM BTU/(hr-ft _ 12.0 Max coil CFM ._ _ 1057 CFM Ent. DB / Lvg DB ._. __. ._. _. 58.4/66J °F Water flow � 20.0 °F drop ___. _ N/A Supply Fan Sizing Data Actual max CFM _. 1057 CFM Fan motor BHP _. ..._. ._ ._____._. _. _ __ 0.12 BHP Standard CFM _. ._._. ._ _ 1056 CFM Fan motor kW __. __. _. 0.09 kW Actual max CFMlft _. ._ _. 1.07 CFM/ft Fan static _. _. 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM _._. 0 CFM CFAA/person _ 0.00 CFNVperson CFM/ft -- -- 0.00 CFM/ft� Hourly Analysis Program v.4 4 Page 1 of 1 , � Air System Design Load Summary for AHU-B3 Pro�ect Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b� SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATiNG COOLING DATA AT Jun 0600 HEATING DATA AT DES HTG COOLING OA DB / WB 75.b °F / 72.3 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOADS _ Detalls (BTU/hr) (BTIJRtr) Detafls (B1U/hr) (BTU/hr) Window & Skylight Sotar Loads 90 ft 771 90 ftz Wall Transmission 463 ftz 298 - 463 ftT 1091 Roof Transmission 985 ft 1,63 985 ft' gg4 Window Transmission 90 ft� 540 - 90 ft 3338 Skylight Transmission 0 ft 0 0 ft 0 - Door Loads 21 ftz 35 - 21 ft 214 Floor Transmission 0 ftz 0 - 0 ft 0 Partitans 0 kz 0 0 ftz 0 - Ceiling 0 ft 0 0 ft 0 Overhead Lighting 1596 W 5444 0 0 - Task Lighting 0 W 0 - 0 0 Electric Equipment - 0 W 0 - 0 0 People 3 735 615 0 0 0 Infiltration - 252 2136 - 2409 1 Miscellaneous - - 0 0 0 0 Safety Factor - 0% / 0% 0 0 0% 0 0 » TotalZone Loads 823g 2751 g036 1 Zone Conditloni - 8878 2751 - 7868 1 Plenum WaN Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 0 0 - Plenum Lighting Load 0% 0 0 0 Retum Fan �oad 1057 CFM 0 - 1057 CFM 0 Ventiiation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1057 CFM 313 - 1057 CFM -313 Space Fan Coii Fans - 0 p Duct Heat Gain / Loss 0% 0 0% 0 » TotalSystem Loada � - 9191 2751 7554 1 Central Cooling Coil - 19408 2753 - 0 0 Centra! Heating Coil - -�p217 7,5q » Total Co�diNoning 9i91 2753 7554 0 Key: Posltive values are clg loads Poslttve valuea are htg loada � Negative values are htg loads Negative values are clg loads Hourly Analysis Program v.4 4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A '� � Project Name. 2010-030 - Fort King - Unit 84 Builder Nan�e:'��5� ��YI Q�0` � � Stre�t_ Permit O�ce ZEPHYRHILLS C�ty, State, Z�p ZEPHYRHILLS , FL � _Permit Number � � ZpS Owner Junsdiction 61160Q Design Location. FL, Tampa 1 New construction or existing New (From Plans) 9 Wall Types insulation Area 2. Single Eamily or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603 33 ft b N/A R= ft� 3 Number of units, if multiple family 1 c. N/A R= ftz 4 Number of Bedrooms Z d. N/A R= ft2 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ft gg5 - a. Unde� Atiic (Vented) R=30.0 985 00 ftz b. N/A R= ft 7 Windows Description Area c. N/A - R= ftz a. U-Factor Sgl, U=0.30 90.00 ftz SHGC. SHGC=0.28 11 Du�ts b U-Factor N/A n� a. Sup Attic Ret: Interior AH: Interior Sup R= 6, 235 ft SHGC _12. Cooling systems c. U-Factor - N/A ftz a. Central Unit Cap. 24 0 kBtu/hr SHGC - SEER. 14 d. U Factor� N/A ft 13 Heating systems SHGC. a. Electric Neat Pump Ca 24 0 kBtu/hr e U-Factor N/A ft� - SNGC HSPF 8.2 14 Hot water systems 8. Fioor Types Insulation Area a. Electric Cap 40 gallons a. N/A R= ft EF 0.93 b N;� R= n2 b Co,iservation features c. N!A R= ftz None• ��<<��I�� i5 Credits CF,Pstat �� Ss$uilt Modified Loads: 27:25 pASS Glass/FloorArea: 0.(�:t t ..••••••••., p - � � ; •' �GENS �•..9iT�c�al Basel�e Loads. 34 91 � 785 . ' . . .. No. : _ I hereby certify that the�pl�s pnd spe ' tions co�er� ti� Review of the plans and O :� Tli� S7 this calculation are in eQm�ljaqce � �r�'da �e�y� specifications covered by this �. � r ;� Fp Code � . ' 4/ ,.., ° _ :` , .,�' � � �. P, : � � calculation indicates corr�liance � -' - � . � � " � s •�,. ,. •e+ � � .� � . �.- : � •c� � ��.• � •► wifh the Florida Energy Gode. � +n,, �'�•.` -'�-�'r_.=;�F,.� � PREPARED BY: � F • ••• �� - �� `:' - �=,`. � ��_ 8efore construction is completed � �, �`'�,�, � DATE __ �i / � _ this building wiil be inspected for �� ,y, -g- -�_ �II / � � � � � ►1� compliance with Section 553.908 * � � . ° ` , I hereby certify that this building, as designed, is in compliance Florida Statutes. .�,�-` � with the Florida Energy Code. C�� ,�:�.�'� OWNER/AGENT __ __ BUfLDING OFFIC L _ _.__ DATE: ---- - -- DATE: — - � 8/ 16/2010 11.30 AM EnergyGauge� USA - FlaRes2008 Page 1 of 5 PROJECT TiUe 20t0-090 - FoR Krng - Unit 64 Bedrooms. � Adress Type Street Address Buiidmg Type FLAsBuilt Conddioned Area- 985 Lot # Owner Total Stories: 1 SubDivision: # of Units: t Worst Case Yes PlatBook: Builder ►Vame: Rotate Angie: ? 15 Street: PermiF Office ZEPHYRHILLS Cross Venti�ation: No County PASCO Junsdiction. 611600 _ Whole House Fan. No City, State, Zip ZEPHYRHlLLS , Fam�ly Type Multi-family FL , PJewiExisting: New (From Plans? Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �� Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL. Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645 5 54 Medium - - ROOF / Roof Gable Roof Solar Deck �� # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 1097 ft 0 ft� Medium 0 96 No 0 22.6 deg ATTIC �/ # Type V2r,hlation Vent P.atio {1 in) Area RBS IRCC ------ -- -- — - - - - -- ----- — _ 1 Full attic t'ented 300 1013 ft� N N CEILING # Ceiling Type __ R- Valu e _ Area _ Framing Frac Truss Ty 1 Under Attic (Vented) , 30 985 ftz 0 11 Wood � WALLS Cavity Sheathing Framing Solar � # Orn Adjacent T o Wall Type R Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ftZ 0.23 0 75 2 5 Exterior Frame - Wood 13 292.67 ftZ 023 0 75 3 E- Exterior Frame - Wood 13 68 ft� 023 0.75 DOORS # Omt Do Ty pe 5 torms U-Value Area 1 S lnsulated None 0 460000 21.01049 8116/2010 11.30 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Onentation shown is the entered orientation =� chan ed to Worst Case. / Overhang �� # Omt Frame Panes NF U-Factor SHGC Storms Area D epth Sepa ration Int S hade Screening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 75 ft' 1 ft 0 in t ft 0 in HERS 2006 None - 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft� 6 ft 0 in 1 ft Q in HERS 2006 None iNFILTRATION & VENTING / - ---- Forced Ventilation --- Run 7ime Fan v Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0 Od036 930 7 08 51 1 96.d 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Fl SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0 75 sys#1 _ - HEATING SYSTEM # System Type Subtyp Effic Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtulhr sys#1 HOT WATER SYSTEM # S ystem Type EF Cap Use SetPnt C onserv ation 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collecior Siorage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS / ---- Supply ---- ---- Return ---- Air Percent �� # Location R-Vaiue Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF r 1 Attic 6 235 ft Interior 0 ft' Default Leakage interior (Default} (Default} °% 8/1612010 1130 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat Y Ceiling Fa�s Coolin9 (Xl Jan rX� Feb (X� Mar rX� APr rX� Ma� (X� Jun (X� Ju! (X� Aug rXj Sep (Xl Oc, (X� Nov (X� Dec Heating [X] Jan (X Feb �X Mar [X Apr �X May fx �un [x �ui fx aug �Xj Sep x� occ �x No� [X Dec Ventin [X] Jan [ X Feb [X Mar �x A r [X Ma � X Jun �x ��i [X Aug (Xj Sep Ex� occ [x Nov [X Dec - -- — -- ----- — — - — - Thermostat Schedule HERS 2006 Reference Hours Schedule Type ? 2 3 � S g 7 g g � p � 1 �� ----- ------ ------ ---- --- -- --- - Coohng (WD) Ah9 78 ?8 78 78 78 78 78 78 30 SQ 80 80 PM 80 �0 73 ; 8 78 78 78 78 78 78 78 78 Coohng (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 7g PM ;,5 73 78 78 78 78 78 78 78 73 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/16/2010 11.30 AM EnergyGaugeO USA - FlaRes2008 Page 4 of S FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, iNFILTRATION REDUCTION-COMPLIANCE CHECKLIST - COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK - – ----_- -- - - -- - --- -- --- - -- - - — -------- � --- E xterior Windows &_Do N1 1 1___ Maxi mum: .3 cfm/sq ft. window area_.5 cfmis .cLft. door area � Exterior & Adjacent Walls i N 1106.AB 1.2.1 i Cau�k, gasket, weatherstrip or seal between. windows/doors & II _ frames, surrounding wall; foundation & wall sole or sill plate; joints � between exterior wall panels at corners; utiliry penetrations, I I becween wall panels & toplbottom plates; between walls and floor i ' EXCEPTION• Frame walls where a continuous infiltration barrier is ' � installed that extends from, and is sealed to, the toundation to the ___ I top plate _ __ _ - —�----- ---- -- Floors j N1106.AB L2.2 1 Penetrations/openings > 1L8" sea�ed unless backed by�truss or i joint members. ! EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations _and seams. Ceilings , N1106.A6 1.2.3 Between watls & ceilings, penetrations of �eiling plane to top floor; I i around shafts, chases, so�ts, chimneys� cabinets sealed to i continuous air barrier, gaps in gyp board & top plate; attic access. _ , EXCEPTION Frame ceilings where a continuous infiltration barrier j is installed that is sealed at the perimeter, at penetrations and � seams Recessed Ligh[ing Fixtures ' N1106.AB 1 2.4 � Type IC rated with no penetrations, sealed; or 7ype IC or non-!C ; ; rated, installed inside a sealed box with 1/2" clearance 8 3" from , insulation; or Type IC with < 2.0 cfm from conditioned space, I� � �_ tested. ---- -- Multi-story Houses i N1106.AB 1.2.5 + Air barrier on penmeter of floor cavity beriveen floors Additional Infiltration reqts N11 Q6.AB 1 3 � Exhaust fans vented to outdoors, dampers;_combustion space I � � heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by a�ll residences.) _ COMPONENTS SECTION , REQUI CHECK Water Heaters � N1112.AB.3 ' Comply with efficiency requirements in Table N112.ABC 3 Switch I or clearly marked circuit breaker (electric) or cutoff (gas� must be __ __ � provided. External or built-in heatstrap required. Swimming Pools & Spas , N1112.AB.2.3 Spas 8� heated pools must have covers (except solar heated) I Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78% I _ _ I Heat pump po heaters shall have a minimum COP of 4 0 Shower heads N1112.AB2.4 i Water flow must be restricted to no more than 2.5 ga{lons per - minute at 80 PSIG Air Distribution Systems I� N1110.A6 ; All ducts, fittings, mechanical equipment and plenum chambers � � � shall be mechanically attached, sealed, insulated and installed in I ! accordance with the critena of Section N1110.A6 ' _ _ _ ' Ducts in unconditioned_ attics R-6 min. insulation. _ �_ _ HVAC Controls I N� 107.A6.2 Separate readily accessible manual or automadc thermostat for ' __ __ � each s stem. - �_ Insulation N1104.A6 1 Ceilings-Min. R-19 Common walls-frame R=11 or CBS R-3 both - N1102.B.1 1 sides. Common ceiling & floors R-11. 8/16/2010 11.30 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'' = 78 The lower the EnergyPerformance tndex, khe more efficient the home. , ZEPHYRHILLS, FL, t New construction or existing New (From Pians) 9 Wali Types Insulation Area 2. 5ingle family or multiple famtly Multi-family a. Frame - Wood, Exterior R=13 0 603.33 ft b N/A R= ft� 3 Number of units, if multiple family 1 c. wA R= ftZ 4 Number of Bedrooms 2 d. NlA R= ftz 5 Is this a worst case? Yes 10 Ceiling Types Insuiation Area 6 Conditioned floor area (ftz) 985 a. Under Attic (Vented) R=30 0 985.00 ftz - b. N/A R= ft 7 Windows" Description Area c. N/A R= ftZ a. U-Factor Sgl, U=0.30 90 00 ft SHGC SHGC=0.28 11 Ducts b U.Factor N/A ft� a. Sup. Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft SHGC. 12. Cooling systems c. U-Factor N/A _ ft= a. Certral Unit Cap 24 0 kBtu/hr S HGC SEER: 14 d. U-Factor N/A ft 73 Heating systems SHGC a. Electnc Heat Pump Cap 24 0 kBtu/hr e U-Factor N/A ftZ SHGC. HSPF 8.2 14 Hot water systems 8 Floor Types Insulation Area a Electric Cap. 40 gallons a. NiA R= ftz b. N/A R= ftz EF 0 93 tr Conservation features c. NiA R= ft' None 15 Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building THE 5r Construction through the aboye energy saving features which wiU be installed (or exceeded) �4� , x _ _'�?'�r� in this home before final inspection. Otherwise, a new EPL Display Card will be completed �k3'.,; '%,: _=;= ;,..�`�, based on installed Code compliant features. F., ,,,,,,� ~._;, :;;;.,,;°,� , �� Builder Signature: _ Date � �� ~ v - - - * `'_ �' �`�� _ Address of New Home: CitylFL Zip: �,�; - - _ _ Go � �� 'Note: The home's estimated Energy Performance lndex is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Communi�y Affairs at (850) 487-1824. - "'Label required by Section 13-104 4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G - of the Florida Building Code, Residential, if not DEFAULT _ EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B4 Project lVame: 2010-090 - Fort King Apts 08/16/2010 Prepared b: SGM En ineerin 11 19AM Air System Information Air System Name AHU-B4 Number of zones 1 Equipment Class _ SPLT AHU Floor Area _ 985.0 ft _ Air System Type SZCAV Location Tampa, Florlda Sizing Calculation Intormation Zone and Space Sizing Method: Zor�e CFM ___ Sum of space alrflow rates Calculation Months Jan to Uec Space CFM _ lndivldual peak space loads Sizing Data ._ ._ Calculatet! Central Cooling Coi! Sizing Data Total coil load _- _-_- --. _- ,-- _- .-_-- 1.8 Tons Load occuB at _-__.-- _ Jun 0600 Total coi� load __ __ __ _ 22.2 MBH OA DB ! WB ._._ 75.6 / 72.3 °F Sensitr{e coii load 19.4 MBH Entering DB / WB _ 72.9 / 62.1 'F Coil CFM at Jun 0600 .____ 1057 CFM Leaving DB / WB _ _. 55.9 / 54.8 °F Max block CFM ___. _. 1057 CFM Coil ADP _ __ 54.0 °F _ S�n of peak zone CFM ___ 1057 CFM Bypass Factor p,i p0 Sensible heat ratio _. , 0.876 Resulting RH _. ._. 55 % � ftyTfor►_. ._ _ __ _._ 533.4 Design supplytemp. _- _. 55.0 °F BTU/(hr-k� ___. _. _ 22.5 Zone T-stat Check _. ._. _ 1 of 1 OK Water flow � f 0.0 °F rise _._. _ WA Max zone temperature deviation 0.0 ° F Central Heating Coil Sizing Data _ - Max coil load -- -- ----- ---- ------- .---._._._. 11.8 MBH laad occurs at _---. ---- ---- -- .- Apr 0600 Coii CFM at Apr 0600 .___ _._. _. 1057 CFM BTU/(hr-ft� 12.0 Max coii CFM _ _. _. ._ _. 1057 CFM Ent. DB / Lvg DB ._. _ 56.4 / 66J °F Water ftow � 20.0 °F drop _ WA Supply Fan Sizing Data Actual max CFM _._. _ 1057 CFM Fan motor BHP 0.12 BHP Standard CFM _ 145fi CFM Fan motor kW _ _. 0.09 kW Acival max CFMlftz _ 1.07 CFM/ft Fan static _. _ 0.40 in wg � Outdoor Ventilation Air Data Design airfbw CFM ____ _ 0 CFM CFM/person _ 0.00 CFM/person - � CFM/ftT _ -- --- - ---. 0.00 CFM/ftz Hourly Analysis Program v.4 4 Page 1 of 1 Air System Design Load Summary for AHU-84 Project Name: 2010-090 - Fort King Apts 08l16/2010 Pre red b� SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATING COOUNG DATA AT Jun 0600 HEATING DATA AT DES HTG COOLING OA DB / WB 75.6 °F / 72.3 °F HEATING OA DB / WB 36.0 °F ! 30.3 °F Senslble Latent Senslbte Latent ZUPfE LOADS � Detafts (BTl1/hr) (BTU/hr) Details (B7Ufir) (B1'U/Fir) Window & Skylight Solar Loads 90 ft 771 - 90 ft - Wall Transmission 463 ft 298 463 ft 1091 Roof Transmission 985 ft 163 - 985 ft� gg4 Window Transmission 90 ft 540 - 90 ftz 3338 Skylight Transmission 0 ftz 0 - 0 ft 0 Dow Loads 21 ftz 35 - 21 ft 214 - Floor Transmission 0 ft 0 0 ftz 0 Partitions 0 HZ 0 - 0 ft 0 Ceiling 0 ftz 0 0 ftz 0 Overhead Lighting 1596 W 5444 0 0 Task Lighting 0 W 0 - - 0 0 Elecfic Equipment 0 W 0 0 0 P�P� 3 735 615 0 0 0 Infiltration 252 2136 - 2409 1 Miscellaneous - 0 0 - 0 0 Safety Factor - 0% / 0% 0 0 0% 0 0 » Total Zone Loads 8239 2751 8036 1 Zone Conditioning 8878 2751 7868 1 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0°i 0 - � 0 Retum Fan Load 1057 CFM 0 1057 CFM p Ventilation Load 0 CFM 0 0 0 CFM 0 0 Suppiy Fan Load 1057 CFM 313 - 1057 CFM -313 Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 0% 0 0% 0 » Total System Loads g1g1 2751 �554 1 CenVal Cooling Coil 19408 2753 - 0 0 Centrai Heating Coil _102�� - _ 75 � » Total Conditloning 9191 2753 7554 p Key: Positive values are clg loads Positive values are hig loads Negative values are ht loads Negative values ere clg loads Hourly Analysis Program v 4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDtNG CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit C1 Builder Name: � �pn c.(a Street: Permit Office. 2EPHYRHILLS City, State, Zip ZEPHYRHILLS , FL , Permit Number: �( 2C� S Owner• Jurisdiction: 611600 Design Location: FL, MELBOURNE_REGIONAI_AP 1. New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Singte family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ftz b. N/A R= ft' 3 Number of units, if multiple tamily 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft� 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 11 g4 a. Under Attic (Vented) R=30.0 1194.00 ft' b. N/A R= ft' 7 Windows Description Area c. N/A R= ft= a. U-Factor• SgI, U=0.30 90.00 ft SHGC: SHGC=0.28 11. Ducts b. U-Factor• N/A nZ a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft SHGC: 12. Cooling systems c. U-Factor: N!A ft a. Central Unit Cap: 28.0 kBtulhr SHGC: SEER: 14 d. U-Factor: N!A ft' 13. Heating systems SHGC a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC 14 Hot water systems 8. Floor Types Insulatlon Area a. Electric Cap: 50 gallons a. N/A R= ft2 EF. 0.91 b. N/A R= ft' b. Conservation features c. N/A R= ftZ None 15. Credits CF, Pstat �� p,E� L� o�l,►�,s-Built Modified Loads: 31.09 Glass/Floor Area: 0.��5 �.F � s PASS �� ,..••••••..� S� �otal Baseline Loads: 39.93 � � ;' �' • �: :. I hereby certify that t�'e planC arb ��s cbveredj�y Review of the plans and �F ��,E ST �TF this calculation are i2cc*tppance h�fe Florida �n�g�L specifications covered by this ��Y �'" ^ p� Code. ��0 : S ATE OF �� calculation indicates compliance y '`�.� �`' "-'' � s ..a+ � � � • � � with the Florida Ener Code. � � � � � � . P ; � : gy �v 's o PREPARED BY: _� Before construction is completed ��; _ �� DATE: _ �r.� �� ''' � this building will be inspected for V� .�. y, � NA1. �� compliance with Section 553.908 *��` ,�, 1 hereby certify that this b din��ld9yiy�l�1�?s n compliance Florida Statutes. with the Florida Energy Code �� OWNER/AGENT: _. `_. BUILDING OF ICI . DATE _ __ DATE: _____ .. S/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title: 2Q10-090 - Fort King Unit C1 Bedrooms. 3 Adress Type Street Address Building Type: FLAsBudt Conditwned Area: 1194 Lot # Owner• Totai Stories: 1 SubDivision. # of Units_ 1 Worst Case: Yes PlatBook: Buiider Name: Rotate Angle. 315 Street: Permit Office: ZEPHYRHILLS Cross Ventilation: No County PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type� Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp I�t Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 75 70 369 69 Medium ROOF / Roof Gable Roof Solar Oeck V # Type Materials Area Area Color Absor. Tested Insul. Pitch Hip Composition shingles 1293 ft 0 ft= Medium 0.96 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ftz N N CEtLING # Ceiling Type __ R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1194 ftz 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-V alue Fraction Ab sor. 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 388 ft' 0.23 0 75 3 E Exterior Frame - Wood 13 140 ft' 0.23 0 75 DOORS # Ornt Door Type Storms U-Value Area 1 W Insulated None 0 460000 21.01049 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. � Overhang # Orn Frame Panes NFR U-Factor SHGC S Area Depth Separa int Shad Sc 1 S=>SE TIM Low-E Single Yes 0 3 0.28 N 75 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 028 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING � --- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Suppiy CFM Exhaust CFM Fraction Watts Default 0.00036 1127 7 08 fi1.9 116.4 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insu lation 1 382.8 ftz 384 ft' 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0.75 sys#1 HEATING SYSTEM #! System Type Subtype Efficiency Capacity Du cts 1 Electric Heat Pump HSPF: 82 28 kBtulhr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Modef # Area Volume FEF None None ft' DUCTS / --- Supply -- --- Return ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft Interior 0 k Default Leakage Interior (Default) (Default) % 8/12/2010 11 •42 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programabie Thermostat: Y Ceiling Fans. Cooling [X Jan [X] Feb X] Mar (X Apr X May X Jun X] Jul [X� Aug X] Sep (X Oct (X Nov (X Dec Heating [X� Jan [X] Feb EX] Mar (X Apr X May f X� Jun �X] Jul (X1 Aug EX] Sep {X� Oct (X� Nov (X� Dec Ventin [X Jan [XJ Feb [X) Mar [X Apr X Ma [X Jun X] Jul [X] Au �XJ Se �X Oct [X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-OS Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS� PERMIT #• ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION � REQ UIREMENTS FOR E ACH PRACTICE ; CHECK Exterior Windows & Doors ; N1106.AB 1.1 Maximum: .3 cfm/s window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 � Caulk, gasket, weatherstrip or seal between: windowsldoors & � frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels 8� top/bottom plates; between walls and floor. � � EXCEPTION• Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the � to late. Floors � N1106.A6.1.2.2 � Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings � N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures I N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC � � rated, installed inside a sealed box with 1/2" clearance 8� 3" from I insulation; or Type IC with < 2A cfm from conditioned space, tested. Multi-sto Houses N1106.AB 1.2.5 Air barrier on erim of floor cavit between floors. Additional Infiltration reqts � N1106.AB 1.3 Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION ___ REQUIREMENTS _ CHECK Water Heaters N1112.A6.3 Comply with efficiency requirements in Table N112.ABC.3. Switch � or clearly marked circuit breaker (electric) or cutoN (gas) must be ' rovided. External or built-in heat trap required Swimming Pools & Spas I N1112.A6.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool I heaters must have a minimum thermal efficiency of 78%. __, Heat um ool h eaters shall have a minimum COP of 4.0. Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per __________� ___ I minute at 80 PSIG Air Distribution Systems � N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically atlached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB � Ducts in un attics: R-6 min. insulation. HVAC Controls N1107.A6.2 Separate readily accessible manual or automatic thermostat for __ _ I each system. Insulation � N1104.A6 1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both N1102.B.1 1 sides Common ceiling & floors R-11 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page S of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerFormance index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ft b. N/A R= ft' 3. Number of units, rf multiple family 1 c. N/A R= ft 4 Number of Bedrooms 3 d. NIA R= ft' 5. Is this a worst case? Yes 10 Ceiling Types tnsulation Area 6. Conditioned floor area (ft�) >> gq a. Under Attic (Vented) R=30.0 1194.00 ft' b. N/A R= ft 7 Windows" Description Area c. N!A R= ft' a. U-Factor Sgl, U=0.30 90.00 ft= SHGC: SHGC=0.28 11. Ducts b. U-Factor: N/A ft� a. Sup: Attic Ret: Interior AH: Interior Sup R= 6, 300 ft= SHGC• 12. Cooling systems c. U-Factor• N/A ft' a. Central Unit Cap: 28.0 kBtu/hr SHGC: SEER: 14 d. U-Factor• N/A ft 13. Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor N/A ftZ HSPF 8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. N/A R= ft� EF: 0.91 b. N/A R= ft= b Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �,�� Construction through the above energy saving features which will be installed (or exceeded) O F� in this home before final inspection. Otherwise, a new EPL Display Card wiil be completed ��:�'°„�, y �,, `�' based on insta{led Code compliant features. �,. �„ _.;::� ��.�°��'p �� _+1� = `��-�C Builder Signature� Date: �� -- -�- r.... � a Address of New Home t 4 ° 8 City/FL Zip: �;�, -- - - -- � �.�� `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. `"Label required by Section 13-104 4 5 of the Florida Building Code, Building, or Section B2 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11:19AM Air System Information Air System Name __ _. .- AHU-C1 Number of zones __ _._. ____ 1 Equipment Class ... ... ... _. SPLT AHU Floor Area _. .__. _. _ _.1172.0 ftz Air System Type ._ .. _. _. .___ S2CAV Location .. .__. __ _._. ._. _._. Tampa, Fiorida Sizing Calculation Informatlon Zone and 5pace Sizing Method: Zone CFM _____.._ Sum of space alrflow retes Ca�ulation Months ... .. ._. ... _. Jen to Dec Space CFM ._. ._. .____. Individual peak apace loada Sizing Data ._ ._._.._. _.. ... Calculated Ce�tral Cooling Coil Sizing Data Total coil load .--_-- --- ------- ----- --- ---_ 2.3 Tons Load occurs at ---- ---- --- ----- --- --- ---. Jun 0300 Total coil load - ------ ----.-- -- --. 27.4 MBH OA DB / WB .----_.... .---- ._ .-- _-.---- --- 75.9 / 72.4 °F Sensible coil load _- ,- ---._.-- _---. ... . 24.1 MBH Entering DB / WB .-. --. . _ --- ..... 73.2 / 62.5 °F Coil CFM at Jun 0300 . ._ _. .___. 1318 CFM Leaving DB / WB ._.. ._.._. ._ ... .___. ._. __ 56.3 / 55.3 °F Max block CFM ._. _. ... .. ... ... ..... .. 1316 CFM Cal ADP _. ..---. ----- .----- --.- -- - ---------- -------- 54.4 °F Sum of peak zone CFM ... 1316 CFM Bypass Factor ._. ._. .__. _.._. .. ..,._._ p,100 Sensible heat ratb ._ .-. -_ _.__ _--. _-- --- --. 0.879 Resufting RH ... .. ._- .-.-- -_-__- --- _ 55 °/a ft .. ._...._ - --. - - - _ . -- - - 512.9 Design supply temp. -- - - ....._.. - - .. _ 55.0 °F BTU/(hr-ft�) -- -- ... ... ..... ..... ...... ... 23.4 Zone T-stat Check .- ---- ------ --- ---- -.-- --. ._. 1 oi 1 OK Water ilow � 10.0 °F rise __-_.-_- -_._-__ _. WA Max zone temperature deviation -_ --- -_-.-_--_- _--. 0.0 °F Central Heating Coil Sizing Data Max coil load -- - -- -----------._... 14.6 MBH Load occurs at .... .- -- _- - ....... ... .... .._-- Apr 0600 Coil CFM at Apr 0600 ----- ---- .--------..._.._. ..._ 1318 CFM BTU/(hr-ft� .----... .------------- ------- -- ---12.5 - - x coil CFM .__. -. ----- .._._- -- 1318 CFM Ent. DB / lvg DB --. -------- -------------- 56.4/66.7 °F Water Now � 20.0 °F drop ...... .... ...... ...... ... N/A Supply Fan Sizing Data Actual max CFM .------ -- ----- ------------------ --. 1318 CFM Fan motor BHP _..- -- .-- --- - .- _._... ....... 0.15 BHP - ---- tandard CFlN -�-- . ............ ... ......... ............ .-- -�- . ... 1315 CFM Fan motor kW .-- - ----. ......._. -- -- 0.11 kW �- - -�- - ctual max CFM/R� -- ---- -------------- ------ 1.12 CFNUftz Fan static ..... ........ .....--..---- ... ..._.....--_ -- 0.40 in wg Outdoor Ventilation Air Data Design airfbw CFM ------ - .----- .-. _.. 0 CFM CFM/person -- ---- -...... _. ... ---. ---. _.. 0.00 CFM/person CFANit ._. .-� - �- - - -- - ---- - - -. ._ 0.00 CFM/ftz Hourly Analysis Program v 4.4 Page 1 of 1 Air System Design Load Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b: SGM En ineerin 11:19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 0300 HEATING DATA AT DES HTG COOLING OA DB / WB 75.9 °F / 72.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensibie Latent ZONE LOADS Detaila (BTU/hr) (BTU/hr) Detalls (BTUR�r) (BTU/hr) Window & S li t Solar Loads 120 ft 1230 120 ft Wail Transmission 707 ft 578 707 ft� 1666 Roof Transmission 1172 ftz 293 - 1172 ft 1171 - Window Transmission 120 ftz 811 120 R� 4451 Skyli ht Transmission 0 itz 0 0 ft 0 Door Loads 21 ft 39 21 ftz 214 Floor Transmission 0 ft� 0 - 0 ft� 0 Partitions 0 ft 0 - 0 ftz 0 Ceilin 0 ft= 0 0 ft2 0 Overhead Lighting 1899 W 6478 - 0 0 Task Li htin 0 W 0 0 0 Electric Equipment 0 W 0 0 0 - P�OP�e 4 980 820 0 0 0 infiltration - 330 2496 - pg� 1 Miscellaneous 0 0 ' 0 0 Safety Factor 0°io / 0°�, 0 0 0% 0 0 » Total Zone Loeds 10736 3316 10368 1 Zone Conditioning - 10903 3316 � p3p5 � Plenum Wall Load 0% 0 - 0 0 Plenum Roof Load 0°� 0 0 0 Plenum Li hting Load 0% 0 _ p � _ Retum Fan Load 1316 CFM 0 1316 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1316 CFM 390 1318 CFM -390 Space Fan Coil Fans 0 0 - Duct Heat Gain / Loss 0% 0 0% 0 » Total S tem Loads ��ygg �16 � � Central Coolin Coil 24101 3319 - 0 0 Central Heatin Coil -12808 - 9914 » Total Conditionln9 11293 3319 9914 p Key: Positive values are cig loada Positive valuas are htg loads Negative values are Mg loads N tive values ara cl loads Hourly Analysis Program v 4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name 2010-090 - Fort King Unit C3 Budder Name:'�i�ST `}' � Dr �(� � uld� � �� Qp Street: Permit O�ce. ZEPHYRHILLS City, State, Zip• ZEPHYRHILLS , FL , Permit Number• � � 2� S - Owner: Jurisdiction: 611600 Design Location: FL, Tampa 1 New construction or ewsting New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770 67 ft b. N/A R= ft� 3. Number of units, rf multiple family 1 c. N/A R= ftz 4 Number of 8edrooms 3 d N!A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ft') 1240 a. Under Attic (Vented) R=30.0 1240 00 ft� - � b. N/A R= ft� 7 Windows Description Area c. N/A R= ft= a. U-Factor Sgl, U=0.30 105.00 ft' SHGC• SHGC=0.28 11 Ducts b. U-Factor• N/A ft= a. Sup• Attic Ret: Interior AH: Interior Sup. R= 6, 300 ftz SHGC: 12 Cooling systems . c, U-Factor: N!A ftz a. Central Unit Cap 28.0 kBtu/hr SHGC SEER; 14 " d. U-Factor• N/A ft� 13 Heating systems SHGC a. Electric Heat Pump Cap• 28.0 kBtu/hr e. U-Factor N!A ft� HSPF 82 SHGC 14 Hot water systems 8 Floor Types Insulation Area a. Electric Cap 50 gallons a. N/A R= ftZ EF 0.91 b N,'A R° ft1 b. Conservation features c. N/A R= ft2 None ��111 t 1 f//�� 15 Credits CF, Pstat � �►� �ia � Built Modified Loads. 32.34 Glass/Floor Area. 0�$��, �.�.••••••• .� o PASS _ � �. CE(�S, •.,�-9� �tal Baseline Loads 42.38 • . � ' No. 0785 ; � I hereby certify that t�e �n� and sp ' ations cave�d�y Review of the plans and ��H� ST�� this calculation are i o li nc ida� ��"_'"�_- � �CC � � (�� r�rg� specifications covered by this 1,, ,.-�' _ , ; O � Code � � ' : lV : calculation indicates compliance �, � = ' '� �� : .s� � �,n �•. � � IDQ. ' �� `� with the Florida Energy Code. ti � ,��•.: � �°.�- `'� �'°,` �O 4 PREPARED BY: � F ''• •' [?�_�� _ Before constructian is completed r��;`�-"` ""= � DATE: — � J �� this building will be inspected for �� `" � / �� com liance with Section 553. Y�� /111111� P 908 . ��`��'�� t. I hereby certify that this bu' ding, as designed, is in compliance Florida Statutes. � �� with-the Florida Energy Code. �, OWNER/AGENT: _ __ __ BUILDING OFFIC DATE: � ___ DATE: _ 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title 2010-090 - Fort King Unit C3 Bedrooms 3 Adress Type Street Address Building Type FLAsButlt Conditiuned Area 1240 Lot # Owner Total 5tories: 1 SubDivision. # of Units 1 Worst Case Yes PlatBook: Builder Name: Rotate Angle 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation No County PASCO ' Jurisdiction 611600 Whole House Fan. No City, State, Zip: ZEPHYRHILLS , Famity Type Multi-family F� New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 °o Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium - • ROOF / Roof Gable Roof Solar Deck �� # Type Materials Area Area Color Absor Tested Insul. Pitch Hip Composition shingies 1293 ftz 0 ft� Medium 0.96 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Fuli attic Vented 300 1194 ft N N GEILING # Ceilin Ty pe R-Value Are Framing Frac Tr uss Type 1 _ Under Attic (�ented) 30 1240 ft� 0.11 Wood � WALLS Cavity Sheathing Framing Solar � # Omt _ Adjacent To Wall Type , R-Valu Area R-Value Fraction Abso 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0 75 2 S t Exterior Frame - Wood 13 388 ft� 0.23 0 75 - 3 E Exterior Frame - Wood 13 140 ftZ 0.23 0 75 DOORS # __ Omt Door Type Storms U-Val Are 1 W Insulated None 0 460000 21.01049 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case / Overhang �/ v # _ Om Fra Pan es NFRC U_Fac SH Storms Area Depth Sepa ration Int Shade Scree --- --- --- - --- - i S=>SE TIM Low-E Single Yes 0 3 028 N 90 ft` 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0 3 0.28 N 15 ft 6 ft 0 m 1 ft 0 in HERS 2006 None - INRLTRATlON 8� VENTtNG / --- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH SO ELA EqLA 5upply CFM Exhaust CFM Fraction Watts — -- - - -- — ----- - --- --- -- - - -- - — - Defautt 0 00036 11.71 7.08 64.3 120.9 0 cim 0 cFm 0 0 GARAGE # Fl oor Area _ Ceiling Area Exposed Watl Perimeter A vg. Wa ll Height Exposed Wall I nsulat ion 1 382.8 ft� 384 ft 64 ft 8 ft (invalid) COOLlNG SYSTEM - __ # Sys Type ___ Subty _ _ Effic Ca Air Flow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 HEATING SYSTEM # System Ty pe Subtype Efficiency Capacit Ducts 1 Electric Heat Pump HSPF 8.2 28 kBtu/hr sys#1 HOT WATER SYSTEM # Syste Type ___ EF Cap Use SetPnt Conserv 1 Electr�c 0.91 50 gal 60 gat 120 deg None SOLAR HOT� WATER SYSTEM FSEC - Collector Storage Cert # Company Name System Model # Coliector Model # Area Volume FEF None None ft' DUCTS � / ---- Supply ---- --- Return --- , Air Percent V # Location R-Value Area Location . Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft� Interior 0 ftz Defauit Leakage Interior (Default) (Default) % 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programabie ThennostaL Y Ceiling Fans Cooling [X Jan X Feb (X Mar X Apr May X Jun X Jul X Au X Se X Oct X Nov X Dec Heating EX� Jan �X� Feb [X� Mar EX� Apr f X� Ma� �X� Jun �X� Jul f X� Au9 f X� SeP f X� Oct f X� Nov f X� Dec Ventin X Jan X Feb [X Mar [X A r [X] Ma X Jun X Jul [X Au X Se (X Oct [X] Nov [X] Dec ------ - --- ------ - --- - - - - - - -- Thermostat Schedule HERS 20�6 Reference Hours Schedule Type 1 2 3 4 5 6 7 B 9 10 11 12 - -- --- -- - - ---------- -- ------- -- -- - Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 60 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compfiance Cheklist Residential Whole Building Performance Method A- Details ADDRESS PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTFON COMPLIANCE CHECK�IST COM PONENTS � SEC TION R EQU IRE MENTS FO EACH PRACT CH ECK -- — — ----- --- -- — ------ - - —�— - — Exterior Windows & Doors N1106.AB 1 1�_ Maximum 3 cfm/s�c .ft. window area; 5 cfm/sq.ft. door area. —�— — --- -- -- Exterior 8� Adjacent Walls N1106.AB 1 2 1 Cauik, gasket, weatherstrip or seal beiween. windows/doors 8� �' � frames, surrounding wall; foundation & wail sole or siil piate, joints ' between exterior wall panels at comers: utility penetrations; � � between wall panels & top/bottom piates, between wails and floor ! EXCEPTION� Frame walis where a continuous infiltration barrier is � installed that extends from, and is sealed to, the foundation to the - � top plate _ , — � Floors , N1106.A6 1.2.2 Penetrations/openings > 1!8" sealed unless backed by truss or � joint members. � EXCEPTION Frame floors where a continuous infiltration barrier __._ _ ___'t is installed that is sealed to the perimeter, penetrations and seams __ t �------ -- Ceilings N1106.AB 1.2 3 � Beiween walls 8� ceilings, penetrations of ceiling plane to top floor; � around shafts, chases, soffits, chimneys, cabinets sealed to � , � continuous air barrier; gaps in gyp board 8� top plate; attic access � � EXCEPTION: Frame ceilings where a continuous infiltration barrier : - i is installed that is sealed at the perimeter, at penetrations and � seams _� ----- r-- -- ---- — -- Recessed Lighting Fixtures I N1106.A6 1.2.4 � Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance 8� 3" from � I insulation, or Type IC with < 2A cfm from conditioned space, � __ ___ __tested. � --- --- -- ---�---- Multi-story Houses N1106.AB 1.2.5 Air barrier on perimeter of floor caviry between floors. ____ ___ _ �_ Additional Infiltration reqts I N1106.AB 1 3 � Exhaust fans vented to outdoors, dampers; combustion space i , heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK -I---- Water Heaters N1112.AB.3 r Comply with efficiency requirements in Table N112.ABC 3 Switch i or clearly marked circuit breaker (electric) or cutoff (gas) must be I _ _�provided. Extemal or built-in heat trap required. _� _ Swimming Pools & Spas N1112.A62.3 � Spas & heated pools must have covers (except solar heated). � Non-commercial pools must have a pump timer Gas spa 8 pool i heaters must have a minimum thermal e�ciency of 78% Heat um� pool heaters shall have a minimum_COP of 4 0_ _� __ Shower heaiis N1112.A6.2.4 � Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB � All ducts, fittings, mechanical equipment and plenum chambers I I I shalf be mechanically attached, sealed, insulated and installed in I � accordance with the criteria of Section N1110.AB ' Ducts in unconditioned attics. R-6 min. insulation. I HVAC Controls i N1107.A6.2 � Separate readily accessible manual or automatic �hermostat for � �_ each system. Insulation � N1104.AB 1 i Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both � N1102.6.1 1 � sides Common ceiling & floors R-11 - 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERF4RMANCE LEVEL (EPL} DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX�` = 76 The lower �he EnergyPerformance lndex, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9_ Wall Types insuiation Area 2. Single family or multiple family MuIU-family a. Frame - Woad, Exterior R=13 0 770 67 ft' b. N/A R= ftz 3 Number of units, if multiple family 1 c. N!A R= ft� 4 Number of Bedrooms 3 d. N/A R= ft� 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ftz) 1240 a. Under Attic (Vented) R=30 0 1240 00 ft� - : b. N/A R= ftZ 7 Windows" Description Area c. N/A R= ftz a. U-Factor Sgl, U=0.30 105.00 ft� SHGC SHGC=0.28 11- Ducts b U-Factor• N/A ft� _ a_ Sup: Attic Ret: Interior AH� interior Sup. R= 6, 300 ft� SHGC - 12. Cooling systems c. U-Factor N/A ft=- a. Central Unit _ Cap 28 0 kBtu/hr SHGC. SEER: 14 d U-Factor N!A ft� 13. Heating systems - SHGC a. Electric Heat Pump _ Cap 28.0 kBtuJhr e. U-Factor• NfA ft' HSPF 8.2 SHGC 14_ Hok water systems 8 Floor Types Insuiation Area a. Electric Cap 50 galions a. N!A R= ft1 EF 0.91 b. N/A R= ft� b. Conservation features c. N/A R= ft� None - 15 Credits CF, Pstat I ce�tify that this home has complied with the Fforida Energy E�ciency Code for Building ��iE Sr Construction through the above energy saving features which will be installed (or exceeded) �O �m�'��T� in this home before final inspection. Otherwise, a new EPL Display Card will be completed ks',,`' ��`; :� ;� �, based on installed Code compliant featur�s - y � r,,,,, o�,,, ';;:' �°:;::: �;'� � + p4 .,. �_..i.' � t7 Builder Signature: - Date. v �_ 6 s. Address of New Home: Ci /FL Zi *~�� ' h� p: �; ., � — ---- G'�D �:�v "Note� The home's estimated Energy Performance lndex is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code far Building Construction, contact the Department of Community Affairs at (850)-487-1824 _ '�Label required by Section 13-104.4.5 of the Floric�a Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. - - Energy_GaugeO USA - FlaRes2008 - • Air System Sizing Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Prepared b� SGM En ineerin 11 19AM Air System Information Air System Name AHU-C3 Number of zones 1 Equipment Class SPLT AHU Floor Area 1240.0 ft Air System Type SZCAV Location _. Tampa, Florlda � Sizing Calcutation Information Zorte and Space Sizing Method: Zone CFM Sum of space alrflow rates Calculation Months _ Jan to Dec Space CFM Indlvidual peak space loads Sizing Data _ Calculated Central Cooling Coil Sizing Data Total coil load 2.4 Tons Load occurs at Jun 0900 Total coil load 28.2 MBH OA DB / WB 80.4 / 73.7 °F Sensible coi! load 24.7 MBH Entering DB ! WB 73.2 / 62.4 °F Coil CFM at Jun 0900 1349 CFM Leaving DB / WB 56.2 / 55.1 °F Max bbck CFM ._. 1349 CFM Coil ADP _ 54.3 °F Sum of peak zone CFM 1349 CFM Bypass Factor _ 0.100 Sensible heat ratio 0.877 _ Resulting RH 55 % ft - _ 527.3 Design supply temp. _. 55.0 °F BTU/(hr-ft _ _. 22.8 Zone T-stat Check __. 1 of 1 OK Water flow � 10.0 °F rise _. WA Max zone temperature deviation 0.0 °F Central H�ting Coif Sizing Data Max coil load ._.._.. _. __. _. 15.0 MBH Load occurs at _. Apr 0500 Coil CFM at Apr 0500 1349 CFM BTU/(hr-ft� _ 12.1 Max coil CFld _ 1349 CFM Ent. DB / Lvg DB _ 56.5 / 66.8 °F Water flow � 20.0 °F drop _ WA Supply Fan Sizing Data Actual max C�hA _ 1349 CFM Fan motor BHP __ 0.16 BHP Standard CFM _ 1347 CFM Fan motor kW _. _ 0.12 kW Actual max CFM/ft __. 1.09 CFMlftz Fan static 0.40 in wg Outdoor Venfilation Air Data Design airtlow CFM _ _. 0 CFM CFM/person 0.00 CFM/person CFM/ft � _ 0.00 CFM/ftz Hourly Analysis Program v 4 4 Page 1 of 1 � � Air System Design Load Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11 19AM DESIGN COOLING DESIGN HEATIfdG COOLING DATA AT Jun Q900 HEATiNG DATA AT DES HTG COOLING OA DB / WB 80.4 °F / 73.7 °F MEATiNG OA DB! WB 36.0 °F / 30.3 °F Senslbie Latent Sensible Latent ZONE LOADS �.erans �eTUm�� erum�� ecans �BTVmr� �Brumr} Window & Skylight Solar Loads 12p nz p532 _ �2� ft _ Wall Transmission 707 ft 964 - 707 ftz 1666 - Roof Transmission 1240 ft 846 1240 ft f 239 Window Transmission 120 ft 1111 - 120 ft 4451 Skylight Transmission 0 ft - 0 - 0 ft 0 Door Loads 21 ftz 53 21 ftz 214 - Floor Transmission 0 ftz 0 - 0 ffz 0 Partitions 0 ftz 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 Overhead Lighting 2009 W_ 6854 - 0 0 Task Lighting 0 W _ 0 0 0 Electric Equipment 0 W 0 - 0 0 People 4 980 820 0 0 0 Infiltration 746 2653 _ 3p3p 1 Miscellaneous 0 � 0 - 0 0 Safety Factor 0% / 0% - 0 0 0% 0 0 » Total Zone Loads �qag� 34�3 � �U602 1 Zone Condi6oning 14184 3473 9831 1 Plenum Wall Load po�, � � 0 Plenum Roof Load po/, 0 0_ 0 Plenum Lighting Load 0% 0 0 0 - Retum Fan Load � 1349 CFM � 0 - 1349 CFM p Ventilation Load 0 CFM 0 0 0 CFM 0 p Supply Fan Load 1349 CFM 400 1349 CFM -400 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss p% 0 - 0% 0 » Total System Loads - 14584 3473 - 9531 � Centrai Cooling Coil - 24744 3476 0 0 Central Heating Coil - -10160 - g�i _ » Total Conditloning ; �4$84 34�6 953� � Key: PosRlvevaluea are clg toads . Posltive values are htg loads NegaUve values are ht loads Negative values are cig loada Hourly Analysis Program v 4 4 Page 1 of 1 _ � =, `4 - � �� : City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � S � �� Date Received: � � �` l� Site: �-f�Y�"� ��t"�� Pernut Type: F.� t� �. � f-�- 2 Z� 3�( 3�' •/ Approved w/no comments: ❑ Approved w/the below comments: � Denied w/the below comments: ❑ � �� t I'(' � �'f G�l +F'C✓ This comment sheet shall be kept with the permit and/or lan ��-[lvYi • . SEP 1 4 2010 - Kalvin Switzer — Plans Examiner Date Co or and/or Homeowner quired when comments are present) S ^� 935 Lake Baldwin Lane � Orlando, FL 32814 v (407) 767-5188 E N G I N E E RI N G ? (407) 767-5772 fax MEP Cor�su[.rinrc ENC[cvFERS www.sgmengineering.com February 17, 2011 BUILDING AND PLAN REVIEW OF CITY OF ZEPHYRHILLS, FLORIDA ATTN: ELECTRICAL REVIEWER RE: Fort King Colony Apartments Electrical Feeders Changes S.G.M. #2010-090 This letter is issued to certify that the installation of the tenant feeders using 1/0 SER AL service cable is acceptable per NEC-2008 code for 120/240-Volt, 125 Amps, 1 phase services and feeders as shown on table 310.15(B)(6). PI``` , e��yq}�j� �', ith any further questions or concerns. ,�,• �MAi�T .. � � ,.....,� �/{I ��i � • � : . �i � _� . � : ♦ � • r � * � ��/ � � / • � "' • • �' .� ; �CStO�MR►�iee�c�• . .. iu — � �� r� '� •` �� : � �{id'L� �' , I � � � �. � g� rYg�ID• �. ��'��,`SS�ONAL � ��. ��ti��►�� `: PASCO COUNTY, FLORIDA • Permit No. �� Date Permi�ted / Z-7- 2 Q� 0 � "�j�(� , Builder Name/Owner Name 'r'� �`51 } �a �y�� Control # County Parcel No. � � � - �� 0 � �"" �� SubDiv: � �\ Address/Location �D i `�� , , Classification/Type of Usg �'-�� E�� '� 2 �nl S TRANSPORTATION IMPAGT FEE , Rate: Sq Ft Unit; 3 Exempt ❑ Yes ❑ No HoW Determined ' Impact Fee Amount $ �� '1 � � � Zone No. T�� SCHOOL IMPACT FEE �( C� � � Account (056) Single-Family Detached House Amount $ T�� l �J� (057) Mobile Home ^ (058) Other Residential 123) Collectio� Fee Exempt Yes �] No How petermined PARKS AND RECREATION FEE Land Account Land Credlt Land Total Recreation Account Rec�eation Credit Recreatlon Total Zone TOTAL AMOUNT $�� _T Exempt � Yes � No How Determined LIBRARY FEE �and Account �and Credit Land Total Facility Account Facility Credii Facility Total Exempt � Yes �] No How Determined 7otal Amount � RESOURCE FEE ERU � "�' ' TOTALAMOUNT ' Prepared By - Checked �y NO CERTtFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENT�AL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply accepta�ce of concurrenoe, but slmply recelpt of e copy of this form, placing tha bullding permlt owner on noUce of thls assessment and the conditlons of payment for same. DATE R�CEIVEQ BY RECEIPT NO DATE BY 06/21/2011 3:35:18 PM -0400 FAXCOM PAGE 2 OF 3 �rom: 06/21/2011 13:27 #398 P.0011002 . � .. w 2, , ". t1 . ,t _ . :. ' a++' ' y � ;F` .�+. �`'$`. City of Zephyrhills: �� Iiuilding Dcpartment • � - .. �� , � Phone: (8I3)-780-0020 � � ' w� ,., Fax: (813)-780-0021 � . � x �- ------------------------------------------------�---------�--------- � TO: Progress Electric Fouc results FROM: Jackie � � FAX: 1-8b6-550-9755 FAX #: � � � DATE: 6/22/11 # OF PAGES: 1 of 2 � Received by: T. Skora Time: 3:33 pm � � � + � � � MESSAGE: Helio my nazne is Jackie and I have 24 units that nced to be relcased for � � � � permanent power. Could I please receive confirmation by your signature and time signed � � above this will go in the file showing that this was called into your office for release. � ; The address is 6954 Vista Lago Lp; Permit #11205 for all units // and house meter. � ; Release also lift station address 3?579 Colony Lago Dr; Permit # 1114I. � � � � � � ; Ths�►k you ; � � ; Jackie ; � � � ; b9S0 Vista Laso Lu; Permit #11205 ; � � � Unit s ; ; 100 142 101 103 104 106 lOS 107 ; ; aoo zo2 �oi Zo3 aoa ao6 aos Zo� ; � 300 302 301 303 304 30b 30S 307 ; � � � � � � � � � � , � � � i 1 1 1 � i i 1 � 1 I 1 I I { 1 �_ _�_�_�..� �...�.__ _'"___'__�"" _ _"""_ _'�.�. � _�"��.� �'�_ _'__'_"��`_'_" 1 06/21/2D11 2:36PM (GMT-04:00) � ' 7X Result Report P � 06/21/2011 13:29 Sel'ldl N0. AOmW11001438 'I�: 28676 Addressee Start Ti�e Time Prints Result Note 918665509755 06-21 13:27 00:01:11 002/002 OK TMR: rimer Tx. POL: Poilin ORG� Originai 3 ze 5etting FME: Fr�ne Erase Tx. Note M X: Mix Origina1 TX. CA� : Ma TX. C CSRC. FMD: Forward. PC: PC-Fax. RLY: Relav MBXe r � }g P n Fax. F IPDR: F iP Address�Fax, I-FAX: I Fax i Result 01(: Canmunication OK, S-OK: Stop Communication, P9V-OFF� Power Switch OFF, TEL� Rx from TEL, NG� Other Error, Cont� Continue, No Ans� Flo Answer, Refuse: Receipt Refused, BusY: Busv, M-Fu11:MemorY Full, LOUR:Receiuing length Ouer, POUR:Receiuin9 pa9e Ouer, FIL:File Error, DC:Decode Error, I�N:MDN Response Error, DSN:DSH Respo�e Error. City of Zephyrlulls: ` . BuildinQ Dcpartment � Phone: (813)-780-0020 Fa�c: <813 )-780-0021 -------------- - ------------------------------1 � - ------------ -� � TO: Progr�ss Electric Fax results FROM: Jaclde � FAX: 1-866-550-9755 FAX #: � � DATE: 6/22/1 1 # OF PAC3ES_ 1 of 2 Receivod byc Timo- ' MESSAGE: Hello my name is Jaclde ead I have 24 uaits that n�ed to b� roleasad for � perrnancnt powGr_ Could I pleasa raeaive conSraiation by your signature aad rime signed � above this will go in tho fil� showiag that this was called into your of£ice Por releas�_ T`he addresa is 6950 Vista Lago Lp; Pcrmit #11205 for all units // and house metcr. Releaso alao liR station address 37679 Colony Lago Dr; Perazit # 1 1 141 . Thaak you Jaclrio 6950 Vista LaQO Lo: Pormlt #11205 Unit s ; 100 102 101 103 104 l06 105 107 ; 200 202 201 203 204 206 205 207 ; 300 302 301 303 304 306 305 307 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 06/21/2011 3:35:18 PM -0400 FAXCOM PAGE 1 OF 3 � Progress Energy To: Jackie Date: June 21, 2011 Subject: Progress Energy Memo: � 2 �-�-, � 2 �- � 1 � j��. �-r'� e s � � � ` `� � (�z � � ��, ,��-f- �(�� - � � �,; .� � � ; �� s�- v �� .�� ♦ �� City of Zephyrhills: � Building Department ,� Phone: (813)-780-0020 Fax: (813)-780-0021 ------- � -------------------------------------------------------- - � TO: Pro ess Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � � � DATE: 6/22/11 # OF PAGES: 1 of 2 � � , � � Received by: Time: � � � � � � MESSAGE: Hello my name is Jackie and I have 24 units that need to be released for � � permanent power. Could I please receive confirmation by your signature and time signed � ; above this will go in the file showing that this was called into your office for release. � ; The address is 6950 Vista Lago Lp; Permit #11205 for all units // and house meter. � ; Release also lift station address 37679 Colony Lago Dr; Permit # 11141. � � � � � � � � ; Thank you � � � ' Jackie � � � � � � � ; 6950 Vista La�o Lp; Permit #11205 ; � � ' Unit s ' � � � 100 102 101 103 104 106 105 107 ; � 200 202 201 203 204 206 205 207 ; � 300 302 301 303 304 306 305 307 ; � � � � � � � � � � � � � � � � � � � � � � � � � � � � � -------------------------------------------------------------------- Jacqueline Boges Subject: Ft. King Colony Start: Thu 4/28/2011 11:00 AM End: Thu 4/28/2011 1:00 PM Show Time As: Tentative Recurrence: (none) Meeting Status: Not yet responded Organizer: Kerry Barnett Required Attendees: Kerry Barnett Bldg # lfor penetrations entire bldg, derrick Fernandez 813-918-6020 Bldg 2, third floor, 1 layer drywall. 1 � K�n� ��( �v�� `c� C'-�'�j � �'� 935 Lake Baldwln Lane i Orlando, FL 32814 � S � M (407j 767-b188 i E N G I N E E RI N Gz cao�� s� -5772 fax , MEP CONSULTING ENGINEERS www.sgmengtneering.com � February 17, 2011 BUILDING AND PLAN REVIEW OF CITY OF ZEPHYRHILLS, FLORIDA ATTN: ELECTRICAL REVIEWER ', RE: Fort King Colony Apartments ' Electrical Feeders Changss S.G.M. #2010-U90 This letter is issued to certify ihat the instaliation of the tenant feeders using 1/0 SER AL service cable is acceptable per NEC-2008 cade for 120/240-Volt,125 Amps,1 phase services and feeders as shown on table 310.15�8)(6). Please��Q�rgf�ice with any furlher questions or concerns. �� i� �� MAI�T �i, ,�� X �......� ��/ �i'i . �� .• . i � . . . . � •�(�� • *� . — ' � C ��StOF��t�IQ �. � W ~ .. .. .. . .. :�,'� ��3��',I��`: �` rng '��.,sS�orvA� �,,�� ,►��ti�� CITY OF ZEPHYRHILLS 5335 - 8TH STREET (sss)�so-oo20 11208 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11208 Issued: 12/07/2010 Address: 6980 VISTA LAGO LP Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 991,209.00 Total Fees: 175,788.42 Subdivision: FORT KING COLONY Amount Paid: 175,788.42 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: ��"��' IAI\/C�T�ACAITQ 1 ��.� �� Addr: 1533 SUNSET DR STE 150 Address: � 5�3c� U�l� �$t �`,�� MIAMI FL 33143 ,n;��,�..�}"=^�-�.-rL �_ ��iesT{��In, a Phone: (305)665-1146 Lic: Phone: (561)242-4814 �- 3 �`�'° `� Work Desc: CONSTRUCT NEW APT BUILDING TYPE XVIII 24 UNITS 22,173 SQ FT ,�� . . MECHANICAL FEE 279.72 SEWER CONNECTION RESIDEN" 33,768.00 WATER CONNECTION RESIDENI 10,768.80 FIRE PLAN REVIEW FEES 1,340.58 FIRE INSPECTION FEES 720.00 POLICE IMPACT FEE 6,096.00 FIRE IMPACT FEE 6,552.00 PUBLIC SAFETY 5% 632.40 PARK FEES MULTI-FAMILY 15,913.44 SCHOOL IMPACT FEE/UNITS 44,515.55 SCHOOL IMPACT FEE-sfr/ 1% 449.65 TRAFFIC IMPACT FEE 99% 50,466.24 TRAFFIC IMPACT FEE 1% 509.76 �� l(vt `t � �` ,} •^ n � � v �i '�.�; , r� � � �-� � . � a � � �,� i 2 - � _ � a � �'�C� �7 � � � ! �� Q �� p� �' � . _ - ( �� ) �C�l�-rb'Y` . � 2�es�x.� c� �-�t . .� — 7 �_° �� !_c� �� ( ,, FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER M�SC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for i provements to your property. If you intend to obtain financing, consult with your lender or an attorney re rding your notice of commencement." N ORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � � L:k�.N i MH#.. NC:i'iM.� I!.1N13 DA I E w C�£�1:��Fl1:l �;�M�..� :la�: �i�3- ;�,. . FA�iC;Q GLlUNT Y, �'1_.pF� x DA �'AC3E �,�; t�F' 1. "S� :'�I�'T"Fcl��'tt71Fi #A U17'�3�i '�� `'', �S8tJ�. f�FIC !i U `'� aMEa W�Q��CtT M��_f...�� i�t�CEIRT NUM�#t'`ta (11249A�iw ' >U�.a 790�. 3W i.�4"TW 7EFiRACk� (�'FICEs DADE C2TY /'�Ts MXAMT hL �iS� l. " , . 7t� w [:H�C�' # �b4�43 U3-2b�-2 �. —Qt? 1t3--•pl4dty—UOU�? Nt� 1 �.2(?�3 �1�+lTRr"tCfitl�ie Ui! :�5 - �r��rp�. AMW.lN�' a 40i>» :'�� ;:C�!"1' CQiMF'I+►Y ACf.t7lJi�17 G�'NT�R AMUUf+ET DE9GRIF�'r�tyi�!/P'EF{�+i'C �A7'A I}R/C:!'�2 114 �4.�'.,4 � �b�A00 — � QOQ.�� *a��t $OLID WASTE FEE 4t7 =:C�'�:VFD k�Y ._.�_.....__�.......�....��.�._.__......�._�__..............._.....y._.._..��. �,= .,,. 5�' i _ , � I ' ' 1 . � � . ,. � NEW CONSTRUCTION - SOIL TREATMENT CERTIFICATE For the Prevention of Subterronean Termites (As required by Florida Building Code (FBC) 104Z.6) Chemical and Concentration `;'�� - , r, ; �� ° ..� Product: �1'remise�,05% (Imidacloprid) �°' � Bora Care 23% (Disodium �ctaborate Tetrahydrate) (Other Cheniicals: ) Builder Name: ` � �� ' �k �c'� Permit #: � � •� t"' Customer #: �- ,�- �,,� F • Address: ',� a � - � ? ��" �..-;� Lot �:�;� < � s.� Block Date �me Sq. Fiet Lieeor F� Gallons SoiJ Treatnrsnts z,r ; a � S ti �i" " f' e "' r •-�, roundation , Rc-Trcatment Dri��e��ay, Pads & Patios Pool Deck • Final Perimeter f�PpI1C8i0I: � � .v�' Tri-S Pest Co»trol Service State License #: 2003 802 IY. lYaters Avenrie Tampa, Flnrida 33604 Plrone: (813) 936-5850 As per 1041.6 - If soil chemical b�rrier mcthod for trcatmrnt prevention is used, fnal exterior treatment shali be completed prior to linal building approval. . ,� .- * If this noticc is for thc final ezterior treatment, initial and date tlris /ine s ; t'� ? a � j f ��, • - Lritia! Datc " Tri,S Pest Control Service 802 W. Wators Avenue - Tampa, Florida 33604-2946 (813) 936-5850 ! Address Iaspect�l or Treated: rA9 �0 v 1��Q �h l e. inspected on for Wood Destroying Organisms Date Treated on �� 1 for: (Cl�rck a/la�prr�jpriate treatnrents) lante �Sttbterranean Tetmites _ Drywood Tem�ites _ Wood Bm�es _ Moisture Control __ Powder Post Beetle _ Other - inspectors Name: c��C'.Ue11_ N�W CONSTRi�CTION— SOIL TREATMENT CERTI�FICATE For the Preventlon of Subterranean Term#es (As required by Florids Building Code (FBC)104.Z.G) Chemical and Concentration �' �� , . Product: a ag�emis� .05% (Imidacloprid) - Bora Care 23% (Disodium Octabotate Tetrahydrate) (OHeer Chemicals: ) ' Builder Name• � s n '��+ Permit #• Customer #: Address: g��,� � �� '': - �,.: ' ' •;' , E '� x '� �"x Lot Block Datt Time Sq. Feel Lliurtr Ft Galloxs Soil Treatuientr Foundation Re-TrcaMUnt ��,�, , �' I' i ^ `s �"� � >.; Driveway, Pads & Patios Pool Deck r .�{ ,�,*,,,.� , .� , a 3 � �� '� � `� • Final Perimcter � Applicator: � '�.�.� . �:�� , � Trl-S Pest Cantrol Service State Licease #: Z008 802 W. ��aters Ai�enue Tampa, Florida 33604 Plroire: (�13) 936-5854 As per 104.2.6 -!f soil chemical barrier methocl for treatment prevcntion is used, final exterior treatment shall be completed prioc to f nal building approvai. z� • , * If �this notice is for the final crterior treatment, initlal and date this llirc �� }��` � �„ Iuitial Date Tri-S Pest Control Service 802 W. Waters Avenue IMFORTAIVT Tampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State License #: 2008 DD NOT REMOVE Permaaeat Notice of Termite Protection (as r�quired by Florida Building Code (FBC) 104.2.'n � �$c� V is'kC. Lc�oc� 1.� � �. _ Addr of treatn�o�i� I.?it /Block S��t � This structure has been treated for the prevention of subterranean termites by the -. above named company. An atmual inspection and a renewal of the amival tecmite protection contract is necessary for continued protection. Call the phone number above for inspection and contrsct rericvval. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Sciencss Constructio� Materials Testing • Threshold Inapection • Private Provider InspecGon 9802 Palm River Road • Tampa, FL 33619 • Ph (8131740-8506 • Fax (8131740-8706 May 19, 2091 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Lette� Fort King Colony — Building Pad #4 6980 Vista Lago Loop Permit #: 11208 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materiais testing services, and have made every reasonable effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requirements. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the oppo�tunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL EN�IMEERING SCIENCES, INC. Certificate of A,utharizatian IVo. 549/GB33 �� / � 5/�1'��►''��' Mark K. Hardy, P.E. Tarr�pa Branch Manager Professional Engineer No. 57233 06/21/2011 3:35:18 PM -0400 FAXCOM PAGE 3 OF 3 From: 06/21/2011 13:28 #398 P.002/002 �.�,_-----� _ -- ' , � ' .: City of Zephyrhills: �- Building Department , . . . , .� �� - '�:,, - Phone: (S 13)-?80-0020 �, , `' - - Fax: (813)-780-Q021 �� , � �: , -------------------�-----..------ - - -- ---------_�-•___--- ` - -�----._.. _.._ -.-� � TO: Progress Electric Fax results FROM: Jackie � � FAX: 1-866-550-9755 FAX #: � � � ' DATE: 6/22/11 # OF PAGES: 1 of 2 ` Received by: T. Skora Time:_3:33 pm � � : � � . � , MESSAGE: Hello my name is Jackie and I have�units that need to be released for � ' permanent power. Could 1 please receive confirmation by your signature �d time signed � ; above this will go in the file showing that this was called into your of�ce for release. � r � � The address is 6980 Vista Lago Lp; Permit # l 1208, 6870 Vista La.go Lp; Permit #11206, � � � ; And house meters. � , � : Thank you � � � :, Jaclde � � � � � ; 6980 Vista La�o Ln: Permit # 112� � � � ' Unit s ' � � ; 100 102 101 103 104 106 105 107 ; � � ; 200 202 201 203 204 206 205 207 ; � � � 300 302 301 303 304 30b 305 307 ; � � � � b870 Vista La�o La: Permit #11206 ; � � � Units ' � 100 l01 ]U2 103 104 lQ5 106 107 ' � 200 201 202 203 204 205 206 207 ' � 300 301 302 303 304 305 306 307 � � � � � � � � 06/21/2011 2:36PM (GMT-04:00) `: PASCO COUNTY, FLORIDA - Permit No. �� Date Permilted � Z- 7- 2o I U � -�- t�n 1� Builder Name/Owner Name r onlrol # CouniyParcelNo. (N� �"�1��` SubDiv: �Or��n " (�� Address/Location � � � � Classification/Type of Use Ar ��'�o' 1 ��L� t� l TRANSPORTATION IMPACT FEE � Rate: Sq Ft Unit �, /73 � `�`�' Exempt [� Yes [] No How Determined Impact Fee Amount $ � ?�O Zone No. T�� SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ 4�I- q b� Zo (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt � Yes [] No How Determfned PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ ( 5� � ( J' • � � Exempt ❑ Yes � Na How Determined LIBRARY FEE �and Account �and Credit Land Total Facility Account Facility Credit Facility Total Exempt � Yes ❑ No How Determined Total Amount �_ RESOURCEFEE ERU TOTALAMOUNT � Prepared By ' y Checked �y NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL 7HE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply accepta�ce of concurrenpe, but simply recelpt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of paymenl for same. QATE R�CEIVEQ BY RECEIPT NO DATE BY .� City of Zephyrhills , � BUILDING PLAN REVIEW COMMENTS � �� I , �S ��3 Contractor/Homeowner: ��bY � ��( �.-U�! �� C Date Received: 3" Z�" l� Site: �'1 .. � �. f �, �G�i � S Permit Type: /S ! S � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �� / Kalvi wit er — s Examiner Date Contractor and/or Homeowner (Required when comments are present) � I1� Jacqueline Boges , From: Jacqueline Boges / Sent: Monday, April 04, 2011 8:06 AM [� ZC�{� To: 'Casey Porter' Subject: RE: REVISIONS I( 7'� Attachments: revision cost for fort king.pdf , � � � �-. See attached. For future reference building department revision cost is $40.00 our basic permit cost. Do not have invoice for that. From: Casey Porter [mailto:cporterCa�firstflorida.com,] Sent: Friday, April 01, 2011 4:07 PM To: Jacqueline Boges Subject: RE: REVISIONS Jackie, Would it be possible to forward me an invoice via email so I can send it in to the main office to cut a check cut? Thanks From: Jacqueline Boges [mailto:jboges@ci.zephyrhills.fl.usj Sent: Thursday, March 31, 2011 1:03 PM To: Casey Porter Subject: REVISIONS HELLO Casey, Revisions are ready for you to pick up cost due is $325.00. Thanks Jackie Boges Code Support Specialist e�rt. 3513 i ZE�'�iYRHILLS FIRE DEP.ARTMEN� 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chiet Keith Wiliiams Bus {813)780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: � Contractor: _�s 1_�...,� Business Name: — , Billing Address: _� �v�, �� f� Business Address: — /j/J,C, ,� ,', 33Jc• � Business Phone No.: Billing Phone No.: Business Fax No.. Billing Fax No.: Contact: Contact: PLAN REVIEW FEES �� INSPECTION FEES PERMIT FEE FALSE ALARM FEE Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C Multi-Family/Commercial 1st Re-inspeCtion N/C Standpipes $50 2nd Alarm N/C (Minimum C $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C Plan Revisions DBl 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alartn $2pp 0- 25 Heads $50 violations corrected) Naturat Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� m�k $5p STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 Per syscem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 An�ual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 nnnuai Wet $50 OTHER Waste Tire Storage $SO Annual Dry $50 Fire WalUSmoke Wall $15 perwan Gener'dtor < �(y� $100 CO2 $50 LP Gas $25 pertank Generator >30 KW 150 Other $50 Natural Gas $25 Pe� sys�em BiaHazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � HoodlDucts $50 TeM 10'x10' or greater $15 per tent Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annuat LP Instanation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 B Exhaust HoodJDuct $30 Natural Gas Installation $50 Re DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours 8 Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTA �-'� — INSPECTION TOTAL �� PERMIT TOTAL � TOTAL C_ _ J GRAND TOTAL / �� Comments: y .� � �� Date: �� / Insq��etor: -1'✓y /.>�i/' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received �— 2�'— (� phone Contact for Parmittin — Owner's Name I ��'1 �ll.. Owner Phone Number Owner's Address Owner Phone Number � Fee Slmpie Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # � SUBDIVISION � . PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK L�� n�'E� E�-� ��oJ � /�SS r'ti � �i� �'�l L( t( � S.� BUILDING SIZE SQ FOOTAGE� HEIGHT QBUILDING $ VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. , QPLUMBING $ � / j�j�� `C` / /}1/1 � ,CC v cJ � { QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION .. � � QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y 1 N Address ' License # � ELECTRICIAN � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address Ucense # PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N � Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of E�ergy Forms; R-O-W Permit for new construction,. Minimum ten (10) working days after submittal date. Required onsite, Constructlon Pians, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster; Site Work Permit for subdlvisionsllarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new constructlon. Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new proJects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '"'"PROPERTY SURVEY required for all NEW constructlon. Directions: Fill out application completely. Owner 8 Confractor sign back of application, notarized If over:2500, a Notice of Commencement is required. (A/C upgrades over;7500) '* Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of ApplicaUon Only) Reroofs if shingles Sewers Senrice Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The unde�signed understands that this permit may be subject to °deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. if the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block° of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTlUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, wiil be identified at the time of permitting. It is fu�ther understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Fu�thermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Flvrida Statutes, as amended): If valuation of work is $2,500.00 or more, I ce�tify that I, the applicant, have been provided with a copy of the °Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that ail work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that 1 understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to• - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WateNWastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetiand Areas, Aitering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following rest�ictions apply to the use of �II: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1} acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shail issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or ff work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed and bwom to (or afflrmed) before me this by y Who is/are personally known to me or has/have produced Who Is/are personally known to me or haslhave produced as ldentlficatlon. as idenHficatlon. Notary Publlc Notary Public Commission No. Commission No. Name of Notary ryped, printed or stamped Name of Notary typed, printed or stamped � Zephyrhills Fire Rescue 6907 Dairy Road, 7eph��rhills, FL 3��42 1�'irc Marshal Bus (813) 780-0041 Kerry Barnett Fax (813) 780-0044 I:-mail: kbarnett�a;lire.iepllyrhills.fl.us Plan Review #: 11-029 Project: Revision to Rated Ceiling Assembly Number of Pages: 3 March 25, 2011 I have received and reviewed the revised plans for the rated ceiling assembly located at Ft King Colony Apartments and will allow the project to move forward. By paying for permit, contractor acknowledges to comply with the items below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. KERRY BAR ET , RE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. . ,.,�T.�..,,�„- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � {�S� �lb r � �Cc � � C Date Received: 9-.3 !� Site: ��`/�+- �» � Permit Type: �O �� /ry�� l �� Approved w/no comments: ❑ Approved w/the below comments: � Denied w/the below comments: ❑ �� ,� This comment sheet shall be kept with the pernut an or plans. �ia'�'�,i' `�' SEP 1 4 Z 010 Kalvin Switzer - Plans Exazniner Date n r an or Homeowner equired when comments are present) Plan Review: Fort King Colony �.} f�f� w�rk shall be in accordance with 2007 Florida Building Codes, ��a8 National Electric Code, Zephyrhills Land Development Code, and City of ?_�phyrhills Ordinances. �) �Ni�f need cont:ract�s on all of the buildings and the clubhouse bPfore permit�s are released. 3� � r�m�val permits req�aired before site work can begin. � j C:��a� exits shall be designed to the standards of 7E-29 �f � h� St.at:ev�ide t.lrba�� Design and Specification manual. '� j`�ilt ��r�ce wilf be req«ired ar�und entire site �) C:�►�lpaction test will be required. �'t P��1_hir�� is to b� installed, built or erected in Right of Way witho�at R��ht of Way �ase permit. h} Af� set-backs shall be met. �1 !�{! A.I�.A. requirements shall be met including common areas, ��ar�,ing, sidewalks, and dwelling units. 1.�} ,��I fire walfs, penetrations of fire walls, sprinklers, screw ins�ect and fire related inspections shall be done by the Fire Mar i�.1 [vc��l��ng is to be b�ari�d or covered without inspections first. � 2l ,t��ggerer� construrtion is recommended on this project. Please feel free to contact me with any questions you may have. Kalvin Switzer City of Zephyrhills Building Inspector/Plans Examineer 813-714-0157 kswitzer@ci.zephyrhills.fl.us 6980 Vista Lago Lp-Building 4 22,173 sq. ft- 24 units Building type VXII 1st Floor-100-107/2nd Floor- 200-207! 3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 22,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 991,209.00 FEE SHEET $ 2,664.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 2,777.28 ELECTRICAL: $ 599.40 PLUMBING: $ 399.60 MECHANICAL: $ 279.72 SUB-TOTAL $ 4,056.00 buildin surcha a $ TOTAL 5 4,056.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,340.58 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: S 2,060.58 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5% $ 632.40 TOTAL: f 73,280.40 24 units SUB-TOTAL $ 63,933.78 PARK IMPACT FEES S 15,813.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units —Pay entire pertnit fee of 5176,121.02 -- T I F'S : S 50,976.00 99% $ 50,46624 Or 25% of TIF at permit pick up and remaining 75% of TIF before pre meter 1 % $ 509.76 (25% TIF Fee) - 512,744.00 + 563,933.78 =576.677.78 due at permit pick up TOTAL: $ 175,788.42 (75% TIF Fee) - E38 ,zas.00 + sso,s�s.s4= sas ,110.64 due b4 pre meter 6980 Vista Lago Lp-Building 4 22,173 sq. ft- 24 units Building type VXII 1st Floor-100-107/2nd Floor- 200-207/ 3rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 22,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 991,209.00 FEE SHEET $ 2,664.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 2,777.28 ELECTRICAL: $ 599.40 PLUMBING: $ 399.60 MECHANICAL: $ 279.72 SUB-TOTAL $ 4,056.00 buildin surcha e $ TOTAL S 4,056.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ - TOTAL: E 44,536.80 WATER METER: $ - N!A IRRIGATION METER $ - N!A FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,340.58 INSPECTION TOTAL. $ 720.00 PERMIT TOTAL TOTAL: = 2,060.58 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5% $ 632.40 TOTAL: S 73,280.40 24 units SUB-TOTAL $ 63,933.78 PARK IMPACT FEES S 15,913.44 24 units SIF'S: $ 44,515.55 100.0°h $ 44,5'15.55 1.0°h $ 449.65 TOTAL: = 44,965.20 24 units —Pay entire pertnit fee of 5176,121.02 -- T I F'S : E 50,876.00 99% $ 50,466.2a Or 25% of TIF at permit pick up and remaining 75% of TIF before pre meter 1 % $ 509.76 (25% TIF Fee) - 512,744.00 + 563,933.78 =E76,677.78 due at permit pick up TOTAL: $ 175,788.42 (75% TIF Fee) - E38,232.00 + 560,878.64= 599,110.64 due b4 pre meter 6980 Viata Lago Lp-Building 4- 22,173 sq. ft- 24 units Butlding type VXII 1st Floor-100-10T/2nd Floor- 200-207/ 3rd Floor- 300-307 Sfl. FEET PRICE MAIN OR LIVING: 22,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 991,209.00 FEE SHEET $ 2,664.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 2,777.28 ELECTRICAL: $ 599.40 PLUMBING: $ 399.80 MECHANICAL: $ 279.72 SUB-TOTAL $ 4,056.00 buildin surchar o $ 332.60 TOTAL S 4,388.60 SEWER: $ 33,768.00 WATER: $ 10,788.80 IRRIGATION: $ - TOTAL: S 44,536.80 WATER METER: $ N/A IRRIGATION METER $ - NIA FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,340.58 INSPECTION TOTAL: $ 720.00 PERMIT TOTAL TOTAL: S 2,060.58 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 8,552.00 5% $ 832.40 TOTAL: S 13.280.40 24 units SUB-TOTAL $ 64,266.38 PARK IMPACT FEES S 15,973.44 24 units SIF'S: $ 44,515.55 100.0% $ 44,515.55 1.0% $ 449.65 TOTAL: S 44,965.20 24 units —Pay ontire permit fee of 5776,127.02 -- T I F'S : S 50,976.00 99% $ 50,466.24 Or 25% of TIF at permit pick up and remaining 75 of TIF before pre meter 1 % $ 509.76 (25°h TIF Fee) - 512,744.00 t j6q,y66.38 =i77,010.38 due at permk pick up TOTAL $ � 76 (75°k TIF Fee) - S38,232.00 + j60,878.64= 589,110.64 due b4 pre meter Type XVIII 24 units SQ. FEET PRICE MAIN OR LIVING: 22,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ - VALUATION $ 991,209.00 FEE SHEET $ 2,664.00 ADDRESS $ 35.00 DRIVEWAY $ 35.00 BUILDING: $ 2,787.28 ELECTRICAL: $ 599.40 PLUMBING: $ 399.60 MECHANICAL: $ 279.72 SUB-TOTAL $ 4,066.00 RADON: $ 221.73 TOTAL 5 4,287.73 SEWER: $ 33,768.00 $ 1,407.00 WATER: $ 10,768.80 $ 448.70 IRRIGATION: $ - TOTAL: $ 44,536.80 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE $ 3,912.00 $ 163.00 FIRE $ 4,200.00 $ 175.00 5% $ 405.60 TOTAL: � 8,517.60 SUB-TOTAL $ 57,342.13 PARK IMPACT FEES S 15,913.44 $ 663.06 SIF'S: $ - $ 1,855.00 100.0% $ 1,855.00 1.0% $ 18.55 TOTAL: S 1,873.55 T I F'S : S 50,976.00 $ 2,124.00 99% $ 50,466.24 1 % $ 509.76 TOTAL: $126,105.12 Submit by Ema�l Pririt Form 813-780-0020 City of Zephyrhills Permit Application / / --� - i , Q BuildingDepartment /��.,/ �/�� j � / I �f �J�„J �.� C� / i � ri Date Received � Phone Contact for Permittin -- owner's Name Fort King Colony Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Owner Phone Number I! 11 Fee Simple Titleholder Name King �nve5tm2flt5 LLC Owner Phone Number Fee Simple TitleholderAddress �409Tech Boulevard, Suite 1 Tampa, FL 33619 Joe ADDRESS ter Lane Zephyrhills, FL 33541-2503 LO7 #� SUBDIVISION ___ lJ Q f 5' l. �(h �� ppRCEL ID# 3-26-21-0010-01400-0000 (08TAINED FROM PROPERTV TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN Q MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM � OTHER TYPE OF CONSTRUCTION �} �•' CK � FRAME Q STEEL Q OTHER �T DESCRIPTION OF WO BUILDING SIZE Single story S� FOO7AGE S6 HEIGHT 14'-7 S/16" Q BUILDING $ O VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ • AMP SERVICE � PROGRESS ENERGY Q W R.E C 3 Q PLUMBING $ � � MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION Q GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS � 50 FLOOD ZONE AREA �YES �NO BUILDER \A �} COMPANY First Florida, LLC � SIGNATURE V V * REGISTERED Y I N FEE CUftRENT Y/ N Address �icense # GC1508917 -� ELECTRICIAN � G � COMPANY Adkins Electric IfIC. . � SIGNATURE i---�"'�� REGISTERED Y/ N FEE CURRENT Y/ N Address Lwense# EC0000411 PLUMBER � COMPANY ulf Coast Plumbing of Central Florida, In�� SIGNATURE � RECisiEREO Y/ N FEE cuRRErvt Y/ N Address License # FCO24520 MECHANICn� �� COMPANY ri-Tech Air Conditioning, Inc. SIGNATURE � REGISTERED Y/ N FEE CURRENT Y! N Address License# AC1816078 s 9 .�.....w� OTHER /. /`� COMPANY ayne Automatic Fire Sprinklers, Ir1c. �I SIGNATURE �f� REGIS7ERED Y! N FEE CURRENT Y/ N Address 3226 Cherry Palm Dr, Tam,p�,,, 9846600012008 619 �icense # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Bwlding Plans, (1) set ot Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date Required onsrte, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Reqwred onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Permit for all new pro�ects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction Directions: Fdl out application completely Owner 8 Contrector sign back of apphcation, notarized If over 52500, a Notice oi Commencement is required. (A/C upgrades over 55000) "" Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Applica[io� Only) Reroofs Sewers Service Upgrades A/C Fences (PIOUSurvey/Footage) Driveways-Not over Counter ii on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO I PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JUR,4T (F. OWNER OR AGENT CONTRACTOR ubscribed and sworn ko (qr affi befor m this y c� Subscribed d swo f b r e's �p O by W 1 � 11�1fYt�� b Wh s/are personally known to me or has/have produced are DQrsonel k�nwn to me or haslhave produced s identification as identification. ` �� Notary Public � Notary Public Commission No. Com ission No. '�/ii.1\, ��I'��I'\ am ta an e�p t d rst d N me of Nota t ed, rinted or stam ed ry �vpL9ty�U �[��Si FIOridB ry YP P P � RY PU FABIANA R. CABEZA , Stavroula Kelesidis ��`';..,, Q My Cotrimission DD941795 ,� � �* MY COMMISSION # DD 632001 �„ [�cpires a�nsr2o�a EXPIRES: April29, 2011 ��'re F; ra� Bonded Thm Budget Notary Services ��`i��.,�,� �� /4�� 69Q7 �airy Road, Zephyrhills, �L 33542 Fn�e G�it;f K�e[h Uilipii�ms �3us (�13) (�Ow00�1 F�x (813)78�-UO�b✓b FIRE SERVICE USER FEES Occupancy No.: �.-, �' / Plan No.: G' � Contractor: f ��716; �`/� ��- Business Name� � ,� � �i9 - /`- Billing Address� .3� ch. �,�j �C� Business Address: � ,� •. Business Phone No : ` Billing Phone o.: Business Fax No.: Billing Fax No.: Contact. Contact: PLAN REVIEW FEES tNSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan N/C Annual N/C Sprinkler $50 tst Alarm N/C '� Mu1ti-FamilyiCommercial sf� 1st Re-inspection N!C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2�d Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $SO 4th Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $�sp SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers g�pp � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $4$ per system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 8 System Acceptance $50 � Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 �,�( Fiammable Application $50 Annual Wet $50 OTHER ��L' �� Waste Tire Storage $SO Annual �ry $50 Fire Wall/Smoke Wall 15 per wal� Generator < KVV $100 CO2 $50 LP Gas 5 per tank Generator >30 KV1l 150 Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST � Fumigation Tenting $50 � Hood/Ducts $50 er�-t9`a r er tent ' TorCh PoUApplled $50 OTHER Fire Pump � Haz. Materials $100 Annual LP Installation per tank $50 Flfe Suppfe551on $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 Re DBL (Per 5ystem) (other than annual) � Spray Booth $SO � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL I__� INSPECTION TOTAL �� PERMIT TOTAL �I TOTAL I ___ I /.3'�``-�'. _S`� [!�"'� - GRAND TOTAL � Comments. Date � � l ,, InsR��ctor �!✓ � � Zephyrhills Fire Rescue (907 Dairy Road, leph��rhills, i� L 3�5�2 Pire Macshal 13u5 (813} 7b0-0041 Kerry 13arnett f�'ax (81 ;) 780-U04%� E-mail: kbarnett�a;.fire.�ephyrhilis.(l.us Plan Review #: 10-105 Project: New Construction Number of Pages: 91 September 17, 2010 I have received and reviewed the revised plans for the construction of the several types of 3-story apartments located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Separate fire alarm plans by the alarm contractor shall be submitted along with cut sheets of all devices and battery calculations to obtain a permit to perform this job. 2. Separate plans by the underground fire line contractor shall be submitted along with cut sheets of all pipe, fittings, and valves, etc... to obtain a permit to perform this job. 3. Separate plans shall be submitted by the fire sprinkler contractor along with calculations, cut sheets on all valves, sprinkler heads, pipe, hangers, etc...to obtain a permit to perform this job. 4. Lightweight truss and floor signs are required to be installed on the building at the main door and every 100 feet. Sign shall be an "RF" sign and installed at a height of 4-6 feet to the left of the door. (FAC 69A-60.008) 5. Label all access doors to what they are for any utility, etc... 6. Label attic access door. 7. Label meters in accordance to the apartment number. 8. Units B3 and B4 require a smoke detector outside the master bedroom. 9. Ensure penetrations to any rated floor/ceiling and wall are by a listed method approved by this authority. The listed method shall keep the required rating intact. 10. A fire extinguisher and smoke detector maintenance program shall be developed and kept at the main office to ensure they are being serviced at required times. Inspection Required: 1. Rated walls and floor/ceilings shall have a screw inspection for every layer of 5/8" rated drywall installed as well as an overall final. 2. A penetration inspection will be required. F' �r�da Building Code Online Page 1 of 2 . " ` . ":;�'-� �.:� ; � :£..> . � ,�:� :� s " � ' `-�` ;'.t' .�er.^:" ,�;.:'�.K.'s=.� r.: . ;r , a ¢• v � �� K �� ' . ,�� ;�i ..�. ' a's=� `i ,. �� ... z � "v�Y:� x �r 5> : " . � , � �:;,. 3fi»�' . , . , ry i. . �^ . .. �� .,t,„:'v��?:: 'q�v�� „ " F.x�, ., ` . . _� . . ° „ .., '..� �r' }+,� g�'u'�'P�1�, 7, , . -""� � "�� "�, �rc . ... .. . �..�: f �'„ra�x�x-. , ..�:�-•� . , � � x �,d.� ��-r-� � � , :: . .. = BCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ` � °�� ' Product Approval ,, ,` , � `F , � USER: Public User �^w �t.s:- . � t �� . . R ' Product Approval Menu > Product or Appiication Search > Application List > Applltation DEWiI } • ;� s : _ , FL # FL7091-R2 `�� ` Application Type Revision , .,. . , � : ,�' .. A E�4 Code Version 2007 a. �� g K x c, � Application Status Approved � '°''' Comments . .. _. _ ��.K .. ' 3x. �"`�• . Archived Product Manufacturer Masonite International Address/Phone/Emaii One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email � Category Exterior poors ' Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Insti�ute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 - TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuildin�.or�/pr/pr apn dtl.asx�x?varam=wGEVXOwtDavWn1JRMYF;r7N?_7C`miT.WoN 4i�qi�nnq Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval O1/07/2009 Date Approved 02/03/2009 ;Summary of Products � � i FL # Model, Number or Name Description � 7091.1 Metal-edge Stee� Door in Hollow 6'-8" Single Inswing or Outswing Door Unit 3 i Metal Frame � ; Limits of Use Certificatlon Agency Certificate ! Approved for use in HVHZ: Yes FL7091_R2_C CAC_NI006591-R2.PDF ' Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date ; Impact Resistant: Yes 12/30/2010 � Design Pressure: +80.0/-80.0 Installation Instructions � Other: Evaluated for use in locations adhering to the FL7091_R2_II_FL7091 6_8 Opaque Anchor pdf � Florida Building Code including the High Velocity Verified By: National Accreditation & Management ; Hurricane Zone, and where pressure requirements as Institute, ; determined by ASCE 7, do not exceed the design Created by Independent Third Party� ; pressures listed. 3'-0" x 6'-8" max nominal size. When Evaluation Reports i large missile impact resistance is required, hurricane Created by Independent Third Party• i protective system is not required. See installation detail i DWG-MA-FL0150-06 for additional information. Back Next DCA Administration Department otCommunityAHai�s Flor/da Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, F/orida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. Ail rights reserved. �4pvriaht and Disclaimer. Product Approval Accepts: � � V1tHEi�►p � iseat+W Yl11f�Y � httt�•//un�nx� flnrirlahiiilr�ina nra/r�r/nr ar�r� ratl acr�v7r�aram�z�(:FVX(l�xrtTlnv�J�Tr�TT52AiTVf'r'7AT7 1(:r++1 �T�1�.T-� nr�oi�nno NAMI NOTICE OF PRODUCT LINE ��"' . CERTIFICATI4N �� CertiFcatjon No.: NI006591-R2 Pa�e 1 Date: 06/14i2006 � Revision Date: 12/18/2008 Certifcation Program: Structural Company: Masonite International Code: M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of fl�is form and a certification label is applied to the pmduct. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediatefy if data, as shown requires corrections. ` Company: Masonite Interna'tional Corporation 1955 Powis Road West Chieago, IL b0185 Product Line: Masonite Metal-EdQe ImDact Rated Steel Door with Houow Metaf Steel Frame Test Report: NCTL-210-1915-1,2,&3 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: 3ambs and head constructed from 4-5/8" 18 gauge steel. Head/Jamb corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.417" thick steel sldns. Top and bottom rail constructed from wood. Stiles of continuous roll-formed steel employing a high impact styrene thermal barrier. Interior cavity filled with rigid polyurethane. Section 2: Additional Supportive Test or Acceptsnce Data Provided with Certification Documentation inciudedl: 2.1 Anchar Performance Calculation Report-Performed by Eric S. Nielsen, P.E (Florida P.E. No. 41323) 2.2 Surface Burning Charscteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. #15977-104313, �This infom�ation is provided es a com�iux;e for conwmets, buikiing depertments and'u�spxtors and is not consideted part of dtis cetification Sce additional Pages of Certifccation for Certified Product Line Malrix(s). 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A . �q.. .� � � „ : n( � �� ° x< � e� S� _�� . ... .. . >, ,. � . e � ��w . . 4.. , . .,�'.:_,...-,,. ,<..,R€t, sMe'�•{'cw.k .,.i R� �}. . .*,_., , . . . . � Dti��`� � , Q 2 BCIS Home Log In User Registration , HOt Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links 5� 4 ' �£� � 7 � � � � Product Approval � USER: Public User P.A� Product A�proval Menu > Product or ADpllcation Search > Aoolication List > Application Detail FL # FL13265 �� •��°< 3, : � : Application Type New k ,° ? Code Version 2007 .� ._, i : �a : � ��,�±:- Application Status Approved a Comments � �uVas�s$'�v � � �,«�' Archived �" � a �.,,x:s :w�,. ; ,Y�,.f,,:�,9 ,.. E �" ��`. ""' Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technicai Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 httn•//wwwflnriclahnil�linanra/r�r/nr ar�r� �ltl nici�nin Florida Building Code Online Page 2 of 3 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/01/2011 Validated By John Southard, P.E. � Validation Checklist - Hardcopy Received Certificate of Independence FL13265 RO COI RIO - Certificate of Inde�endence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Produd Approval Method Method 1 Option D Date Submitted 11/04/2009 Date Validated 11/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 Summary of Products T �� FL # Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber-cement so panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 ' RO II install-hardiesoffit-hz10 pdf Approved for use outsPde HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13265 RO AE HardieSoffit Florida Anal�sis_il-6� 07-0418.04. FL13265 RO AE NOA 07-041804.pdf Created by Independent Third Party: Yes � Baek Hext Department of Community Affalrs F/orlda Buf/ding Code Onllne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 313 9 9-21 00 (850) 487-1824, Fax (850) 414-8436 c0 2000-2010 The State of Florida. All rights reserved. Privacv Statement � Coovriaht Statement � AccessibiliN Statement ( Plua-in SoRware � Customer Service Survev � Contact Us Product Approval Accepts: 1�,f4,.•//......... fl.�.,-:.7.,1.,,;1.a;,�... ...-../«../«.- .,«.. .a+l .,... A/C M(11 n F�.orida Building Code Online Page 3 of 3 .; � �i;heck veF7$d�n � 5acured YBR�FY � H4tt�•//��'c:rtir flnri�loh»i��inn �rn/r�r/r�r ns�r� �tl nos�v7r�nrnw.—��.l A/C/'lllt/� . � Hard y y��, � JamesHardie Panels .._ EFFECTIVE APRIL 2009 I!V>1AI.1 r�l l()N RE(�IJIHEMENiS - F'f�1MF[) r?,� t;()C(lNPI iJS' PIsCDlif;l � visitwvr�;;james�:ar�iecoi��torthemostrecentversion. IMP4RTANT: F�1ILURE TO INSTALL AND FINISN THIS PRO�UCT IN ACGOHDANCE WITH APPLICABIE BUfLDING CODES AND JAMES HAR�1E WRITTEN APPLICATION INS7RUCTIONS MAY LEAD TO PERSONAl. INJURY, AFFECT SYSTEM PERFORMEWGE, VIOLATE LOCAL BUILDING CODES, AND VOIQ THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATiON, CONFIRM THAT YQU ARE USING TNE CO�RECT NARDIEZONE INSTRUCT30NS. INSTALLATION OF HZ10T"^ PRODUCTS OUTSIDE AN HZ10T"' I.00ATION WILLV(}lD YOUR WARRANTV. TO DEfERMINE WHiCH HARLl1�ONE APPIIES TO YOUR LOCATiON VISIT WWW.HAROIEZONE.COM OR CALL 1-8f�-942-7343 $66 9HARDI STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS Store flat and keep dry and oUmOORS INDOORS covered prior to installation. Installing � P0�0� cut6ng sta6on so ihat wind will blow dust away from user 1 Cut only using score and snap, w shears (manual, electric or pneumaticl� and others m worldng area Z. Position cutting station in well-veMilated area siding wet or saturated may result in 2. Use a,e of u�e rdlowiny mema�s: shrinkage at butt joints. Carry planks a. Best i. Score and snap ii. Shears (manual, elechic or pneumalic) - NEVER use a power saw indoors on edge, ProteCt edges and Corners b. Better i. Dust reducing circular sav equipped witli a - NEVFJi use a ciralar saw blade that dces not carry me Hardie&ade saw blade trademark from breakage. James Hardie is not Hardie&ade'sauv bla� �d F�PAvacuum extraction - NEUER dry sweep - Use wet suppression or NEPAVacuum res onsi bie for c. Good: i. Dusl reducing circula saw wiih a HardieBlade saw blade p (ony use fa law to moderate cuttin� damage caused Impatant Note: Fa ma�dmum protec6on Qowest respirabie dust production), James Hardie recanmends always using "Best" culting methods where feasible. by improper Stordge and NIOSFI-approved respirffias can be used in conjuncfiai wi[h above culting praclices to further reduce dust exposures, Addroonal exposure infamation is availat�e at www.jarneshardie.com to help you ctetermine ihe most appropriate cutting melhod for your job req�rements. If concem stili exists aboirt expos��re levels or you handling of the product. do not compy w�h the above pr�tices, you should ah.vays consutt a qual'rfied industrial hygienist a contact James Hardie ta further infortnafion. �ce�,u• GENERAL REQUIREMENTS: • HardieSoffit� panels may be installed over either steet or wood framing complying with the local building code. Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), • All edges must be supported by framing. (figs. 3& 4) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.5). • Install kickout flashing at roof-wall junctions. (fig 6.) �' • DO NOT use stain on James Hardie� products. Figure 1 � INSTALLATION: / _ � / ; • HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. / ____ --� I i • Additional framing may be needed to ensure proper fastening. —__ • Soffits can be installed as shown in figure 1 Position the vent holes toward the outside of the eave —:: for optimal airflow. • 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per ventir�ig to outside of 1it18dl f00t. eave shim • Alternatively vents can be installed into non-vented soffit. rascia �wood� Hardiesotrt i'� • If necessary, an insect screen can be instailed using construction adhesive. s„btasaa vented panel � Note: net free ventilation will be reduced. ' Fastener Requirements siding �-' • Positipn fasteners 3/8" from panel edges and no closer than 2" away from corners when using soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methods Figure 4 • Install panels in moderate contact at ends, provide PVC or rnetal jointers, battens or leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit framing framing less than or equal to member member � 2" Wide Soffit moderale contact H-jointer �keep fasteners -- 2" awaY 1 - • . . . ifmm comers �/ f2ming \ framing t" from end of sofit � 318" Trom edge of soffit member � member U • �' 318" irom edge of so�it ° 'v . . � leave appropriate gap � � batten and caulk 'For additional information on HardieWrapT"' Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie' produds confain respirable crystalline siiica, which is ivawn lo the State ot Califomia to cause cancer �d is considered by IARC and NIOSH lo be a cause oi car�cer irom some occupational souroes. Breathing excessive ana�nts ot respirable silica dust can also cause a disabling and potentialty fatal lung disease calied silicosis, and has been Nnked witl� oMer diseases. Some studies suggest srtaking may inaease tl�ese risks. During installation or handling: (1) work in outdoa areas with ample vent�ation; (2) use fib� certrent shears tor cuttiny a, where rrot teasible, use a Hardie8lade saw blade and dust-redudrg dreiAar saw attached to a HEPA vacuum; (3) wam olhers in Ihe irtmediate area; (4) wear a prop�iy-fitled, NIOSH-approv� dust mask or respiretor (e.g. N-95) in accordance with applicable govemment regulations and manulaclurer insWctions b further lir�rit respi2ble silica exposures. During clean-up, use HEPA vacuurts or wet cleanup melhaJs - never dry sweep. For further irdormaiion, refer to aw instaYa6on instructions and Material Safety Dafa Shcet availaWe at www.jameshardie.com or by cal�ng 1-800-9HARDIE (1-80Q942-7343). FAILURE TO AOHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. � SF0904-P112 4109 � y�_ . Maintain a minimum 1" gap between Figure 6 �;, KICKOUT FLASHING gutter end caps and siding & trim � ��' Because of the volume of water that can pour down a sloped roof, Step�shing / ,�, one of the most critical flashing details occurs where a roof Fi ure 5 ��-�n�e , 9 „�,,, /� intersects a siderr�all The roof must be flashed with step flashing ��, ' :` Where the roof terminates, instali a kickout to deflect water away b � �.a�n� from the siding. It is besi to install a self-adhering membrane on the �'"�`��" wall before the subfascia and trim boards are nailed in place, and siding � then come back to install the kickout. °°P `�� Figure 6, IGckout Flashing= To prevent water from dumping behind fascia the siding and the end of the roof intersection, install a"kickouY' of sufficient length and angle to direci the water running down the roof gukerand end cap away from the siding FASTENER REQllIREMENTS • For �vood frame construction a minimum 4d common nails spaced 8" o.c. at panel edges and intermediate framing members spaced up to 24" on center are suitable in mast locations*. • For conver�ional 20ga steel frame construction a minimum No. 8-1 S x 0.323" HD x 1" long ribbed bugle screws spaced 6" o.c. at panel etlges and intermediate framing members spaced up to 24" on center are suitable in most locations" "Minimum Basic Vlind Speed differs by locality. Where spec'rfied levels of wind resistance are required, refer to appiicable Building Code Compliance Reports. �ENE(3AL FASTENING RE(�UIREMENTS • Consult appiicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve spec�ed design wind loads. Electro-galvanized are acceptable but may exhibit premature corrasion • NOTE. Published wind loads may not be appiicabie to ail areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible fa the corrosion resistance of Technical Services if you are unsure af applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in very • Fastener heads should fit snug against siding (no air space). (fig. A J humid climates. • Do not over-drive nail heaci� or drive nails at an angie. • If nail is countersunk, caulk nail hole and add a nail. (fig B) PNEUMATIC FASTENING • For wood framing, under dnven nails should be hit flush to the plank with a Jam es Hardie products can be hand nailed or fastened with a pneumatic tool hammer (For steei framing remove antl replace nai�. Pneumatic fas[ening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surtace of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help controi the Countersunk, � depth the nail is tlriven. If setting the nail depth proves difficutt, choose a Caulk $ � � add nail setting that under drives the nail. (Drive under driven nails sr�g with a do not under oo rwr smooth faced hammer - Does not apply for installaGon to steel framing), Fig A Figure B drive nails °T� CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying with ASTM DO NOT use stain on James Hardie� products. James Hardie products must be C920 6rade NS, Class 25 or higher or a Latex Joint Sealant eomplying with painted within 180 days for primed product and 90 tlays for unprimed.100% ASTM C834 Caulking/Sealant must be applied in accortlance with the acrylic topcoats are recommended. Do not paint when wet. For application rates caulking/sealant manufacturer's written instructions orAS7M C1193 refer to paint manufacturers spec�cations. Back-rolling is recommended if the � siding is sprayed. COl�OAPLUS� TECHNOLOGY CAULK(NG, TOUCN-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus•Technology touch-up applieator Touch-up paint should be used sparingiy If large areas require touch-up, replace the damaged area with new HardieSoffit' panel with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matchetl caulks are available from your ColorPlus dealer. • Treat all other non-factory cut edges using the CdorPlus Technology edge coaters, available from your ColorPluss product dealer. PAINTING JAMES HARDIE�' PRODUCTS WITN COLORPLUS� TECHNOLOGY When repaiMing ColorPlus protlucts, James Harde recommends the following regarding surface preparation and topcoat application, • Ensure the surtace is clean, dry, and free of arn dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oiValkyd base paints on James Hardie� products • Apply finish coat in accwdance with paint manufacturers written instructions regarding coverage, application methods, ar�d application iemperature "The illustratlon (figure 6) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription infamation, visit www.jlconline.com. RECOGNITiON: In accordance wilh ICC-ES Legacy Report NER�405, HardeSofBt panel is recogn¢ed as e sutade alterrete to fhet speciSed in: the BOCA �tianel BWd�np Code11999, ihe 1997 Standard Building Code, fhe 1997 Uniform Bu�dng Code, Ihe 1998 IMerne6o�l One- and Two-Famiy Dwdling Code, the 2003 Inteme6an� Buidng Code, and Ihe 2003 Internatanal Res7dential Code kr One-and Two-Farroly Dwellings. Herdesofit panel is elsorecogn¢ed for epplicaYon in the fdlowing: Ciry of Los Mp�es Researoh Report No. 24862, Slate of florida lis9ng FlpB�, pade County, fiaride NOA No. 02-0729.02, U.S. �ept. of HUD Meteriels Releese 12Gic, Texes DepeAment oi I�vance Produc! Eveiva6on EG23, C7ty d NewYak MEA 22393-M, and CaliFana DSA PA-019. Tf�ese tbcumenfs sAald also 6e consultedfa add6onal infamation conceming tlie sui�bliy d tlris producttor specific epdications. m 2009 James Hardie Intemational Finance B.V All rigMs reserved Please visit www.jameshardie.com � TM, sM , and � denote trademarks or registered iradema�cs of for Rdditi�nal Product Informabon and ��/�j � James Hardie International Firiance B.V � is a registered Availability Installa6on Infomrafion v� � JamesHard�e trademark of James Hard�e Intemational Finance B.V. WamlllgS and Warranties SF0904P2/1 4/09 PROJECT Ri0-2167-09 ENGINEERiNG EVALUA�'i(aN R�POR7' FOR A°I'TACHING JAMES HARD{E� BRANC7 F(BER-GEMENT SQFFIT PANELS TtJ V1100D FRAMER EAVES WlTH VARIOUS FASTENERS JAM�S HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FO�ITANA, CA 92337 TABLE OF CONTEIUTS PAG E Reference I�eports and Resuits 1 Purpose c�f Analysis � Table 2; Pressure tn be Resis#ed for �xposure B 1 Tabl� 3: Pr�s�ure to be Resisted for Exposure C 2 Table 4. �'ressura to be Resisted Ear Exposure D 2 17esign Wind Load Procedures 2-3 Tabfe 6: Maxinnum Wind Speed (MPH - 3-sec gust) for V�rious HardieSaffit widths and Variaus Fastener Sizes 4 Limifations of Use 4 Rs product evalua#or, the undeesigned cerfifies that the listed products are in compliance with the requirements �fithe 2007 Flarida Building Gc�de. PREPARED BY: R�NALD t�GAWA & ASSfaClATES, INC. 5801 WRRN�R AUEf�lUE, #376 � HUNTINGTC)N BEACN, CA 92649 714-292-2602 714-847-4595 FAX j`ij ,�U41 1 i t / i ' i i! l i 71 t!! / �� fli �� `i l �� J�/ fJ� �„ � `G � S i � r ��7•T � �' ��.� '" � o r fd ��i6 f �� '�� •r.M �Y» �� t,# y u � �►#�r�s� ��s ' � Rnnald U3avaa an:i �. ;°,taar,te�, 3nr,. riJOt L','a!irarfir:e�,us: '�378 t �unt:ns;{on L'e;a:;h. C,A bJGi�44 F'n;ect' RIC]-�1G7�GB {"r.� 25a2-2-, r,eli . f7'A) �347 45451.�x Jainr,sNarr;�eLu:I:5ra�7('tixL.icts!s:c ,tt �t�,titS.�El31I;j i' ,.�'. tOt•D1 f'�Sn P,v�nu� , � �� 1 l,� Fc>niana, CA r23" ,i'` 'i �� 1-&'v6J42-7343 ;' � ;,. Evaluat'ron Sui��ect: t �� HardSeSof#it�7 Panels � ^X7 *�� . � ��. STA7�� tt1FF � t � James Hardie Trarle Names. , „�1 �•, 1 �, '�/� HardieSoH�?�:��'anels ��, ' �+C.��?"' .' ��' � Raterence Reports: �`o'� ��, '�+t�}tlt�it��`� 1) IntertP.k Te,ting SeNiceB PIA, Inc., Mi�ssissapua. C)nt:�rb, Reperi 3tNi76!3, 4i29105 {ASTt�i C1166) �� Testing NardieSoffit Penei lo ASTM C1 ti�3 on �iher-Cemenl FIa1;,heets 2} Ramlech tatsoratories, inc. Report 11b36-99/ 16D8 (ASTM E330) Transverse Load Tes[, i!M1" Tbir.k by 16 inch wide MarUieSo�i Verjted Paneis orstalled on �X4 SG=O.d wocd studs space.d at 24 inche3 on r,enter Wi?h a 1-1/2 inch long Gy b.083 inui �h�r:k diamoter by 0, S 87 inch head diarnate� ting shank na�l Sj Inspoctian C«icepts Report IG122&93 {AS'fM E330} Trensv�'se Load Test, 114" 'Fhick by A8 i��ir wide Hardig$acka�' Pan.�ts ins#»Iled on 2X4 k iern-FR wond studs .paced et 16 I�xhes on centar with a Bd wnirnon na�l 'Y-lardle8acke�paneis atrd NardleSoftit panels ere identicel fi composition, dimcnsion, and manulac.u�ing mathod, 7'hereiore, resutts for Transverse Load le,sts �r� Na�dktiacker eppty !o I te�'e Sot�i1. Raference: ASC� 7-OS 2007 FWrida 8�etding Caie 2tX16 IntemeGonal Buiiding Gocfa� 200tT lntemahor.al ResideMiaf Codc�A Results: hiardieSotfit Panel complies wkh ASTM C11 £IFi, S!araiard Specifrca.;ion foffirade ±l, Typ9 A Non-a5Ce5fos Fib2r•Cement Ftat Shavts Table 1, Results of T�ansvvrsa Load T�sting F�sten�r S acN iin.) Frame Utti3npte Desiyn 7 hickness SpacGig Aerimeter F1Nd laad lpad Ra at Number Tasi A9eMy (in.J �dth (in.) firante Type ((n.) Supports Suppwis F'agtener Type (PS� (PSF) � 1.5 in. long X t 143&99116Q8 f3amtec#� 025 1S �4 w°°d 24 A 8 �.�3 .n. shank X 249 i33.0 SCi=0.40 4 187 in. tiD, rinfl shank naif IC-1228�93 ' CoA p c� u s U25 48 Z ` � � 16 $ S Sd common na1 14i3 49.7 Purposa: This an�ysis i3 In ci�tennine tlte muQmup� vrinA speed to be resiste�l fiy an as5ernbN cf HardieSotfit panela fas'ened ta woqd fram'ng wit?t nai�s. Tabte t; Pressures (PSF) to bo Resisted at Various YVtnd Speeda - Wind Expasure Category B, Kzt=1, I=1.0 WirdS eedt3-gecond ust) � '30 100 110 12(3 --- _130 1d0 }50 170 E sure B B k� q A 8_� 6 6 0 Adiustrnem �� - 17,4 70.5 24 1 $9.1 34.7 AD.7 Y 47.'L 54.2 69.�i H ' ht R) fACtOr, }. tL15 1 17.4 39.5 Zn 7 29.1 34.7 4D.7 47.2 542 69.Fi Z(J 1 17 4 19.5 2d. t 28.1 ^.�- 3d.7 40. % 4T 2 5d.2 Ei9.6 25 1 114 19.5 24.1 2ti,t 34.7 4t7.7 472 54.2 69.6 30 1 1'7.4 I J.5 2A 1 2�.1 34.7 d0.7 47.2 Sb.2 fif3.S 35 t.QB 18.3 20.5 ?.5.3 30.6 °6.4 42.7 - ..4�J.0 SfS.9 ... �73.1 AO 1.09 19.0 21.3 2fi.3 31 7 T 37.8 41A 51 4 59.1 75.9 d,�'i 1.12 19.5 _ 21 ?.7.p 3'l.6 38.9 45 6 .52 9 C,0.7 7$.Q 5t7 1.18 20.2 22.8 28.0 33.8 40.3 41.2 � 54.8 82.fl 80.7 SS 1.19 20.7 J__4. 7,32 ^ 76.7 34.6 41.3 4H.4 58.2 04.6 82.8 6Q 1.22 292 'L3.8 29.4 35.5 42.3 _ 57.6 ot3.1 84.9 1 W' Itz =.94 30.8 14.5 d2.7 51.6 81.0. 72.1 83.6 �8.0 123.3 'i'or h44ght> 60ft: Kzt=1; Kd=O.$5: 1�-1; GCp=1.8;GCpi=0.t8: P=0.W2��`Kz'Kti`Kd'V PagE 1 I?nu,�l& �;g�v.�a and i� ;saci3tes, I nr,. � S'a�1 �e"v<liSldfrll'P.nU?,'1f,5ih hiuniin�fon t?e3�h, t.s� 92,34`d Prcjer,}� �;IQ-21o7..�9 � t714! 2!�2-2602 cMi . (714? tiA7-A595 ;.�x � Janir.^, {lardie k3ui di��r� F'rod�.cts, Aa�. �� t,Ii51.H4E1ri:P � !'ontana, (:�'t 9Z337 7-8fji}�5342-7343 TaClc a, Pressuras (P5F) to bo RasistQd at Various Wintl Speeds - Wind Exposuro CategGry C, Kzt=1, 1-1.0 ; __._..,...._... ...._......_.....____.......�......_., _---. _._._�_... __....------._._ ..._..__ , Wgid:i ad :i-at�rrmd ust 85 �JO 1DD 'I10 120 130 440 1`sQ 170 " E osure c C r r c r, c c Ad'yustrnent P�,.,�y= 174 1#35 24.1 29.i 34.7 40.7 d7.2 54,2 69,6 ' ht {R) lactor, n 4•15 1.21 29.1 23.6 29,2 35.2 <?..0 48.2 57.1 65.fi 84.2 �� 20 1.2 22.4 25.2 39.1 37.5 4A.8 52.b 60.9 69.8 8$.8 � 25 1.35 23.5 28.3 32.5 3D.3 4fi.8 .54.9 G3.7 73 2 94.G 50 1.d 2d.4 27.3 33.7 90.7 46.R .57,0 68.1 75.9 9'7 4 35 1.d5 25.2 28,3 3d.8 A2.2 50.3 54.0 69.d 78.6 1U0.9 dU 1.49 25.9 29.1 35.9 43.4 59.? 8�.8 7D.3 80.$ 1Q3.7 45 1.53 26.6 28,8 36.9 A4.5 53.1 82.3 72.2 82.9 106,5 50 1.58 2T.1 30.4 37.8 45.4 54.1 d3.5 73.8 9d.6 1Q8.6 55 1.5£i 27.7 31.0 3f13 4fi.3 65.2 34.7 75.q 86.2 1YU.7 6Q 1.62 28.2 31.6 39.0 4T.1 6.2 Ga.Q � 78.$ 87.8 'l12,8 � I =. 39.2 k4A 54.3 BG.7 782 91J 1QBA Y22.1 154.9 `for H�ight s 64it: Kztgi. Kd=0.$5; IxY: GCp�1.8,GCpi=0.18: P-0A0258`Kz'Kzi`Ktl'V"2'I*(GCp±GCpi) 7aUfe d, presaurea (PSF) to he Rasixie�i at Varie�us Wind 8peeds - WLrd Exposura Cateyury R, Kx.t=1, 1=1.0 WkfdSpa 3-aecond us4 (f5 90 1S� 110 120 130 _ 1� 170 �spostxa b D 0 6 p D � D D D tWJu�tment ` Pleight ft) f8C[or, l P ^» ` f 7 d 19.5 Zd.3 29.1 :s4.7 40.7 47 2 S4.?. 6�J.S {7-15 1.47 "L5.6 2�7 � 35.4 A'L,B� _�51.0 -� 59.8 6s?.q I9.7 102,3 20 4.85 274 30.2 37.4 4$.1 53.8 d3.t �.? EA.Q i0't.9 25 t.01 2&a 31.a 46.9 55.9 95S 7:0 BJ.3 1s2.4 3Q '1.66 2&.8 32.4 d0.0 -08.3 57.8 87.8 ?d.d 9p.tl 115.5 35 1.7 2$.8 33.2 41.0 4�J.5 6�J.0 b82 60.2 N2.i 11�.3 J � dU _ � T.7; 80.3 33.9 41.fl 50.6 60.4 70.$ 82.9 94.3 i21.1 dS� 4.78 81.0 34.7 42.9 51.t3 81,8 72A ii.{:0 �B.0 123.9 5� f.�1 31.5 35.3 43.0 b2.7 82,8 73.7 89.q .1 126.0 55 1, tl �6. Ad.3 53.5 6$.8 74.9 �F,B ,7 12$.1 �: 45.1 .�'i4.4 �4.9 6. .4 1 . 1 � 49.9 b1.6 T9.5 8E3.7 10i.1 120. 136.6 178.Y •Fw h@ight > 80k: Kzfmi; Kd=R.BlSt 1�1; GiCp�l.fl;EiCp1=tl.18: lSxD.QD256"KY"KzYKd'V^2•i'(OCptGCpi) Tables 2 through 4 are based on ASGE 7-05 and consistern w3th ttie 2007 Florkia B�iWing Cude Dosign Wind Loads: Equatfan 1, qz 0_W2S6'K q, , velocity press�e at Yieight z }C, , velocNy pronswe expasure c�seHiclant evaluated z�t height z !C , fiopogrt�phhic fA.Ctot K� , wind direatior�ity k3ctor V , bnsia wlnd 9peed (MPH) 1 ,(mpoApncefact�r 1 ,11�t1tliill/f� Equ�tian 2, \`` . t✓ �lJ�� t`' ��,�,,.� - . � P=�tz`(GC„tGC�) �`.�'` _ "'.✓,.� GC, , prp,yuci ot extemal pmssurra coeff'x;ient ard qust-�ifec[ i ctor � '! C,C�, , protlucf oi inlamal pneSAUra coofftcient and ��st�eF(ect fac[or ' ! ,_ � � p , design pressure (PSF) !or daddinq .� � Subsbtuto q, into �quation 2. � . � 4 p=O.QD.2a'fi"Kz K, ; �,�� SoP✓ing Ior V, � . �� . � � s� s � ° ta � V=(P!(0.60'L56'KxK ��^'r �`• • � Y ��r'`>t)t�ti�}P'.�i`4� � �� (-'age 2 � ..�.. �.. _ _ ,�..,_ ,. . _ . � _.... ...�.,,.�..�„�,- Renaid Ogawa and /tssociates, 1nc. 59il1 1^larner Avervuo, #37t; Hurtirqton Beach, CA 02F..9 Projed: RI 0-2167 OJ (714} 232-2G02 ceii . (71 �A) EA7-45''ib fax JameS H9idla 13uilding Prodiir,t,, lnr. 10991 Etm Aveuiie Fontana, CH �2337 1 �300-�J42-7343 Table 5, Coetficients and Constants used in Determininr V, Basie Wind S eed iMPH 3-second ust) � K E!eighi ttt) Exp f3 Lxp C Exp n � � � V�%� �� ' 0-15 0.7 fl.$5 1.D3 h5Cs0 1 0.(35 1 1.4 0.18 � 20 0.7 0.9 1.08 � 7 O.QS 1 , 1.4 0.18 _ 4.7 0.94 i.i2 1 0.85 �.... 1 1.4 0.18 3t1 Q.7 0.98 1.46 1 �.85 1 .. 1.4 OJ8 35 0.73 1.01 1.19 1 0.65 1 1.4 D.18 qQ 0.78 1.04 1.22 1 0.65 1 1.4 0.18 A5 0.�85 1.085 1245 � 1 0.85 1 1.4 0.18 50 0.81 i.U3 1.27 i D.SS 7 1.4 0.16 55 0.83 1.11 12� 1 0.85 � 7 1.4 0.16 aq {3.B5 t.13 1.31 1 0.85 1 14 O.i8 t0U 0.9fl 1.29 1.43 h>GO 1 0.85 1 1.8 0.18 '\`` ,»1y}tfitllllltj�� / `��\\, � j f �r / ,•� x • � j � *. f ''�r � `A� i+CB T ' �� V�� % •�� J � s' w w "' � ��.�"►�,' <.,�� ,�� . ,� �1 �'��a - +��.. �` � ��rd�t�ti � r v�sr Page 3 • -- °--.._..___,_ -. - -_ __.___ ..__. ._.... _._ _ F.nr,al�i qga��ra a�d Assc;:iaten, in�.:. 59��1 V;orne'A�!e;��.;4.7:?r6 Hun:lryiun Bna,n. f A 9":.d5 Piujerl RIiJ-21(97-�-9 (7'14) 292-cf,�77. c; i . ("r'147847-A555`2r Jai=ies H�rdic �i;rdi^g Prcr Inc iCi5C1 Elm Av��nu= Fenf�ai3, CA 9233"! 1-3CJ-942-73�3 Table 6, Maximum Wind Speed (MPH 3-second gust) Hardie5offit Panels, ASCE 7-D5 MEthod 2 Ba5iC Wind Spu� mph Coeffidents used in Fxcul Gnlculmtions �or Table G (3-socwtd 9usty - !BC�& / ,k� 14 lsraiur,t S!ud f3u!idirfg l?usian NlWth Fastenor Fast�ner Ffama 5�i Hei ht B C D Laa:1 Prc,duc. Fhick�7f:ss P^8 �7 �.� � e E.� C F�P E7 K,� Ke ��o �a �irul��s) {�nohes) Typo Spacinp T�w t�r�cli�s (ieet .. SY15 15Fi 189 t53 834 0.1 0.$Ci '1.03 hr�J 1 0.85 � 1.4 O.1A � ZO 186 16^1 180 83A 0.T �9 1.09 " 0.85 1 t.d 0,�6 25 iss 16� ia7 aso 0,7 u.�a ti2 i a.as � i.a o,ta t.S:n.innfl 30 18(3 167 144 &Y.�J 07 0,99 178 1 U&4 1 t.b 0.18 1.653 _ _.� _.._... _.. X 0,087 in. 35 _ 155 1•12 83.0 0.73 1.01 1.19 i O.SS 7 1.4 0.18 Ilardie5ett;�� f�.y than or ahnnk X ?.X•1 wooc, -_ A 15 y A0 1'A Y52 141 ei0 P.78 tCi 122 1 .85� 1'1.4 0.18 �qUa) Mi 0.187 i1t. 3f''-O.h� 4,5 7T5 1Gt 139 d3.D 0 1. 1.2+K� 1 6.88 1 1.4 4.?8 1�" HU.rin[� yp 173 'IA3 130 �?.tl 0.8t 109 1.27 1 b.BB t t.4 0.78 sliaNC na,l - 55 '171 ;47 137 63.Q 4.83 t.ti t?5 7 0.65 t t.d O.te 60 169 1�6 136 $3.0 0. 1.�3 ...- 1.3�1 1 0.86 4 y.4 0,'19 1q0 139 12A t15 8s.o 0.99 tzs �.na ha•AO i o.86 t 7.8 o.te 6�15 186 1G9 153 $3.0 0.7 Qas �t.03 hS0 t 0,t��''i � 1.4 o.t4 20 1(16 t64 15U R?0 0.7 0.9 1G9 1� 1 1.4 0.18 25 186 1Fi6 147 &7.a 0.7 9.fh4 t.t2 1 Ofl5 t t.d O.id 1.5 in. iung 3p ?�jp, 157 144 13�.6 � p,7 9,88 3.;6 � O.dS 1 1.4 0.18 ke85 XO.C83 in. � 35 182 1 S. 142 .... �83A O.Til t.tlt 9J9 1 O.B5: Y i.9 4. 8 IlardieSof�ii�i ��q �+�n or shank X 2XA Kaod 8 24 e0 170 152 tA1 H9.0 Q76 t.tl4 122 1 0.&Y t i.d U.tB equal to f�.187 in. SGa0.40 45 175 i51 138 W.. &t0 0.'785 1.069 1.215 1 0.85 7'1.4 0.18 16" ND� r,ng 50 173 49 t3tM 830 '0.81 t.t!@� 1.2T 1 0.65 4 1.4 618 sh8nknail �S 771 t47 137 93.� 4. t.ti 1.29 t 0.dS 1 1,4 0.18 60 169 tA6 6�.0 b.� 1.t4 1.at 1 tt.85 t L:1 4'!:8 1ifQ 139 1�4 11C� . 83.o a98 t.2tl 4:a3 h=�6d 1 o.rib" t 1 e d.13 0-15 t� � 1�6 1S A5.7 p.7 Q.&�'+ t.EYS H:'�d 1 u.. 1 1.h tl.�s 20 13� 123 it2 ��:y 6P 0.9� 1�$5 '1 1,4 Qt6 25 138 u 120 110 .7 0.Y �a.9< i.t2 1 0.85 1 7.4 0.15 3U 139 11a 1i18 (S,f Q.T �5.99_ , i.i6 1 0.86 i�.4 o.i0 Bdcornmon 2XAwcrxl � 1 � T'�� 1$7 a0.7 �.73 1A1 1.18 1 q.95 t Y.4 0.16 Haed!e s�f`it� 1 tR 46 � 5 Hem-Fir 18 40 1� 11M1 10$ ?�. 0 � 1.U4� !2'� 1 Q8(i 1 l.f �.9� A5 13'L 113 1 .Y tl.� 1.06$ t24S 1 t'k� � t.4 O.fB �o t si� 1 d�.1 ' f 16� �.z� ° i aa� ,�.a a,r� gg 128 111 f dP '' 1.#1 i.2� 1 p.BS 1 t.d fk78 6(3 125 ttq 1(12 :�8.> ' 68.+ t.i3 1.3t 1 6.9ffi t t.A Ek19 19U 1�5 33 87 tl6.7 o,g§ 1 ze 1.43 h-�80 1 Q.85 1 1.9 0.'8 Limitailon� ut Uae: 1) Faslener puilouE m4�at be evaluated when installed aver steel studs or a speoies of wood siuds other thon that wh(ch Was texted. 2) fn High Vetocity Hurdcane 7_ones (HVNZj instail per Miami-eade Courty Florida, NOA 07-Od18.04. `,��1111��14l.� 11 JIl �� \\` °'��•�, � � .-.. y�� h.- , �� ;.. %� �� :. �%d�, ' `g � � � , �� , l3.. � � P�g�>. �s � 1�-rida Building Cade Online Page 1 of 2 � �` � � r ` cg�,� »�� ` �* � _ � � � > a �' ' �� '� � �r� r� r ��"'� `��' �. � �-�-� = f� a. 't��' -� � _ � `� -'� - � � �=: � a= _ _ - cn< - ' _ �t - � �' � 9 ' T � �=� s �s � 1 � ' � � 4€�� . �+ �� 'P`� .� � �t % �� `�' . . t 3 -� p �m. _ � t�.� _ _ � � _ } _ x } - ta - - - - r `-t �� -��:. , - -�. , _�- �.a...,'.,: . . �-- i y,- BCTS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ��` '� � � K ��' � `� Product Approval ��; k"'� � - �� USER: Public User -. - '��;�- ;�_ - � �' Product Approval Menu > Produr_t or Application Search > Application List > Application Detail ' `� �' _•-��:' :�°�'��'��;: �': q �.� -.� p FL # FL13223 �- i � Application Type New �oY�� .� _ Y �� ` _ , � __� � 3 aa� "C - `� .� _ ;�.� � Code Version 2007 �s,x?� k� g Application Status Approved � � � , ,�, _ p ��,� ��x�, Comments ��"`� �� Archived - _ , „��".� - �_-.r_ �: Product Manufacturer )ames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jamesha rdie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 � (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Fforida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiretion Date 01/01/2011 Validated By John Southard, P.E. � Validation Checklist - Hardcopy Received Certificate of Independence FL13223 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) �londa Building Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 Z002 ASTM E72 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated 11/04/2009 Date Pending FBC Approval 11/14/2009 Date Approved 12/09/2009 �Summary of Products ; FL # Model, Number or Name Description � ' 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber-cement i panel siding ( ` Limits of Use Instailation Instructions ' ; Approved for use in HVHZ: Yes FL13223 RO II install-cempanel-south.�df � � Approved for use outside HVHZ: Yes FL13223 RO II install-hardiepanel-hzl0.pdf ( � Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc � ': Design Pressure: N/A Created by Independent Third Party: No ; Other: For use inside a HVHZ install in accordance with Evaluation Reports i i NOA 07-0418.04. FL13223 RO AE HardiePanel Florida Analysis 11-3.PDF � ; _— — — — — FLi3223 RO AE NOA 07-041804.pdf — i - � 3 Created by Independent Third Party: Yes 3ack Next DCA Administration Department of Community Affairs F/orida Building Code Online Codes and Standa�ds 2555 Shumard Oak Boulevard Ta!lahassee, Florida 32399-Z100 (850) 487-i824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Couvriaht and Disclaim�r Product Approval Accepts: � � � � 1hirl5l�p ^ � -^� s.�rr•a VlRI� Y � � �;. � � � `� ��, � � � ;;� z , - �� .� �� f---„,--. '� e��i a �,� ��.� � - � � ,,: -�.r� :�,�� :a'� .'�;E=a�1:F�:vi��,`. ;;E;v'�.�� -;'�'� ,�;�. EFFECTIVEAUGUST2008 SMOOTH = CEDAR - GROOVED CEDAR ; .,;� , �f �t_. -� � ,.4�,� - �,�•,5 �a ��- - - , , , /a C..('_- `�f�` `-,i�._ . :� �:f13 I-_i: �. _, �'%i:l'..��, . -'- .___ """ . ' �. __ _ '`�� t?'� . ., '!"fr E;I�", - � ' '��.,N��'..)I 17YJII � r9.�1' ._rFii �`. `-.5�_ - _J � -_'s: ._ , . r�USr i'�.�iFv .�}}�} ti I �}( -` ( i:_ _C�i t �,i �v�Lt.�i�11: �� '� � �� U �`a i 1� - ! �� i� ! �, -�.`t i _ , I_#��•;"', � !"'�� Q �.'� � ��e €�v e��. i �� Store flat and keep dry and covered prior to installation. our�ooRS INDOORS t. PosBion cutting station so that wind will aow dust away from user 1. Cut onty using score and snap, a shears (manual, elecMc or pneumahc). Installing siding wet or saturated and others in working area. 2. Pasi�on culting stalan in weil-ve�lated area may result in shrinkage at butt 2. Useoneofthe following methods: oints. Car anels on ed e. a. e�r: �. s�ore and SoaP ) ry P 9 ii. Shears (manual, electric a�euma6c) - NEVER use a power saw indoas Protect edges and corners from b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw Wade that does not carry the Hardieblade saw blade frademark breakage. The manufacturer is not Hardieblade�+ saw blade and HEPA vacuum e�Rraction - NEVER dry sweep - Use wet suppression or HEPA Vacuum res onsible for dama e caused b c. Gootl: i. Dust redudrg drtadaz saw wilh a Hardieblade saw blade p g y (only use tor lax to moderate cutting) IftlpfOp@I' —_.;...--'�-;, Impalant Note: For m�cimum protac6on (bwest respirable dust production�, the Manufacturer recommends always using °BesY-level cutting methods where feasible. storage and }�` �='� �` ; , � ,� hantllin Of fh2 "? NIOSH-approved respirators can be usad in conjunction with above cu�ing practices to iurther reduce dust exposures. Additional exposure information is available g ��"'' - at mvw.cemboardsiding.com to help you detertnine the most appropriate cutting me�wd for your pb requirements. If concem still exists about exposure levels or you pfOdUCt. �'� do not compty with the above prac6ces, yau should always consult a qualified industrial hygienist or contad ihe Manufacturer tor further informa6on. SDOB3105 _;�R��9�1'.� 71��'�'±�i94��, • Cempanel� verfical siding can be installed over braced wootl or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • Cempanel� ve�icai siding can also be installed over foam insulation(sheathing up to 1"thick. When using foam insulationlsheathing, avoid over-tlriving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulationlsheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive bamer must be appropriately instalied with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibifiry for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 5). • Maintain a 1" - 2" ciearance between Cemboard� products and roofs, decks, paths, steps and driveways (figs. 6, 7� S). • Maintain a 114" clearance between Cemboard� products and horizontal flashing (6gs. 3& 9). • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.10). • Install kickout flashing at roof-wall junctions (fig.11). • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install Cemboard� products, such that they may remain in contact with standing water. • Cempanel� vertical siding may be installed on vertical wall applications only. • DO NOT use Cempaner vertical siding in fascia or trim applications. • DO NOT use stain on Cemboard" products. ��-�-�T�Q� s Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig.1), altematively joints , Position fasteners 318" from panel edges and and no closer than may also be covered with battens, PVC or metal jointers or caulked. 2" away from�comers. Do not nail into comers, • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Cempanei Vertical Siding Installation • Framing must be provided at horizontal and vefical edges for nailing. Fiyure z Fi ure 3 • Cempaner ve�ical siding must be joined on stud. „,a��-�;gw� bame, wacer barder g • Double stud may be required to maintain minimum edge � z a 5c�a / z x a stua water-resistive water-resistive nailing distances. - � - n�m� barrier Fi ure 1 �'� ��'� ; I r —upper panel �.— upper panel g stud water-resistive =- _ � � � C� 1l4' gap Caulk ��4� 9ap barrier ' � , i Batten Joint "H" Joint sheathing �� Cempanel� ~ Z-flashing � �`Z-flashing� c; n vertical siding / water{esistive bartier deco�ativB keep nails / � 2 x 4 swd �� OWef ~ band board 3/8" min. � - panel r I �y el from panel � � edges � � `� — 1 plate ° ° � Figure 4 3 � 6 , � leave appropriate gap between ��dafion: When o panels, then caulM i�el&�g Sierca 8� Provide ° —�_ CaulkJoint adoublestudat nel moderate contact Pe jaMslo avoid na�ling keep fasteners 2" 'Apply c�dic in aceordance wilh caulk �� 9�'�. axray from comers rt�ufacturei's w�tten appHcatlon k�sWctlons. WARNING: AVOID BREATHING SILICA DUST Cemboard� produde coMain respirable crystalline silica, which is Imown W the State d Caifortifa � cause cancer and is considered by WRC and NIO6H b be a cause of cancer from some occupatlonal sources. Breathirg excassive amards M respirable silica �st can a�o cause a disabMng mid pdendeAy fafal lung diseaee caHed siNcosis, and fna been fi�d wilh dher diseases. Some studbs a�gest smoking may increase ihese risks. Du n'rg i�taBadon a har�ing: (1) wak in outdoa arees wHh arrqle venfilation; (2) use fiber cement shears for a�np a, where not feasiMe, use a Hardieblede saw biade and dust-redudng arcular saw attached to a HEPA vacuum; (3) wam others in the imrtiedf� area; (4) wear a poperty-fitted, NIOSH-approved dust mesk or respirata (e.g. N-9� in accadance wiTh appl�aWe govemment regulatlons and manufedurer instrucdons W fiutlier Iimit s�ica exposures. DurYg deaMUp, use HEPA vacuwns orwet deanup methods - never�ysweep For fuMer infarnati�on, referto our ir�atallatbn kistructbns and Materfal Safety Dafa Sheet ava� www.cemboaNsWNg.com a by callug 1-877-238-7516. FNLURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALIATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. �e CEM0807-P1/2 9I08 �� _. n s�..4��=;��.., • Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboartl� products surfaces, flashing and counterflashing requirements for clearance between the Cemboard� products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 7 manufacturer's instructions. adjacent finished grade St�d driveways. Provide a 1 2 clearance between water the roofing and the bottom edge of sidin r �I Uf66 Siding resistive 1"-2" s g ti the siding and trim. c'_-� ' barrier � � i . . I � ' , j j Ilh ��, - Figure 8 � Figure 5 s ; 'rt Z � deckmatenal I'I I �� ' �- 1� l i� ` 'I � �: - bottom � �- -�''�,..,,, - t i il � plate��_-1 I i-� ` � ~ I � '' � � �--, \ -- i ti �oist flashing -' —_� , __ __ ledger � , �ncrate -- - - , 6" Rlitl. foundation � easning �� Figure 11 . ;', ��fl�� .��a�� SleDflashing /`, �, �' Because of the volume of water that can pour Maintain a 1l4" clearance Maintain a minimum 1" gap down a sloped roof, one of the most critical between the bottom of between gutter end caps and Se„ ��/�, �` Cemboard� products siding & trim. '�' �, _, flashing details occurs where a roof intersects and horizontal flashing. '� ,� a sidewall. The roof must be flashed with Do not caulk gap. __ Fiy�re �o �� _� ._F�. step flashing. Where the roof terminates, �� install a kickout to deflect water away from Figure 9 � 9�ner � the siding. �n0 ed9e 4--siding fascia ; � P It is best to install a self-adhering membrane Do not ��a gap t �' on the wall before the subfascia and trim ousewrap Caulk } �� boards are nailed in place, and then come �— � Is ding back to instali the kickout. '•� Figure 11, Kickout Flashing# To prevent water from dumping behind the fiashing siding and the end of the roof intersection, install a"kickout" of sufficient length � min. � � and angle to direct the water running down the roof away from the siding. � EN�EiRi. FASTENING REQUIR�MENTS � Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. p�acement to achieve specified design wind loads, Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized Local Buitding Codes have specific jurisdiction. Consult the Manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services 'rf you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and iraming. Cemboard� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space}. (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) �NEUMA�°I� FAST'ENING � For wood framing, under driven nails should be hit flush to the plank with a Cemboard� products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush snug Flush mount attachment on the pneumatic tool is recommended. This will /� Countersunk, � � help control the depth the nail is driven. If setting the nail depth proves (�� Caulk 8� difficult, choose a setting that under drives the nail. (Drive under driven \�y' add nail do not under no Nor nails snug with a smooth faced hammer - Does not apply for installation Figure A Figure B drive nai�s STAPLE to steel framing). CAULKING PAiNTING For best results use an Elastomeric Joint Sealant Cemboard• products must be painted within 180 complying with ASTM C920 Grade NS, Class 25 or days fa primed product and 90 days for unprimed. higher or a Latex Joint Sealant complying with ASTM 100% acry6c topcoats are recommended. C834. Caulking/Sealant must be applied in accordance Do not paint when wet. For application rates refer to with the caulking/sealant manufacturer's written paint manufacturers specifications. instructions orASTM C1193. Back-rolling is recommended if the siding is sprayed. " The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subsaiption information, visit www.jlconline.com. RECOGNITION: In accadance w�h ICGES Legary Report NER�405, CenpeneM vertical sidir�g a recog�zad as a swlable alPemate to tf�at speafied �: the BOCA Nadonal Budding Code11999, the 1997 Standard Bui�ing Code. Ure 1997 Uni{orm &uldnp Code, the 1999 IMematlonal One�ad Two-Famiy Dwel�rq Code, Me 200;i Y�emetlonal Bii�ng Code� and the 20031MemaUona� Residantlel Code for Oneand Two-Famiy Dwe�hgs Cempanel'vefical �also recognlaed fa applicatbn In Ihe �lowing: C�ly of Los Mqeles Researd� Repat No. 24862, StaM of Flakla � FLM889. Dade Canty� Fbrida NOA No. 02-0729.02� U.S. Dept, of HUD Matedsls Release t Texas DeparhneM of Insurance Praduct Evakiatlan EG23, C�7y � New Yafc MEA 71�93-M, end Cal'rfania DSA PA-0 9. Ttbse docurnents should also be consulted fa addi i nfortnation cor�ceming the su1a68Ay of tl�is produd far spec'dic �tions. Tx 9 2008 JHIF B.V. All rights reserved. TM sM , and � denote Addiborral Installation Informa6on, trademarks or registered trsderneiks of JHIF B.V. Wamantiees, and Wamir� are available at www.cemboardsiding.com - � � . , CEM0807-P212 9108 - r. HardiePanel Lap Siding r1 r � �amesHardie EFFECTIVEAPRIL2009 �..w.��.� ,I _ ! ijr � � � n� r � �_ = i�;iF; ; �, - � •n. ;�- it �, , „ _ —�_ _r-,) l� ii : i iL�!JI�:�Ir�Ci i � � - i i :��\��, �x _ . '�_'i �t�L��'� i h� . VSII �, .. j,:i�� .t <:, .;r ; 10f th0 fllOSt fBCefltUBfS10(1. SMOOTH g CEDARMILL° � SELECT SIERRA 8• STUCCO "!E�'iJ3i�;�� i: FAILURET.nt iiVSi�i_��N�i Flidlui-I 7�i�� P�t��u�i ii� i��'(Ji��i��;ivi:�`N1�H 1��'��i�;�:b�� 3�ILt�si�Ci i:t)iir`� ��i� ��i':�ES #-I��i�i;_ ,'�r;':�; IN��s1�i;fi1��1� �v�t�� 1.c�DT� �'��;�fi�i�i�L'sN„�3l;5`;.ai�€ SY'ST�Ni PERF��iANtiE, °J�t;�;"I`� L.�t,�i_ �;�1�Li�i�dC: i�ti��=,� `�E�a�;';;;;i[:a T�I� PRODllCT OA�L� t,�`,�Rt3i�NT'� �EFORE i��lSTA1_I �TI�N, r�tti�-io P�; THAT YGU ARE USIN� Ti�E C�F?�s��T �AR��a��=1��r�;.if..,'� �0��<�= �'�l.�"��Li�;�� iu�l �� l�Z1�}"; �� P�ODUCl°� �€JTSl�E �N �Z1 ��,•� i.GC;�iION !;j�1� � V��I� YflU�s WARRA.tv`;`'r', i��`�EF;��INE �11hIC� ��;ii�lEZ�NE r'��'! !�� T� YOUR LOCATIfi��, ��„�IT VVV1tW,HAR�;iEZi�N�.COM UR C�LL 1�4G6fi-942-7343 (866 9HARDIE; �iJ��€�E & HANDLING: 0 Gt�TTiNG INSTRUCTI(�NS Store flat and keep dry and oUTDOORS iNDOORs Covered priof to installati0n. Installing � Position cutting station so ihat wind will blan� dust away from user t Cut only using score and snap, or shears (manual, electric or pneumatic). and others in waking area. 2. Position cutting statbn in well-ventilated area siding wet or saturated may result in 2. Useoneofthe following methods: shrinkage at butt joints. Carry planks a. eest: i. Score and snap ii. Shears (manual, ekctric a pneumatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better: i. Dust reducing circular saw equipped with a - NEVER use a cKCUIar saw bixle ihat does not carry ihe HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade' saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good. i. Dust reducing circular saw with a HardieBlade saw blade responsible for (onry use ta bw to moderate cuttinq) damage C3uSed �m aiant Note: For maximum rotection t re irable dust roduction , James Hardie recommends alwa usin BesP' level cuttin methods where feasible. by improper P p �� p � � 9 9 storage and NIOSH respiratas can be used in conjunction with above cutting practices to turiher reduce dust exposures. Additional exposure infamation is available at www.jameshardie.com to help you determine tlie most a�ropriale cuttiig method fa your job requkements. If concem still exsts about exposure levels a you hafldliftg of the pfoduCt. do not compywi� the above practices, you should always consutt a qualified industrial hygienist a contact Jarr�es Hardie fa further infamation. 500831a5 GENERAL REQUIREMENTS: • HardiePanel� vertical siding can be installed over braced wood or steel stutls spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be instalied over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapT"' Weather Barrier, a non-woven non-perforated housewrapl, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local buiitling codes - iypically a minimum of 6" in the first 10' • Do not install James Hardie products, such that they may remain in contact with standing water • HardiePanel vertical siding may be installed on vertical wall applicatians only. • DO NOT use stain on James Hartlie� products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3!8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus° Finish) (fig. 2) • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontai joints (fig. 3) • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 nailing distances. Wa�e�-�e�s��a bam� water-resistive barrier 2 a stud 2 x a stud water-resis6ve water-resislive barrier barrier FIJUfe � _ _ �.—upperpanel �—upperpanel stud '_%;', ',% ;:�. Do not 114 9aP Do not t/4" gap water-resistive ::"� ' # Caulk Caulk barrier I —'z-- sheaching � HardiePanel Batten Joint "H" Joint ~ Z-Hashing � Z-flashing� p o vertica� siding water bamer decorative 2 x a stud ~ band board keep nails ��^'� lower 3/8" min. panel from panel � � � ~ �� edges ; �� . plate � o y � Figure 4 � i�ve appropriate gap between Recanmendatlon: When o panels, then caulk• ir�stalling Sierra 8, provide ° Caulk Joint a double stud at panel moderate contact (Not appliqWe to CobrPlus• Finish) joiMs to avad nailing keep fasteners 2' •Apply caulk in accordance wilh caulk tlra9h grao�es. away from comers manutachxer's written application ir�sWctlorx. ' For additlonal irdortnaGon on HardieWra TM Weather Barrier, consutt James Hardie at 1�66-4Hardie or www.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie' produds coMah respFable cryst�tlne siNca, which is kiwxm to the Sta� of CaMomia to cause cancer and's considered by IARC arb NIOSH to be a cause of cancer fran some ocapatbnal sourcas. Breathing excessive amards of respMade sil(ca dust can a�o cause a dlsaMing and potentlaky fa� lung disease called siicasis, and has been linked wilh otl�er 6sases. Some studies suggest smokfng may inaease these risks. Durirg ir�stalation a her�Fng: (1) wak in ouMoor areas with ample venGlatbn; (2) use flber cement shears for cul6ng a, where not feasible, use a Har�e8lade• saw blade and dust-reduting dreulaz saw atlached to a HEPA vacuum; (3) wam a4hers in the immediate area; (4) wear a properlyfiHed, NI06Happroved dust mask a respirator (e.g. N-95) in accaNance wMh applicaWe govemment regulations and manufaclurer instructions W fuAher limit respirable aiica exposures. During dearwp, use HEPA vacuums or wet deanup meMods - never dry sweep. For fuMer information, rekY ro our frelallatfon insWdbns and Material Sa(�y Dala Sheet avaNade at www.jemesherdie.cam a by calling 1-80Q8HARDIE (1-80a942-7343). FAIIURE TO ADHERE TOOUR WARNINGS, MSDS, AND �NSTALLATI�! INSTRUCTIONS MAY LEAD TO SERIOU$ PERSONAL INJURY OR DEATH. soosaus HS0919-P1/2 4/09 - y >o� _ F r�� r�� Install siding and trim products in compliance Maintain a 1" 2" Maintain a t" - 2" clearance between At the juncture of the roof and vertical with local building code requirements for clearance beiween James James Hardie protlucts and decking surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie products and paths, material. be installed per the roofing manufacturer's siding and the adjacent finished grade steps and driveways. Figure 7 instructions. Provide a 1"- 2" clearance 5c�d between the roofing and the bottom edge S,d,�9 I Wace� of the siding and trim siding Figure 6 `� resistive 1"-Z" barrier i o e � i Figure 8 Figure 5 . I 4 � deck material � 1'-2" . �._ bottom � �- - - f --- - �� plate _- o - � � - — � joist flashing '"� � .'. �- _' � M - �', `'r;� ledger � wncrete — - _ �6" min. foundation �eshing Figure 11 KICKOUT FLASMI(�G Maintain a 1/4" clearance Maintain a miniinum 1" gap s�e i�; Because of the volume of water that can pour down between the bottom of James between gutter end caps and Sm'e�� a�ee/', a sloped roof, one of the most criticai flashing Hardie products and horizontal siding & trim. �� ,,,; details occurs where a roof intersects a sidewall. flashing. Do not caulk gap. t, '�' �'�� "-' The roof must be flashed with step flashing. Where Figure 10 the roof terminates, install a kickout to deflect water j E � : away from the siding. Figure 9 S k Dnpedge rs�ding , � ft is best to instal� a self-adhering membrane on the 114 �� a I wall before the subfascia antl trim boards are nailed Caulk 9 P sid�ng � � ousewrap � ;� in place, and then come back to install the kickout. t '~ �} �' Figure 11, Kickout Flashingx To prevent water from dumping behind the siding and the �� } fascia easnm9 end of the roof intersection, install a"kickout" of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance repo�t for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-gaivanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of qualiry, hot-dipped galvanizetl Local Building Cotles have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing � Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) James Hardie� products near the ocean, large botlies of water, or in . Do not over-drive nail heatls or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand naifetl or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail}. Pneumatic fastening is highly recommended. Set air pressure so that the ' Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, � � tlepth the nail is driven. If setting the nail tlepth proves difficult, choose a �� Caulk & add nail setting that under drives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for instaliation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie products. James Hardie products must be with ASTM C920 Gratle NS, Class 25 or higher or a Latex painted within 180 tlays for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834. Caulking/Sealant 100% acrylic topcoats are recommendetl. Do not paint when wet. For application must be applied in accortlance with the cauiking/sealant rates refer to paint manufacturers specifications. Back-rolling is recommentled if manufacturer's written instructions or ASTM C1193. the siding is sprayed. ' The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. for subscription infortnation, visit www.jlconline.com. RECOGNITION: In accordance wilh ICGES Legacy Repat NER-405, HardiePaneP verUcal siding is recognized as a suihab� altema� to fhat speafied in: the BOCA National Buildiny Codeli999, ihe 1997 Slandard Building Code, the 1997 Uniform BuilIXng Code, tlre 1998 Iniemahonal Or�- ard Two-Fami�y Dw�� Cock, lhe 20031�rnational Buid'u�g Code, and the 20031ntemational ResideM�ai Code for One-and Two-Famiy Dwel6ngs. HardiePanel veAical sidag is also rewgn¢ed fa applicafan in Ihe fMbv�ax�: Ci�of Los�Angeles Reseamh RepoA No. 24862, State of Fbrida listi� FL#889, Dade County, Fbrida NOA No. 02-0729.02, U.S. Depl of HUD Materials Release 1263c, Texes Depar6nent of Insurance Produd Evaluation G23, City of New Ya1c MEA223�93M, and Cafifwnia DSA PA-01$. These dacuments sFrould also be oonsulted for additional infamalion canceming Ihe suitabiity of ih's produd for specific appFcations. � 2009 James Hardie Intemational Finance B.V. All rights reserved. TM, SM, and � denote Uademarks or registered Vadematks of Additional Installation Information � James Hardie Intemational Finance B.V. � is a registered Warranties, and Wamings are available at James ��pi Vademark of James Hatdie Intematlonal Finance B.V www.jameshardie.com / HS0919-P2/2 4/09 M I A M I•DADE iYIIAMI-DADE COUNTY, FLORiDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this prociuct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCIIMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFTT-8X, tided "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02I04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smal( Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. � RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sha11 automatically tern�inate this NOA. Failure to comply with any section of this NOA shall be cause for ternunation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sha11 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 � 1 Expiration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04l02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/Ol/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utrera, P.E. uct Control Examiner NOA No 07-0418.04 Expiration Date: May Ol, 2012 Approval Date: May 31, 2007 E-1 , � . � N _ �.j W W } w m M ° Y U � J �= lV zt `D N� U ��¢ `' � W �° n N � m W L - 'i �'U WZF1 g � ¢�m� �Z� A a J Q Z � a '-' v� ° _ -- ��-a.o Z�¢ o �dmm o x i- c.> Z�dU ¢vi �'�.? � wzin�, z � �� . '.>- �¢ � ' o., -��" o g � u� 'aF' ° � � � � �'� " � H =ww� i ° � � � � � i = J o 0 i Wa f� W W JW __ � Z Z J p� i' � W a' _ _ . '6 or T� w v oWa WaF, sm 6-F'NS L QU Q SS : w . ,. .9 O 1+r U EUpp 3 WZNp 3vid. a3 � 3.-.� N N �¢Z Q W duo mp i o a; o�, a�� °-�� o ��o ZN a a c' �a c� aa�' Ju¢� °�c�.io <r ¢ �" Q-J. 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FiBER-CEM�NT PA[4ELS TO WQOD FRAMEa WAL.�� UVITF� VARI(JUS �,�5`��NERS JAM�S HARQIE BUILDING PRODUCTS, tNC. 10909 ELM �4VENUE FONTANA, CA 92337 TABL.� QF CC}NT�NTS PAGE Refersnce R�ports and i�esuits � Tabie 1 a: Transverse Load Resuits 1 Table 1b: ftacking ShearANowabie Laads � t�urpase ofi Analysis 2 1"�bte 2: Pressure to b� Resisted for Exposure B 2 T�ble 3. Pressure to be Resisied for Exposure C � Table 4: F�ressure ta be Ftesisted for Exposure D 2 Design Wind Laad Pracedures 3 Table 6: Ma�cimum VYind Speed (MPM - 3-�c gust) for HardiePanei with Various Fsstener Sizes and Spacings 4 Limitations of Use 4 As product evalu�tor, the undersigned certifies that the listetii praciucts a� in compliance with the requiremen#s of the 2tf47 Fiprida Building Cade. PR�PAI��D BY� RONALD �GAWA 8� ASS4CIATES, INC. ��iiiirrrr 5801 WARN�R AVENUE, #$76 ,`�� 'lii,� ;�,..�-> HUNTINC3TUN ��eACH, CA {3�849 �*` �+� 714-292-2802 `�� ' \, �� ' s 714-84T-4�95 FAX � � a � ' # t� � �� 1`AT'� t�� '� �� •,��,e� • �•� � ��'`'`�;s'��orvAL � � ��</!!11li1{Vttj J t"�caald Ogawa and Associates, in. ' 55t`it'vVamerAvenue #3?6 Huntington 8eacli, CA ST6d@ ProjeC RIC)-215U-OS (7 i 4) 24 ) ��2 eeii (7tA) 847-4595 tax . Jtamas tiarc3ie fi3ut3dirt� Pr�iuc*s. tr,� iQ901 EIm Avenue r:Ifit2t7d, 4A.. 1?r ? -'',�-9�S?-73d3 Evatuation SubJect: MarrllePanel�7 S(ding James Hard3e Trmde Nsmes: FiarcliePanel� �:empane� Reference Reports: 9j hrtertek - Wernock Nersey - Authonzation 22 Mark HarclfePanel 5idirq� 2) knsp�etio+� ConcQpts Report iC-127D-94 (ASTM E339) Trarsv�se Laacl Test, 5ISS" Thick py 48 inch wide HBrdiePanel Sidtng tr:staltxi on 2X4 tiem•Fir �,wod stucts spaced at 76 inchss on center wiSh a 6d common gaNenized naii 3f inspeciion Conuopks Rc�port iG1279-84 (ASTM E330} Transwerse Load Test, 5l16" Thfck by Q8 inch wide Herd;ePanei Sfdmg instalted on ZXA Hem-F�r wtiod sNds 5pac�d at 24 inctt� on ce�tar wiW a tid common galvenizad nail 4► Ramiech laboreYOries. !nc Report tO8E�8=971id75 (ASTM E330) Transverse LQad Test, EJi&" Thick by d8 inch wide HardiePanel Sidmg Installed on 2X4 Oroup UV SG=0.3E va�od studs spaced et 16 inches o� center with a 4d, D.091 inch shank by 0.725 inch head diameter by 1_5 inch long riog shank nail S) inspection Concepts Report IG1273-6A (A;3TM E!2) Racidrig Shear test, 5/15' Thick by 48 ir�ch wide HardiePanei Siding installed on 2X4 Hem-Fir arood Studs t``` ��'� t! 1!! t t 11 � �� spaced at i6 inohes on cantet witn a 3d camman �a3venized naii \ �� . t� t /]/ �f�� ..-�., _.,._ . � 1,.� I _' 8) (nspecUon Cau�epts Repart IG1274�a 4ASTM E72) `�� , �. .1� , , , ' r '� Raclti� Shear Test, 5l16" Thir.k by 48 �nch wide HardiePanel Siding ir,stallad o� 2J(4 Hem-Fir mH.wd studs - •`� � °° '' spat�cE at 2a inches on center wdth a 6d common galven¢ed naii �,� � ,r� :� % 7) Ramtech Lal�ora�ries, I�c. Repart 10868-97J1476 (A3TM �72) � J �� • '` ,�' 0 � r ReClpng $hear T68L $!18" Thick by 48 tr�ch wida HardiePane! �[�g irwGalled on 7Xd �roup Nt S(3=0.38 wood studs�� . ry _ yp�c�q � i6 inche5 on oenier with a 44, 0.491 incfi shank by 0. 7 2 5 inCf� head diemeter by 1. S inoh tong ririg shank r� t i - Referenu: ABCE 7-� '" ' � �° " � - 2G07 Fbricfa BuitdMg C€id8 '� �� n J��l�� •�,� 2G'OB IMemaUO��t Building Code� i� ' ` zaosn�eu�a�Re�+a�,ns�coa� %�' �'-. �C{�R1C3�°�. �` �`� ita.uns: ' �.,� / t�� • , . . • ��1 ` `,�,• i 4 � (� y t' /� �,J �� FiardiePanel Siding complies wfth ASTM C1 i86, Standsrd SpeciRcation for GraUe N, fype A Na+-asbesfas Fi6er-Cament Fist SRe�ets. ��/r �" ��° t, �' � � TaW� 1a. Ra�lis M Tronsvrnw lusd Ta�ing FasOener S i in. tame Ukknete Oesign Thickrtess 9padng Persmatet Fletd load Lo�d Number 7est r�cy (in.) Width(in.j FrAmeType (in.} 3u rffi 3u fastener"C (P5� (PSF'� IC-127484 C�� 0.3125 48 em � d � 18 6 8 �� 1-08 49.7 IC-1270-Sd � 0.3125 48 H �� t8 4 4 �� 78.7 IC-1Z71-94 �� 0.3125 46 �� 24 6 8 �� S4 3i.3 IC-127f-94 �� 4.3125 48 �� 24 4 4 �� 143 A7.7 2X1 wood, Ad, 0.081 in. sheitk X 13.225 1�86B9711475 Ranlucch tl.3125 48 � 3 0_ � 16 A 8 In. HD X 1.6 in. � �. 7�bte �ib� Shear Values AlbwaMe I.otls in Peot�ds Ptr LIneW l�oot Mr Panai Shaar YM�Is'. a Festerrer f in. Frame Desiqn Thickness Spadnp Perimeter Field Ultimah� Laad R Numt� 7e� in. Width n. FremeT (tn. 8u Supports FastenerT Load IC-1273-9A �� 0.3125 48 � 16 8 6 �� 6ai.8 201.3 IG1273-$4 �� 0.3125 48 �� 16 4 4 �� 8.6 2328 fG127A�4 �� 0.3125 48 �� ?A B 8 �� 4AD.4 553.3 IC)-7294-94 0,3125 48 �� Z4 4 d �� 837.9 2t2b 27FiPwWdd� Atl. D.F1@7 N► d�CX0.226 tt3�48�9711�7'6 0.3425 �f8 � � 16 4 8 �� t. �. - 5R6:4 iSB.5 i. , , �{ NIM 1011Q llfh� q �D��idA 2 Thi► �YdMYti'fl�� dldRtlpr carrtruCtWn in this 7aWo ic xi. Pqp� 1 Ko�a�a t7�ar� ard,asa�:+�tes r,. 5�'ii Wamer kverue, ?d97S !fun6ngten 6each.��a 626d�i Pra}ecr P-,v�-?;DO��?9 � i t d� <": �'i-26G2 ee�� 'taj 847.a59:� fax 3sm�S Ha�iie Builcii�eg ?�nc�.�' : a�; ? v�301 Elm Averue f" C:� 9233; i -[3C�t:-9+12- �'3G3 i�Bi�39&8: ; r,�s analy�is is fo daiem»ne fr� me�mur� :r�r speed to be rasisted by 0n aSSem*�ly of H�r�ii�Ppnei sidmg `astenaci ?� �a�� fianung w��th na!Is 't'sbEe Z. Pra�ures {PSFj to br Resistsd at Var3aua �Nind Bp�rds - Wi�ttf Expasqre Catagary B. lCz�1, i�1.4 Wind3 {3-sflppnd ust 85 90 iW 110 i2Q � 130 140 750 17Q ure 8 B B 8 B B 6 B e Ad�ustment t ie�ght (ft) factor. b. P �� ' i 7 4 i&.5 2d t � 1 34.7 4i7.7 dT � 5d.2 fi9.& 0-t5 1 17.d 1$.5 24.1 291 3A.9 4C7 A7-2 34.2 698 2Q 1 174 18.5 2A.7 29-1 3A.7 dQ-7 A7.2 54.2 89.5 � 25 1 17.4 f 9.5 Z4.1 29.1 34 7 40.7 412 5A 2 89.B 3p 1 174 19.8 2A.1 29.7 34.T 40.7 A72 54.2 88.8 3fi 9.05 18,3 24.5 �1a.3 �.6 36.II 427 49_8 58.9 73.1 40 1 f78 18A 21.3 .3 31.� 3T.b 44A 51.A 59.1 �5.8 45 1.13 t9.5 21.8 77.0 32.s 38.s afi.8 52.9 &07 78.a 50 1.16 .2 72.8 ZB.D 33.8 46.3 473 54.8 82.9 86.7 55 1.19 Z0.9 29.� 28.7 34.6 d1.3 48.4 58.2 64.5 828 6D 23.8 .4 3. d. 7 5. 1 7 34_ .7 51. 61.4 7.1 6 .4 1. "Fo� heightr gOfk I(ztnt; Kd-t}.85; 1=1, GCp=1.8:r3Cpi=018; p--O.OQ258'Ka'KzE"kdN'�2'i'(GCpt[3Cpi1 ` Table S, prossuen iPSFj ta bs Kesiste6 at Vari�n Yt+ind &pesdR - Wind F.acpawra 4atagory C, Kstm1, i=#.0 Wind ttd 85 90 S00 11Q 130 �30 140 150 170 ra C C C C C 'ustrnerrt Hp' M ft fOCFCr, �. P,� = 17 +3 1 S.b 24. S 25.1 34.7 A4. i A7 2 SA.2 69 6 16 1.21 1.1 8 �.2 35.2 42.0 49.2 571 85.8 $4,2 1. 22.d 25. 3.1 97. A4.8 5.5 60.9 9 85.8 28 8 9 3.� 8d.4 30 1.4 .4 e 57.0 .1 7.9 9T.A 1.A5 34. 4 2 5Q.3 58. 68.4 8.6 100.9 40 1. .p .1 43. 1 J 6 �.3 80.8 1. .9 f _ i. .t _A 54.1 .8 73.6 &t.& t , 1. .7 1. .3 55, 75.a .2 tiQT 1 � 8. 9.y 1. f.1 1., . 'Paheighk>801kKzht;IC�Q95;lmi:CiCpmt.$; 0_t paQ.00238'!<z'KZt'Kd'V"Z`M{GCPtGCP}3 7able d. Pf�swn {l�) to k+� t�fl�Ned i� V8ri0Ut Nflqd SpMds' Yith�d l�pwnt� C�ory D, K�s1,1�9.0 yyinq 85 0� 110 1 130 140 1 1 0 D D � �� R„� = 17 d fB.Q 24.1 29.1 3d.7 40.7 47.2 542 89 6 91. .4 1 3 1. .0 .4 .t 53,8 63.1 .Q 4 . 8 96.5 .Q 8 .S tf2.1 1. .B 7a.4 ,Q 1 . y. t t.7�► .S 50. 80.4 70.8 .3 12. .6 7 4 5 123.9 . 1 928 7 7 7 1. 74.9 1 , 1 a . . ��/ •Far etg a Kzttri, K .� k1� GC�i. ; Pt�Q18� p�°0. dN ( P3C3CD1) `�� , I �%� `\ ..�� . f Tabie�c � lhrouph 4 are beMed on ASCE 7-05 and c�nsibbaM wiM tlw 200! Florlde 9uiMdirg Codo � � � � � � � � w '> i _ '� r � _ ' '�'� a'7■�� r' � "%�� r..�+ � w��\'~�, /`` �� f ; � PN�B 2 �N ' f2onald £h�awa ard Associates. inc 59�J1 6VarrerAvenuc f1376 hiunongton i3�ach, CA �49 Pr�ject Ri0-21�f-Q9 (7+d) 292-2602 ceVi {?14;84?-Q595fax . ,!ames War�fie 6uiidinc� Fr �ucts, Inc i09vt4i 1Avenue I Cr� JZ.��7 � Aai-�4�-7�SJ �esign Wlnd ►.aads: �qnation �, cq_=o C�J2C�'i`tt_"K c� . ve(ocity Atpsswe at height z K, vetoeity peessure exposure coeflicisnt evaluated a# height z K� , topographic faetcr 14 , wird direetionality facior V , basjc wind speed (MPH) i , impoRance fectGr �quatioa 2, p-a GC�, , product � eXternal preasure coefineni and gust-effect tactor GC� , produd ot intemai pr�sur� coefficient and gust-eti�t tactor p design pressure ;PS� for cladding SubsUtute q_ int'� Equatron 2, P=O. (30256'K,"K„"K,`V''I' (GC� t GC �. ) SoNiny Iw V `l= (p+(4 CA725f'K'K iGC 5 Tabl� 5, Cpefficienfs artd Constartts used fn Detarminin Y, 8�tc Wind 5 MPH �-secand ust K_ Height {ft) FJCp B Exp C Fxp D K t(� I GC� GC 0-15 0.7 0.85 103 hS60 1 0.$5 1 14 0.18 20 Q.7 0.9 1.OE� f 0.85 1 � 1.d �'�' 0.18 25 0.7 084 t.12 1 0.85 �t 5.4 � 0.18 30 0.7 0.98 L 16 1 0.85 t 1 4 0.18 3`a 0.73 101 f.t9 1 0. 1 1.4 0.48 AO 0.78 7 OA 1.22 1 0.85 1 1.4 0.18 45 0.785 S.0&5 1.2d5 1 D.85 1 1.4 0.18 50 D.81 1.09 1.27 1 0.88 1 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1 1.4 0.18 fp 1.13 1.31 t 0.85 1 1.4 4.18 i(� 0.� 1.26 1.43 h>80 1 0.8 1 1.8 0.1 `\\`\`\`t ��lltillllll!/!/ / � //// � . � �A�V,q �% .� �4 .\r � ��: �'i � ` � �( i 0.2 � 1 T �� f �� : STATE �'' '�. ,� '••.?�'CpR�DA•' • , A � �, � ,� '��►►„��s« � � : � �� Rcrald C?gav�ra ana +�5sa,iates irn: :�C1 ,Narner AYenue. #37& ti�mhn�to,a 9each, C4 3�i4A Ysn�ec[ RIO-2160-t?E ( i 7 4) 292-2t3Q2 ceil (;14) Hd7-4595fax James hlarciie 9u�ia�ng Pred�FC,s. tnc IQyt�9 Eim Avenue* FvnYana. ::R P23'3' 1 �8f.:0-S61_-73d'S 7abie H, Max{mum Wind Speed (MPH 3�ecand gu3t) WatdlaPanei 8idinq, ASCE 7-06 Mathod ? Basic Wind SFwwed mph e�#�tients use<f ici Excei Caiculaliona For Table 8 (3-second gust) 18C�8 7R(JID K� ' Product SYud Buildi�y � Product Thickness Width Fastener Fastener Frame Spaang HeigM Ei C D �:..•. �in�ne5� Pnches) rype Spacing ryae �n�n� t i ° �' �, a �v � �a o � � { � �» 0-15 144 730 118 0.7 0.86 i.03 M60 1 0.85 1 1.4 0.18 � 20� .T 144 i27 116 �•" 0.7 � 0.9 1.06 1 0.86 1 7.4 q.f8 25 � 1b4 1?A 114 -'9 ��0.7 . ��0.94 7 i2 7 0.85 1 7.4 O.t$ � 30 144 121 112 .9 ' D.7 0 98 1.16 1 .88 1 1.4 OJS � 2X4 35 141 120 110 �9 �' 0.73 t91 1 19 7 0.86 1 1 4 0.18 Hard!ei'anel� 5l'Ip 4& pG � woud 56 40 13$ 118 108 - 0.78 1.04 122 1 0.86 1 1.4 O.iB common Hem-Fir A5 138 117 t08 �9 �' 0.786 i.066 1 2d5 ! 0.85 1 i.4 0.18 50 134 115 107 �49. � 0.81 1.06 1.27 1 0.88 1 1.4 0.lS 5$ 132 1'14 706 fs.? 0.83 1.11 1.29 1 O.g� 1 1.4 0.18 80 130 113 10.5 +"> I 0.85 1.13 1.31 7 Q.83 1 t.4 0.18 100 108 96 90 '� ; 0.99 1.28 1.43 tvBO 1 0. B 1 1_8 �.18 0.15 181 1B4 149 0.7 0.86 1.03 hSQO 1 P.86 1 1.4 0.18 20 181 159 tA8 7s / 0,7 0.8 f.tl8 f 0.88 1 1.4 0.18 25 � 181 156 143 7t1_' 0? 0.9A i 12 1 0.88 7 t.t 0-18 30 181 153 iqq �£ 7 Q7 0.98 1.1H 1 0.&? 1 1.4 0.18 2X4 35 177 15'I 139 �: ' 0.73 1.01 1 19 1 0 84 1 1 b 0.18 HardiePane� 5116 4t3 � 4 wocd 18 4p 174 /48 13 �" T 0.78 1.D4 1 22 4 0.85 1 1.4 0_1$ I canmon Hem-Pir 45 171 tA7 138 :� ' 0.7&3 1.066 t2q6 1 0,8J 1 1.4 0_78 50 186 145 134 ,-� ' 0.81 1.09 127 M1 O.SB t t.A 0.18 55 184 tA4 133 ?8' 0.83 t.t7 1.29 t 0.85 1 1.4 0.18 80 184 142 132 TB.I 0.85 7.13 1.31 1 0.85 1 1.4 Q.18 100 136 1�(l 113 78T 0.98 1.28 143 Yo90 1 0.86 1 1.8 O.t8 0-t5 tid 103 84 3t3 0.7 0.96 1.03 bs80 1 �.85 f L4 OJ8 20 114 tOt 92 ?i3 0,7' 09 1.08 1 0.86 1 t.4 0.1$ 25 114 99 dQ 3;.3 U,y 0.84 t.12 1 0,86 f t,6 0.18 30 114 Si0 89 31.3 0.1 0.98 1.18 1 .atS 1 1.4 0.18 2X4 36 112 D4 87 3±3 0.T3 1.Qi t,t9 1 .i3 1 1.4 4.1$ HardiePane� 5/�6 Aa � 6 wood 24 AO 109 86 3f.3 0.76 1,D4 Y.22 1 0.66 1 7.4 0.18 canmon Hem-Fir 4S 106 ii2 89 3?.d p.7 1.248 7 D. 1 1.4 0.18 50 109 91 85 3f.3 0.91 1.08 127 1 0.$6 7 t. ,tB � Yp5 91 $4 31.3 0.8J 1.11 1.29 1 R8C t 7.4 4.18 80 10.3 8Q 83 .3t3 0.$8 1.13 1.3t 1 0.9E' f 1.4 6.8 1(10 88 76 71 3? 3 0.89 125 1.43 W6Q 1 0. 1 1.8 0.18 Q75 141 128 118 4;.7 0.7 0.0.5 1.03 t�S80 1 0.96 1 7.R O.SB 20 141 12A 113 �� 4+ J 0.7 0.9 �.� 1.08 1 Q66 1 1.4 .18 25 141 121 111 a7.7 4.7 0.94 1.12 1 0.86 1 1. 4.18 30 141 119 1f19 at7 � 0.7 0.88 1.18 1 O.B6 1 1.4 0.48 2X4 35 138 117 1tl8 47.7 D.73 101 1.19 1 A96 1 1.4 0,18 HardiePanaXm 5t18 48 � 4 wood 24 40 196 118 iQ7 4T.Y D. 1.Od 1.22 1 0 1 1.� Q.18 common Nem-Fir 45 193 11A 108 477 0,7 1.665 12 1 0. 1 1.A 0.18 50 M131 113 103 JI.7 Q. 1 1. 1.27 i�.9E 1 1.4 0.1 65 128 112 104 47.7 - 1.tt 1.?9 1 O.E6 7 1.A 0.1 OQ '129 111 10.1 ?7.7 Q.�6 1,18 1.31 1 tl. 1 i. .t8 1Q0 106 8A 88 47.T t.28 i.43 h�tl 1 1 t.$ .t$ 0�15 412 101 92 30.0 6.9 0.85 t.p3 trsBO 7 0. 1 1.4 q,t$ �a �tn ea ' ao so.o o.� o.e �.ue + o t �,a o.� a�t, o.os� �t2 ee"" es �a.o oa a9� �.� 1 n. � s.� �.t in. shank X � � Z � 8 � �� Q• 0.98 1.18 1 0. 4 t.�F . 0.2251n. 4 adge �4 3.5 106 93 98 30.0 0.73 1. 1 1.19 1 D. 4 1.A ' 18 HardlaPanel�! 5Jt8 48 Neod 18 4p 107 92 85 �0 Q.78 i.W 7.22 1 6 f 7.4 i8 HD X 1.5 H field ��.� � � Bi � gp 0.756 1. 1 1 0 t 1 O�L in.bnp ring � f� �g 83 �.p o t 1.09 1.27 t 0 f 1A O.f shank naii 55 103 82 l00 0.$3 t.tt 1.78 1 t 14 0.18 80 t01 88 82 90.0 0,86 1.13 1.31 i 1A 0.18 tOD 8A 74 70 30.0 0.89 t.26 t i.$ O.1B Liml�tlont of Usr ��\\\�• , , , � // ��i� i) Feate�er Puliout muet be evehlated whan installed wer etael etuds or a apoCfea of wood etuds other than that which was testeQ�.� '.- 2) Irt Migh Velocily HutriCane Zones (MVH2) Instali per Miami-Dade County Florfda, NOA 07-04'! 8.04. ,� ��• �"\• •..• � � � � �• ._�� .�� . ' �� %�� .��` �� f � Y'� � � 4 ✓'''`�,;�� ,� � � �,:a� Ily�rtll�qJ�dyhvd�x Fl�nda Buildin� Cod� Online Page 1 of 2 4 � f � _ � � � � ° � x. � - � f � �� . ��' � �. �� _ , � ��,,� , �� ;��- ;� �� a � .� �` - � s } �_ 1 =� � � � � � � �` � � "' � � "�i � � �'� x ` • � __ �_ r � ` ` . .Px' � c.�`�� ; _ � ;� ; ,�� _ � . � _ - - - � . �� . e - _� ` �e.� j �,-. ��,� � �- ��' � BCIS Home Log In User Registration Hot Topia Submit Surcharge Stats & Fac[s Publications FBC Staff BCIS Site Map Links Search f �° s 3_ � ` Product Approvai �, �� USER. Public User - t �' �� s Product Approval Menu > Product or ApphcaLOn Search > AppiicaUOn List > Application Detail _ 'n,.a.��'='�"�'�<�?�S��a :_--�;�� :.� FL # FL13236 °�`�,�t�`� -� . 3 ��, � _=�,� , J �� Application Type New �, �,�a` ` �"'' ' ``' Code Version 2007 _=�°��' ,�ss�;�� Application Status Approved 3 ��'��`�'��° Comments # � f, ; � ��-,<i. s � ,�� x=_,'� �, i��x -. . ... ` Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date Ol/01/2011 Validated By ]ohn Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL13236 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) Florida Building Code Online Pa�e 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated 11/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 �Summary of Products i FL # Model, Number or Name Description � ` 13236.1 HardieShingle Siding HardieShingle Notched Panels, HardieShingle Individual � Shingles. = Limits of Use Installation Instructions s Approved for use in HVHZ: No FL_13236__R_0_II instal{-hardieshingl,e-hz10 pdf i ; Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc : Impact Resistant: N/A Created by Independent Third Party• No � ' Design Pressure: N/A Evaluation Reports � ; Other: FL13236_RO_AE Hard,ie5h_in.gle_Florida Analysis 11- � 6.pdf Created by Independent Third Party: Yes Back Next DCA Administration Department of Community Affai�s Florida Bullding Code Online Codes and Standards 2555 Shumard Dak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO Z000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: � � � � 1MYibi� F ataurae VCIIiFY - ,� Hardi h i n C� le° S�a�►, �/ �0�, �� amesHardie `� g EFFECTIVE APRIL 2009 STRAIGHT EDGE, STAGGERED EDGE, HALF-ROUND PANELS AND INDIVIDUAL SHINGLES visit ;�r�,.:•,.,_.:: �-'�,.- ��i ;�_it� for the most recent version. i' �Tr,�l..,",TiC?�1 REt�IIIFEI!-1Eili, �''Fiii,�?��C� v t;C ri= ;i1�1; �` I�9{ ��i�N7'• �;�I�.UFET� I�15�tALL Afi�� °I�iiSh iHl:� F'R0�!Jt;� l��C�s�li,!7J°�rfCE U'dITH AF°! l��EsL� �t1iL�ING CQ� ��t�� b��;l�� k;��?�I� �aV�tiTTEM1� �PPLICATICN iNSi"RU�TI{��l� �v��Y �. E--�,� i�.t � cRSt3N� iN�IUR'( t�FF�CT �YSTE�`�Ji P�RFt�R�1iANCE, VIQL'��E L(�� i��.uli�� :��t?e�, ;�� v(ilD T�;� PRt3DUCT OfULY �f1��R�ia�� i �`, B�FLRE ltduT�?LtATI;�N, C�iNF{RM THAT YOiJ ARE t1SIP�G TNE CORREC? �-iARL�I�Z��'� I;lST�i,C � I��N��, i!"�T�Li�TI�1N 0� NZ10T"' PRt�C3J�T� QUTSfDf i�� H'1f�T�� LOC�tTION �IVIL�. V(?ID `fo)UR WA��NTY. TD DETERMiNE WHI�H H��IEZi�€�lE 1�PPL.IE� T� Y011R L�CATi�N, VISITirUNtW.HAR{�fEZQ(�E.G(3M (?R C?�LL 1-8f�i-942-7343 (866 9HARDIE� ��ORAGE & HANDLiN�: � �.i1 i �IN�, i�1ST�iJCTIONS Store flat and keep dry and oUrDOORS INDOORS covered prior to installation. Installing 1 Posftion cutting station so ihat wind will blav tlust away from user 1 Cut only using score antl snap, or shears (manual, electric or pneumatic) and others � waicing area. 2. Position cutting station in welFventilated area siding wet a saturated may result in 2. Use one of ihe folb�rrirg metlrods: shrinkage at butt joints. Carry planks a. Best: i. Scae and snap ii. Shears (manual, electnc or pneumatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust reducing c�cular saw equipped with a - NEVER use a circular saw blade ihat does not carry ihe HartlieBlade saw blade trademark from breakage. James Hardie is not HardieBlade� saw blade and HEPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing cKCUIar saw with a HardieBlade saw blade responsible for (only use fa bw to moderate cutting) damage CaUSed � Importarit Note: Fa ma�cimum protec6on Qowest resp'rable dust production), James Hardie recommends afways using "Best"-level cutting methods where feasible. by improper StOrage 8nd NIOSH-apprrnred respirators can 6e used "m conjunction with above cutting pract�es to furiher re�ce tlust exposures. Addi6onal e�osure informatbn is avatlable at www.jameshardie.can to help you dete�mine ihe most appropriate cuting metlwd fa your job requiements. If concem still exists ahout exposure levels or you handling of the pfOdUCt. do not comply wilh ihe above practices, you shoukl ahvays consult a qual'rfied indushial hygienist a contact Jarnes Hardie fa iurther infamation. soaasios t�ENERAL REQl11REMENTS: • HardieShingle� paneis can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. HardieShingle Indivitlual Shingles must be installed directly to minimum 7/16" thick sheathing. • Hardieshingle paneis can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulationlsheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. E�ra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is requiretl in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapT"^ Weather Barrier, a non-woven non-perforated housewrap', which complies with building code requirements. • When installing James Hardie products ali clearance details in figs.1,2,3,4,5,6&7 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - rypically a minimum of 6" in the first 10' • Do not install James Hardie products, such that they may remain in contact with standing water • HartlieShingle lap siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� products. CLEARANCES Install siding and trim products in ' Maintain a 1" - 2" clearance Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with locai building code between James Hardie� between James Hardie products surfaces, flashing and counterflashing shall requirements for clearance between products and paths, steps and decking material. be installed per the roofing manufacturer's the bottom edge of the siding and and driveways. instructions. Provide a 1"- 2" clearance the adjacent finished grade. Figure 3 between the roofing and the bottom edge of the siding and him. Figure 2 Wa ��, Figure 4 FIJUC@ 1 resistive trim siding � mef siding I 1� 2" conc�ete deck material � foundation ._ 1"-Y � 6 " m�/ �, :, t �,'a° �;,;;� , - r=;e � joist flashing � :,, ., t; ''�" a. ledger starter flashing course ' For addifional infama6on on Harc�eWrapTM Weather Barrier, consult James Hardie � 1-866-4Hazdie or www.hardiexrtap.com WARNING: AVOID BREATHING SILICA DUST James Har6e' products conqin respirable crystalline silica, which is known to ihe State of Califaria to cause cancer and is ca�sidered by IARC and NIOSH to be a cause of cancer from some occupafional sources. Bieathirg excessive artwunts of respiraWe silica dust pn also cause a disabling and pdendalty fatal lung disease caAed saicosis, and has been Gnked with other diseases. Same studies suggest smoking may increase Ihese risks. During installa8on or handlin� (1) wak in outdoor areas wdh ample ventilatlon; (2) use fiber cert�ent shears for cutting a, where not feasible, use a HardieBlade saw blade and dstteduang cirt:ular saw attached to a HEPA vacvum; (3) wam others in ihe immediale area; (4) wear a properly-fitted, NIOSH-approved dust mask or respir�ator (e.g. N-95) in acxaMance with applicable govemment regulaUons and manufacturer insln�dfons to turlher Gmit respirable silica exposures. During dearwp, use HEPA vaaums or wet deanup methods - rrever dry sweep. For furlher ir�tamation, refer to our instaAatlon instructions and Material S�ely Data Sheet available at www.jameshardie.can or by pM�g t-800-9HARDIE (1�00-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALIATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soaam HS0921_P1/6 4109 � y >o� Maintain a 1/d" clearance Maintain a minimum 1" gap Figure 7 ;�� j 3�t�{; bet�Jeen the bottom of James between gutter end caps and .;',, Because of the volume of water that can pour Hardie" products and horizontal siding & trim s,e fa;h,� ��,, down a sloped roof, one ot the most critical flashing. Do not caulk gap Self-adhenng� flashing details occurs where a roof intersects a mem6ane \\ Figure 6 '' sidewall. The roof must be flashed with step Figure 5 �r-anr,a� flashing. Where the roof terminates, instali a ��"'��"' kickout to deflect water away from the siding siding �� n�u�9 0o noc va° gap ,; or�P eoqe It is best to install a self adhering membrane on Caulk j � - �. sidmg ;�.' the wall before the subfascia antl trim boards are � ` �sew�a nailed in place, and then come back to instali the flashing kiCkOUt. __ - fascia gutter and end cap Figu�e 7, Kickout Flashing$ To prevent water from dumping behind the siding antl the end of the roof intersection, install a"kickouY' of sufficient length antl angle to direct the water running down the roof away from the siding. STAGGERED EDGE NOTCHED PANELS Stepsl-4 trimboard ��s°o�za°� Wa�barnertive o.c. ��`��T�� 1!8 -- *---- �I minimum 'N sheathing Fastener Requirements 9aP fo� r,-- � � � � �,� 0 083" x 0.187" HD x 1 1/2" long ringshank nails are used for caulk y � i � i � �� fastening HartlieShingle� Staggered Edge Notched Panels to both framing and to '( DO NOT NAIL THROUGH 1� ��- �' � ��_ I � �.5" I t � 7/16" thick APA rated sheathing. 16 l THIS AREA � I i i , HartlieShingle Staggered Edge Notched Panel Installation panels i � �,; �3`$ �� '� Install HartlieShingle notched panels with joints butted in moderate l ��'� _;j �� contact. Due to overlapping of the joints, caulk is not required except `--� � �! ! where panels abut trim boards. (fig. 8& 10). Ensure keyways do not line up on subsequent courses. ; b ^ a ? o�, ,�, � �zQ ��,� %` ty ' b ��+_ o � i g��, � i 1) Install a 1-1/4" starter strip, and a 8 1/4" or 9 1/4" wide HardiePlank' • ' ` '� ° ��:�' ` I sition nails into framin trim first panel � 114� lap siding starter course. r� 9 to hit furthest stud second through previous courses. starter strip 2) Trim the first panel from the end abutting trim (the left side in figures 8& course Oniy when applicat�on is to minimum 10) to hit the furthest stud. When installing over a band boartl, trim the 7��s thick APA rated sheathing, 8 or 9 position nails at 13 3/4" o.c. HardiePlank°siding bottorn of the panel to create a straight edge, leave 1/4" gap between pigure a Allow 318" from panei edges bottom of siding and flashing ffig. 9). 3)Secure panel, leaving 1/8" gap for caulk at trim antl continue the course Steps 5& 6 along the wall. �� ---1�--------- ----- 4) Start the second course, by removing the equivalent of one full stud minimum -- -- � � cavity, again from the end abutting the trim. This is to prevent pattem 9 ca ik r:_,�" r�� , � � repetition. Repeat step 3. �„ � � • �\ ;= .. 5) Start the third course, by removing the equivalent of two full stud cavities y�; �,_ �°��. � and repeat step 3. � J �� ^ � �, � 6) Con tinue up t he wa l l repea ting s teps 2 t hrou g h 6 u n ti l d e s i r e d h e i g h t i s u,�r d —-- � y� reached. co�rse � , Y (- 9 s �� o�` F '�'-e � . R'� C�: � _ +�:. ,2.J1 Figure 9 first course 1/4" gap. Do not caulk. _ a..., , L; e„ �v .�, `� ' •: �,;, second band board :��. � "+`" �"�!?= '- course HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL COVERAGE - Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 55, based on a maximum 5.5" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 8). The illustration (figure � and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jiconline.com. HS0921_P2/6 4l09 /� >o� . STRAIGHT EDGE NOTCHED PANELS � tJ�T�;L��i��N Maximum Exposure of 7" Figure 10 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps 1 - 4 trim board wa[ervresistive Steps 5& 6 16" or 24" � barrier' o.c. - 1!8 - -- 1/8 � .`. .. 1 g c a ulk r � �' sheathmg 9aP {a I�� I ? caulk I f _ I. D O N O T NAIL THROU�H F " '� � }� 1" � -, T i THIS AREA � �� t �e ` ' 16�� "= c� ;f � Ii �i shingle ��^ � f '' I � 1" � I t - 3/8" � � `_- ` � I third , course I I � - ';- --- -- - - -- � - -- ?- -' > - - - - - - - ° - oa _ °+_ .o_ - g e --s° o -_ ' _ _-,,`_- ' 0 0__"-_o_ _ o ___ °_ _P �9 _ o � _ _- __ a_ b " o o > o 0 first position nails into framing minimum course thmugh previous courses. 1 1/4" second Only when application is to minimum starter ship course 7116" thick APA rated sheathing, [rim first panei posi[ion nails at 13 3/4" o.c. to hit furthest stud $ or 9-1/4" Allow 3/6" from panel edges HardiePlank"siding �iARDIESHINGLE`� STRAfGHT �D�E NOTCHED PANEL COtiERA�� Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 45, based on maximum 7" exposure. HALF-ROUND NOTCHED PANELS I(VSTALLATION Figure 11 Fastener Requirements water 0 083" x 0.187" HD x 1 1/2" long ringshank nails are used for trim board �s• or za barrier* fastening HardieShingle� Half-Round Notchetl Panels to both framing and o.c. 1/8 gap i to 7/16" thick APA rated sheathing. ceuik �' �,j � ��. �' � i sheathing HardieShingle Half-Round Notched Panel Installation "�� ' `�� t � �. ,. Install HardieShin le notched anels with 'oints butted in DO NOT NAIL THROUGH ��_ 9 p � � THIS AREA r� a� �� „ motlerate contact. Due to overlapping of the joints, caulk is not required is° o ___ �_ $- _ shingles � - , ..;?^ty,�ti;`„5. � � exce t where anels abut trim boards fi .11 . � � P p � 9 ) , ; , �.,4 i ` � :;�.:�;;� i 1) Install a 1 1/4" starter starter strip, and a minimum a 8-1/4" or 91/4" I ; 3 � 8 ^ <., ," ,.�.* i wide HardiePlank� siding starter course. � 2) Trim the first panel from the end abutting trim (the left side in fig.11) to hit the furthest stud. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the ,�;�.;. •= •-.� �. ��.�:< <��= . ��N � � :,.� �� course along the wall. , ,�;� ;': . 4) Start the second course, by removing the equivalent of one fuli stud co�re�c � alignment position nals into framing trim first panel 1 1/4" cavity, again from the end abutting the trim. Ensure the seam is located through p�evious courses. to hd furthest stud starter strip over the midpoint of the lower course for correct alignment (fig.11). oni when ap tion is to minimum 7li6" thick A rated shealhing, 5) Continue up the wall repeating steps 2 through 5 until desired height position nais at 13 3/4' o.c. 8 or s-�ia° IS �BdCh6d. Allow 3/8"irom panel edges HardiePlank' lap siding HARDIESHINGLE HALF-RQUND NOTCHED PAN�L COVERAGE - Panels for sitlewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. HS0921_P316 4109 y >o� INDIVIDUAL SHINGLE Fiyure 12 _��{��1� trim board 16" or 24" Water-resistive o.c I barrier' HardieShingle� Indivitlual Shingles must be installed directly to __�_ __�r I I minimum 7/16" thick sheathin . vs° qap ,� 9 for � i . sheathmg Fastener Requirements caulk ----- - _ - = � i � 0.091"x0.221"HDx11/2"or0.121"x0.371"HDx11/4"long } = r .., I corrosion resistant siding naiis are used for fixing I ' �� ` \ l__ i s" o � ': i '� Hartlieshingle siding to 7/16" thick APA rated sheathing. sn�n9ies � � , Hardieshingle Individual Shingle Instatlation � � I � _� � Due to overlapping of the joints, caulk is not required except '� '� where panels abut trim boards. Space shingles a maximum I 1/4" apart and leave a minimum lap of 1 1/2" between successive �,_ __ ! courses(fig.13). g �,� :,� � `_ �, ��. ,,�, x �r Q �� 4� " 1) Install 1 1/4" starter strip and a 8 1/4" or 9 1/4" wide HardiePlank� ; ° ",; Q ;: r_ ; �,. � siding starter course. position nails to secure 1 1/4" 2) Install first shingle from the end abutting trim (fig. 12). through previous courses, starter strip 3) Secure shingie, leaving a 1/8" gap for caulk at trim and continue not above the course along the wall. a-iia�� or s-iia�� 4) Start the second course, leaving a minimum lap of 1 1/2" between HardiePlank siding successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until tlesired height is reached. Figure 13 -- � r � NARDIE�!-IIN�LE INDIVIDU6�IL �H1��C��_�- l�0�/E�it1GE �� water- resistive � barrier` Shingles for sidewall applications are available in 6", 8", o 0 0 0 0 and 12" widths. Bundles needed for one square space shingles (100 sq. ft.) of product coverage: � max. 1/4 apart Shingle Number Pieces �g�� o shingles Width of Bundles per Bundle leave a minimum 6� 6 11 8" max. lap of 1-1/2" $" 6 11 xposure between joints in succesrve 12�� g 11 1 courses CORNER DETAILS Figure 14 A. Panels butted against corner boards. � B. Panels butted against square wood strip on inside corner, flashing behind. C Laced outside corner. D Laced inside corner. minimum 1" thick trim A B C D WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance wiUi the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue ihe application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. HS0921_P416 4/09 ��.. y ro� `(=�' M=� _.T�1i ;a;`•y��., i�:��,�s�ai'� � . Installation over sheathing is recommended for gables. 1) Install a 1 1/4" starter strip and a&1 /4" or 9-1/4" wide HardiePlankx' lap siding starter course. 2) Begin Half-Rountl Notched Panel installation by first marking a plumb line down the center, of the gable. Center either a keyway or a half-round long this line to ensure a symmetric finished appearance (fig. 15 & 16). 31 Start second course, by removing the equivalent of one full stud caviry and ensuring the seam is located over the midpoint of the lower course. 4) Cut the edge of the panels to correspond with the rake angle of the gable leaving a 1/8" gap for caulk at the trim. 5) If the rake angle cuts through a keyway of a complete panel or significantly weakens the end of the panel, use face nails to secure the end pieces as shown (fig.17) 6) Continue installation aligning courses as indicatetl. At the top of the gable, face nails will be required for the final pieces (fig. 18) panel centered Figure 16 on shingle face Figure 15 and 24 oc studs chalklined j / I \ � centerline i of the gable � ' I � � 8-1/4" or 9-1/4" ' - HardiePlank� DO NOT NAIL THROUGH THIS AREA anel centered lap siding I on a keyway ' over a sheathing. 1 1/4" starter stnp - - - - - - - securing to fully nailable sheathing nails must overlap top of the previous course first course Figure 18 Figure 17 \ face nail � � \ top shingle I second course � �� seam is bcated _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ over mid-point of lower course ' ` face nail trim board correct small pieces alignment flashing (refer to fig. 5) GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-gaivanized are acceptable but may exhibit premature corrosion. • NOTE: Pubiished wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped gaNanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against sitling (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. PNEUMATIC FASTENING • If nail is countersunk, cauik nail hole and add a nail. (fig. B) James Hardie products can be hand nailed or fastened with a pneumatic tool. ' For wood framing, under driven nails should be hit flush to the plank with a Pneumatic fastening is highly recommended. Set air pressure so that the hammer (For steel framing, remove and replace nail). fastener is driven snug with the surface of the siding. A flush mount • Do not use aluminum fasteners, staples, or clipped head nails. attachment on the pneumatic tool is recommended. This will help control the Snug Flush depth the nail is driven. If setting the nail depth difficuit, choose a Countersunk, � � Caulk 8� setting that under drives the nail. (Drive under driven nails snug with a add nail smooth faced hammer - Does not apply for installation to steel framing). do not under uo Nor Figure A Figure B drive nails � HS0921_P516 4109 . y >o� �.��5��.,�: �=�,��q� ��<;r��r��_ For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hartlie'� products. with ASTM C920 Grade NS, Class 25 or higher or a Latex James Hartlie° products must be painted within 180 days for Joint Sealant complying with ASTM C834 Caulking/Sealant primed product and 90 tlays for unprimed. In addition non must be applied in accordance with the caulking/sealant ColorPlus'� product versions of HardieShingle� Sitling require a manufacturer's written instructions or ASTM C1193. field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. �.�LORPLUS� T��NNO�CI�'� GAi�Li�1NG, TOUCH-i ��° � �,AMINAT€ • Touch up nicks, scrapes and nail heads using the ColorPlus�' Technology touch up applicator Touch-up paint should be used sparingly. if large areas require touch-up, replace the damaged area with new HardieShingle� siding with ColorPlus Technology. • Laminate sheet must be removed immetliately after installation of each course. • Terminate non-factory cut edges into trim where possible, and cauik. Color matched caulks are available from your ColorPlus� product dealer • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. PAINTING JAMES HARDIE�� SiDiN�; At�l� TRIM �'�O�l�� 1Tf� ��LOF#PLUS TECHNtILflGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accotdance with ICGES Legacy Report NER-405, Hardie$hingle' Staggered Edge Notched Panels are recognized as a suitaWe allemate to that specified in: the BOCA Natlonal Building Codel1999, tlie 1997 Standatd Building Code, the 1997 Uniform B�Iding Code, the 1998 Intemational One- and 7wo-Family Dweiling Code, Uie 2003 Intemational Building Code, and the 2003 Intemational Residentlal Code for One-and Two-Family Dweqings. HardieShirgle Slaggered Edge Notdied Panels are also recbggnized fa appNptlon in ihe following: City of Los Mgeles Research Report No. 24862, State of Flaida Ifsdng FL#889, .02, U.S. Dept of HUD Materials Release 1263c, Texas Departmer� of Insurance Product Evaluation EG23, City of New Yak MEA 723-93-M, and Califomia DSA PA-019. These cbcumenls should also be consutted for addiBonal infamatlon conceming the suffab�riy of this product far speafic applica6ons. 0 2009 James Hardie Intemational Finance B.V All rights reserved. PIeaS2 VISit WWW.jemeShB�d'Ie.00111 �� n�, sM , and � denoie trademarks or registered trademarks of for Additional Product Information and Ja mesHardie James Hardie Intema6onal Finance B.V. � is a registered trademark of James Hardie Intemabonal Finance B.V Availability, Installation Information, / Wamings, and Warranties HS0921_P6(6 4109 PRQJECT RIO-2166-09 ENGINEERING EVA�UATf01'J REPORT FOR A`fTACHiNG JAMES HARDI�RO BRAN� FlBER-CEMENT SHlNGLES TO WC)OD FRAMED WALLS WITH VARIOUS �AS7ENERS .1AMES HARDfE BUlLDING PRODUCTS, ING 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE R�ference Reports and Res��lts 1 Purpose of Analysis 2 Tatale 2a Calc�aiated Design Loads, 15132 inch plywoqd sheathing 2 Table 2b: Calculated C?esign Loads, 7l16 inch OSB sheathing 2 Table 3 Pressure ta be Resisted for Exposure B 3 Ta#�le 4 Pressure to be Res�sted far Exposure C 3 Table 5 Pressure to be Resisted For Expasure D 3 Design Wind Load Procedures 4 Table 7 Maximum Wind Speed (MPH - 3-sec gust) for Various HardieShingle Exposur�s and Various Fastener Sizes 5-6 L.imitations of Use g As praduct evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2007 Florida Building Code. PREPARED BY' RONALD OGAWA & ASSf�CIATES, INC_ 6801 WARNER AVENUE, #376 HUNTINGT�N �EACH, CA 92649 714-292-2602 714-847-4595 FAX �� ti�i�tu r`�� \\\\```\ , �,'''•.� , . + u ��.-_ °_°-'�3. ra ��.� �� "' - 4 � = s�� ``'�w:: �= - . ,,� -7 - I ��y `..::. P�� - ��: ,i - ` ' , `�• �.., ��.y�� f� - ' ��° �' _ � �,*� � ,,�`�� t :.- � . �: ,L',r.�id U�awa 3nd E•.ss ,�,�atea .� _ . ��9!li V'Jarn��i Avsn�;o #� t � u:.�r:tir:^,tor; 4�Ear.h .- �:Zn%:. r^ro�e:l (?IO-2 %[i �.. �,; 14) 2�J2-2G02 � �ed (? `d) 84'-4595 ,'rf;: .:a�nes Nafd�e t?utl.l�ny Prodiic(s i�� .; , '� 'g ' i, :, ii ;I)1 � litt A�vetr�� - 'i , t � �«��'-? �j s� l f urdar�a, G,, 9t3:3,- .. f �",�`Y -�- 1�3Q�;�34?-7..-.. ; � - {.� ��'�'.'" Y � �:. Euaivation Subject: � � Nardie5iiinglaJ Nothched Panel Siding, HardieShinglee�l Individual Cladding Shi:�gles �` �'' ;, �°�� ;� F�4 a � - + — 7ra4e N&mes: `} n. � ;�� - ! Iard:aShingic �' N��thch€:d Par:eis, R lardieghingle' : lndiv:�'u�t ShirGias �' ��; - 7 � : ' �� Y��f�i"�_,�.)4- � � � Reference Reports: - ,;� j,., � � � t) fri�r.�tek Testii�g Servic�s PlA, Inc , Mississagua. Ontarw, Repart 3067913, 0.129r05 ;ASTt�': ;t t86? =`_ �,�_ {� `,' �$��' �,�` �� Testing HardieShingle Siding to A51'M C1185 on Ftber-CemeM Flat Sher•.ts � ��! ,}�� 3 ��,� 2) Ramtech Labaralories, �r,c (iepoiY t?-036-flfif1602 (ASTA�1 E330� /��'�''+' f��i'"�� ti �w, 4 . � � I"ransverse t-:yad T2� 1;4" Tnick by 48 ineh vnde HardieShmgle Notr�ryed Paneis fr,stalled .^,n 7t IB �:�cn �nr.k OSIa ra'e7 sti�ate '` d3 jt�a ` � na�ied vnth a(-112 �nch la�� h� �.OA3 irch shar.k d:ameter bY O.tfi7 inrh hs�d d�arnetFr r.nq =P,�:;;k �:;�i 3) Rarntech L36cratnifes. ir:r R�p�rt t f436.S9i!5�3 t:�S7M E330j (ransverse I.oad T�st. tl4" Thick ny 48 in�=1� wide FiardieSh�ngle Notched P�anels u,;fallepace�f at 1C; ttich�s on center vtith a t-tY2 inch long by OD83 inch shank dia�nete! �y 0�I A'r :nch he,d ri:an�Ft2r rng shank +y,,,i 4) Ramtech Labcratar�es, ina Repcit 1 1436 991 i6r i;ASIM E330) Transverse Load i"est. �;A" T;tich Gy 48 ii�G� wide HacdieShingle Notched PaneiS ir:siall-�ii '1:r 4 Wood Studs SG = D.aO �paced �t 24 inches on �enter �vith e t 11"2 inch Iong by 0.083 inch Shank diameter hy D 1&7 inrh kic�sd diarnater ring shank ��-.ii 5) Raintech Labaratories. Ir.c- Repar iQi �+4-97-1468 (ASTM E330) Transvarse Load TFSt, t iA" Thick t/ 12 irch wide HardieSbmgla Ciadding Sf�irgles �nstailc,i �r 25/s2 fnch RPR raled sheathing naiied ivitn a NumGer 11 yauge t inch long roofinc� naiE 5) t2amtech i.abttat«ries. :na Repori ?0784-97-14fi4 1ASTFA E330j T, ransverse Load Test, i; ." 1 nick by i Z inch wide NzrdaShingle Claddinp Snir:glvs ,rstaNed oq ;�16 i::ch QS€3 � ated sl��4athiny tlaile�J �.wth 7�> 091 inch shank diameter by 2 5 inch lon� by 0 27_t inch he.'�d :iamnter Reference: ASC[ 7-G5 _>007 Fiarida Buildiny Gode ZOO6Intemat;c�nai 8uildmg Gede�� 20061nternat�onal ReSidential CodecpJ ResWts: Harc;ie5hingle NotcheU Panel3 and Ha�dieShingle Individuai C;add�ng Shir.glea r.omply with AS7M C118�i, Sfandard Specification tarGrade tt, Type A Norr asbestos Fiber-Cement Flat Sheets. Table 1 Results of Transverse Load Testin Frame �tVeather Fastener Ultimate D9sigrr Reporl Test Thickness Spacing F�cppsure Spacing Load Lo2d Prodwat Number Agency (in.) Frame 1'ype (in. Gin.) fn.) Fastenar 7ype (PSF} (PSF) r,tir.imum '/16 in thick t7S8 1.5 in. long X Na�AieShingle ��k��_ ;Feathing O.G83 in shank X Notched Panel - ggl1602 Ramtech �.2� compl�nng 7 13.75 0 187 in. HD ring 68 2<^.7 Straight instaltation with UOC- sMank nail PSi Miafmum 1It8 HardieShinglz in, thick O56 1.5 in. long X Nofched Panel - 11438- ��tech U.15 Sheathing � � 3 75 0.083 (n. shank X 61 20.3 Stag9ered 99/1602 comptying 0.187 in. HD, ring Instailation with �OC- shank nait PS2 t5 in. tong X Hardie9hingle 11438- Ramtecti 025 ZX4 W°°d 1g 7 blind 0.083 in. shank X �� p Notched Panei 9911603 SGaO 4G nailed 0.187 in. ND, rin8 st�nk nai4 1.6 in. bng X ffa�dieShingle 1143& 2X{ �yopd hi1nA 0.083 in. shank X Notched Panel gg/7gpq Hamtech 0 25 S�z0.40 24 � naBeA 0.187 in. HD, �ir�g 97 32.3 shank naif Mlinimum 2 roofing HdrdieShingie 15t32 in. thick neils No. 11ga, t-1/4 Individual Cledding � 079487- Ramtech 0.25 p �� 8 9 inches in. long rooflng 100 33.3 3bingle � �� from bult nal wifh DOG � PS1 Minimum 7/# � H9rdi�.ShM9�e k�.itickOSB 2t�i9e 0.097Nt.shonkX 0.�2t kt. HD St IndiVidA�alONaddir� 1 �� - Ramteeh 0.25 c �� 8 911iqhss 2.8 ��, 88.4 28.8 �� . froYn butt � � PS2 � ' Pege 1 ?; j �ue ;1�7 C:gar+a <:nd Assr,cia;e.s. ii�� ;n71 .",'3` rn:r rlv2nue. x3 i i� H•�nh;;g:,or: reneh. CA 923d:-7 Fr�;,�' RIO-21ei6-Q9 t7'4) 292 250?. cell (7141H47-45�5�ax �,raios Fl:,�die Bu:id�nz; =-�� Ju._:s � �0'�p _'�?, nvenu� J::t�:ra. C�, 52�37 . .�!tiQ- iA2 734:� Nurpose: T h;s ;�nalysis is to �±aterrt:ine Ihe max:m:_�m rrmd spaed to be rasisted by an assemcly of HardieShir.c�le NrtchecE Pa^eis or i�3rd�et;i��ng;� :-.^';��d_ial r�a:ld::�_-; sh:nqic5 tastene� !o v�eod Pr3inir;g _:. �,oa9 she?4h:r.y erti� sidiny na:ts cr r�oi.ny i�ai:`s Vvith rac��rds t4 H�r�SisSh�ni;iE Irtli✓�Qu.ai Shinglex an6 based an resufts of±a.stirg Blnch wea:hsr exposilre. v+e prorate?he aica of ? ir� `: a:�d G�r.ch weailier exposure back to the orginel3 inch :veatrer exp��ure to determir�e the respective uplift resislance zt re�'urEd v�e:�th�er exposures. liy using H proratiorr, ihe .tesign loads for va�ieus llar�lieShingle �!idividi3al Shingfe weather exposEires wiii be detern;ined Table 2a, Calculated Design loads for Reduction in Weather Exposu; e. HardieShingle individuai Shingle nailed to 15/J2 incb plywood sheathing Uesiqn t+?eather F'ressur. x rF �'It�ritale i a�d -- Pcs.: _ 1_uad tP5€') IPSFj (:nrlizs) �FDS=3j � y,..,, d 1 OD 0 3� 3 --- q, 7 1 %7.0 42.3 � r� 5 166.7 5fi.8 f'�rh!o; resutts Hard;e5hingle ?ndividual Sh;nyles msta!led on 15t32 inch ptywood v�ith R�o fastenarz located 9 inches from ihe free end. 7 he asaembiy tested in Ramtech Report 10794-C17-1458 has a weather ezposure of 8 inches. Prorabon of ihe ereas '£Jeather �"Jeather ij � Exposure Area (inrhesl (54 fl; A, � .. 0 567 ,�, 7 0.563 n� � 0500 � !�y Assuming the same resisfance, we can set Ihe moment for the tested configuration equal ,o the momeN �=f Lhe red.iced expasure 'rharafore, ��,�xl �1X9ia=A�Y.(3.5+ I)X9� Sol✓e for q q, = I� x t4 + �? X q�„ Y[A, x ts.s +�» �.�X� f)x9��+=�aX( �tX�:: Se?ve lor q �, Qz= I�ezi x(4 r � f X 9r__se �[A, X e 3+ t)1 9aw qi Qz t 00 128.98 168.67 Tabla 2b, Gatculated Design Loads for Reduction in Weather Exposure, HardieShingie individuai Shinpia nailed to 7ti8 inch O56 sheething Weather Des�gn Presaure Exposure Ultimate load (Inchesj LoaA {P5F) IPSF) (FOS=3) 9� 8 89.4 29.8 q� 7 113.5 37.8 qa 8 149.0 49.7 \\``` ��\l��; il � l ,r;� /tjJ lf/�, '// Check for resulES, i �� ,.., HardieShingle Individuai Shingles instailed on 7/16 inch OSB with two fasteners located 9�nches from the free end. � �i� ! The assemby tested in Ramtech Report 1079497-1464 has a weather exposure of B inches. ,� Prorafbn of fhe areas: A :� ;� %, _ � � Z� Weather Weather � - � � ° Exposure �` ' 1) Exposure •, - � � (inchea) ( Q �) = � ' ..� Q� +' � !� 8 0.66% w �i � � i w � � '�. , � '� ..,W A� 7 0.583 A '�+'�',� • � i " ;��' ' A� 8 0.500 'f}p�'�1��,�� 4,� t� ,«� °, ��; it�#1�� a� ��i�' ' 4 � ' Page 2 Ronafd Oyawa �mu a;� ;x �.;:::s. in'= 59G1 VVat!�er.�;de:�ue # ,,, !;ur.i�n;toii�.�:2: ! �t:45 t f:_)P.:�l. 1=;I( I;�r (� 14) �g�-�,r r �714) 3h' 4':95 `��x t::r �.c.: ; i� - ans �}i�8din:i Froducts, It Y y4l; i 1 ! 111; � �� t'if:u� F��n�.Vr.n:ie :` ` �h�' �rl� , F=�i'�!;+ �;t=.9; 337 � . ��'�" � • .` �� -;:=;n_.�;�.7;.a; -� ��' .,,�- ' p� , ` � °' '�'��'� � � , ) `��' � `" �'=. ` l3y assum:�g L":e Same i esistance we can set !he mr,mznt fe, !he t�:si+:d �=;r'i z!�or s,u.�l fn the m�;menf c'. tl��e n=duc_x}"�,�p v�fe_.� - � j , �. rhereto�e- , � '�� '+��5� X(4 t t) X Q�.� :-= At k t 3.:i � i) X�l. _ "-!�--` R��. �� t t� 5oNeforq,, ��~� k;7 � - q,=[Aa,.X( i3.5*1;) `�� %, y � ��Y l+:,s X 4 �� I � s.'S �Ta� � -�7� t { -) Y 4�., � A., �( i? r � X �I, �'�� } ,$ r SONe f0lQp ' ��., . =L , � ' � ^ / � q;`IAas�x(4+11Xq.�,.�]i[A�Xf3'i;J ��;, r'�myp ' -'•'° .Lf � * . _�_ f �!f/�' ' �$ : �tM�'"� � � f <k�� `it 9_ ��'MRtltliF��.��,�.�t�y�' , , f394 15352 ?A906 , � T�t�la 3. Prsssures (PSF) to bs Resisted at Various Wind Spoeds - Wind Exposure Category B, Kz[=t, l�=1 � Wind S ad(3-second ust 85 �0 10� ?10 120 130 ta0 150 170 � ---- F osure B B D 8 f3 B B D 9 �� AdJuatmenf � tieight (tt) faCtor, n. �'r�� 17 A i!i 5 't4. i 29.1 34 7 ail ? 4�,' = �1.2 60� 0-15 1 17.4 i 9.5 24.1 29 1 3A.7 40 7 472 5A.2 69 � 20 1 17 4 19 5 2A.i 29 1 347 4D.7 473 54.2 6y 6 25 1 17 A 19.5 24J 29. 1 34 7 �10 7 47.e 54.2 69 b 30 1 17 d i 9.5 24.1 29 1 34 7 40 7 47 "e 54.2 69 G 35 1.D5 18.3 20 5 25.3 30.5 3"u.4 42.7 d3.6 56.8 73 ! 40 1.09 1�JA 27 3 26.3 31 7 37.8 �44. �t 4 SD.9 75.� � 45 1.12 19.5 21.8 27.0 32 6 38 9 45 6 52 `� 80.7 73 0 50 1.16 20.2 22.6 28.0 3a.8 A0.3 47.2 5b.8 62.9 80.7 55 t.t9 20.7 23.2 287 34.6 41.3 46A 58.Z 8d.5 82.A 60 f.22 21.2 23 8 29.4 35.5 42.3 49.7 57 E B6.1 HA_�J 100' Kz = 0. 30.8 34_5 42.7 31.5 81 4 72.1 83.fi 'J6.0 123.3 'Fur height> 60Et: Kxt=1; Kd�0,8h: 1=1. L'sCp=1.8;GCpi=0.18: p=0.00256"ICZ'KzPKd'V^2"P(GCp�GCpi) Table d,Pressu�es(PSF}to be Reslsted ai Various Wfnd S�eads • Wind Exposure Cafegory G Kzt-1,i�1.J Wind d 3-secontl uat 85 90 100 1t0 120 t30 140 150 170 osure C C C C C G C C C Adjuskment P � T � 7 4 19 5 24 1 29.1 34 7 40 7 47.2 542 u9.f> Hei ht (ft) factor, x Q-f5 1.21 27.1 23,6 29.2 35.2 A2.0 44.2 571 65.6 F34.2 3� 1. 9 22.4 25.2 31 1 39.5 44.8 52.5 BQ.9 69.9 (3�3 B 2S 1.35 23.b 28.3 32.B 39.3 46.8 54.9 �3.? 73.2 �Jq.O 30 1.4 24.4 27.3 33.7 40.7 48.6 57.0 88.5 75.9 �JT 4 35 1.45 25.2 28.3 34.9 42.2 50.3 59.0 68.4 78.8 100.3 4D 1.4ff 25.9 29.1 35.9 d3.4 51.7 80,6 70.3 80.8 103.7 45 1.53 .6 29.8 38.9 44.5 53.1 82.3 72.2 82.9 108.5 50 i. 27.1 30.4 7.8 45,4 5q.1 63.6 73.8 84.8 1A8.8 55 i.68 27.7 31.0 38.3 46.3 55.2 64.7 75.0 88.2 110.� 60 .2 39.0 6. 6 . .8 = 1, 8, 4.0 85.7 78.2 s1,7 108.4 122. 58,9 'For height > 80f1: Kzt=1, ICd=b.85; i=1, GCp=1.8;GCpi=0.16; p=0.p0256•Kz`Kzf`Kd`V^2'i`(GCp3GCpi) Table 5, pressures (PBF� to be Resisteq at Various Wind Specds - Wind �xposure Category q Kzt=1, (=1.0 Wind 3•sscofW� Us{ 85 90 100 110 i20 130 140 150 170 tve D D D D D 0 D o 0 � P�p = 17 4 19.5 24.1 29.1 34 7 40.7 47.2 542 69_6 HHgM (ft faCtor, x 0-15 1.47 25,8 28.7 35.4 42,8 51.0 59.9 69,4 79.7 tp2.3 20 1.55 27,0 30.2 $7.4 45,1 53.8 63.1 73.2 84.0 107,9 26 .61 28.0 31.4 38.8 48.9 58.8 65.8 78.0 87.3 112.1 3U 2$.9 84,4 .0 4p.3 57.6 87.8 78.4 90.0 11$.5 3S k.7 $ 33.2 41.0 �9.8 5.0 89.2 .2 92.9 f t$.3 40 j. . .� 3.9, 41.9 50.8 0.4 70.8 82.1 94.3 121.1 3+1�.7. . ;° :9 S1,B 81.8 72.4 84.0 98,6 12 ,9 i ,7 8 , 3.7 .4 �. 1 :D ,S . 4.A' 7 128.1 ` .1 A 1 �.s' r. .� Oi.7 8 1' � , -. : .. � , � . . , . :i : P p`kGGp� 7'8�i1a�y 31hAlf�h'lf�gre d�tl Otl'�rE T.�b.and consfatent VAth tRe 20Q7 Fidkla B�IdM� Code Page 3 Ronald Ogavra and Associatr:s Inc 5901 l%Jainer �var�ue #37F, HUntiny'!Gn Beach, CH 92845 Pra;=ci R�p-2i6o-09 (714! 292-2E03 ceit Q141847-4595fax ' �aines Harute B�!�Idir�y I'roducts, Irc 109C1 Elm Avenue Fontanr3 CA �2337 1 cOG� �'Ai 73�3 Oesiqn Wind Lnads. Equabon ?, q, 0,00256"K�"K�'K�`V'"I q� velocity pressure al height z K.� velocity pressute exposure coafficient eva�uated at height z K„ ,topographicfactor h, v�irrd directionafity factur V basic wind speed (MPI-I� I inipnrtsncefacicr Equaticn 2, n=4. GC , product pf extemal pressure coe�ficient end gust-effect factor G�,„ psa�luct of inFernal pressure coefficient and gust-eReet factor p, design pr2ssura (PSF) for cladtling Substitu!e q irtto Equation 2. �=0 00256•Kz K Solviny for'✓, V= (p!(0 00256"K_'K�'K,�"I"lGC,±GC��)))"0.5 Tadle 6, Goefficients and Cons[ants used in Dsterminin V Basic Wind S eed MPH 3-second ust) K� Height (�t) Exp B Exp C Exp p K It I GC GC 0-15 0.7 0.&5 103 hs60 1 0.85 1 1.4 0.18 20 D,7 0.9 108 1 085 1 1,4 0.18 25 07 D.94 1.12 1 0.85 1 LA OJ8 36 0.7 0.98 118 ] fl.&5 1 14 0.18 35 0.73 1.01 1.19 1 0.85 1 1.4 0.18 40 0.76 1.04 1.22 1 Q.85 1 1.A D.18 45 0.785 1.065 1245 1 0.85 1 1.4 0.1$ 50 O.Si 1.09 1.27 1 0.85 1 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1 1.4 U.18 64 0.95 1 13 1.31 1 0.85 1 1.4 6.18 100 0.99 1.26 1.43 h>6Q 1 0 85 1 1.8 0.16 `\\\`` „�1U11IiiU t� l � ` � ,` �t�� \ .�'•-.;{'rY,d.l�� r r +� � '"w i ° � � r _� � ••= �'�" � . ._ _ . i� ; ' ,= � '� � _. y • ,^ � . � � : j�,�� ,- . - � � � .�� ry��a��A��'A�� ' �� _ v ��KM�� , i i Page A � ,�� " �� , �,., , � ' -. f�_ �!,�Oy.r�:�ar.d�:ssr.��;�t. � .� ,,_t�)�+j�i'�r,.� ..'V��'�•.:ii�(AV6i1'.a� i��:'; . \_ I ;: , _ ^. F,each �'n. " : � � i��'� c . p�,��., RiO��w--_- _ , ., �52 ?P,7% ell - � , ' . � ;�-1' ft:"r-�5�`'`a. ° � ,_ ' �.t �� ) �,iii.F��, ki F'.V.i�1�!':: �' ui..i. : II. � .. ��;01 I-'�n�Ae< y 4.�' � �. _ ��i.. f�o::-nt; i_AFr:^�7 ' <h;l i .:� . -, +.. r,;�i�-�7. '?q? � y"� � " _ `i{}�ii.J'� �', ,M;°, i -. . j � E - ' i.,�y�R� `` .,!'. ";;. ; s�-,.`. �, Tabte 7, Maximum Wind Speed (MPH 3-second gust) HardieShingie Siding, ASCE 7-06 Method 2 �#� �� 3 �. , �asic Wird Speed mph Coeftic{ents uae.d m Exce� cdn,iut;�ns For �u:� r (3-se.:ond gustt , IB_ CbB� tRG�� K _ _-._. --- -- �-- - ------------� - - -- �--- -- ; - � Pir..i�ic;! r'e5teiter S.�d tiveatnei Bu�lclh�y ( G_sqn ; � i Pastarnar Frame i � ?rc:i�act �ihicM.ness T c �, Spac�ng f e Spac,ng Gxpoc�_rs Heu,�ht F3 L `( CJ Lead ! j ! rin�resi i (in:hesi Yp {incnes) (in) i�eet) E ;°SF! � � ;ap e sw ��t u r� F:, ��r_, cc . { 0.15 97 f38 &7 Z� 7 0. / �.8@� ; 03 :`v3�] � i w d5 t 1.4 (3.1 S � � 2�� 97 35 78 ?2.7 U' Q9 t;a �' 035 t�? 4 � id ;vl;^iln�.;�l � , 25 9i $4 - Q J: I 1: �s15 i t G C iY ;�r i: n? � ?r d7 R2 %5 :n; G.7 0-�+8 1 1[ '• �J85 4 1.d 0 id , ' I � , �. / r � _ __ _ -- �� _ :-._ _ __ ._.�. IIa�:.,aSiur�<11r: ''��. � th�ckUSN � � 3` :15 8i �A ?2T �-73 tpi it5 C_ OU5 1^a 01Ra PJotchad Panr� -� shank . F� shealhi�t;� � i df i3 60 ;a `r27 076 '.qb 1,�,^. � 1 095 1' ? 4 0.18 Shaigh! i �J'87 �n ' ,> m I ir. I � �r,siaN�tion i H� r�n� ' P Y 9 I _-75 92 ?5 73 :2 7 0.7as t 065 t245 1 0.c�° �� a o?e � vi:�h DOC- � ;0 °0 78 72 22 ➢ 0&1 7 09 1 27 1 � 89 i t�5 0.'8 shank na�l pS2 � � ( � 55 @9 77 72 22.7 0.83 1 ti 129 _1 935 1 1 4 n.i� 60 88 76 i'I 22 7 0.85 1.13 1 31 1 U 65 1 1 4 0_ 1+3 tOQ 73 66 61 22.7 0-99 12f 743 h>60 7 O.b5 1 1.8 O.ta 0-15 52 83 76 203 �.7 � 85 'I 03 hsP,O t 0 85 1 1 4 0 19 � - 20 92 S1 74 20 3 ^ 7 0.9 1.08 "I 0.83 1 1 4 0.18 i�,.� 25 32 79 73 201 67 0.94 712 1 OBE 7 1,4 0.18 15 ��' O '�'� ] ilt6in 3Q 52 �8 +'1 ,�0,3 07 09B 116 1 0.85 1 7.4 078 Nardtr'3h!ngW �' 0')a3 r�i ,n�ck OSS 35 :a0 io 70 209 073 7 Ot 119 1 O85 1 1 4 0 78 Notc7ei P2r:ei - � enark X .-� , - T i , StBg^ �� f i i87 �;; =hsalhin�� EO P8 7 > %0 203 0TS 1.04 1 7.2 f. U 85 1 C 0 i3 I � corplying .,5 g? ?q 59 iO3 0785 7GBS 12A5 i �.55 1 t4 0.1a Irsta!i�ticn I ; tiD r;r� �.x:h DOG ( -- � ' enar,kr=a:: �S2 50 85 74 68 20.3 065 i.09 1.27 1 G85 7 t4 O.tB 55 84 13 68 20.3 0 83 7 11 129 t 0 85 1 1 Q 0-18 � i bU £f3 T2 fi7 20.3 085 1.13 1.31 f 085 � 7.4 0_t8 S00 b9 61 57 20.3 0.g9 128 'I -03 h•�60 1 O B5 1 1.3 0 53 0-15 163 148 134 G1.0 D.7 085 103 h:c0 1 O.So 1'1.4 0.'18 i j 20 163 14d 131 64.0 0.7 09 108 t O.B5 1 t4 0.18 I 25 t83 � i29 64.0 �7 0.94 1.12 � 1 0.85 1 1.4 0.18 � ; t 5�n leng 3Q 163 138 127 oa_0 07 0.88 1.16 1 0 85 1 1 d Q.18 ?C C.083 �n 35 160 136 125 Ea.O 0.73 t �t 1 �9 7 Q 85 1 1.4 OJ8 HardieSLmgle � 1f4 shankX bl:ndr�il <X4wcod � 7 40 t57 134 124 6a-a o7a 1.W 122 1 PBS 1 1.4 0.19 Notctied Panei � 0 187 �n. 3i s.�.:d SG>_0-40 HD, ring 45 15� 13'd 122 84.0 0.78b 1.085 1 2A8 7 0-85 1 1.4 0.16 shank rad 50 152 131 121 54.0 0.81 7.09 117 7 0.85 1 1.4 016 55 150 130 120 b4.0 0.83 7.11 129 7 9.85 1 1.4 0.'IB 00 ld8 126 119 84.0 0.85 7.73 t31 1 tl.85 1 1.0. 0.1�3 100 122 409 1Q2 64.0 099 128 1.43 h>60 1 0.85 1 1,8 0.18 0-15 716 105 96 .?2.3 0.7 0.85 '1 03 h560 1 0 85 1 1 4 0 18 20 �16 102 93 32.$ 0.7 D.8 1 D6 7 0,85 1 1,4 O.tg 25 1"f 6 100 92 32.3 0 7 0,94 1.12 1 0.85 1 1.4 0.18 1 5 in. lon9 36 LL 118 98 90 32.3 01 0.89 t.i6 5 0.95 1 1.4 6.tII k 0.083 in. 35 113 96 89 32.3 0.73 1.0� �.19 t a s5 1 1.4 0.�$ Hard;e5hingie �� sha�k:C biindnail 2X4wood 2�t � 40 1�) 95 89 323 tl.78 i,p4 122 � 4.85 1 �.< a�8 Notched Panef 0.187 in at stud SGaO 40 HD, ring 45 7D9 9d 87 32.3 0.7&5 t.q65 1.245 1 0.85 t 1.4 0.16 9h2rdcttall 50 104 93 86 323 Qfl7 1.09 127 i 0,88 1 1.d 0.'�8 55 106 92 85 32.8 0. 1.11 S 29 � 0.85 t 1.4 0.18 � 60 105 81 85 329 4.85 1.13 '1.31 1 0,85 1'1.4 0.18 fOD 87 77 72 32.9 0.98 1.26 1.43 hy6Q 1 0.96 1 1,8 .038 0.15 1 t8 407 7 a3.3 0.T - 0.86 7 03 hs80 1 0.� T 1.d 0.19 20 i 18 104 95 3J„_3 0.7 0.9 1.tl9 1 �.8d1 1 1.4 q.18 Minimum 25 178 102 93 3d3 0.7 0,84 1.12 1 0.85 1 1,4 0.18 2 roafin9 15/32 in. 30 118 99 91 33.9 O7 0.98 1.18 1 D-86 1 1.A 0.48 tiardieShinqie No. 11ga. i nai�s thfck 35 115 98 90 33.9 Q.73 �.Ot 1.19 1 0.85 1 1.4 0.'tE IndividUel ��4 1/4 in. long 9 inches piywood 8 q0 713 97 89 33.3 0.78 L04 1 22 1 0.85 t 1.4 0.18 Cladding roofing nail from butt canplying 45 111 9S 88 33.3 0.785 1.065 1.245 t 0,&5 1 i.A 018 Shingles edge with DOC- 66 100 94 87 33,3 0,81 1.00 1.2T 1 6,85 1 7.4 0,18 PS1 55 108 93 87 33 Q.83 1.11 11B 1 0.9k l 1.4 O,tB 60 107 93 86 3�9 Q.dS 1.13 1.31 1 0.95 7 1.4.0.16 iQ0 88 78 74 3Y3 09B 129 1.A3 ha80 1 Q.&5 1 t.8 D.18 Paa� s - } � ``' i. ..3 , : �� Oa�::a °�.� Assccia,e>. �r�c �` � �j� " � = s; i - y - p , 'i7Gt ��,�3;�;...� 1 h`�; � ' ,.,�:1 ,.NS..:.;x`� ' ` _ ri� �n: rn�re� 0e3ch C:A 92�'•"� �- - � �nqect RIO-<1�-0S ; � ,_ --,�"',-� _' � � a; zsz zsez ��,i - � ' ° � . , • ;�,a;aa; as��rzx . �:, � :.. ., , .,_, :,.� .,.. �. � r ,. ..., , _ ,. �` � - ; � _ =.:�„ _ �. . �-� -'`; �.'-; _ �-„�:tsn� ; a°._..i ; °'� = ` � : . 1 Y,')(i.h4? 7 �-73, ;.'� .. _.i , _ • I *,�'ry � S • �; «. F�� • + t\�� , � j � u ,� 3` . .. , , 3 t �"',�. . B2eic `Nind Speed mph -,,,F,y�,�p�ts ��se:.i in Exc2i ' Catcu�ation, f Gr rable i �3-sewnd ys:as) � l6C�& IRG�) -- - -.s_.. _ ------ Product r`a_t�ner Siutl VVGather BuildinQ ih•s,qn � 1 � �as€:;n��r Fr.��pe rro,;:ct Tn�a:hn�s� � f Spac�r:g � j Spacinr Expesure Height B C 6 l..�a: : j � .;�hvs� Y '" ;ir.ct+e�) je i�nr_'r.,�sl Gr� ) ((etitj rS;"i _ � i EXNO 2=%q'.. C��li �.j K� i vl', C.C� 0.15 133 120 109 42 3 0 7 9 85 1 0's hsEiO Z � 0 85 1 1 a 0.18 20 f33 117 1W 12J 9.7 09 10:� ? 095 1 1a Oid �1in��rurri %5 133 1?4 105 a23 0% �?��5 ' 1.12 ? 055 '? 4 0 iJ �..�. ��+` �: 3G 13s ti2 ?�,a a'L: ��8 1 iu -r- -- � ._ :�=� ,�.� � � �, i,a�,_.� � ati H<.rr�eSivrr.�le t , . - r � cn i � �: � �G t10 g:�. � �a;� r.K 35 1.,9 710 i 2 .:2 � 0'3 t0i 11J ' j �..., 1 0.18 M �da��dua! _ ----- �-; ir4 '„a �n lory 8!�diag :iy�r;oG�i I A� 127 ! i09 ?�'h� - 0�rt 1 c'-i 12? I i; p s5 3 01+; f:la�7d�ng r�`Il� d i �fORI �_it c[f^ I I � 4 .t t � r� K � -- �h:ng!es ��"" � P i` "� 48 125 1 W 9 2- 4T85 t.+.5 1 24„ ? i b 8� i t d 0_ 13 etlge w:th DpG i $G f23 l00 98 a2 7 0 8? 1 O�J 1 2; t U 85 i 1,i 0 IB PS1 I 55 722 105 98 723 �.83 9.i7 126 1 Oa5 7'I.�A 018 ; E EO 12Q 10-0 97 d2.3 O o5 1 13 t3': 1 O a5 1 1�: 0 13 ?Ot'i 70� 89 L'3 �23 � 99 128 143 h>�0 7 b8:: i i& 0-t3 � 0-15 152 138 125 s5.s o 7 e as �.03 r�oo i o �5 t i a v. �g ZO 152 734 122 i5 5 L� 7 C 9 i �� '1 0-b:a 1,4 U.18 htinimum 25 752 131 12p 555 �7 O.4ia 1-12 7 055 1 1.4 0!8 !-{ard�eSMr:gle 2roc!ir.g tE?32m � 3C t52 128 11A a55 07 0-98 1.ib 1 U s6 1 14 613 Irt��fvidual i No iiga t nars titi�k � :5 149 127 117 SSo O.;J 101 iiv I t JCS 1 1? 0.�3 Claddi:^g ';�� ;�'� Iona ;ifche, pfri�`� I n d0 146 tL5 115 a5h Oi8 i:�! 12;' ! 1 955 7 1^- e?ai Sh:relc•s � r:u:fir��, car' Fra.r ��, ! .�r�ciyinr� 45 144 123 7':4 � � o%s5 ��'�_. t ZR� � o.�t: i : 0 S3': ed3a w�th GOC- ;0 141 122 113 5S c a 97 1 c3 1 r 'i u e:� 7 s.a o_� c � �S1 j5 140 121 172 85.6 0.83 tii 1.29 � oat t t.s U.iN 60 138 120 111 555 085 7.13 1.3t 1 0�J5 7�A 01B 1L10 �14 101 45 556 099 728 1.a3 h>60 t n85 t 1,8 O18 � C'-15 117 107 92 29& 0-7 O85 tA3 hs�G t Ot15 7 iA t3.i3 � � 2Q 111 98 90 29 3 0 7 Q9 1.08 `, O R5 1! 4 OJ3 � 25 17t � &$ 298 07 094 fJ2 1 055 1 4.e O.iA �� Mirimum Hardie5hir,gle shankX 2sidin� ?Ii6!r. 30 111 9A 86 2g3 07 0.98 1 tB 1 085 1 1.4 9,?8 Indivitfual 0221 �q fla�is fNCkOSB 35 109 93 ES 248 Oi3 101 1.19 1 085 1 14 0.12 1i4 9inches sheathln9 6 CG 107 91 84 29.d 078 i.OA t2Y � OF..� 4 tA 013 Cladding HD X 2 5 from butt comptying 4S 105 90 83 29,9 0.795 7 p65 1 245 1 0,85 4 �.a 018 Shinyles in tcng �� 50 703 89 83 298 0.81 1.09 1.2't 1 O.bS t 1.4 O.tB si�ng raii pSZ � 55 102 $8 B2 29-8 0.83 117 1.29 1 0.85 1 1.4 0.18 60 101 88 81 ?4A Od5 173 1.31 1 035 7 1.4 0'IS 100 84 74 70 2y 9 0,99 1:8 1.43 E»EO 1 0 85 7 1.8 0 i6 0-15 125 114 103 , 378 0.7 085 1.03 hs�0 1 O8g 7 t,q p.tg 20 125 111 101� 378 0.7 09 1C8 1 0.85 1 1_4 0_18 Minimum 25 t25 108 99 378 0.7 0.9A t.t2 D.85 1 t.4 �.1H Q- 2sfd�nq 7i15m 3q t25 106 97 37.8 07 098 9.16 1 085 1 14 o.ta HardieShing�e shankX �kRs IhickOSB 35 123 104 96 3T.8 0.73 1.01 1.79 1 095 1 14 0.18 Individuai �� 0.221 iri. 8inches sheathing 7 qq 120 103 95 378 O78 1.04 122 1 u.85 t t4 o.te Cladd6�g HQX2.5 ��hutt compfying 45 N8 102 94 37,0 0785 7.065 1.245 4 0.85 1 1.4 O.tO Shinglas m.long � � D � - sidtrlgnail PS2 50 t17 100 93 3Z8 0.81 1,EKJ 5.27 7 085 1 1.4 0.18 55 NS 100 62 3Z8 0.83 1J1 t,2p 1 0.85 1 t4 0.79 60 tt4 99 92 9Z8 0&5 1.13 1.31 t O.A5 t 1.4 OJ@ 100 94 83 78 3r,a 0.9s 126 t.43 h�8o 1 0.85 1 7.8 0.18 0.15 144 130 118 49J 6.7 0.85 7.03 hs80 1 0.95 1 1,4 0,18 20 144 127 716 49-T 0.7 0 9 1.06 7 Q 85 7 1,4 0.78 O.�i in. Mi�imum 25 144 124 714 49.7 0.� o.ea �.�2 t os5 t t.a O.is 2Siding 7l16in. 30 iq4 t21 N2 4A7 0.7 0.9$ 1.76 i 0.85 5 1A �.18 HardieShingle sh6nkX qails thidcOS6 35 141 120 110 49.7 0.73 1.01 1.te 1 o.e5 1 1.4 0.18 IndiVidual 1/4 0.221 i�. 7inches sheafhing 6 40 138 176 109 49.7 D.76 t.W 1.22 1 0.85 1 1.4 0,18 Cladding HD X 2.5 from butl com i i Shingles in.lony P�� 45 136 117 108 q97 0.786 1.085 1 2A5 7 0 85 1 1.4 0.18 sidingnail edge wttltiSQG- 50 134 115 iQ7 a9,J 0.81 1.D9 t.27 1 0.88 1 1.4 O.ta 55 132 114 106 49.7 0.83 1.11 t.29 1 0.85 1 1.4 0.16 60 130 113 105 qg.1 0.85 1.'13 1.3i 1 Q85 1 t.b p.t8 100 f08 98 90 49J 099 7.28 1,43 h>60 1 085 1 1.8 0.18 LimitaUona Ot lJsO: 1) Fsatener pufbut must be evaluatad when installed over steel sfuds or a specias of »rood studs other than that whfch wes tested. Page 6 Florida Building C�de Online Page 1 of 3 b. � a 3$ � � 1 1 ' i � , w I # . .. A .r . n � , BCIS Home Log In ; User Registration � Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map F Links S� +�- � � �,� �., . ' Product Approval � USER. Public User "�11 Product AoDroval Menu > Product or Application Search > Aoplication List > Application Detail FL # FL8959-R1 , ' � � Application Type Revision x � : a� .. Code Version 2007 � ,� . Application Status Approved � � � Comments V � ' Archived � M � �. �°� Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@mason ite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E1300 1998 ASTM E1300 2002 ' TAS 201 1994 , .. � � � , , •, , • , � , , , � ,.,-.. ,. „-, .,-. . ,-,�. ., r .,. , ... .. .. . ,. . .. . , � ,,, „ , ,. Florida Building Code Online Page 2 of 3 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2008 Date Validated 02/14/2008 Date Pending FBC Approval 02/15/2008 Date Approved 03/18/2008 Summary of Products FL # Model, Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 Rl C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in iocations adhering to the FL8959 R1 II Anchor Detail 68 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.2 Metal-edge Steel Side-Hinged 6'-8" Impact Glazed O/S Single or pouble Door w/ or � Door Unit Sidelites Limits of Use Certi�cation Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 68 ME Giazed.pdf Florida Building Code including the High Velocity Verified By: Nationai Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. � 8959.3 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes t .�+...!/......... n,.,.:a,.�..:la:«,.,._�/.._/.... ,..... a�l .,.....,�._.._.._...---.��v�---�r��rc7T:�...._.�r ovrri nTrTn----_c�_i� nici�nin Florida Building Code Online Page 3 of 3 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Ri II Anchor Detail 80 ME Giazed.pdf Florida Building Code incfuding the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additionai information. 8959.4 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed O/S Single or pouble Door w/ or � Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 RS C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R1 II Anchor Detail 80 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional information. Back � r Next Department of Community Affairs F/orida Bu1/ding Code Onllne Codes and Sbndards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2010 The State of Florida. All rights reserved. Privacv Statement � Covvriaht Statement � Accessibiliri Statement � Pluq-in SoRware � Cus[omer Service Survev I Contact Us Produd Approval Aaepts: • � eCfuee Vrr151�q � '1GAFCL tW VERtFY � � � `z � c� • • _ � w n� � � -� � * �� ° mr�* � g�o c= ° o ° m=� z IT7 � � c�i� n v� � r�* r n �� c � m c d�Tt o �� ' v� z� N o� � o o r� O � � ,-, o� v� Z�� c � r m D r*� �-+ o Z a ° a C I� � _� � � � o � Z �� g-�D-� oo m � � m �-+ cn o � x� � � � � ° � m� �� sN m � � � o�" � o � m �"c� v Z rn O ITl cn +� z� m r`*iz rnc �Z �� oz� v � � � �ZZma �o rn � m�� r� c��n� � �r` \ � �oovv �°'� °� N � �o��? 20 C 0 00 � tn N � o ,� x m � � �� w �u z� az �m N �� rn � �� r*i � ro C S � � r*��° � �m m� � C � � �� rn�� v ur"i�`'-oz 2 Z � `' • _' o v "' i � o � r' �' �° � O �" i ��° Ti � =.i� O,� �c C� � � � ° � v � �� Z �� CA � =i � � z c�„ • N C7 � o m ; _ � .,; � � � m � � z � •o � �o ': c�''n MAX. FRAME NElGHT 8].875" : c� � Z �' � m 63" MAX � r � D.L,O. v z � � � r, � N Z .`� „ G') I"' � O � � � v _ _ ° _c� � � �, � � t.� O � � � v � � �� C,i W— � W y�CJ1 mz � D� ' � O � � �� r =� O ={ tn � O Z C �i .� Z �� ~ zo � � � � i � C � � ! '�I m N � � O •� • ,�� w � � �� - � �� x �' �_ A I I t a _ D ❑• , r 31" 31" � Q 7.375" . SI (n � � �' rn 0 x x c.+ D w : N N � r � \ \ � � � � � �� N N � �� i x � X O rn . N x N = � 1 � [ x '� �w r 0° N O — — � W � � � `� °' � �; � D , „� � ' . : r x m o v n � � rn � _ g w � '' W r �, � � I� � � ~ � � � x k W � � �s s � �� y � N N � � , rn � u! � W �_��. � � � D _ � S D — _ � � C� �'; w � _ � °; S °' : A N r t � a ..._ = D � n-i 00 Z�� y —� � � � � ��- 0 0 •� D � � 4 MORE EQUALLY SPACED � 6 " c.' ° � Z � 6 oo � � � �� n � p z � --�- �-, �.�' X . .''i � � z � N O �" � � I 4 MORE EQt1ALLY SPACED N o � s m m - o ''ri'': �� g" � �� o . � a , 5.5" 41.250 ° o .. o �" � �$° � � j � � � � � � $a � — � � g � � � T � Z -� � cn -a � D °' � z] p -�=C� ` � � � C � � � D D --�-I 2 � � °� -� C��D z � W rn� � � = o� 'I f I ( I I u� o �� -�— � rnornD rn �m _ � � Z - =m O �� Z -- _ � � �Z�� ^OD � - -- � � N ;� D � O D -� � Cn � � � � ^ (n D D z�( I � O:U rn � r� n 2 D� mz-� OZ � a C I y� ��Z �p0 r*1 ��-r10 O p=nm � �C7 Z m N.,R ° �� zc D zD � - �• �. � "D ��t � 31 „ 31 „ W�o� �m�D�=i�� D 7.375" +-- �C�� zm�� r nm � ._ ��rTi�� v p�� °��°� = �� 'Tl��m D � n>r �m�� z \yN2 2D I o= cn F''��o \f '� +l m =�N � ��Z r �-Z-{Z� C�lly�D� ��n �� n-rt�� m0 21" nz��Z��O � D � f*1 G� m c� _� r�� °� rn � cn --iC D�� Z��l � ;� 'f y�� D�- Z m �o nWD � �� zp �� D rTl fTl ;-� rn Z D � _ � � Q m m N � � � � � N � —�--�•— � C�n ZC�Z � � D O � -�ID� C7DC� m c�m =r C ° � _ °� o w �� w _ �-,.� � m �, � . < �� rn rn —�I �Cn a A � z _ � � . } Q � � • 4 MORE EQUALLY SPACED � o� .. � . .�},� ° m i' y�� 1' c" � � m 1 � V �� 6" � N � = �XV 4'. 5.5" 41.250" G ; � � N � _ — i i I I ( I --- D -P � C� T. Q -< � X U7 z C�/7 � .r� \ � r� m rn w w � � N rD = � - , C '- r n X � mD � � - � • > � � �C � � •`C�J �� r -( rt � rn � m mr O � � � C �� - � � s � � = D f�T1 � � � o rn _ —..�L . � � � `� _ �V rn D °' � � °'- O � � m � N �,, m W � -f i i ! f f-. r w 4 MORE EQUAI.LY SPACED � 0 6" l ao 1 6" w Flc�rida Building Code Qnline Page 1 of 2 � � � � �4 �� -� � � � t `4 § - � } �jn� s`� , t� �� _ � '��'� '� � sz _- - - - � _°i �, � � 3 - '� �� -��., � _ �, � ` � :� � � � � �� ^_ - � _ - _ _ - s i fi � � � � � — � � � � _ k � 6 � � k �� -: � _r ��i� � � ° F��_ i� :�.��£ �� .l��- — �a.i� ',�'',' - _ .w �-�� _ � _ _ _ �` _— _' _ ' _ _�. ;��. � : > - '___ _" _ .__' ` __ ��-` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search �- z- ; � � � N Product Approval ' '° � � q `�� i� USER: Public User _ - � # -�, `- �,�. �'�� _ ' �,;;, Produ�:[ Approval Menu > Product or Application Search > Appiication List > Application Detail .e :�ri�s==`�'w'?�,��2r :.�'�:.:�: . �,��,�.�_; �� :; FL # FL5444-R2 ��`� ��v ° A lication T , PP Ype Revision { �� - � �" Code Version 2007 � §,- "� ._. ,. ��.�: �;.� �- �, � � � = Application Status Approved f ` i � � � � �� -_` - g �f Comments �:� �. � , , �� - ��,_ � ��= Archived n � � �� . _ _ Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ° Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date SO/O1/2010 Validated By John W. Knezevich, PE • Validation Checklist - Hardcopy Received _ Certificate of Independence FL5444 R2 COI Trinitv ERD Certificaiton of Inde�endence pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 ......ii--•------ n.._.a..ti--:i�_--- -�--�- '- - - ,., � ,.r,�,�>,�. ..-. . , . .....r... � .,.,.,.. �._ _ _ ._ ._ _.._ Flonda Building Code Online Page 2 of 2 ASTM D3462 . 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval OS/31/2009 Date Approved 10/13/2009 ___ _ --------- - � ---- -- - - - --- -- — - -- - - ;Summary of Products FL # Model, Number or Name Description � � 5444.1 CertainTeed Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof i r Shingles shingles � E Limits of Use Installation Instructions � j Approved for use in HVHZ: No FL5444 R2 II er072709FINAL A�halt � � Approved for use outside HVHZ: Yes Shin_gle FL544_4-R2_pdf ; Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 j ; Design Pressure: N/A Created by Independent Third Party• Yes � ' Other: Refer to ER Section 5 for Limits of Use Evaluation Reports � FL5444 R2 AE er072709FI_NAL_Asp_halt � � � �— Shin le FL5444-R2. df �� —_( Created by Independent Third Party: Yes I 6ack Next DCA Administration Department of Community Affairs Florida Bu1/ding Code O»line Codes and SWndards 2555 Shuma�d Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Copyriaht and Disclaimer Product Approval Accepts: � � �� Yt„Etyn � �i�arrsA vee�rr. 44....//....�.....47.,..:.�_1""1.1"'"� ___/_"_/_._ _ in l. .-.,-...t... r . . �_�..... _ '__ _. _ _ EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 �-�� .�� ;- } 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-R2 1400 Union Meeting Road FL5444-R2 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCRiPTiON: CertainTeed Asphalt Roofing Shingles. LABELING Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT The Evaluation Report number preceded by the words'�Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: ,, ,��,;, i ,,,,,., , — ." t �: � • "'-f',.,, ' 'sP� :48: �i. '��.'•`�. C� %/ .*� � ' c C� The facsimile seal appearing was authorized ��:- g- ;;? DF� ; u�'. by Robert Nieminen, P.E. on 07/27/2009 +,0,� ,c, ` Q i�� s' This does not serve as an electronically signed Robert ] .M . Nieminen P.E. ',;�5''••••...•s � document. Signed, sealed hardcopies have been � i.;li�� V a��,��` transmitted to the Product Approval Administrator and Florida Registration No. 59i66, Florida DCA ANE2983 to the named client CERTIFICATION OFINDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or dis[ributing products it evaluates. 2. Trinity� ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. . � ;�� "y = ' _ ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Fiorida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propertv Standard Year 1507.2.5 Physicai Properties ASTM D3462 2004 1507.2.5, 1507 2.10 Wind Resistance ASTM D3161, Class F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2O05 R905.2.4 Physicai Properties ASTM D3462 2004 R905,2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O05 3. REFERENCES: Entitv Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CAl2702 05/27/2003 UL(TST 1740) ASTM D3161 03CAl2702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29S47 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiilcat�e of Authorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 10 `_'�� ?� ' �`�� i � � - � � °_� � � , 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon ShangleOO , CT20T"', PatriotT"', XT 25 and XTT"' 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House Shanglep, Centennial SlateT"', Grand Manor Shang►e0, Landmark (formerly Lankmark 30), LandmarkT'" Plus (formerly Landmark 40), Landmark'"' Premium (formerly Landmark 50), LandmarkT"' TL (formerly Landmark TL Ultimate) and Landmark•"' Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeT"' and Presidential Shake TLT"' (formerly Presidential Shake TL Ultimate'"') are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasT"' is a fiberglass reinforced, 4-tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buildings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembiy shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 96-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiflcate ofAuthorizadon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 3 of 10 � �� -,� 3- ��_��`. : 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shail comply with FBC 1507 2/ R905.2. 6.2 Installation of asphalt shingles shali comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2.7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: ��Steep Slope" relates to slopes greater than 21:12. 6.3.1 Classic Horizon ShangleOO, CT20T"', Patriot•"', XT'"' 25, and XTT"' 30: LOW ANf� STANDARD SIpPE STEEP Stt}PE ENGLISH , ; , `, ;r Iour n.uL+ ,md si.r' sE,i �S :isphlil r�u�ling �:rinrart= i:rr r�ri � ful l + ijGji'liFii �7" i.f�1, ��G' r. � .hin;{It� �F'i,�ttr.• !/-d? .t��h:tll r�.�� Ct'14Ii'lII li?t'PIIIi;� 1Sf\l l) i;�� ..L _ _l_ �,�_,• ,. ;ir, ' — — — -�- f�pe 11 i� .tl�Qr•Ste'�i. , r:-_, ►� f_ � � _ � � �y,; ic� ��:.i — — �: ;�; ',.r» _—� -- _—, P±a;, ' — — 1 I�ETRIC i- -- •. . ,� : :, �, - ►� ,� , -•F•- -•; � � i F � iiooting Ceinent _ 41 . .,, .,.�,. � �„�x i ± ,--, �i; � '.��.; _ � _ • ,'�i � --- j— --- �. -' '�,; F'srtt;E• li--i: 1_k� fo��r ner�r rtrtr�a tr s(,w,ts erfezej�f»fd er�nrftitl «;: sl,�t� ;(i, jx•,� � �G,1i:T10V: F�cr'ssivr� it�e� «P r�x�lin� e�rnta�tit �.i�� c.iuu ,lii+i�l�: to bllslee. tignt�� 1l-3: !'v� fnur nni(sfr�r eaf�ay� jz�! sbin�dr 6 3.1.1 Hip & Ridge: Cut Shingles �' �,{ �r;r��iu��} _hi�r:ev�: ;? � r?�p i � I I ..- -�..,- - 'It 1 t S 1 - 7 ' 34�1i1F11J"`. � ��•�:�c:n 1 ' .r_-- � { . RciY. ti � f � � �� - � � ti' � ! ii25mm) ( � �_ �:;,��c:;< < . '! ., � �,1� � � � � � � � � � � � � ' -, i �\ _ : ~_` �� •�L.: .-.;�;: �:aE� i,ap :7��1 ��}rl`\",�:, 't•� tih,ngle Sningia Sh!nyla � � " �+' ' ��1� ��,��-� F'lgxrrr I I-1�r ��rat talzc, ttrr:n trl�n hru:k ta ma,h� rnp .cLNiEd�, \\� m � { �� C4or"�' V (Engdtsfirlttne��sdOru,M.unj. �c,� i` hr�rlr�� r r-Z.S: �nsurtic�rtrri� oJ'taps ntnng tLe bt�s anrl rtr{�r;�. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthorizat/on #9503 FL5444R2 Revision 2: 07/27/2009 Page 4 of 10 �$��j �`� � l ; '�i�i�__� 6.3.2 Carriage House ShangleOO , Centennial SlateT'" and Grand Manor Shangle�: tOW Ai�D 5iE€P Sl�}PE ST�NDAR➢ Sit?PF I s�� sesea n,tib :ui�l dhrir :po1s ��i :t>pha(t r�� t�•nx �it l��r c��s•t it�tl ur:inci Al:u��r `h.�n�lc. t u� lire n,�iis ar�il tl�� .��n�c ;.I :tsplialt t<t• Bvc nails lur eser} tiill tili.angl�• 3•vufinA cemem l��r c�c•eE IiilE {:arri3gc !►uasc 4�;u��;lr ancl t.��mcm�i:il l /� � �I:uc ,i�i��h .isp4al� ruulita� cenjcw 1" (Li inuU ir��n� c�lgi• u! :hin�;lc f' ��r i f'i{ttre i'-�) �.,�ttait ri�olin� cs•ntctzt m�ctiti:; ;Iti1')1 1)•3itib 7'�•��c� II � �i � �.�%a i� su��.fed �-•- f-+ t. mni; ��j � f � ~25�, , ,. �-- �� `� --� ✓`�, ��, �.,; � /r '�i; : . : . - f . '.� = „ - / � r /` r� . %/i' /i � �-! i[_.. r/�� F. �- � .�� _ t `'r� � '�. j-° � � ,.-; ' ;j'- ; • - � � � Fi,Erirt� 17- l 1 sr� �r,til< /;fr F er�� /1tCd [�r�J�td .Ncrr�rn �`t3�zr,.�1�' ,` '-i'�' `.%: .., 4 ' V( ^ �.:ri�tR�A�NntESe 5'brut�;fy a• t:iirtE��rrri�r?Sl,��te "'r. ♦ � i�% % .�: <.°; mr: � _ ,t �-�- ----`- � -- - t" '°-- -°° °-- ° Roafing Cemenl - -- fi�rnr I'-i. bl.�ir fns7<tilrirg'7raet:f {tr;trE,r tL<nr�te c� rr.�P un�q ttr�r(.� <t�h�Fhrc�e� �/� rrf it.�Jabrt!! rr„rlir:s t'c'1irc��t! 6.3.2.1 Hip & Ridge: Shangle0 Ridge � i8" �+emoue ta e * - i2° — Exp�sure � (rom #h� right s�de �' i g� antl taslen � ' � � SECO€�1D Fasseri the� ,� � lett s�de , RIGHT 'MS T'apc FIRST S�/a� LErT Flgttre !7-!): /11�1�rU�iti��r of �1�curgle�k' Rirl�e.rhhr�l�s P'i,Lure .I'-!£3� ifumglc; � Rid,�e, o�r bi[>s �r+rrl ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcate ofAUthorlsatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 ��-�`� ��a � . ;.. 6.3.3 Landmark'"' (formerly Lankmark 30), Landmark Plus (formerly Landmark 40), LandmarkT"' Premium (formerly Landmark 50), LandmarkT"' TL (formerly LandmarkT"' TL Ultimate) and Landmark'"' Solaris: L06V AND STflNDARD S1bPE MEtRIt pIMENSI0M5 :7 1�1'I' i; �-(3G�5 inr.i)- • f :t/� ra �r,) ►' . tsk)', i .�� f� !.''�, nt ;,j "., �_,�� t.4,�� i t ti� ; i;� S , r � t- f -- , -- - - t! :;i:�hi,. i — � � f , 'y'' f�.rr.. ! � - ' � �� -� �_'�; s 1ANDNIttRN Tl ENGIiSN DIMENSIONS i {i , � { ; �'', (-{.}.{ i;l:'i� t3�i{i If�:t�l - (.��},ti (tlr�� •-I IL ).J., �� 17i �;; �;� � i7` :I{�,ili "! �1 .-- � :5 r 1 - - )S;;�I.`I) ^ isl}:; �-t:'!} r'� � () fvii'. "-(�i � i I � i�J�li�! � i�'� ,. '�� _ _� _//_�" _'" ��'% /f/. ( { F �� t I I "� ,//. !1r� _Y,�/; : . . . � - __ .-- _ _ _ _ _-..� - --____-_-____- ,._._ r._. .t_. .� f - � ''. � . � . % �, �'`, f ./ : �'!� � /i % . �� ._...�- -----�;, r+�qp�pi.i ! I : l �. /_ __ .. . . StfEP SL{�PE i sc ;u �uu1� at�d f�x�r s�3ots ul aspL�h ruatf�g rt�nenl fur e�ei� (all laminated ;lurtgle x.e belo�c. :�,ph.�h ro�[ing renrr-��t ,huuld niect �l5'PJf �1453G 1}pc ti ,�p�ly I" spufs c�f ;isph;ilt rooling rcn�rut i�nticr iach carocr und ai ,dn,ut 1 r to i i' �n Irom cach edgt• NfET81C DIMENS14N5 f'['- ..�»A.�.�.>��..__•.+�___11` � n�i (175;tuu�ii I l3�15�i,;�:} � -- �--I't?`� rrn) HolG�eia�._. 1 -. i i N�I7�rP2 .L _ - -- -_ f"��.�`::_.__ �_ '" - --- - -- 1 F�r Stee� - --- r�--,-� �-� �- � , (26 mm} �� __e ._ _-�- - �25 mm} Hnoling Gement 19NDAMRK Tt �13V; .l �;}�. .. FW6tISNDIikfNSIONS (,343:r.vi} � (t30-nmj {:i�;Smm) � ! i� - ..— i2" — -- I2" .. .. '" '"' 1' (?'., �r,r�i) � 1 mml-•� � �(305 cr�r! t3U� mm� (3U5 mm} I ; - � ------�' --- -� -- - --- -.. e� 1"ClSmr�a_"' "- j„ w'F.-- I 1 i (25 mm) -- - __ - (25 mm} Rtafi� Camnt �..�i � �,. (z5 mm) -- � ' (z5 mm) ftgure r3 5: t;se sl� nW�s andfour srbots aj Raofin9 CemeM . aspbatt mqfingcmnerrt an siee¢ sk�pe�€ Exterlor Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlflcate ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 6 of 10 � l§ --�_ _ #�s _>> -�� . -, �.✓ 6.3.3.1 Hip & Ridge: Shadow RidgeT"' Figure 13-16.• Sbadom Ridge accessory sbingles detacb easily from thmz piece units to make 72 6ndfvid�al cap pieces. 12" 97�8° (305mm) (250mm) 6 �� 6 �, 4 4 (150mm) {150mm) (125mm) (125mm) t Notch for Notch for Centering Centering 12° � � 13 � � / (337mm) �` �� (305mm) Notches for Alignment to Notches for Alignment to 75�8„ the Top Edge of the Previous T the TopS dge of the Previous �196mm) Cap for 5" (125mm) Exposure �180mm) Capfor5 !S" (141 mm) Exposure � English Dimension Metric Dimensan 12" �(30 � �aying Notch � I �� I � I �I I �� i i Il � , i—� I � I �,s� , � _.--�^C Fagure 13-20: Use 6ayingnokbes to cerrter sbsngles on bips arrd �idges, and to locate tbe cotrect exfiosure. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluatlon Report 3532.09.05-R2 Certlflcale ofAuthorizaHon #9503 FL5444 Revision 2: 07/27/2009 Page7of10 -R �`��``�� - ,_.��#� 6.3.4 Presidential ShakeT`" and Presidential Shake TLT"': t9W AND STANDA�D SIDPE: �FEEP �LONE: Gur 1c,cs :utd standat�.l �IoE�es, ��u ti�a nail, lur ra�h hFll Yresidenuul I��,� �e�•p slc��•, ��k ni��r ��.dl, lo� r..� h luil Pr:�,i�[rnn.il ,I�i��:;l� .u��l �hiliyc ;�s shonll bt'lptc. ap�til P diuni�ir .p��l.��f.��h.�ll ro�,iiu4�cm��€it uu�lrr �:<.�I�.tuti�Jr i.ih iftd�' ;��pi�nk � railti in hrtu�r n tl�e nailin� qtticlr line�s. aE,��k�� E naila 1" tJaiiin9 i'^ =10 �'i :iIxY1'L' lab c��<<�ats m:ik6t�.� rl.dii labx r r n:ul �,uide Line� ii016 mm) a lr4' � ( ]:t � rmti) . � . . 14 1!d 1 1 lt'i :S$nNitt f3$2 Fllitlj i — � — — y — � — —�— � — — + 1 � NOTE apply nails an painted guideline. � �� f 1 il��ua:clec �i;��h�dl tj�nlinu cr.ii�,�nt t'tgrrrr• 1(,-i;: Fr�stcraing f7�r.stdtmtir�lmtd f+rr.sltlrratan171 t'u:z,�.� si�Fiz�lcs n�r !n�{� nrrd sta�ECinref slt,�ws. fii,�cre!«- P;raleairi�Y1'rt5r<le�rluldrnulPit•,osrle°relr<rl ! � �t�rk!� ?ii7i1(f!".G t�Ti 3�P7�7.4 6.3.4 1 Hip & Ridge: Presidential Accessory PRESIDENTIAL AtCES50RY Presidenlial accessory shingles can be used for covering hips and ridges. Apply shingles np to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 1 long or longer, so they penetrate either 3 /4" into the deck or completely through the deck. Presldential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR prodtices 9�/s" x 13 accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiflcate of Authorizatlon #9503 FL5444 Revision 2: 07/27/2009 Page 8 of 10 ��9s�� 5 L� &�.€ . 6.3.5 HatterasT"' tOW, 5TAt1AARD AND STEEP SIQPE: � G• , �,� �. _ 4I � i+ , t130�. �:�)~ ':r.c'�� {:%Sp„i:,�t j73�7t�ri:1� i � �' �+�(25.rf:=) {Za "��'t'}�►� � ._,. _ , � 7 I 9.3fi rL�fO:nroj �. faYUrt� /i-{ tr,=.frxrrr�� I!.•+tierns ilu�a.,lr'+r:rt L�+u rnnt.�tGUerErrrda!o(rt� 1'rn• knr .tnd ,�;ur.i.ud .I+1�)c�, B�P htl' II:iFIa �01' rd(M CItII 3��11�{'lii; �11�7;;�{',�' ��k_il5�l,likil'(' �+ - �j --�,e _.'1 "_ � __;�' . _� -+! I d�-�U�::��} <�i_;nrnj {73p�ot�1} j - -i - -° - �— C�125 � j2`?io��.} — ` . .�, ,..i',r .� � -- �- -- ---- � 9'w's� { (:?9� ��mj � t i ^ � -- � ;' :, ;, { ` -�� ' Roo(ingCement- -- — Er,�trerl_? I � For ;tr�p �io�x=�. u: c Ei�e• ri:uls and ciglu spala of n�phalt �nn(in;; rcmenf tore:tch tu11 IIa1l�ras cltingte ;�t stiowi� abo�e.,lpph 1' (�iaiu�l di;Eiue�ei ��xxs of mofiir� reue��u (.L�TJI [) 4)SG'I�'k� !I sti�e�teA) tiridtr cich t,�l� rarner. Patas �I�inglr into pLiee; do nr�� cs�pc cc�rnt. f,:1lITH3N: Tno murtE rt�nfit�^ CCn3ent c:to C:11�ie �hinglei ln Irlisler 6.3.5.1 Hip & Ridge, Option 1: Hatteras Accessory Fasten b�ath sidFs i i i � i —��r�� ....��... 1 ---� 1 2 3 / �� Figtae 15-14.• 18 tbree pdece un{ts separate to make 54 HatterasAc�essory sbingfes. Note: For ASTM D3161 - Class F, use -BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. _ Exterior Research and Design, LLC. Evaluatlon Report 3532.09.05-R2 Certiflcate ofAuthor/zaHon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 9 of 10 � �'�_.��'�� , ` � 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles � (234 mm� I I I I I I I --- --�---�--- 18 -- ------ -- 460mm) Cap Cap Ca� Cap ShinglF Shingle Shingle Shingle Figure 15-20: Cut Hattercu shingles to mnke coc�er cnp. Fas�e g"--� �.�g�� (460 mm) �o�� (243 mm)I''` -- _ �� S�des2��1 .. � 1' \ 931a � �<2�o mml Fagure 15-21.� Insdadlatdon o� caps alon,� hdps and sidges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Wrappers of shingle bundles that have been qualified using FBC 1507.2.10 shall be labeled with the tested wind classification. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 10 of 10 Florida Building Code Online Page 1 of 3 , . ' ti £ q�" Mq�c,VLro„�d.. e ,�{r. �,... ..- � � � - . : s�' �i :��,: �„„�"�;::�! r � �� :d� .. -`�-:�-��- ., .�� Y � ' � � ��' � . 4;` ,�;`. . - , � �� o , 1„ . ' ��g�� "�` �.> :-,��; : �. , � . ....,� � ..�:, ��: : . .,;.,: >. ww .4 < <. .t?: 0�: �$r .+y,......y,ya t . . • , • ,• • - • ffea. < y � • ^ • BCIS Home Log In User RegisEration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ��, � Product Approval � " USER: Pubiic User a� . , i ; j � ., � Product Approval Menu > ProducY or Application Search > Appiication List > Application Detail c?��`��: � � - FL # FL11100 , ' Application Type New Code Version 2007 Application Status Approved ` < Comments . -• .-- Archived Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hilisborough Avenue Tampa, FL 33610 (813) 248-3456 flvalidation@yahoo.com Authorized Signature Scott Brown flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Rrchitect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11100_RO_C.OI_Letter of Certification.pdf Referenced Standard and Year (of Standard) S tandard Year Florida Building Code 2007 nttp://www.floridabuildin�.or�/pr/nr apn dt1.aSUx?t�aram=wC'TF,VXnwtnattaC'T�in'�('TViiinflriVl9kVV5kv ai�4i�nn9 Florida Building Code Online Page ? of � TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/17/2008 Date Validated 07/20/2008 Date Pending FBC Approval 07/24/2008 Date Approved 09/15/2008 _��_____._.. _._�__� _ __._._�--------- ----- __.__ ___.---_.-- .- -- ;Summary of Products ; FL # Model, Number or Name Description '. 11100.1 1- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide Baffle for Shingles" Off Ridge Vent Attached to Wood Deck i Limits of Use Installation Instructions ; Approved for use in HVHZ: No F�11100_RO_II_Standard Off Ridge Vent Details FL ; Approved for use outside HVHZ: Yes 5219.i.�df ' Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E 44923 ': Design Pressure: +N/A/-N/A Created by Independent Third Party. Yes � Other: This product shall not be installed on roof slopes Evaluation Reports � less than 4:12. This product shall not be installed on roof FL11100 RO AE 21100.1 Eval.pdf � mean heights greater than 33 feet. Refer to applicable Created by Independent Third Party. Yes j building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. j Refer to Evaluation Report. , ! 11100.2 2- "Flat Top Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide : j Baffle for Tile" Off Ridge Vent Attached to Wood Deck ? Limits of Use Installation Instructions j Approved for use in HVHZ: No FL11100_R.Q_II_Flat Top off Ridge Details.pdf ' Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 � Impact Resistant: N/A Created by Independent Third Party: Yes � Design Pressure: N/A Evaluation Reports Other: This product shall not be installed on roof slopes FL11100_RO AE_11100.2 Eval.pdf less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable j building code for required ventilation. This product is not ; approved for use in the High Velocity Hurricane Zone � Refer to Evaluation Report. j 11100.3 3- "Round Top Off Ridge Vent Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide ! ; with Baffle for Tile" Off Rid e Vent Attached to Wood Deck 3 , j Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL11100 RO II Round Top off Ridge Details.pdf ; � Approved for use outslde HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 ; Impact Resistant: N/A Created by Independent Third Party: Yes � Design Pressure: N/A Evaluation Reports Other: This product shall not be instailed on roof slopes FL11100 RO AE 11100.3 Eval.pdf less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes � mean heights greater than 33 feet. Refer to applicable � building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. 1 Refer to Evaluation Report. j 11100.4 4- "Standerd Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide � Permanent Baffle for Shingles" Off Rid e Vent Attached to Wood Deck � � http://www.floridabuildine.or�/nr/nr ann dtl_a.�nx?naram=wC'TFVX(1wtT�nttaf:eTn'2C` ni�or�nn� Florida Building Code Online Page 3 of 3 ; Limits of Use ! Installation Instructions ; Approved for use in HVHZ: No FL11100 RO II Standard Off Ridge Vent Details pdf � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ; Other: This product shall not be installed on roof slopes FL11100 RO AE 11100.4 Eval.pdf i less than 4:12 This product shall not be installed on roof Created by Independent Third Party. Yes i mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. Refer to Evaluation Report. Back Next DCA Administration Department of Community A//airs Florida Bui/dJng Code Onllne Codes and Standards 2555 Shumard Oak eoulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2005 The State of Florida. All rights reserved. Copyright and_Disclaimer Product Approval Accepts: � aCFeck VeNSiga 4 � sa�eytad veR�Fr� �K.+aRF}C'f[7 ittp://www.floridabuildin�.or�/nr/nr ann dtl.asnx?naram�vC`TRVXnwtT)nttaC`.�r„�tr n�7oi�nnn Th o.m pson Arch.z t e c t z�ra 1 Metals Company Product Evaluation Report for Standard Off Ridge Vent with Baffle for Shingles Florida Product Approval # 11100.1 Category: Roofing Subcategory: Roofing Accessories that are an Integrai Part of the Roofing System Compliance Method: 9B-72.070(1)(d) NON HVHZ Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 ,, ��►sir��, i �� ♦�� f�, l�,C E. �, �y �i O � '<'�� 1 C � N S � t�,,'tv t;! • F ,--, � � - ' No. 4�9� �` ` �*� �-;i`�, � ,� ;��,��. �,�,,�._, _ �� , _ , _ _ �� 'a' STA'I�Or : a � l; • ? t� • '•,p,� . Fy 4 R� v �► w, sw, � .�E`s . � ,�GS,?�. r�rrw ,f � �� t��s� �� 1 of3 July 16, 2008 Product Manufacturer: Thompson Architectural Metals Company 5015 E Hillsborough Ave. Tampa, FL 33610 813-248-3456 Product Description: Standard off Ridge Vent with Baffle for Shingles. Vent Dimensions: 4'/4" Tall x 24" Wide x 4', 6', 8' or 10' Long Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1523.6.5.2.13. Documentation Supporting the Compliance Statement: The product has been tested by PRI Asphalt Technologies Project # LVTI-006-02-01 in accordance with. • TAS 100(A)-95 Test Procedure for Wind and Wind Driven Rain Resistance and/or Increased Wind Speed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Limitations and Conditions of use for NON HVHZ: Material Standards: 26 Ga. with a minimum yield strength 50 ksi. Material shall comply with FBC, Section 1507.4.3 Minimum Roof Slope: Minimum Roof Slope 4:12 Roof Mean Height: Maximum roof inean height this product shall be installed is 33 feet. Substrate Description: Minimum 15/32" plywood. Must be designed in accordance w/ FBC Chapter 23. Vent to Wood Deck Fasteners: 11 Ga. min 1-1/4" Corrosion Resistant, Annular Ring Shank Roofing Nails @ 6" O.C. Max Vent Installation: , ��,�►s�ei�� i ��, (� �.0 E• �. W p��i �� N s �' �'�` �i l � . = ,�. No.419� f ~ � �1 • . . � ,� ' *L.. �-'�-'y��`....,I. � , . , �� : � w �� .Y, _ �" " STATE dR � f ,, �s• .� i' '� ° � �x O R 1 � p `, �`�'��• sw.arrraa� ♦ ,r � . 'S, ♦ � ,',, ,� O I 11 I «?�,,, 2 of3 July 16, 2008 Loosen shingle tabs adjacent to vent opening and remove any nails that might interfere with • installation. Apply Tamko Roofing Products ASTM D 4586, Type I, Heavy Bodied Flashing Cement, or equal to the underside of the vent flange Install vent flange beneath loosened shingles and align with deck opening. Attach flange to deck with nails through-fastened 1-1/2" from each end and 6" O.C. thereafter, and 1" from the outer flange edge. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. After adhering loosened shingles, install 26 gauge spoiter on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1 /2" clear opening. Fasten the bafFle to the vent with (2) #10 self- drilling screws (Corrosion Resistant) in factory formed holes on both sides of vent. Install the vent system according to the manufacturer's installation instruction. Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P E. #44923 ' ,•'�{f {11 /fll�� I ��` F= N � C E � �� , ` _ �F , , , � � y . No. 414� � ' '� �- ;` ,; � � t *L._ .. '-`'t:-�*`�`..... �:, . `� _.1 �-'r' ��-��'�' � - � ;, a • STA7'E �R : a � f ► �'. t� . �' F L O R I��` t+�`' ��, s�warrree. �i �,4 � • 'ti �~ M� ,�� ,,, 3 of3 July 16, 2oos �� a' Thom son ANChitectural ( 248-3456 �� p (800) 248-3456 Metals Fax (813) 247-4616 www gometalroofing. cof�: OFF RIDGE ROOF VENT IIVSTALLATION � Zs1 STANDARD OFF RIDGE VENT PREPARATION ad --- �- I JA Minimum 4/12 pitch required. ; ., ��.,s�� Cut out the off ridge opening in the roof sheathing as shown in Figure A. Size the opening in accordance with the correct cutting data models and locate the opening 6" minimum off the peak of eS• -o-� T TILE OFF RIDGE VENT the roof as shown in Figure B. For single vent j�' applications, install vent as close to the center of �-�-� ; �S)5 � �z,•� the roof length as possible. Install multiple vents in evenly spaced areas of the entire roof length STANDARD OFF RIDGE VENT «., . . . o not cut into trusses or rafters when cuttin �=r" �#:�'°° ;~=n' ' - 9 � � !�� ; ,.�er.' ��_ �� - ��t:Q�t _ hole in the roof. - _- _ = ="�'' : ; � `s�,im,:- �.,:° ; siz� -. 4' 46.25 138 5.5" 46" x 3" 6' 70.25 210 5.5" 70" x 3" FlTTING 8' 94.25 282 5.5" 94" x 3" Remove interfering shingle naifs around the �o� iis.25 s$a s.s�� iie��xs° perimeter of the opening. Slide top and side flanges of the vent up and under shingles. Ailow the bottom TILE OFF RIDGE VENT vent flanges to lay on top of shingles. �``- �:��;, `_"= -° ` . �a"', .,�� s '� , �3 � }Gt1G:Qilt:.� �`�� ` - .�€: �- __ �-. - n �-, - y. _ ._£.�� , 4' 46.25 138 8.5" 46" x 3" MOUNTING s� �o.z5 Zio s.s° �o° X s° Care shoutd be taken in keeping the vent properly $' 94•25 282 e.5" sa° x a° aligned. Nail in place using 1-1/4" coating roofing io 118.25 354 s.s° i�a°x 3• nails spaced approximately 6" - 12" on center and 1-1/2" from each end. Roo�ng cement sF�ould be c„�.o�� applied to alt shingle edges and nail heads to J 6'Mirrimum prevent water leakage. In severe weather coastal �" Peako� T j construction zones, caulking around entire outnne or ve�c // perimeter, under vent flanges and near outer edges Fl�se �r, ��,�i�a. r ,.�� . �,�, � �,c. s � .....�� . � � � ��•�G E N s '• <' �'. i ./.. .� �. F � : � ' +�J FIG. C .*, : T�� 5 Ls �orida Building Code Table 1507.5.3/1508.4.3 • � 7� � � Back Slope ot Roof . � � � • OMPSON �B RAI. METALS • 5015 E. H1IIsborough Avenue • Tampa, FL 33610 •(8I3) 24&3456 • Fax (813) 247-4616 �� . ♦ �i ••...��' � .. � �� .�SS+,� �`� JU� 1 � ?_00� Installation Method Thompson Architectural Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Vent Throat ,�� „ � , y V � I �_ �— Vent Base Baffl Nominal 4', 6', 8', or 10' Length � NOTE: Instai{aUon of baffle required to meet TAS-10Q(A�95 test oonditions. Roofer shall oomplete insfailation of venf after shingles �rre lay�d down to eck�e of the vent base. The bafAe re�ts uNon the top st�ace of shingles anci is fitted around the ver�t threat to alEow fw an approximately 2-1/2" dear oper�ng. iristallatian is wmplete upon the baflle being attached with'FWO #10 x min. penetraGon 3/4" self-drilling scxews through eacfi flange into the sides of the ver� ha�sing. lt � 6" TWO #10 x rr�n. 3/4 $BII`V}�� screws on ead� side of tha 2-112�� s p °1 �� Clear 4pening —T- � &ifZ' 12" `,`�� . I,, ♦ � .. . . . . '"v ��i ,:�lL��'�� E N S�'Q��c�': F. ' ' � �• Nominai 4', 6', 8', or i0` Length � : (do.44923 : � �k � ' . . 24" � : 5T ,; . �1/ • �l/ ` • T � . i �•,< p R�O, G�� Standard Off Ridge Vent with Baffle s�.,,A«,�'sS;�NA��;:•` c .o.�. s �srre , �VL � � LVUD Installation Method (Continued) Thompson Architectural- Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Standard Off Rid e Vent with Baffle Site Length Height 4' 46.25 8.5" 6' 70.25 8.5" 8' 94.25 8.5" 10' 118.25 8.5" Ridge , Typical 6" O.C. MAX , 1.5" 6" 6�� 6° 6�� 6 6" 6" 6" 1.5" � T — T � �p 0 0 s�r,da�d o�wd� v�,tw�, s�� o p O p O O O O O O O O � * �e'�� CE �. °h �� ¢. .• ° • ' " � • �� `+, Nails: 11 Ga, min. 1-1l4" Corrosion Resistant, ��"'.• �� S� �•, t,�: Annular Ring Shank Roofing Nails :/.. � F'. Sp�ing: fi" O.C. MAX and 1" From Outer Edge Flange � := N 0. 4�S ' Locate 1 1/2" From Each End . � � • - • - " � '-� OF � : ; � : Sdts or qo� �,� . Q kr� �•o.� Dedc: Minimum 15/32" Wood '• • G ��''•s��oNA��;.•�'� � Plan View �JUl��"�'��QO� Florida Building Code Online Page 1 of 3 , � < .� . �. �=. ,;� :�: � �,. : . :�.�..�.. . . ,� ".E,h�.ie�a ..S' � ? xs °�. .,Y{h' o ; .,�� n 3: -` • .�� : :�� , ., N'. . : , .�,D ^� �� W. '� s �:3� ' Y �a .: y .�� .� �.'�� '�< }Po „ ' �: p � � 1 k� ,,� . Y .n ,� :�: '� ^ n " �4., �' 'a+E .'�.> ^ � .d �.,e"X .; : �.f 8 >,.��.k r � ir. .'+F:n., �` ° "".'y�ylwllll� ^ .,..� . .:: , `:a' r �t :�i �`°,.. . , „ .n ` � . . _... ., "�.. V . �? � ��, �s��..��r n .. � � ;nr ��+ �� , ' BCIS Home Log In User Registretion Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search '� '{ Product Approval � ; � � � �& USER: Public User s� �; : 3'¢f � ` £� �` Product Approval Menu > Produd or Application Search > Application List > Application Detail ,.. , .<.,�; � .,. ..,. FL # FL5859-R3 " ` ' App►ication Type Revision . . .4, . . , , E r � . �� Code Version 2007 � � , � Application Status Approved , Comments ° � Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352} 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Emaii 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 - Quality Assurance Entity Keystone Certifications, Inc. Qua�ity Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE �°' Validation Checklist - Hardcopy Received ittp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2bOIhBhl PixpOR2S3 G03... 4/29/2009 Florida Building Code Online Page 2 of � Certificate of Independence FL5859_R3_COI_510488A (Eval Rep_PW-8300 Impact).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/ 101/I. S.2/A440-05 200 5 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval O1/09/2009 Date Approved 02/03/2009 -- _ __ _._.-----T___ _ _. -- -.. iSummary of Products � �� I FL # -� Model, Number or Name Description � � 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. i Limits of Use Installation Instructions ; Approved for use in HVHZ: Yes FL5859 R3 II CWS-159A (PW-8300 Impact�.�df j Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05-1208 02.odf ; Impact Resistant: Yes FL5$59_R3_II_DuPont_SGP_NOA_07-1116-04.pdf ; Design Pressure: N/A F15859_R3_II_Mikron_NOA_06-1220_Ol.pdf ; Other: Large Missile, 76" x 62", DP =+/- 67.5 psf Verified By: Roberto Lomas 62514 ;(Impact w/heat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes 48" x 72", DP =+/- 55 psf (Impact w/ annealed glass, Evaluation Reports `:P�B) FL5859 R3 AE_5.10488A (EvalRep_PW-8300 ' Impact). pdf � i i Created by Independent Third Party: Yes ': � 5859.2 PW-8300 Vinyl Fixed PW-8300 Vinyl Fixed Impact Window. Limits of Use Installatlon Instructions Approved for use in HVHZ: Yes FL5859 R3 II CWS-337 (PW-8300 Impact 72x76�.�df ! Approved for use outside HVHZ: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04.pdf ' Impact Resistant: Yes FL5859_R3 II_Mikron_NOA_06-1220_Oi.pdf ; Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76", DP =+/- 67.5 psf Created by Independent Third Party: Yes � �(Impact w/ heat strengthened glass, SGP). Evaluation Reports i FL5859_R3_AE_510870 {Evaf Rep_PW-8300 Impact ! 3 72x76 j. pdf j Created by Independent Third Party: Yes ; Back Next DCA Administretion Departmen! o/Community Alfalrs FMr/da Bu!/d/np Code On//ne Codes and Standards 2555 Shumard Oak Boulevard http://www.floridabuildin ann dtl.asnx?naram=w('TF.VXClwtnnt% a��a��nno Florida Building Code Online Page 3 of 3 Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2005 The State of Florida. All rights reserved. Coovright and Disclaimer Product Approval Accepts: � �Feck � VOilSf�n rw 5!lCYiHI a. Ay}H YERifY• ittp://www.floridabuildin�.org/pr/pr at�p dtl.asnx?naram=wGEVXnwtnat%,2hnihRhlP;X„nR�c�r.n� ai�oi�nn4 g N ' �,. n W � � o � � � ~ � �/J LL _ �N � � � O � N� zp b } n . 0 .- > �z o� u� wp � � y4 w b �� .. � �� = N a— w O r�j�� Z V Q� Q y � W �� Q �� S � Z � ¢ W � �- u� s <3 w � �` � LL ww m � < �� ' ° " � � ° �`� u � �� . 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Nm � �� u f.l� � �� , � ,� �� _� �� CI N �� g Y N �� _� �� -$ s�� a� `*� � �� z nm �� -� r� �� . �� _� � �_ � �� r K W � � W � }�t' ��e. ;r�V� � y �� ' W s �� -�� W � � �� ¢ m� �� m �� F.�rida Building Code Online Page 1 of 3 t ;:� �,.. .� ; F ,,. � °R:• 3 . ~ ' ��;;: �� . ��:�ff �- �.. �. �,€, • �..�,£,�,� � �. �� .� , `��. ,.. v � : � � =- . � �-�r` � , ' s '' . , '�` k,� �:Y:��: ��d~,"'�_� �'`, f .� ; `�. <. . :'��s ,?�< , .. _. ,. x ��' $ �' < �3' ; a. .k'wa < . 3:°� ,. �s`�' , , . . �,':.;. . .. „ ,. BCIS Home Log In User Registration Hot Topics Submit Surcharge � Stats & Facts Publications FBC Staff BCIS Site Map Links Search � ` �. � Product Approval �' � * & i USER: Public User �,�s ♦ �,�'" �' „`' Product Approval Menu > Produd or Application Search > Application List > Application Detail „;. .,p � � .. FL # FL5823-R4 ° = Application Type Revision . � � . , Code Version 2007 � Application Status Approved ;' � Comments ' - Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## . Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE � Validation Checklist - Hardcopy Received nttYl'//vvw�u flnrir�ahnilriino nrrr/nr/nr ar�r, �itl a�,,..�„�,.�,,,_.,,��nrn .,,rTl,,.,1�,f,7L��.,DA:u7 «C:��I�7..,..�..,._. n i�ni�nnn Florida Building Code Online Page 2 of 3 Certificate of Independence FL5823_R4_COI_510484A (Eva! Rep_SH-8100 Impact) pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.5.2-97 1997 AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 , ._.. ..__.._.. .._.. _.__. _.. ..—.. _. .._. .._.. _. _.. .._.. _.. _._..._. _._.. _. �Summary of Products � � FL # Model, Number or Name Description j 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) � Limits of Use Installation Instructions ; Approved for use in HVH2: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact).pdf � Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_05-1208_02.pdf � impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01 �df ; � Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 � Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes � Evaluation Reports FL5823 R4 AE 510484A (EvalRep SH-8104 � ImpactZpdf � Created by Independent Third Party: Yes ' 1 j 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) j � Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_0$-1208_02.pdf ! Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Oi.�df i Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 � Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Ev�luation Reports FL5823 R4 AE 510484A (Eval Rep_SH-810_0 ; 1 Impact�pdf ? Created by Independent Third Party: Yes � � 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR � Duty � Limits of Use Installation Instructions 1 Approved for use in HVH2: Yes FL5823 R4 II CWS-369 (SH-8100 Im�act_52x72 100 � Approved for use outside HVHZ: Yes DP . df Impact Resistant: Yes FL5823_R4_II DuPont_SGP NOA_07-1116-04.pdf Design Pressure: +100/-100 FL5823 R4 II Mikron_NOA_06-1220_Oi.pdf Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes , httn://www.flciridahuilc�ina nru/nr/nr Antl ljt� aenir9naram=�xr(TFVX(l�x,fTlnvT�(�1F��1?d;i7T rC;R\x77,v.Z,ti,., n r��i�n�c� .,_�,__._ . _._...�,...._.�...--. .�__... .. _..�. ..�- �'orida Building Code Online Page 3 of 3 � Evaluation Reports 3 ; FL5823 R4 AE 510965 (Eval Rep SH-8100 Impact 100 ; ; DP),odf i Created by Independent Third Party: Yes i 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyi Single Hung Oriel Window w. HD FMR, 5 HI sash. j Limits of Use Installation Instructions � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-295 (SH-8100 Impact 52x96).pdf � Approved for use outside HVH2: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02 �df j { Impact Resistant: Yes FL5823_R4_II_DuPont_SGP_NOA_07-1116-04.pdf Design Pressure: +67.5/-67.5 FL5823_R4_II_Mikron_NOA_06-1220_Ol.pdf � Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 i Psf• Created by Independent Third Party: Yes ; Evaluation Reports ' FL5823_R4_AE_510868 (Eval Rep_SH-8100 Impact � � 52x96�.pdf ; � Created by Independent Third Party: Yes Back Next DCA Adminl5trati0n Department of Commun/ty AHain F/o�ida Bui/ding Code OnlJne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fforida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. 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'.. � ,., '`' ' `.S o Y � y � `�, ^a6 o - � � Y � �� '� "�� , y ; ,' . � � c � `~ � '//,j t ', ''• >� <W � Z� � � .Y:i �� i nm F� �� <� � �� m � �� m �� g�� w � Y �� $ �� m �� '� � W �� ) � � Nm Z� �W ~m ��,, ��3 - �y € �� f� S e �L`' • Z � �6 � s f. r. � � r '!'.,r �, . • ti . ti � s r• rw:! •ti •• . r �� ' W E $ �� c� � � � � �� S �� _� - �� w �� : �� FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name 2010-090 - Fort King unit A1 Builder Name: f��C�0. ��i'1 �b 2� Street: Permit Office. ZEPHYRHILLS City, State, ZiP ZEPHYRHILLS , FL , Permit Number � 1 Z(7� Owner• Jurisdiction: 611600 Design Location: FL. Lakeland 1 New construction or existing New (From Pla�s) 9. Wall Types Insulatlon Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 445.33 ft' b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A ♦ R= ftz 4 Number of Bedrooms 2 d. NlA R= ft' 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 73g a. Under Attic (Vented) R=30.0 738.00 ft' b. N/A R= ftz 7 Windows Description Area c. N/A R= ftz a. U-Factor Sgl, U=0.65 45.00 ft' SHGC: SHGC=0.40 11 Ducts b. U-Factor• NIA ft� a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 295 ft' SHGC: 12. Cooling systems c. U-Factor N/A ft a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14 d. U-Factor• NlA ft' 13. Heatlng systems SHGC. a. Electric Heat Pump Cap: 17.0 kBtu/hr e. U-Factor N/A ft2 HSPF 7 7 SHGC� 14. Hot water systems 8. Floor Types Insulation Area a. Electric Ca 50 allons a. N/A R= ft� p � 9 EF: 0.91 b. N/A � R= ft= b. Conservation features c. N/A ft= `,`,,�{1l11/t/��,', None 15. Credits CF, Pstat Glass/Floor Are�� (�,�N$ ��•• "iita{,� s-Built Modified Loads: 24.06 pASS ��• �, F��y �,Total Baseline Loads: 29 13 .. . • : * — I hereby certify l�t�e�lan * �tialis�ov�ted by Review of the plans and ��THE ST�r,� this calculation � i�oA;pl� e �lie :Ipri E�w"ergy specifications covered by this ��' l � �`, O� Code. �� Q� •.� � OR10P: .�� calculation indicates compliance y `��;,, '' ° =;,-� ,r�2 � � � ••. ...••' �� `�� with the Florida Energy Code. � �,r,,, �-�,.�`�„ O ��i � � ,�, ;,`' �_ �;,� 7 � PREPARED BY• _ Before construction is completed � *..� DATE: —_ _ ' �� _ this building will be inspected for ��,y�� t _:� y , compliance with Section 553.908 * a _ I hereby certify that this building, as designed, is in compliance Florida Statutes �� „�_'� � with the Florida Energy Code. G'QD ��¢il OWNER/AGENT: __ ___ BUILDING OFFICIAL. `� DATE: — -- --- DATE. -- - -- -- 8/12/2010 11.24 AM EnergyGaugeO USA - FlaRes20�8 Page 1 of 5 .q�#a�� ,,�R. ,.1 s:�F�.� ��'�f �' 4 9 ;1 ' i ' t. � �.3 ; ta � '4'�� ',. '`.� �r C.?' ,,. - .: A � �•;;� i;,,�.; c'i*: ` .� �. "� y�- „ � �. °' ,. °i?'sA;'�'�; °- �' } ` . . ;� ; . ";' �: f�, ° ,i � , <.' } � �,, �, , • r� "� + 9 Y y i 4 x. "`� PROJECT Title. 201Q-090 - Fort King unit A1 Bedrooms: 2 Adress Type: Street Address Building Type FLAsBuilt Condilioned Area. 738 Lot # Owner Total Stories: 1 SubDivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: Rotate Angle: 315 Street: Permit Office. ZEPHYRHlLLS Cross Ventilation: No County PASCO Jurisdiction: 611600 Whole House Fan: No City, 5tate, Zip ZEPHYRHILLS , Famiiy Type Multi-family FL , NewlExisting: New (From Plans) Comment CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �� Design Location TMY Site Zone 97,5 % 2.5 % Wi�ter Summer Degree Days Moisture Range Fl, Lakeland FL_LAKELAND_LINDER 2 34 92 75 70 973 48 Medium ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 799 ft 0 ft' Medium 0.96 No 0 22.6 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Fuli attic Vented 300 738 ft' N N CEILING # Ceiling Type _ R-Value Area F raming Frac Truss Type 1 Under Attic (Vented) 30 738 ftz 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wali Type R-Valu A rea R-Value Frac Absor 1 W EMerior Frame - Wood 13 229.33 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 216 ft 0.23 0.75 DOORS # Ornt Door Type Storms U- Value Area 1 W Insulated None 0 460000 21.01049 8l12/2010 11:24 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case / Overhang V # Omt _ Frame Pan NFRC U-Fact SHGC 5to Area _De S eparat ion Int Shade Scre 1 S=>SE TIM Low-E Single Yes 0.65 0 4 N 30 ftz 0 ft 0 in 0 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.65 0 4 N 15 ft= 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8 VENTING / ---- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 697 7.08 38.3 71.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # Sys tem Type Subtyp Efficiency Capa Air Flow SHR Ducts 1 Centrai Unit None SEER: 14 18 kBtulhr 540 cfm 0.85 sys#1 HEATING SYSTEM # System Type Subtype E�ciency Capa Ducts 1 Electric Heat Pump None HSPF: 7.7 17 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use S etPnt Conservation 1 Electric 0.91 50 gat 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft: DUCTS / ---- Supply ---- ---- Return ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 295 ft� interior 0 ft' Default Leakage Interior (Default) (Default) % 8/12/2010 11.24 AM EnergyGaugeC� USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ce�ling Fans. Cooiin X Ja� X] Feb X Mar A r X Ma X Jun X Jul X] Au X Se X Oct X Nov X Dec Heating f X� Jan f X] Feb EX� Mar f X� APr f X� May f X� Jun f X� Jul f X) Au9 f X� SeP f X� Oct �X� Nov EX� Dec Ventin [X Jan [X) Feb [X Mar [X] A r [X Ma [X Jun [X Juf [XJ Au [XJ Se [X Oct X Nov [X Dec Thermostat 5chedule• HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 g 1p 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 8Q 80 PM 80 86 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11.24 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMP ONENTS � SECTION �: R EQUIRE M ENTS FOR EACH PRACTICE I C HECK Exterior Windows 8� Doors N1106.A6.1.1 Maximu .3 cfm/sq.ft. window are .5 cfm/sq.ft. door area. Exterior & Adjacent Walls � N1106.A6.1.2.1 ' Caulk, gasket, weatherstrip or seal belween. windows/doors 8 � I frames, surrounding walt; foundation 8 wall sole or sill plate; joints � ' between exterior wall panels at comers, utility penetrations; ': i between wall panels 8� top/bottom plates; beiween walls and floor. I EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the i to late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings , N1106.AB.1.2.3 � Between walls 8� ceilings; penetrations of ceiling plane to top floor; around shafts, chases, so�ts, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier ' ' is installed that is sealed at the perimeter, at penetrations and I seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from I insulation; or Type IC with < 2.0 cfm from conditioned space, � tested. I Multi-sto Houses N1106.AB.1.2.5 Air barrier on erimeter of floor cavit between floors. Additional Infiltration reqts N1106.AB.1.3 ' Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION R EQUIREME NTS CHEC Water Heaters N1112.A6.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be I rovided. Extemal or built-in heat trap required. —}--- Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). I Non-commercial pools must have a pump timer Gas spa & pool heaters must have a minimum thermal efficiency of 78%. I Heat pum� pool heaters shall have a minimum COP of 4.0. _ ' Shower heads N1112.AB.2.4 � Water flow must be restricted to no more than 2.5 gallons per �- __ � minute at 80 PSIG I Air Distribution Systems N1110.AB , All ducts, fittings, mechanical equipment and plenum chambers � I shall be mechanical�y attached, sealed, insulated and installed in � � accordance with the criteria of Section N1110.AB i Ducts in unconditioned attics: R-6 min. insulation. � -- �--- - HVAC Controls N1107.AB.2 i Separate readily accessible manual or automatic thermostat for _ _ � each system. _ - -- Insulation I N1104.AB 1 i Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both � � N1102.6.1.1 sides. Common ceiling & floors R-11 � 8/12/2010 1124 AM EnergyGaugeO USA - FlaRes2008 Page S of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance lndex, the more efficient the home , ZEPHYRHILLS, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulabon Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exlerior R=13.0 445.33 ft' b. N/A R= ft 3. Number of units, if multiple family 1 c. N!A R= ftz 4 Number of Bedrooms 2 d. N!A R= ft' 5. Is this a worst case? Yes 10. Ceiling Types insulation Area 6. Conditioned floor area (ftz) 738 a. Under Attic (Vented) R=30.0 738.00 ft' b. N/A R= ft 7 Windows'" Description Area c. N/A R= ft' a. U-Factor• 5gi, U=0.65 45.00 ftZ SHGC. SHGC=0.40 11 Ducts b. U-Factor• N!A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 295 ft' SHGC. 12. Cooling systems c. U-Facror N/A ft a. Central Unit Cap: 18.0 kBtulhr SHGC: SEER: 14 d. U-Factor• N/A ft' 13. Heating systems SHGC a. Electric Heat Pump Cap: 17.0 kBtu/hr e. U-Factor: N/A ft= HSPF• 7 7 SHGC 14 Hot water systems 8. Floor Types Insulatio� Area a. Electric Cap: 50 gallons a. N/A R= ft' EF: 0.91 b. N/A R= ftZ b. Conservation features c. N!A R= ftZ None 15 Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building SH� sr Construction through the above energy saving features which will be installed (or exceeded) OF ��c�� in this home before final inspection. Otherwise, a new EPL Display Card will be completed �"y � s a �,�, �i '� . : � <.��,. based on installed Code compliant features. ti,,, t N.., _.:_- ;.�,:..�c', { p � h... .,,�-, � Builder Signature Date: � _ ?; s� _ _ _ _-_ ` .. „ y Q Address of New Home: CitylFL Zip: �.�. -°' ,,,�� - - - - Cp� �. "Note� The home's estimated Energy Pertormance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters For information about Florida's Energy E�ciency Code for Building Construction, contact the Department of Community Affairs at {850} 487-1824. '*Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 62 1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-A1 Project Name: 2010-Fort King Apts units At and A2 08/16/2010 Pre ared b• SGM En ineerin 1121AM Air System Information Air System Name __ _.._. _. AHU-At Number of zones ___ ._ ._. ._. 1 Equipment Class ._. __ SPLT AHU Floor Area _. ._. 726A ftz -- �--- -� Air System Type _._ _. -_ _--- ----. SZCAV Location ---- --_ __- Tampa, Florlda Sizing Calculation Information Zone and Space Sizing Method: Zone CFM _. _._ ._.__ Sum oi spaco airtlow rates Ca�ulation Marths _ _. _Jan to Dec Space CFM _. IndlvWual peak space loads Sizing Data ._. __.. _. .. ._. ..__.___ Calculated Central Cooling Coil Sizing Data Total coil load .. .---- ---- --- ----- .-------- 1.3 Tons Load occurs at .---- ---.---- ---- -- Oct 1400 Total coil load .... ---. ...... .____ ----- -- -- ----- 18.1 MBH OA DB / WB .------- . ... ..........-. --,------ ---.87.4/74.7 °F Sensible coil load -_ _- ----_.-__-. _... ... ...... 14.3 MBH Entering DB / WB --_-_ ... ....... ... ._ 74.2 / 63J °F Coil CFM at Oct 1400 _- --- -_--- _. ... ._... ... 822 CFM Leaving DB / WB -. --. .__.. .---- _- _- _ 58.1 / 57.1 °F Max block CFM .... ......... ... ......... ...._ .---- ----. 822 CFM Coil ADP -----.--- -- -- ... ... ... 56.3 °F Sum of peak zone CFM 822 CFM Bypass Factor _--- -.__ ... .-. .----- -_-_.---- 0.1�0 Sensible heat ratio .-__-- ___-. -_ _- - .-- 0.889 Resufting RH .--._---_- ._.._. .... 5g °/, — ._. ... . ft'/Ton ...... ... .... ..... .... . --- - -- --- � ._. ._ 541.2 Design supply temp. _ - -. .._._._...... .- - - - ----. 55.0 °F BTU/�hr-ft� ._ . ... ......... .._...... . ... ... 22.2 Zone T-stat Check _. .--- -_ ---- ---- ---1 ot 1 OK Water 8ow � 10.0 °F rise ._. _ .... ...... ..._. _. WA Max zone temperature deviation ._. ._. ......... ... ._....... 0.0 °F Central Heating Coil Sizing Data Max coil load ... .... ------- ------ --_. ..---. ----._ 6.6 MBH Load occurs at -.-_ -- .. ...... ...... ..... ......_.___. Des Htg Coil CFM at Des Htg .----� �---� �-- ...... ..- -- --- - 822 CFM BTU/(hr-� ---.-• -...._..... .--.... ..--�- -__. .-- -- --. .. ---- --. 9.1 Max coii CFM .---- ----- .. .-. --- -- ....... 822 CFM Ent. DB / Lvg DB --------- .....- -- - N.5 / 77.0 °F Water flow O 20.0 °F drop ........ .... ..._--..-----. ..._. __. WA Supply Fan 5izing Data Actual max CFM __._.. ----. ... _.._.. -- 822 CFM Fan motor BHP --- ------------------- ----- .--... ._._. ._.. ..... 0.10 BHP Standard CFM.- .--- . ...... ........._--------._.__....._........ ..... 822 CFM Fan motor kW _...... ..---- ---- -- ---- --- 0.07 kW Actuai max CFM/it'......._--- .... .---.- ----... ..1.13 CFM/ftz Fan staNc ....... .......__..-- --.- ---- .- .-.----.--- .------.. 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM ----- --- ----- - -- -------- -. 0 CFM CFMlPerson - --- ... ..... ... .... ......... ..... ..- --.---- ------ 0.00 CFM/person CFM/ftz...-�---. ._.._._ -----� .......... ...... 0.00 CFM/ftz .. .... ....... ...... Hou�ly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-A1 Project Name: 2010-Fort King Apts units A1 and A2 08/16/2010 Prepared b• SGM En ineerin 1121AM DESIGN COOLING DESIGN HEA7ING COOLING DATA AT OCt 1400 NEATING DATA AT DES HTG COOLING OA DB / WB 87.4 °F / 74.7 °F HEATING OA DB / WB 36.a °F / 30.3 °F Sensibie LateM Senalbls Latent 20NE LOADS Details (B1V/hr) (8T'U/hr) Details (BTU/hr) (BTUlhr) Window & S i ht Solar Loads 75 if= 5627 75 H� Wall Transmission 602 RZ 1429 602 ft 1418 Roof Transmission 726 ft 1540 726 ft 725 Window Transmission 75 ftz 1033 75 nz 27g2 S li ht Transmission 0 ft' 0 0 ft 0 Door Loads 21 ft� 80 - 21 ft 214 - Floor Transmission 0 ft� 0 - 0 ftz 0 Partitions 0 ft' 0 0 itz 0 Ceiling 0 ft' 0 0 ft' 0 Overhead Lighting 1176 W 4013 0 0 Task LI htin 0 W 0 0 0 Electric Equipment 0 W 0 0 0 Pe°p�e 2 56U 540 0 0 0 infiltration - 802 1243 - 1777 0 Miscellaneous - 0 0 0 0 Safe Factor 0°�6 / 0% 0 0 0% 0 0 » Total Zone Loads 15084 1783 6918 0 Zone Conditionin 14069 1783 6886 0 Plenum Watl LOAd 0% 0 0 0 - Plenum Roof Load 0% 0 - 0 0 Plenum Li htlng Load 0% 0 0 0 Retum Fan Load 822 CFM 0 822 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Suppl Fan Load 822 CFM 244 822 CFM -244 Space Fan Coil Fans - 0 - 0 - Duct Heat Ciain / Loss Oy, 0 po� p _ » TotalS em Loads 1q313 1�g3 gg42 � Central Cooli Coil 14313 1784 0 0 Central Heating Coil p � » Total Conditionln 14313 1784 g5qp p KeY Posltiw values are clg loada Positive valuea are htg loada N tivs values are ht loads N iva values are cl loads Hourly Analysis Program v 4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 Fort King unit A2 Builder Name: � � T� � �' ��t� C a'e�1 Street: Permit Office: ZEPHYRHILLS City, State, Zip: ZEPHYRHILLS , FL , Permit Number l��-U'a Owner• Jurisdiction: 611600 Design Location: FL, MELBOURNE_REGIONAL_AP 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 445.33 ft= b. N/A R= ft' 3. Number of units, rf multiple family � c. N/A R= ft' 4 Number of 8edrooms 2 d. N/A R= ftz 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 73g a. Under Attic (Vented) R=30.0 738.00 ftz b. N/A R= ftZ 7 Windows Description Area c. N/A R= ft� a. U-Factor• Sgl, U=0.65 45.00 ftZ SHGC: SHGC=0.40 11 Ducts b. U-Factor: N/A ftz a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 295 ft' SHGC: 12. Cooling systems c. U-Factor: N/A ft' a. CenVal Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14 d. U-Factor• N/A ft= 13. Heating systems SHGC: a. Electric Heat Pump Cap• 17 0 kBtu/hr e. U-Factor: N/A ft' HSPF B.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap• 50 gallons a. NlA R= ft' EF. 0.91 b. N/A ' R= ftz b. Conservation features c. N/A R= ft' None , ,,��{tlli///�� '/ 15. Credits CF, Pstat �� ..•••••••., o�s-Built Modified Loads: 24.20 pASS Glass/Floor Ar `�► 4 �6�14 ` GE{�S. F '�y '• •S Total Baseline Loads: 28.38 I hereby certify Qiat�ieplans ' atio�s by Review of the plans and OQ� ST, iT�. this calculation'�i��e ifD�o'q�pl� F�Ori�F�ergy specifications covered by this � =_ p Code. � �O •' �F� t 0� •'• ��(/ `� calculation indicates compliance ��,,� �' : -'' {, i •'••�...•.�' �'� �� with the Florida Energy Code. � •;;::r-° d� PREPARED BY: Before construction is completed c� `'' �___� �'.-6,; DATE: � �_ this building will be inspected for �:� y 111' compliance with Section 553.908 ,'3 ��'��'� �_ I hereby certify that this bu' ing, as designed, is in compliance Florida Statutes. r�� a �F �,� with the Florida Energy Code. � G'pD ��(4�� OWNER/AGENT: __ BUILDING OFFICI • DATE: _ _____ DATE: � __ __ 8l12/2010 1127 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 �� s,'� +r i � t �,� �. ,►,• W.'� �`�+ ,�+4 * ,�k��<�� i�� i�'�'�T �,�f�,�"+►�v�� "Ii��„ ♦ � w1Y s {'+� p ,>� , . q � }y J � • • � .4 M i+E '� �` FS� W� x�s� i�e � � � � � � R � • g ' � J ��y �� i �' � .�' � � M tylM� µ�+ � ��.. � ��y'. �, � -�,�`, *i ` ; • . �':�. _::��.. ` ,.,. ' .. t � ° � ,� �,i �; _ = `, ,. ° �'r;#t6tl3R� PROJECT Titie 2010-090 Fort King unit A2 Bedrooms 2 Adress Type: SVeet Address Building Type FLAsBuilt Conditioned Area: 738 Lot # Owner� Totai Stories: 1 SubDivision: # of Units. 1 Worst Case. Yes PlatBook: Builder Name. Rotate Angle 315 Street: Permit O�ce: ZEPHYRHILLS Cross Ventilation: No County� PASCO Jurisdiction: 611600 Whole House Fan: No Ciry, State, Zip. ZEPHYRHILLS , Family Type. Multi-family FL , NewlExisting: New (From Plans) Comment: CLIMATE � IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 °/a 2.5 % Winter Summer Degree Days Moisture Range FL, MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 75 70 369 69 Medium ROOF / Roof Gable Roof Solar Deck � # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingles 799 ft= 0 ft� Medium 0.96 No 0 22.6 deg arnc V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 738 ft N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Typ 1 Under Attic (Vented) 30 738 ft' 0.11 Wood WAILS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Val Fraction Ab sor 1 W Exterior Frame - Wood 13 229.33 ft 0.23 0.75 2 S Exterior Frame - Wood 13 216 ftZ 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 W Insulated None 0 460000 21.01049 8/12/2010 11:27 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. � Overhang # Ornt Fram Pa nes NFRC U-Factor SHGC Storms Area Depth Sepa ration Int Shade Scree 1 S=>SE TIM Low-E Single Yes 0.65 0.4 N 30 ft' 0 ft 0 in 0 ft 0 �n HERS 2006 None 2 S=>SE TIM Low-E 5ingle Yes 0.65 0 4 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8 VENTING � --- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACN 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 697 7.08 38.3 71.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficie Cap Air Fiow SHR Ducts 1 Central Unit None SEER: 14 18 kBtu/hr 540 cfm 0.85 sys#1 HEATING SYSTEM # System Ty Subtype Efficiency Capacity Ducts 1 Electric Heat Pump HSPF• 8.2 17 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model #1 Collector Model # Area Volume FEF None None ft DUCTS � ---- Supply --- --- Retum --- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 295 ft� Interior 0 ft' Default Leakage Interior (Default} (Default) % 8/12/2010 11:27 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 - TEMPERATURES Programable Thermostat: Y Ceiling Fans Coolin X Jan X Feb X Mar X A r X Ma X Jun X Jul X Au X Se Oct X Nov X Dec Heatin9 f X� Jan f X� Feb f X� Mar X APr X May X Jun X Jul �X Aug EX� 5eP f X� Oct f X� Nov f X� Dec Ventin [X Jan [X Feb [X Mar A r X Ma Jun X Jul X Au [X Se [X] Oct [X Nov [X Dec Thermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD} AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 76 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 66 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8l12/2010 11.27 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMP�IANCE CHECKLIST COMPONENTS � SECTION � FOR EACH PR ____ �_ C HECK -- - � - --- - � - Exterior Windows & Doors � N1106.AB 1 1__ ; Maximum: .3 cfm/sq.ft. window area; .5 cFm/sq.ft_ door area. Exterior & Adjacent Walis N1106.A6 1.2.1 � Caulk, gasket, weatherstrip or seal between: windowsldoors & �— � frames, surrounding wall; foundation & wall sole or sill plate; joints � ; I between exterior wall panels at corners; utility penetrations; between wall pane�s 8� top/bottom plates; between walls and floor EXCEPTION: Frame walls where a continuous infiltration barrier is I , � installed that extends from, and is sealed to, the foundation to the top plate. _____.__ Floors � N1106.AB 1.2.2 � Penetrations/openings > 1!8" sealed unless backed by truss or � ( joint members. � EXCEPTION: Frame floors where a continuous infiltration barrier _ � is installed that is sealed to the erimeter, enetrations and seams. � Ceilings � N1106.A6 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; , around shafts, chases, soffits, chimneys, cabinets sealed to � ' continuous air barrier; gaps in gyp board 8� top plate; attic access. � EXCEPTION: Frame ceilings where a continuous infiltration barrier i i i is installed that is sealed at the perimeter, at penetrations and� seams. Recessed Lighting Fixtures N1106.AB.1.2.4 i Type IC rated with no penetrations, sealed; or Type IC or non-IC � � rated, installed inside a sealed box with 1!2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, _ _ tested. __._ Multi-sto Houses ' N1106.AB.1.2.5 �Air barrier on perimeter of floor cavity between floors. _.� Additional Infiltration reqts N1106.A6.1.3 � Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION � REQUIR i CHECK Water Heaters N1112.AB.3 �Comply with efficiency requirements in Table N112.ABC.3 Switch I � or clearly marked circuit breaker (electric) or cutoff (gas) must be rovided. External or built-in heat tra re uired. Swimming Pools 8� Spas N1112.AB.2.3 I Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer Gas spa 8 pool � i heaters must have a minimum thermal e�ciency of 78%. � , , Heat pump pool heaters shall have a minim COP of 4.0 Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per �— __ _ Lminute at 80 PSIG. __.__. Air Distribution Systems I N1110.AB All ducts, fittings, mechanical equipment and plenum chambers � � shall be mechanically attached, sealed, insulated and installed in i accordance with the criteria of Section N1110.A6 ; ___ �__ ' Ducts in unconditioned attics: R-6 min. insulation.. HVAC Controls ; N1107.AB.2 Separate readily accessible manual or automatic thermostat for __ � each system. __ _ _ _ ___ Insulation N1104.AB.1 I Ceilings-Min. R-19. Common walls-frame R-11 or CB5 R-3 both i � N1102.B.1 1 sides Common ceiling & floors R-11 8/12/2010 11.27 AM EnergyGauyeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From P{ans) 9. Wall Types Insulation Area 2. Single family or muitiple family Multi-family a. Frame - Wood, Exterior R=13.0 445 33 ft' b. N/A R= ft' 3. Number of units, if multlple family 1 c. N/A R= ft' 4 Number of 6edrooms 2 d. N/A R= ft= 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 738 a. Under Attic (Vented) R=30.0 738.00 ft b. N/A R= ftz 7. Windows" Description Area c. N/A R= ftz a. U-Factor• Sgl, U=0.65 45.00 ft= SHGC SHGC=0.40 11 Ducts b. U-Factor: N!A n= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 295 ft SHGC• 12. Cooling systems c. U-Factor• N/A ft' a. Central Unit Cap: 18.0 kBtu/hr SHGC' SEER: 14 d. U-Factor• N!A n' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 17.0 kBtu/hr e. U-Factor: N/A ft' HSPF 8.2 SHGC: 14. Hot water systems 8. Floor Types lnsulation Area a. Electric Ca 50 allons a. N/A R= ft' P. EF 0.91 b. N/A R= ft' b. Conservatio� features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �{;E ST,g Construction through the above energy saving features which will be installed (or exceeded) y OF,��°-« ., TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed �3��'•-. _�.�- �, based on installed Code compliant features ��..�• .°=°:` �i•';.��° �o ,� " -:�' ;;.. ..a. Builder Signature: Date: �� ? a - - - -- , � mam a ' � Address of New Home: ____ City/FL Zip: _ �,�� - Cpl]°WE.C� `Note: The home's estimated Energy Pertormance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if yo� obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824 *'Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugeO USA - FlaRes2008 � Air System Sizing Summary for AHU-A2 Project Name: 2010.Fort King Apts u�its A1 and A2 08/16/2010 Pre ared b: SGM En ineerin 11:21AM Air System Information Air System Name _. AHU-A2 Number of zones _ _ __ 1 Equipment Ctass _ _- --- _- SPLT AHU Floor Area ... _. ... ___-- .--- .___- .-.--. ._.-_-._ 726.0 ftz Air System Type _- _ SZCAV Location _..___. _. __. Tampa, Fiorlda Sizing Calculatlon Information Zone and Space Sizing Method: Zone CFM .._ .__.._. Sum of space airflow rates Calculatan Months ._. _ _.____. .__ _Jan to Dec Space CFM __. Individual peak space losda Sizing Data _. __. ._.._. ._. _... ... Calculated Central Cooling Coil Sizing Data Total coil load .-- _. ... .-- --- 1.3 Tons Load occurs at ..... ........_- __...-- -_-._.-__. --. - Oct 1500 Total coii load ... ... ... ... ....... ... .----. 15.0 MBH OA DB / WB _- ---- .-- .-__ ---.-- _-- ----_-- -_- 87.8 / 74.8 °F Sensible coil load -- _--. -__-. ._ _. 13.3 MBH Entering DB / WB ___ ......... ..... .... __. ....... ... 74.2 / 63.7 °F Coil CFM at Oct 1500 .... ... ...... ...............763 CFM Leaving DB / WB .--.-- -.... .......-.-----. 58.1 / 57.1 °F Max block CFM ....... .......------ .--.- - --- -----763 CFM Coil ADP .-- .-- -- -- -- ... .... ._. 56.3 °F Sum of peak zone CFM ..... .-- -- ._- -_---... .... 763 CFM Bypass Factor -----...- -- ----- - --------.--- -- 0.100 Sensible heat ratio .___. _. .-.---... _. 0.882 Resuking RH .---- --.-- -..._ . ..... ... ......- --- 57 % ft2/'Ton -- - - --- - - --- - - - - - - -- 579.4 Design suppy temp. _. ._ - - --- - -- - 55.0 °F BTU/(hr-ft� --___ .-_ .... ....... ... ....20.7 Zone T-stat Check ..... .-. ------. ---- -. --_- ..1 of 1 OK Water fbw � 10.0 °F rise ._. .__. _____. ___.._..___. ._._. WA Max zone temperature deviation _ .... ... ....... ._._. ._. 0.0 °F Centrai Heating Coil Sizing Data Max coil load -----. ...------- -- 5.8 MBH Load occurs at ............ ... .--.-------------.--.---...... ... Des Htg Coil CFM at Des Htg .. ._--- --- - --- -- ---- - -- 763 CFM BTU/(hr-ft� - - - _. .__. ... --- --� �-- -----�--- �-- 8.0 Max coil CFM .. .... .......... ... .... ... .-..--- -------- 763 CFM Ent. DB / Lvg DB ._... ..._..--_ .-- --- -.--- _--. ..__. ._._ 89.6 / 76.7 °F Water flow � 20.0 °F drop ..... .---_...--_.-- _--_. ..._. WA Supply Fan Sizing Data Actual max CFM ... ... ...... ....__ ._..- ------ ------ --- 763 CFM Fan motor BHP .._.. ..__. ... ... ....--.... -..--.------ .---- 0.09 BHP Standard CFM .-- - - — - --- - ............. 763 CFM Fan motor kW ....----........- -�-- - - - --...-----� --- --- - 0.0'7 kW Actual max CFM/it .... ........-------��--- - . ..... _.1.05 CFM/ft Fan static - ------ �---- - - - -- ..... ..... ...--------......._. ..... 0.40 in wg Outdoor Ventilation Air Data Design airtiow CFM -.-- --- .- ---._..._-_ --------..._._ ._ 0 CFM CFM/person ---- .---- .----. - ------------ ---------- 0.00 CFM/person CFM/tt -. .. - -- �--�-- - -----� -�-._. ._ - 0.00 CFM/ftz Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-A2 Project Name: 2010-Fort King Apts unfts A1 and A2 08/16/2010 Pre red b: SGM En ineerin ��;2�qM DESIGN COOLING DESIGN HEATiNG COOLING DATA AT Oct 1500 HEA7ING DATA AT DES HTG COOLING OA DB / WB 87.8 °F / 74.8 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Senslbla Latent ZONE LOADS oecans �sTUmr� �sTUmr� �acaus �sTUmr� �sTUmry Window 8 Skylight Solar Loads 60 ft� 4854 60 ft� Wall Transmission 419 ft 1213 419 ft 987 Roof Transmission 726 tt 1478 726 ft� 725 - Window Transmission 6p ft g5g _ 60 ftz 2226 S li t Transmission 0 it 0 0 ftz 0 - Door Loads 21 ft� 83 21 ft 214 Floor Transmission 0(t 0 0 ftz 0 Partitions 0 ttz 0 0 kz 0 Ceilin 0 ft� 0 0 ftz 0 - Overhead Li hting 1178 W 4013 0 0 Task Li htin 0 W 0 0 0 - Electric Equipment 0 W 0 - 0 0 P�P� 2 560 540 0 0 0 Infiltration - g26 1 p35 � �� 0 Miscellaneous - 0 0 - 0 0 Safety Factor 09'0 / O�o 0 0 0% p p » Total2one Loads 13886 1T75 5929 0 Zone Conditionin - 13036 1775 6034 0 Plenum Wall Load 0°� 0 0 0 Plenum Roof Load 0°� 0 - 0 0 Plenum tin Load 0°k 0 0 0 Retum Fan Load 783 CFM 0 763 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 S�pl Fan Load 763 CFM 226 763 CFM -226 - S ce Fan Coil Fans 0 - - 0 Duct Heat Gain / Loss 0% 0 0% 0 - » Total S em Loads 13Z62 1775 - 5808 0 Cer�tral Coolin Coil 13262 1775 0 0 CeMral Heatlng Coil - 0 - - �8 » Total Condftioning 13262 1775 58pg 0 KeY Posklve values an clg loads PosRive values aro htg loads N iva values are ht loads ive valuas ere cl loads Hourly Analysis Program v.4 4 Page 1 oi 1 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (sis)�so-oo20 11212 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11212 Issued: 12/07/2010 Address: 6885 AQUA VISTA DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 1,303,062.00 Total Fees: 177,119.22 Subdivision: FORT KING COLONY Amount Paid: 177,119.22 Date Paid: 12/07/2010 Parcel Number: 03-26-21-0010-01400-0000 Name: FIRST FLORIDA BUILDING CORP Name: - *r!��''�='=^ -"-'�-'T`� '-'� T�� C'd�°n Addr: 1533 SUNSET DR STE 150 Address: s& il:lla. �1��s t sbo MIAMI FL 33143 �ni��i �� uno�� ri �_�ce_e_�,��s�'{� �ci� ��.,TT , Phone: (305)665-1146 Lic: Phone: F �� yo � Work Desc: CONSTRUCT NEW APARTMENT BUILDING TYPE III 24 UNITS 29,173 SQ FT 7 . 5 .7 MECHANICAL FEE 344.19 SEWER CONNECTION RESIDEN" 33,768.00 WATER CONNECTION RESIDENI 10,768.80 FIRE PLAN REVIEW FEES 1,750.38 FIRE INSPECTION FEES 720.00 POLICE IMPACT FEE 6,096.00 FIRE IMPACT FEE 6,552.00 PUBLIC SAFETY 5% 632.40 PARK FEES MULTI-FAMILY 15,913.44 SCHOOL IMPACT FEE/UNITS 44,515.55 SCHOOL IMPACT FEE-sfr/ 1% 449.65 TRAFFIC IMPACT FEE 99% 50,466.24 TRAFFIC IMPACT FEE 1°�0 09.76 �,1�� -� L�.l ti ��,�✓ ,,.-�s-�o � / � �� !1�GlS� f � d`4r-r � / � ( 'c V�� r `��' - Qe,,2.rn►+ �. � � �, n �C-cc.�� - i - � o ✓ �G ` � � fJ �J Wu �� l� y � C ` �esv�-� � s.G�.T ' � � ,1 � -� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." - C RS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER U N IVE RSAL ENGINEERING SCIENCES, INC. Consultants fn: Geotechnical Engineering • Hnvironm�ttal Scfences Construction Materials Testing • Threshold Inspection • Private Provider Inspection 9802 Palm River Road • Tamqa, FL 33619 • Ph (813} 740-8506 • Fax (813) 740-8706 May 19, 2011 First Florida, LLC 1522 Sunset Drive Suite 150 Miami, Florida 33143 Attention: Mr. Dana Teeter Reference: Material Conformance Letter Fort King Colony — Building Pad #5 6985 Aqua Vista Drive Permit #: 11212 UES Project No. 0810.1000152.0000 Dear Mr. Teeter: This will verify that Universal Engineering Sciences, Inc. was retained by you to provide inspection and testing services during the construction of the Fort King Colony in Zephyrhills, Florida. We provided professional observation and materials testing services, and have made every reasonab{e effort to ascertain whether the building pad fill material and subgrade soils beneath the foundation footings along with the cast-in-place concrete were constructed in general conformance to the approved project specifications. We have employed testing procedures to assess general compliance with the project requi�ements. We do no# undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the contract plans and specifications. To the best of our knowledge, the work at the subject site to date has been constructed in general conformance to the letter and intent of the project plans, to include compaction verification of the building pad structural fill material, subgrade soils beneath the foundation footings by in-place density testing. In addition, we conducted methodical sampling of the cast-in-place concrete for compressive strength verification at 7 and 28 days of age. We appreciate having had the oppo�tunity to provide materials testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authc�rization No. 549/G633 .,•- _._ , '' ' ��jy/'��' ark K. Hardy, P.E` Tampa Branch Managei Professional Enginaer No. 57233 - i: �FCR�4�. �F�kh{Cl'Txi�lL3 � « -AA1'�. ��{��+�':��. �rzM�.� i:�a�s� � _ � _.�.� : �` ,� ,�(�' Cfl CCtUN7'Y, �'l..t�I�A �-:� 1 L7F' 9. � ; L' '.�I'�Q`AGTC� ti a O I7�� ' � T 38tJ� t?F'F Itr'`� a� � �a �i Ftt1�RT i+f�L.l..��t � R�C:EI�''f �+lUMPR� <)1�49E34� pDFtz �9U'1 �W 1�9'�F� 1'ERF+c�CR�: �3�'�'IC�a �lAAE �T'TY ' /37� MIpirfY Fl.. �1'� � ;y� r � , CHF:Ck; M �0��3 �� a--'?ea--21—t)t�20�-Ui+#(}O-4qt�0 EtF' �.1�1 � 7NTRACTUFt: U17�� 'Ct�'TAL F1�7 � 40t}. 3� �.::�1�lT �:CIi�4C�NY �iCC:f3UM'i C�NTER AMtIIIAlT A£S�i�TF'C�;UJ�tfF'F.kM�i' nATp �:r'C� L �. �1 k��0 �- ;�b�<}(�t? — � �l40.. �2 ��c�� LID WA'��'� F�:� 6G �.GExVED E�Y ,�__�,_. �.�_.._�..___�.____�..__»__._�.._w______.... �. , NEW CONSTRUCTION - SOIL TREATMENT CERTIFICATE For the Prcvention of Srrbterranean Termites (As required by Florids Building Code (FBC) 104.2.6) Chemical and Concentratron �-..., a p+ .., y � Product• P�remis�,05% (Imidacloprid) •. ° F Bora Care 23% (Disodium Octaborate Tetrahydrate) � (Other Chemicals• � Builder Name: � ' " � "� ' �'.� �� Permit #: � ` ` ' � Customer #� ' � �` � � k � ' Lot ' IIlock Address: ^F ��,,�, >< � �'a'�"� Date Time Sq. Ftet Larear Ft. Ca!lons Soil Treatments e �-, ' � � ° •.� �!`�.°-# �` Foundation Re-Treatment Drive��^ay, Pads K Patios Pool Dcck ' Einal Pcrimctcr Applicator: ' ' z `�`i Tri-S Pest Contro! Service State Lrcense #: 2003 802 !t! 1Yaters Avenrre Tampa, FJorida 33604 Plro�ie: (813) 936-5850 '' As per 104.2.6 - If soil chemical bartier method for trc�tment prevrntion is used, Gnai exterior treatment shatl be completed prior to fnal building approval. * If this noticc is for thc final ezterior treatment, inrtial and dnte Nris li�re � " - • • britial Datc Tri-S Pest Control Service ` g02 W. Waters Avenue - Tampa, Florida 33604-2946 . (813) 936-5850 •' Address Inspected or Treated: t0 � g S �1 � J A J► S i/} 0�z � inspected on for Wood Destroying Organisms - /)ate T�� , for. (Check a!! apprvlxiate �reahnent.�) /' I)att ✓ Subteiranean Tcrtnites _ Drywood Termites Wood Bores _ Moistmre Control Pawder Post Beetle _ ��' Inspectors Name: �5'�'L1_1 n --- — � NEW CONSTRUCTION — SOIL TREATMENT CERT'IFICATE For du Prevdelton of Subterranear� Terwaites (As reqeired by Florida Bnilding Code (FBC)104.2.6) Cheinic.�i und Concentration ;�"'!""� � e �� o p �� Bora Care 23% sodium Octaborate Tetraf�ydrate) Product: OS /e s�l rid � (Other Chemicals• � �� , /1� / Builder Natr�e: s��' ''q�i ` M G"`�� `��'� — — Ptrmdt #: � Customer #: Address:��" t�� $+�+�`" ��`� '�� #�''�� Lot Biock a. ' p�e Tima Sg. Feoet Lls�r Ft GaUons Soil 7�eaprcavs Foundati� Re-Trcatmeat � �.' � � � g � '� � ' Drivevvay, Pads 8c Patios Pool Deck . t ,' � �� , � ' �; ^ ' Final Perimeter Applicator• ;' � �' � p �'� � s Trt,S Pest Cowtrol Ser�ce State Lfcer�se #: 20U8 802 �: yYat�s:,tlti�err�� Tampa, F�orida.3360d Phoue: (813) 936-5850 As per 104.2.6 - if soil chemical barcier methal for�t+iknc Pttvention is used, final exterior treatment shaii be completed prior to final buiWing approval. �' �. } t * If this notice is for the tinal ezterior trestment,.initial auid date this Itne �'�. ` ` Lritial Date Tr��S Pest Control Service 802 W. Waters Avenue IMPORTANT Y'ampa, Florida 33604-2946 NOTICE TO (813) 936-5850 OWNER State Licen�e #: 2008 DO NOT REMOYE Fermaaeat Notice of Termite Protection (ag required by Florida Building Code (FBC) 104.2.7) 6�R�,S cx� v►� Q�. t�� S Address of treatm r Lot /Block $�� This structure has been treated for the prevention of subteaanean teraiites by the above named company. An annual inspection and a renewal of the amival termite protection contract is necessary for continued protection. Call the phone number above far inspection and contract renewal. 06/16/2011 10:20:09 AM -0400 PAGE 2 OF 2 / i/ Fro�� 06/16/2011 08:59 #395 P.0011001 � ' �,. �;�� ,, — �:;.�.� _ �,�:' ' . y'i�x sc?'"�,,sY. '� ' - = w"'+, �� a � � �,a� �;�., . City of Zephyrhills: �. s,�la�� D��t �:,:�.� . . . . _- _ . ... � ; ` . ; _,�V. Phone: (813)-780-0020 W �� "'� =��.. � � �� : Fax: (813)-780-0021 �� _ � x - �; k,- ------------------------------------------------------------------- � TO: Progress Electric Fax results FROM: Jackie ; � FAX: 1-866-550-9755 FAX #: ; i �� , � DATE: 6/�9'/1 # OF PAGES: 1 ; � , � Received by. Time: 10:17 � � � ' � ' � MESSAGE: Hello my name is Jackie and I have 24 units that need to be released for � ; permanent power. Could I please receive confirmation by your signature and time si�ed � � above this will go in the file showing that this was called into your offi.ce for release. � ; The address is 6885 Aqua Vista Dr; Permit # 11212 for all units // and house meter. � � j 1 � 1 I ' � Vn1L t I i i ; 100 102 101 103 104 106 105 107 � ; 200 202 201 203 204 206 205 207 � � ; 300 302 301 303 304 346 305 307 � � , � , � , � ; Thank you � � ' � Jackie � � � ' � ' � � ' � ' � � ' � ` '______________��---------------------------------------------------� 06/16/2011 10;20:09 AM -0400 PAGE 1 OF 2 � P�� E�v To: 813-780-0021 Date: June 16, 2011 Subject: Memo: - 'iK Result Report P � 06/16/2011 09:� Serial No. Aomw�iooi4ss '1�: 28090 Addressee Start Tir�e Time Prints Result Note 918665509755 06-16 08:59 00:00:40 001/0�1 OK T�1: Tin�er TX. POL: Poil'n ORG: Orig g g tti�7 F1�: Frame E T Note MB�+�p; D 'd a �in�ing �irecCionl SPe SpeCia FOI'W Op ar E d � • FPCOdeC RTX' Re-TX. RLY: Relay•rne�Faznf�dentiai. Bl�: Builetsn. 5IP: Si� �ax. IP Address�Fax. I-FAX : I IILe Result OK: Communication OK, S-OK: Stop Communication, Pw-OFF: Power Switch OFF, TEL: R}( from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, BusY- Busv, M-Fu11:Memory Full, LOUR:Receiuing length Ouer, POUR:Receiuins pa9e Ouer, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. �- City of Zeplzyrhills: Buildiag Dcpartmcnt Phone: (813)-780-0020 Fax: �813)-780-0021 -------------------------------------------------------------------� � TO: Progess ElecLric Fa�c results FROM: Jacldo � FAX: 1-866-550-9'755 FAX #: � DATE: 6/n/11 # OF PAC3ES: 1 Received by: Tim�- : MESSAf.'3E: Hallo my asme is Jaclae aad I laave 24 uaite that aeed to be relessed for : pax�ma:aazit powcr. Could I pleaa.se reccive coaf'irmation by your si�ature and time aigned : above this will go ]II tZIC f11C showing that thia waa called iato yout of�oe for ir,l�s.RO. ; Tho address is 6585 Aqua Viatn Dr; P�nit # 1 1212 £or all units // and house mctcr. Unit ; 100 102 101 103 104 106 105 107 ; 200 202 201 203 204 206 205 207 ; 300 302 301 303 304 306 305 307 'I7iaak you Jacicie . � � City of Zephyrhills: Building Department -,� Phone: (813)-780-0020 Fa�c: (813)-780-0021 -------------------------------------------------------------------- � TO: Progress Electric Fax results FROM: Jackie ; � FAX: 1-866-550-9755 FAX #: � � �� DATE: 6/�3'/11 # OF PAGES: 1 ; � � � Received by: Time: ; � � � � � MESSAGE: Hello my name is Jackie and I have 24 units that need to be released for � � permanent power. Could I please receive confirmation by your signature and time signed � � above this will go in the file showing that this was called into your office for release. � ; The address is 6885 Aqua Vista Dr; Permit # 11212 for all units // and house meter. � � , � , � , � , ; Unit ; ; 100 102 101 103 104 106 105 107 � � � ; 200 202 201 203 204 206 205 207 � ; 300 302 301 303 304 306 305 307 � � ' � ; ; Thank you � � ; ' Jackie � � ' � � ' � � ' � � � � -------------------------------------------------------------------� pq�Cp CQUNTY, FLORIDA Permit No. �Z Date Permitted � ` - 0 �� ,d(� �`��Control # euilder Name/Owner Name v _( '/ County Parcel No� � -��v'�� 7U0 �(�SubDiv: �rT C'�� Address/Location In �� r Classification/Type of Use �� 2 ` �� TRANSPORTATION IMPAGT FEE � Rate: Sq Ft Unit; 2 ' 1� �� Exempt ❑ Yes [] No HoW Determined Impact Fee Amount $�1 �� `_ Zone No. T�� SCHOOL IMPACT FEE (I,1 Account (056) Single-Family Detached House Amount $`C`t' i��Qs` �� (057) Mobile Home (058) Other Residentlal 123) collection Fee Exempt � Yes [] No How petermined PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ l5 ( �J "t '1 Exempt � Yes � Na How Determined LIBRARY FEE �and Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt � Yes ❑ No How Determined Total Amount `� _ RESOURCEFEE ERU TOTALAMOUNT � , . Prepared By Checked �y NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTIQN PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurranGe, hut simply recelpt of e copy of ihis form, placing the bullding permit owner o� notice of ihls assessment and th� conditlons of payment for same. QATE R�CEIVER BY RECEIPT NO DATE BY � R :� 1 {A w �✓:? w City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: _ f�/�'�� r � � � � � Date Received: � - �� Site: "�-'`'� �""'�-- Permit Type: � l� � 7.-9, l �3 �, ,�"f Approved w/no comments: ❑ Approved w/the below comments: �I Denied w/the below comments: ❑ / ��.�t" !%�>�l � �'� �1�� This comment sheet shall be kept with the pernlit d/or lans. �( • SEP 1 4 2010 Kalvin Switzer — Plans Examiner Date actor and/or Homeowner (Required when comments are present) Plan Review: Fort King Colony �}!�f[ work shall be in accordance with 2007 Florida Building Codes, ?C�f�� Natior�al Electric Code, Zephyrhills Land Development C�de, .�nd City of Zephyrhills Ordinances. �l Vv°�il ��eed c:ontracts on all of the buildings and the clubhouse Ia�fare permifi� are released. �s� ��r�e re��rioval K�ermits required before site work can begin. � j C��nst:r «ction Pxits shall be designed to the standarc�s of 7E-29 of f 1 ;tat.ewide urban DPSign and Specificat.ion manual. 73 �il� f�r will bP required around entire site �) rt�►��pac.tiori test. will be required. ��j (° J�tE�ing is tc� be installed built or erected in Right of Way without Riglit o� t/Vay �ase permit. �;'t /�fl ,Pt-backs shall k�e met. 9) faEl �.(�.A. requirements shall be met including common areas, parking, sidewalks, and dwelling units. 1_Ql l�II fir�e walls, penetrations of fire walls, sprinklers, screw �r�spe�tiaris anc� fire related inspections sha{M be done by the Fire �!I�r,hal. ,; 1) N�f:l7ing is to be buried or covered without inspections first. �_i i Sj.��gered c�nst�ruction is recommended on this projec�. Please feel free to contact me with any questions you may have. Kalvin Switzer City of Zephyrhills Building Inspector/Plans Examineer 813-714-0157 kswitzer@ci.zephyrhills.fl.us - SubmfE by Emaii 7 Print Form sis-�ao-oozo City of Zephyrhills Permit Application - Bwlding Department ��J� �/ � � � ' � � � � ✓ � Date Received � �'-( pbone Contact for Permittin -- Owner's Name Fort King Colony, Ltd. Owner Phone Number 561-242-4814 Owner's Address 580 Villa e Blvd. Suite 360 W.P.B. FL 33409 Ow�er Phone Number �� Fee Simple Titleholder Name King IIlvEStme�tS, LLC Owner Phone Number � Fee Simple Titleholder Address 1409 Tech Boulevard, Suite 1, Tampa, FL 33619 JOB ADDRESS 8 eter Lane Zephyrhills, FL 33541-2503 �Or a� SUBDIVISION 1�(` �{� � S ►�UhD� � PARCELIDi� 3-26-21-0010-01400-0000 (OBTAINED FROM PROPERTV TAl( NOTICE) WORK PROPOSED � NEW CONSTR e ADD/ALT Q SIGN Q MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME Q STEEL Q OTHER DeSCRIPTION OF woRK Z4 unit apartment building (Building Type III BUILDING SIZE hree $tory SQ FOOTAGE 9,173 HEIGHT 37'0" � BUILDING $ D__�`�� VALUATION OF TOTAL CONSTRUCTION 7. l�FsCJ I 7^� � ELECTRICAL $ ry AMP SERVICE � PROGRESS ENERGY � W R E C If � PLUMBMG $ �� JJ Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS 89 g �� FLOOD ZONE AREA �YES �NO BUILDER , l } COMPANY First Florida, LlC �_� SIGNATURE V�/ � REGISTERED Y/ N FEE CURRENT Y/ N Address License# GC1508917 �� ELECTRICIAN � � COMPANY Adkins Eledric, InC. —� SIGNATURE _�� REGISTERED Y/ N FEE CURRENT Y/ N Address License # EC0000411 PLUMBER � COMPANY ulf Coast Plumbing of Centra� I FI-i-1nc. SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # FCO24520 ^ ( / / Y � (IL MECHANICAL COMPANV ri Air Conditioning InC. I✓ SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address � License # AC1816078� OTHER COMPANY ayne Automatic Fire Sprinklers, Inc. SIGNATURE REGISTERED V/ N FEE CURRENT Y/ N !�� Address 3226 Cherry Palm Dr, Tampa 619 License# 9846600012008 � RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date Reqwred onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sandary Facdities 8 1 dumpster, Site Work Permit for subdwisions/large projects COMMERCIAL Attach (3) complete sets of 8uilding Plans plus a Life Safety Page; (1) set of Energy Forms R-O-W Permit for new consirudion. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence �nstalled, Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction Directions: Fdl out application comple[ely , Owner & Contractor sign back of application, notarized � �� If over 52500, a Notice of Commencement is required. (A/C upgredes over 55000) �-� I " Agent (for the contrector) or Power of Attomey (for the owner) would be someone with notarized letter from owner authonzing same 7 OVER THE COUNTER PERMITTING (Front of Application Only) S ��C eI ` Reroofs Sewers Service Upgrades A/C Fences (PIoUSurvey/FOOtage) � Driveways-NOt over Counter if on public roadways..needs ROW 1 �� y � �- NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what �icensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certiTy that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specificaliy included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO ER: l�OUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING C PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JUR.4T S OWNER OR AGENT CONTRACTOR � S bscribed and swo t(or affirmed before this Subscribed and swo n to r irm ) befor m this a710 by y►�J�►Qm � F'l��s�i, bY � Who i are personaly known to me or hasfiave produced •Wh are p=�snnau�� t��o me or has/have produced ., as identfication. ' as identification. � � � ��/' �� Notary Public Notary Public Commission No Comrhission No. Name of Notary typed or stamped �" Notary Public State ot �lorfda e° ;•••. e �% FABIANA R. CABEZA Stevroula Keiesidls �. �* MY COMMISSION # DD 632001 < My Commisaion OD941iS$ N EXPIRES: April 29, 2011 � EXpir88O1H8/2010 qF �P 9onded?hruBu�lgetNotnryS2rvicBs 6885 Aqua Vista Dr: BUILDING 5-29,173 SQ. FT 24 units Buildin9 type III 1st Floor-100-10712nd Floor- 200-20713rd Floor- 300-307 SQ. FEET PRICE MAIN OR LIVING: 29,173 OTHER AREA UNDER ROOF: -$ 91.00 OTHER: - $ VALUATION $ 1,303,062.00 FEE SHEET $ 3,278.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 3,403.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 34419 SUB-TOTAL $ 4,977.00 buildi aurchar e $ TOTAL S 4,977.00 SEWER: $ 33,768.00 WATER: $ 10,768.80 IRRIGATION: $ TOTAL: S 44�536•80 WATER METER: n!a IRRIGATION METER $ - N/A FIRE DEPARTMENT FEES PLANSTOTAL: $ 1,750.38 INSPECTION TOTAL: $ �20.00 PERMIT TOTAL TOTAI: S 2,470.38 PUBLIC SAFETY IMPACT FEES POLICE $ 6,096.00 FIRE $ 6,552.00 5 % $ 632.40 TOTAL: S 13,280.40 24 units SUB-TOTAL $ 65,264.58 PARK IMPACT FEES S 15,913.44 24 units SIF'S: $ 44,515.55 100.0 % $ 44,515.55 1.0% $ 449.65 TOTAL: E 44,965.20 24 units 7 I F•S : E 50,876.00 Pay entire permk fee of E177,556.82 — 99% $ 50,466.24 or 25°h of TIF at permit pick up and remaining 75% of TIF before pre meter 1 % $ 509.76 (25% TIF Fee)- 512,744.00 + 565,264.58 =578.008.56 due at permk pick up TOTAL: $ 177,119.22 (75%TIF Fee) - E38 ,232.00 +sso,s7s.sa= E99 .110.64 due before pre meter ! _ � � Type 3 24 units � s � i SQ. FEET PRICE MAIN OR LIVING: 29,173 4 � ° OTHER AREA UNDER ROOF: -$ 91.00' ; , OTHER: -� $ - 6 t VALUATION $ �1,303,062.00 FEE SHEET $ 3,278.00 - ADDRESS $ 35.00 DRIVEWAY $ 35.00. BUILDING: $ 3,413.56 ELECTRICAL: $ 737.55 PLUMBING: $ 491.70 MECHANICAL: $ 344.19 SUB-TOTAL $ 4,987.00 RADON: $ 291.73 TOTAL $ 5,278.73 SEWER: $ 33,768.00 $ 1,407.00 WATER: $ 10,768.80 $ 448.70 IRRIGATION: $ - TOTAL: .5 44,536.80 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES ' PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE $ 3,912.00 $ 163.00 FIRE $ 4,200.00 $ 175.00 5% $ 405.60 TOTAL: S 8,517.60 SUB-TOTAL $ 58,333.13 PARK IMPACT FEES S 15,913.44 $ 663.06 SIF'S: $ - $ 1,855.00 100.0% $ 1,855.00 1.0% $ 18.55 TOTAL: S 1,873.55 T I F'S : S 50,976.00 $ 2,124.00 99% $ 50,466.24 1 % $ 509.76 TOTAL: $127,096.12 Z��e ��R�i�LL� F9R� ��PAR°TEUIE6V`� 6907 Daiey Road, Zephyrhills, FL 33542 �=rre t;hdef �teirh Vlliiliams �us {813)780-0041 Fax (813)780-004� FIRE SERVICE USER FEES Occupancy No.: .� .�. - Pian No.: �L� — f .� Contractor. �i/'Si �%��-. L� I Business Name. •f �� v Billing Address �5�3..� S�K� �!� v�'t� (�' Business Address� # ��-K-., , `_ � ' �r�� Business Phone No.. Billing Phone No.: Business Fax No.. Billing Fax No.. Contact: Contact. PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE � Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C ��j� MuHi 06 s 1 st Re-inspection N/C Standpipes $50 2nd Alarm N!C � (Minimum Charge $25 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed untit LP Gas $50 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $50 NON C.OMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $�J persystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 nnnuai Wet $SO OTHER �y,,rj� % Waste Tire Storage $5O Annual �� Dry $50 fire WalllSmoke Wall � erwall Genefetof < KW $100 CO2 $50 lP Gas 25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 Pe� syscem Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent t0'x10' or greater $15 pertent Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance � (Per Tank) $50 B Exhaust Hood/Duct $30 Natural Gas Installation $50 Re DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL B and cancelled less than 24 hours _ 8 Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL L_� INSPECTION TOTAL �%� � PERMIT TOTAL � TOTAL I __ _I / �� .�� GRAND TOTAL Comments. Date � (G 1� InsA��ctor� � "U � Zephyrhills Fire Rescue C907 D�iiry Koad, lephy�rhills, I� L 3�5�2 laire Marshal l3us (813) 7b0-f)041 Kerry 13arnett f�a� (813) 780-UU�� k?.-mail: kbarnettit�,tire.zephyrhilis.fl.us Plan Review #: 10-105 Project: New Construction Number of Pages: 91 September 17, 2010 I have received and reviewed the revised plans for the construction of the several types of 3-story apartments located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Separate fire alarm plans by the alarm contractor shall be submitted along with cut sheets of all devices and battery calculations to obtain a permit to perform this job. 2. Separate plans by the underground fire line contractor shall be submitted along with cut sheets of all pipe, fittings, and valves, etc... to obtain a permit to perform this job. 3. Separate plans shall be submitted by the fire sprinkler contractor along with calculations, cut sheets on all valves, sprinkler heads, pipe, hangers, etc...to obtain a permit to perform this job. 4. Lightweight truss and floor signs are required to be installed on the building at the main door and every ] 00 feet. Sign shall be an "RF" sign and installed at a height of 4-6 feet to the left of the door. (FAC 69A-60.008) 5. Label all access doors to what they are for any utility, etc... 6. Label attic access door. 7. Label meters in accordance to the apartment number. 8. Units B3 and B4 require a smoke detector outside the master bedroom. 9. Ensure penetrations to any rated floor/ceiling and wall are by a listed method approved by this authority. The listed method shall keep the required rating intact. 10. A fire extinguisher and smoke detector maintenance program shall be developed and kept at the main office to ensure they are being serviced at required times. lnspection Required: 1. Rated walls and floor/ceilings shall have a screw inspection for every layer of 5/8" rated drywall installed as well as an overall final. 2. A penetration inspection will be required. 2 3. Rated wall behind tubs shall be inspected, prior to tub installation. 4. Fire damper inspection required. 5. Other inspections will be conducted with the related trades. 6. Final The contractor will be responsible to set up an inspection chart to record all inspections required, type and date. This record will be kept in the construction trailer. It is recommended that the contractor set up a meeting with this office to go over any concerns just before construction begins. � KERRY B NET , FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. [n the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for tlie contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. 11/29/2010 12:49 4076732866 PAGE 01/91 �ac,�.� � r�s�N�ss �Ax .�c�r�� C�TY OF CASS�LSERRY * * 95 TRIPLET L,A,� DRNE C�SSELBERRY, FLO�bA, 32707 Business namc: 7'�t�-'�'�CH AIYt CONDIT�QN�TG A+1C Loestion address: 3041 SEN[�]�iOJ.A, BLVD City/State: CA,SSELBERI2Y FL 32707 �-T�CH AIIZ CONDTITONING TNC 1041 SEN�OLA, SL'V'D CAS$ELBE�t.RY k'x. 32707-3516 ISSLJ� D.A►,TE: September 07, 2010 EX��A,'�'�ON A,A,'I'�: Septe�mber 30, 2011 }::: . , TAX . . ,BE�F�TPT# CL � TT�CATiQ�'�:` ;:� ^ �LT�NTiTY " FEE :.�c :„:+.- :.a;.;,.. : " . �,f'� : ' .�:�:,.�'.' i��iyi :,>.,.,;,: �;�:.;:� .. :,;,:;<;: ;: :,;;:::;;:; � X0.2S 11-0000503A CONST�TC'�'ICt�`;';� �'�� ,�, ��.� S�'.�'.��•; SEMii�LE C�Ty LiC�B � t" a5.0040o x:; �;;�: �.00 = as.00 . .::,,: `.� �.": ' :;:i•:•! �j j��n:,.^ i::'�� ;', .� 'ti . .•:T: ':sy. .�..+ . . .. .... .. "� �:Ca,'. •��,(,.i'. A 111. �J.�. .R�,7.2� Comments: CONSTRUC�'�Q1V �10 OUTSJD� S�'ORA,G�lA�S��..A,Y' Q� �.test�rictions: G40DS/MATERIALS/SERVICE/EQUIPMENT/VEHICLES TN�OILTANI': THIS TA}C RECEIP7 MUS'T BE POS'Y'ED CON5I'ICUOUSLY IN YOUR PLACE OF BU51NE3S. PENALTY FOR FAILi�� TO DO 80. FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name. 2010-090 - Fort King Unit 61 Builder Name: �j �ST �' �� • -' �'�� Street: Permit Office: ZEPHYRHILLS J City, State, Zip• ZEPHYRHILLS , FL , Permit Number. �� 2-% L Owner: Jurisdiction: 611600 Design Location. FL, Lakeland 1 New construction or existing New (From Plans) 9 Walt Types I�sulation Area 2. Single family or multiple famity Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ftz b. N/A R= ft 3 Number of units, if multiple family 1 c. NIA R= ftz 4 Number oi Bedrooms 2 d. N/A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic (Vented) R=30 0 935.00 ft b N!A R= ft' 7 Windows Description Area c. N/A R= ftz a. U-Factor: Sgl, U=0.30 75.00 ft SHGC� SHGC=0.28 11. Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 235 ft= SHGC� 12. Cooling systems c. U-Factor• N/A ft' a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N1A ft2 13 Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor• N!A ft2 HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft' EF 0.93 b N!A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat Gfass/Floor Area: 0.080 ``�� Fp�EL �J��Built Modified Loads: 25.83 pASS � �► �� LQ '�'�o�al Baseline Loads: 33 75 � p ; • ��G SF'•. y � I hereby certify that the� n�arJif� i cov�red b� Review of the plans and �"iHE �?'ql, this calculation are in cc�n �n�e wi�� lorida Eri�r�. � specifications covered by this a � = ` '�p� Code. � — calculation indicates compliance ��u,, �` __ �.,�°,� rc+ � � t � ATE OF � � ` With the Florida Energy Code. � tu,�,. .. ':,`•.=' �+:,�� , � PREPARED BY: % ��/ � Before construction is completed � �ti t a DATE: ___ �r • �� _ this building wilf be inspected for � rr�� , �i � /� E ` �� compliance with Section 553.908 , � � � Florida Statutes. I hereby certify that this buildi ,�d��,�i6ti?� compliance 1 � y� with the Florida Energy Code. COD �,yg"t'¢� OWNER/AGENT: BUILDING FF IAL: __ _. DATE. DATE: ' 't _ ______ 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title 2010-090 - Fort King Unit 61 Bedrooms 2 Adress Type. Street Address Building Type. FLAsBuilt Conditioned Area. 935 Lot # Owner• Total Stories. 1 SubDivision: # of Units: 1 Worst Case Yes PlatBook: Builder Name: Rotate Angle 315 Street: Permit Office. ZEPHYRHILLS Cross Ventilation. No County PASCO Jurisdiction. 611600 Whole House Fan No City, State, Zip� ZEPHYRHILLS , Family Type. Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp � Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Lakeland FL_LAKELAND_LINDER 2 34 92 75 70 973 48 Medium ROOF � Roof Gab{e Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1097 ftz 0 ft Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft' N N CEI�ING # Ceiling Type R- Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ft= 0 11 Wood WALLS Cavity Sheathing Framing Solar � # Ornt Adjacent To Wali Type R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 292.67 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 68 ft' 0.23 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 S Insulated None 0 460000 21.01049 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case � Overhang # Ornt Fra P anes NFRC U-Factor SHGC 5torms Area Depth Separati Int Shade Screen 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8 VENTING / ---- Forced Ventilation ---- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0 00036 883 7.08 48.5 91.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Cap Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 72d cTm 0.75 sys#1 HEATING SYSTEM # System Type Subtype E �ciency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # Sy stem Type EF Cap Use SetPnt Conservation 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft= DUCTS / ---- Supply ---- --- Return ---- Air Percent �� # Location R-Va�ue Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ftZ Interior 0 ftZ Default Leakage Interior (Default) (Default} % 8/12/2010 11 39 AM EnergyGaugeO USA - FlaRes2Q08 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Venting €X� Jan �X� Feb �X� Mar �X� pr �X� May �X� Jun �X� Jul �X� Aug �X� Sep �X� Oct €� Nov �X� Dec Thermostat Schedule HERS 2006 Reterence Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 BO 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 �8 78 78 78 78 78 78 78 78 78 PM 7S 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 6fi 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11:39 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILI.S, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTIO j RE(IUIREMENTS FOR EACH PRACTICE ____ __ I CHECK Exterior Windows & Doors_ ' N1106.A6 1 1 T Maximum: 3 cfm/sq•ft• window area, .5 cfm/sq.ft. door area. ; Exterior & Adjacent Walls I N1106.A6 1.2.1 Caulk, gasket, weatherstrip or seal between: windowsldoors & frames, surrounding wall; foundation & wall sole or sill plate; joints I � � between exterior wall panels at corners; utiliry penetrations; ; between wall panels & toplbottom plates, between walls and floor. � EXCEPTION: Frame walls where a continuous infiltration barrier is ' installed that extends from, and is sealed to, the foundation to the i �__ top plate _ _ _ -- - _ Floors N1106.AB 1.2.2 � Penetrations/openings > 1/8" sealed unless backed by truss or joint members. . EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. �__ Ceilings � N1106.A6 1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; � � around shafts, chases, so�ts, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. ' � EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. --------- - -- Recessed Lighting Fixtures ' N1106.AB.12.4 I Type IC rated with no penetrations, sealed; or Type IC or non-IC � rated, installed inside a sealed box with 1/2" clearance & 3" from � ' insulation; or Type IC with < 2.0 cfm from conditioned space, � tested. Multi-story Houses � N 1106.A6 1.2.5 � Air barrier on erimeter of floor cavi between floors. � Additional Infiltration reqts N1106.A6 1 3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air � OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ' SECTION ; REQUIREMENTS _ CHECK Water Heaters N1112.AB 3 Comply with efficiency requirements in Table N112.ABC 3 Switch i or clearly marked circuit breaker (elecVic) or cutoff (gas) must be __ provided External or built-in heat trap required Swimming Pools & Spas f N1112.AB.2.3 � Spas 8 heated pools must have covers (except solar heated). � ' Non-commercial pools must have a pump timer. Gas spa & pool i heaters must have a minimum thermal efficiency of 78%. __ Heatpump pool heaters shall have a minimum COP of 4 0 __ j� Shower heads � N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per � minute at 80 PSIG. Air Distribution Systems N1110.A6 I All ducts, fittings, rnechanical equipment and plenum chambers i shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB ____. ___ __ Ducts in unconditioned attics: R-6 min. insulati _ HVAC Controls I N1107.AB.2 � Separate readily accessible manual or automatic thermostat for I _ � each system. _ _ _ Insulation N1104.A6 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. 8/12/2010 11.39 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the Ene�gyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From P�ans) 9 Wall Types Insulation Area 2. Single family or multiple family NSulti-family a. Frame - Wood, Exterior R=13 0 603.33 ft' b. N!A R= ft 3 Number of units, if multiple family 1 c. N/A R= ftZ 4 Number of Bedrooms 2 d. N/A R= ft 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic {Vented) R=30 0 935 00 ft' b. N!A R= ftZ 7 Windows" Description Area c. N/A R= ft' a. U-Factor• Sgl, U=0.30 75.00 ftZ SHGC: SHGC=0.28 11 Ducts b U-Factor: N/A n2 a. Sup: Attic Ret: Interior AH: interior Sup R= 6, 235 ft' SHGC 12. Cooling systems c. U-Factor: N/A ftz a. Centrai Unit Cap� 24.0 kBtu/hr SHGC SEER: 14 d. U-Factor NJA ft2 13 Hea#ing systems SHGC. a. Electric Heat Pump Cap: 24 0 kBtu/hr e. U-Factor• N/A ft1 HSPF 8.2 SHGC� 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gailons a. N/A R= ft� EF: 0.93 b. N/A R= ft' b. Conservation features c. N/A R= ftZ None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ��t[� ST,g�. Construction through the above energy saving features which will be installed (or exceeded) ti o __ F in this home before final inspection. Otherwise, a new EPL Display Card will be completed ��',;, °% _';-�',,. ''",c, based on installed Code compliant features. � f� „,- { o� Builder Signature: Date: � �;(' ' s�'. . � Address of New Home: City/FL Zip: r.E, ,1t — C�D yyE,t'�,�J '`Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Bui►ding Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotfine at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. '*Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 62.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b: SGM En ineerin 11:19AM Air System Information Air System Name ..... .__. _. _. ..___. __._ AHU-Bt Number of zones __ 1 -- -- - -- — Equipment Class _. ..._._.___.._.... SP�T AHU Floor Area .__. _._. ._.._ 907.0 ft� - Air System Type _. ____ ._ ....._._. ... __. ._ SZCAV Locatfon ._. ... __._ Tampa, Florida Sfzing Calculatlon Information Zone and Space Sizing Method: Zone CFM ._. _.. ..... ... Sum of space alrflow rates Calculation Months _._ ._.. ._ ... __ ._. _. ... ._Jan to Dec Space CFM _. .....___. Individual peak space loads Sizing Data .__ __ .......... ... Calcuiated Centrai Cooting Coil Sizing Data Total coil load .__. ...... _. ._ _. .. .._. ._. 1.8 Tons Load occurs at ._._. _ ._ .... ......... .. Jun 2300 .... ... Total coil load -- __-- ___- 21.2 MBH OA DB / WB -. ---._--- _-- _. _ -.-- __ �9.5 / 73.4 °F - - --- - Sensibie coil load .. _- -_.-. _-_ --. -. -.- ____-. 18.7 MBH Entering DB / WB ... _.73.2 / 62.4 °F ._.. Coil CFM at Jun 2300 ..._ ._.._ ._. _. ._. ._. .__ ._ 1020 CFM Leavin DB / WB _ 56.3 / 55.2 °F 9 - - - .. _. Max block CFM ... _. -_-_-_ 1020 CFM Coil ADP -- ._-_--_- -- .-- __ ._.... _._. 54.4 °F �- - - Sum of peak zone CFM .. ....__._ ._. ... ._. _. _ 1020 CFM Bypass Factor _ 0.1Q0 - Sensible heat ratio _-_--_- ----. ... _-_ --. _._ 0.880 Resulting RH _-_--. .... __ -_ __ --. ..._._. 55 % ft�/Ton -- --- --.-. ---_. ... .-- . .... ...... .... 513.1 Design supply temp. --- --- - 55.0 °F .....- - - -- -- BTU/(hr-tt _. ._. _. __ 23.4 Zone T-stat Check __ ... _. _. ._ _ 1 of 1 OK Water flow � 10.0 °F rise _._ ._ _._. N/A Max zone temperature deviation ._. __._ . 0.0 °F Central Heating Coil Sizing Data Max coil load --- --- --- --------__ ._-- ___ .-..-.-.---- 11.4 MBH Load occurs at --- -- -.._. __ --. --- .-- Apr 0600 Coil CFM at Apr 0600 ...... _. .--- .-_--. _-.-.-.--.-- 1020 CFM BTU/(hr-ft� ....... .__---- _-.-- 12.8 - - - - Max coil CFM --- _- ._... _-_ --- .1020 CFM Ent. DB / Lvg DB __-_ .-.-- ... _. _. 56.1 / 66.5 °F Water flow � 20.0 °F drop _____ __. _ WA Supply Fan Sizing Data Actual max CFM ... ..... ...... __ ._..___.. ... .__. ._.__._ 1020 CFM Fan motor BHP 0.12 BHP .. - - -- Standard CFM _ _._. _. .__._. ... ._. 1019 CFM Fan motor kW ._._._. .. ._. ._. 0.09 kW .. ... ._... .- - -- - Actual max CFAA/ft --- -- --.. ....... --- 1.12 CFM/ft� Fan static _- . ... ...... ....--.----- ---- .---.- - --- ._ 0.40 in wg Outdoor Ventilatlon Air Data Design airflow CFM ._._._ ____ ... ... _._ ...._ 0 CFM CFM/person __.__ _. 0.00 CFAA/person - --. - -- ......_-- CFM/ftz _-- -... ... ..--- - ..._ ... .-�- - - - .. 0.00 CFNUftz Hourly Analysis Program v 4 4 Page 1 of 1 � Air System Design Load Summary for AHU-81 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11:19AM DESIGN COOLINCa DESIGN HEATING COO�ING DATA AT Jun 2300 HEATING DATA AT DES HTG COOLING OA DB I WB 79.5 °F / 73.4 °F HEATING OA DB / WB 36.0 °F /30.3 °F Sensible Latent Sensibls latent ZONE LOADS Detalls (BTU/hr) (BTU/hr) Details (87U/hr) (BTU/t�r) Window & Sk i ht Solar Loads 90 ftz 1030 90 n2 Wall Transmission 463 ftz 611 q63 hz �pgi Roof Transmission 907 ft 387 gp7 ftz gpg _ Window Transmission 90 ft 896 - 9p ft 333g Skylight Transmission 0 itz 0 0 tt 0 Door Loads 21 ftz 58 21 ftz 214 Floor Transmission 0 ftz 0 - p n2 p Partitions 0 ft 0 0 ft 0 Ceiling 0 ft 0 0 ftz 0 Ovefiead Lightin 1469 W 5013 0 0 Task Lighting 0 W 0 - 0 0 Electric Equipment 0 W 0 0 0 P�P 3 735 615 0 0 0 Infiltration qg7 �gg5 _ 22�s � Misceltaneous - 0 0 0 0 Safe Factor 0% / 0% 0 0 0% 0 0 » Total Zo�a Loads 9218 2550 7767 0 Zone Conditioning 9394 2550 7340 0 Plenum Wall �oad 0°/a 0 - 0 0 Plenum Roof Load 0% 0 - 0 0 Plenum Lighting Load 0% 0 - 0 0 Retum Fan Load 1020 CFM 0 1020 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1020 CFM 302 1020 CFM -302 Space Fan Coil Fans 0 - 0 - Duct Heat Gain / Loss 0% 0 0% 0 » Tota18 em Loada - 9696 2550 7036 0 Central Cooling Coil - 18660 2552 - 0 0 Central Heating Coil _ _8983 _ ��$ _ » Totai Conditloning 9696 2552 7038 0 Kay: PosRive values are clg loada Positive values are htg loads Negative values are ht loads Negative valuas are c! loads Hourly Analysis Program v 4 4 Page 1 of 1 FORM 1100A-OS FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King - Unit 82 Builder Name: -�j �� `j ��G�Q �t �«''�CI CqQ� Street: Permit Office: ZEPHYRHIILS � City, State, Zip: ZEPHYRHILLS , FL . Permit Number �' Z J Z Owner• Jurisdiction: 611600 Design Location: FL, Tampa 1 New construction or existing New (From Plans) 9 Wali Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ft' b. N/A R= ft' 3. Number of units, 'rf multiple family � c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ft' 5. is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 935 a. Under Attic (Vented) R=30.0 935 00 ftz b. N/A R= fl' 7 Windows Description Area c. N/A R= ftz a. U-Factor: Sgl, U=0.30 75.00 ft' SHGC: SHGC=0.28 11 Ducts b U-Factor N/A ft2 a. Sup: Attic Ret: interior AH: Interior Sup R= 6, 235 ftZ SHGC: 12. Cooling systems c. U-Factor• N/A ft' a. Central Unit Cap 24 0 kBtulhr SHGC' SEER: 14 d. U-Factor• N/A ft2 13 Heating systems SHGC a. Electric Heat Pump Cap. 24 0 kBtu/hr e. U-Factor: N/A ft2 HSPF.8.2 SHGC: 14 Hot water systems 8. Floor Types insulation Area a. Electric Cap• 40 gallons a. N/A R= ft2 EF 0.93 b. N/A R= ft' b. Conservation features c. N/A ' R= ft2 None � � � � 15. Credits CF, Pstat Glass/Floor Area: O.Q80 ��`` Modified Loads: 26.52 PASS �� ti �.••' ••.�` tar,Baseline Loads: 33.98 . . i � � ' � I hereby certity that the pl�s�t��sp Ca� s8�verPxf b� Review of the plans and D �TK� sTq1,� this calculation are in com�liar�e with i nerBY� ` specifications covered by this � �v , _ � 0,�, Code. ! � : A �� ; � � calculation indicates compliance �"� ii,, �'� `'.��.`, �� " O' F( P: lL � with the Florida Energy Code. F- z;: O PREPARED BY: _ � � �'•• 4O •'� � �� Before construction is completed � , = 1 � '��.'�' ` � DATE: _._ __ _ _ � � this building will be inspected for v . ;,` �� . / � �� compliance with Section 553.908 . °�,� � I hereby certify that this buildi , design�b� �s �n compliance Florida Statutes. ✓, --' � with the Florida Energy Code. C �D W�'C`�� OWNER/AGENT• BUILDING OFF rCIA - �' _ _ _ _ ._ __._ DATE: _ DATE: _.._ _ _—_ ___ 8/12/2010 1 �.38 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Titie 2010-090 - Fort King - Unit 82 Bedrooms. 2 Adress Type Street Address 8uilding Type: FLAsBuilt Conditioned Area. 935 Lot # Owner• Total Stories: 1 SubDivision. # of Units: 1 Worst Case. Yes PlatBook: Builder Name: Rotate Angle. 315 Street: Permit Office. ZEPHYRHILLS Cross Ventilation. No County PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS Family Type. Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp U Des+gn Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF � Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Hip Composition shingies 1097 ft 0 ftz Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio {1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ftz N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 935 ftz 0.11 Wood WALLS / Cavity Sheathing Framing Solar �/ # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft 0.23 0 75 2 S Exterior Frame - Wood 13 292.67 ftZ 0.23 0 75 3 E Exterior Frame - Wood 13 68 ft' 0.23 0 75 DOORS # Omt Door Type Storms U-Value Area 1 S Insulated None 0 460000 21.01049 8/12l2010 1'1.38 AM EnergyGaugeOO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. / Overhang \� # Ornt Frame Panes NFRC U-Factor SH GC St orms Area Depth Separat Int Sh ade Screening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 60 ft� 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=�SE TIM Low-E Single Yes 0.3 0.28 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8 VENTING / --- Forced Ventilation ---- Run Time Fan \� Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Defauit 0.00036 883 7.08 48.5 91.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype E�cien Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtulhr 720 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype Eff iciency Capacity Ducts 1 Electric Heat Pump HSPF 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Mode� # Coliector Model # Area Volume FEF None None ft' DUCTS / ---- Supply --- --- Retum ---- Air Percent \� # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft Inierior 0 ft' Default Leakage Interior (Default) (Default) % 8/12/2010 11.38 AM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Therrnostat: Y Ceiling Fans: Coolin X Jan X Feb X Mar X r X Ma X Jun X Jul X Au X Se X Oct X Nov Dec Ventmg �X� Jan €X� Feb �X� Mar �X� �r �X� May €X� Jun X Jul €X� Aug X Sep €X� Oct �X� Nov �X� Dec Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 76 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11.38 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #� ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION , REQUIREMENTS FOR EACH PRACTICE CHECK -----�- -----_..� _.._ Exterior Windows & Doors � N1106.A6 1 1 � Maximum: .3 cfm/sq.ft. window area; 5 cfmisq.ft. door area _ Exterior 8� Adjacent Walls � N1106.A6 1.2.1 ; Caulk, gasket, weatherstrip or seal between. windowsldoors 8� frames, surrounding wall; foundation & wall sole or sill plate; joints , between exterior wall panels at corners; utility penetrations, between wall panels 8� top/bottom plates; between walls and floor EXCEPTION: Frame walls where a continuous infiltration barrier is i ' installed that extends from, and is sealed to, the foundation to the — -- - top plate. _ _ Flaors ' N1106.AB 1.2.2 i Penetrationslopenings > 1/8" sealed unless backed by truss or joint members. � , EXCEPTION: Frame floors where a continuous infiltration barrier ____ is installed that is sealed to the erimeter, enetrations and seams. _; Ceilings , N1106.A6.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; � around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. I EXCEPTION: Frame ceilings where a continuous infiltration barrier i I is installed that is sealed at the perimeter, at penetratians and � seams. -- --� - Recessed Lighting Fixtures N1106.A6 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC I rated, installed inside a sealed box with 1/2" clearance 8 3" from i � insulation; or Type IC with < 2.0 cfm from conditioned space, tested. ! -- , — - Multi-sto Houses N1106.AB 1.2.5 I Air barrier on perimeter of floor caviry between floors. __ Additional Infiltration reqts ; N1106.A6 1 3 Exhaust fans vented to outdoors, dampers; combustion space � I heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION __ _ I REQUIREMENTS CHECK T Water Heaters N1112.AB 3 Comply with efficiency requirements in Table N112.ABC 3 Switch� I or clearly marked circuit breaker (electric) or cutoff (gas) must be i ___.__ __� provided. External or built-in heat trap required. ____ i Swimming Pools & Spas � N1112.A6.2.3 Spas 8� heated pools must have covers (except solar heated) i C Non-commercial pools must have a pump timer Gas spa & pool heaters must have a minimum thermal efficiency of 78% I ___ _ 1 Heat pump pool heaters shall have a minimum COP of 4 0_ Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per I _ I minute at 80 PSIG Air Distribution Systems � N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers �— I shall be mechanically attached, sealed, insulated and installed in i I accordance with the criteria of Section N1110.AB ____ l Ducts in unconditioned attics. R-6 min. insulation. i HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for , each system. _ Insulation N1104.A6 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both N1102.6 1 1 sides. Common ceiling 8 floors R-11. � 8/12/2010 11 •38 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9. Wall 7ypes Ensulation Area 2. Singie family or multiple family Multi-family a. Frame - Wood, Exterior R=13 0 603 33 ft' b. N!A R= ft 3 Number of units, if muitiple famiiy � c. N/A R= ft 4 Number of Bedrooms 2 d. N/A R= ft 5 Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (fl�) 935 a. Under Attic (Vented) R=30.0 935.00 ft b. N/A R= ft' 7. Windows"' description Area c. N/A R= ft a. U-Factor• Sgl, U=0.30 75.00 ft SHGC� SHGC=0.28 11 Ducts b U-Factor: N/A {�2 a. Sup: Attic Ret: Interio� AH: Interior Sup R= 6, 235 ftz SHGC: 12. Cooling systems c. U-Factor: N/A ft a. Central Unit Cap� 24.0 kBtulhr SHGC SEER: 14 d. U-Factor• N/A ft 13. Heating systems SHGC. a. Electric Heat Pump Cap� 24.0 kBtu/hr e. U-Factor: N/A h� HSPF.8.2 SHGC: 14. Not water systems 8. Floor Types Insulation Area a. Electric Cap 4� gallons a. N/A R= ftZ EF 0.93 b. N!A R= ft' b Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ��TH�sr,qr� Construction through the above energy saving features which will be installed (or exceeded) ti _ o in this home before final inspection Othervvise, a new EPL Display Card will be completed ��',;,''%� =$ c,, ' . � ; ;:�', based on installed Code compliant features. ��-��:, •- � a f ; t7 Builder Signature: Date: c� ___��„` �► — - - . � Address of New Home: City/FL Zip: j�, � r; --- - — �ot� �� *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs ai (850) 487-1824 `"Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 62.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B2 Project Name: 2010-090 - Fort King Apts 08/i 6/2010 Pre ared b: SGM En ineerin 11:19AM Air System Information Air System Name ._..-. _.-- ._. _- .-- --. _. _ AHU-B2 Number of zones _- _. _- _-.-. -_ .-. .---- -. .-- _-1 Equipment Class --- _--.-. -- -_ SPLT AHU Floor Area _.__. .__- _....._._. .-. __- --. ... ._ 907.0 ft Afr System Type _. .. ... __ ... _... ._. _. SZCAV Location .. ._..... _..__ ._. ... Tampa, FloHda Sizing Calculetion I�ormation Zone and Space Sizing Method: Zone CFM _._____. ...._. Sum of space airflow rates Ca�culation Months .__ _.__ _. _._. ._. ._. Jan to Dec Space CFM ._. _ _. __. Individual peak apace loada Sizing Data _. _. ._._. ._. _ .. ... ... ....._. _.._ Calculated Central Cooling Coil Sizing Data Total coil load .-- .-. .._ _._- _- -_ ... ..1.8 Tons load occurs at ..... ........ ...... ...._. ---. ...._. ._. Jun 2300 Total coil load __-_--- -.. ..--. _- --... 21.2 MBH OA DB / WB _ ._--_-_- --_-- ._. ..- _. _._._. ._._. 79.5 / 73.4 °F 5ensible coil load .__. _ _ _ _ ._. 18.7 MBH Entering DB / WB _. .___ .__. .. ._._. 73.2 / 62.4 °F Coil CFM at Jun 2300 ... _._. ._ ._. _. 1020 CFM Leaving DB / WB ____ .__ _ 56.3 / 55.2 'F - - -- Max block CFM --- --- -------_. --- _- _ _ .- --_ 1020 CFM Coil ADP _- 54.4 °F .. ..- - - -� -� - - -� Sum of peak zone CFM ._ _-__- -- __ __.1020 CFM Bypass Factor ..- --. .---_ _.... .-_.-_ _--- ..._ _-_-- 0.100 Sensible heat ratio -___.__. .-. _-- _- .-_.-- ... ._ .. 0.880 Resulting RH _.... ._ _- _. .. _ --- --. _.--_ 55 % ftz/Ton ...- -- --- --. _..-- -,- - ---- -- -- -- ._ 513.1 Design supply temp. .- -- ------ -- -. -- --- .._ 55.0 °F BTU/(hr-ftz) _- ._ _-- -. _ 23A Zone T-stat Check _ ........ .-- -_ -_- _-_... 1 of 1 OK Water flow � 10.0 °F rise _.__._. .__ .. ._. _. ._._._ WA Max zone temperature deviation __. _.._._.___ 0.0 °F Central Heating Coil Sizing Data Max coil load .._._._._._. _.... ._... 11.4 M8H Load occurs at _.. ... ._. . -- .. ... - - - - ...- --� - -- -- Apr 0600 Coil CFM at Apr 0600 -- -- -------------- - -- 1020 CFM BTU/(hr-R� -- -- - ...... ...... ....- --- ---- -------12.6 Max coii CFM --_. .--.__ __- _.--_ _- --1020 CFM Ent. DB / Lvg DB _. _-- ---- ._ 56.1 / 66.5 °F Water flow � 20.0 °F drop ._.._. ._. _. ... __. WA Supply Fan Sizing Data Actual max CFM -- _ -_--. __ -_- __._- -_ 1020 CFM Fan motor BHP -_ ...... ...... ... _-__ ._... ... 0.12 BHP Standard CFM ._. ... .. .... .-- ------ 1019 CFM Fan motor kW --- .----- -- ,-- -- ........ .---- --- _. 0.09 kW Actual max CFM/ft ._._.._._. 1.12 CFM/ft Fan static _. _. _._ ._ _ __._. 0.40 in wg -- - - -- -- - -- -� �- - - - Outdoor Ventilation Air Data Design airflow CFM -___ _--- .--. ..-.-_- _- -_ --_- _- 0 CFM CFM/person .-- _-_ - ..... ._. __- 0.00 CFMlperson - -... ... .- - CFM/it2 - - - - - - -- - - ... .._ 0.00 CFM/ft Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-B2 Project Name: 2010-090 - Fort King Apts 08/i 6/2010 P�e ared b: SGM En ineerin 11:19AM DESIGN COOIiN(3 DESIGN HEATING COOLING DATA AT Jun 2300 IiEATiNG DATA AT DES HTG COOUNG OA DB / WB 79.5 °F / 73.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensibie Latent Sensible Latent 20NE LOADS Details (BTU/hrj (BTU/hr) Deta(Is (BTU/hr) (BTUfir) Window & S light Solar Loads 90 ftz 1030 - 90 ftz - Wall Transmission 4fi3 ft g� 1 q63 nz 1�g� Roof Transmission 907 ft� 3g7 _ 907 fts g� Window Transmission 90 tt 896 - 90 RZ 3338 Skyli t Transmission 0 ft� 0 - 0 ft 0 Door Loads 21 ftz 58 21 ftz 214 Floor Transmission 0 ft 0 - 0 ftz 0 Partitions 0 ftz 0 - 0 ft 0 Ceiling 0 ftz 0 0 ftz 0 Overhead Lightin 1469 W 5013 - 0 0 - Task Lightin 0 W 0 0 0 Electric Equipment 0 W 0 0 0 P�P�B 3 735 615 0 0 0 Infikration - 487 1935 �1g p Miscellaneous 0 0 0 0 Safe Factor 0% / 0% 0 0 0% 0 p » Totai Zone Loads 9218 2550 7767 0 Zone Conditioning 9394 2550 7340 0 Plenum Wall Load 0°/a 0 0 0 Plenum Roof Load 0% 0 0 0 - Pienum LP ubin Load 0% 0 - 0 0 - Retum Fan Load 1020 CFM 0 - 1020 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1020 CFM 302 1020 CFM -302 Space Fan Coil Fans - 0 - 0 Duct Heat Gain / Loss 0% 0 - 0% 0 - » Tota13 em Loads 9696 2550 - 7p3g p Central Cooling Coil 18660 2552 0 0 Central Heating Coil - -8963 7038 » Total Condlttonin gggg 2552 �p3g � Key: Positive values are etg loads Poait(ve values are htg loads Negative values are M loads tive valuea are cig loads Hourly Analysis Program v.4.4 Page 1 of 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fart King - Unit 63 Builder Name: f�� jF-`bn �( j� ��/' (�p Street: Permit Office: �PHYRHILLS � City, State, Zip: ZEPHYRHfLLS . FL , Permit Number �� Z( 2- Owner: Jurisdiction: 611600 Design Location: FL, Tampa 1 New construction or existing New (From Plans} 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ft b. N/A R= ft' 3. Number of units, if muttiple family 1 c. N!A R= ft= 4 Number of Bedrooms 2 d. N/A R= ft= 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) gg5 a. Under Attic (Vented) R=30 0 985.00 ft� b. N/A R= ft' 7. Windows Description Area c. N/A R= ft= a. U-Factor: SgI, U=0.30 90.00 ft SHGC: SHGC=0.28 11 Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior 5up. R= 6, 235 ft SHGC• 12. Cooling systems c. U-Factor: N/A ft a. Central Unit Cap� 24.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft' HSPF 8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft2 EF: 0.93 b. N/A R= n� b Conservation features c. NJA R= ftz None 15 Credits CF, Pstat �� o��all9r�-Built Modified Loads: 27.25 Glass/Floor Area: 0.091 ```�� Fp,�� . PASS �' �....... s, l�t�l Baseline Loads: 34.91 S .� I hereby certify that the pl'�1s a�c}�s �\ i $ d by � Review of the plans and 0�-�k1E ST91, this calculation are in co li�c wi e�rida En �_ �' +� 4 ezg � specifications covered by this ti p Code. � -p '; TATE OF ; [r + �Iculation indicates compliance ; �'��,,,,� f '' �, � � ;� �• � � with the Florida Energy Code � �,� •. = O PREPARED BY: � F •�/ � Before construction is completed c� = �,.,° DATE: � �� this building will be inspected for �� ``�` a � i s �NA1- E ��` compliance with Section 553.908 �� I hereby certify that this buildi , s�a`g��,�i�yR�ompliance Florida Statutes. *� �* with the Florida Energy Code Cp� �� OWNER/AGENT• ___ ______ BUILDING OFF�I �L: _ —___-- DATE: -_-___ DATE: � 8/12/2010 1:55 PM EnergyGaugeOO USA - FlaRes2008 Page 1 of 5 PROJECT Title: 2010-090 - Fort King - Unit B3 Bedrooms: 2 Adress Type Street Address Building Type. FLAsBuiit Conditioned Area. 985 Lot # Owner: Total Stones: 1 SubDivision. # of Units: 1 Worst Case: Yes PlatBaok: Builder Name: Rotate Angle: 315 Street: Permit Office: ZEPHYRHILLS Cross Ventiiation: No County PASCO Jurisdiction. 611600 Whole House Fan: No City, State, Zip ZEPHYRHILLS , Family Type. Multi-family FL , tVew/Existing: New (From Plans) CommenL• CLIMATE � IECC Design Temp Int Design Temp Heating Design Dai�y Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF / Roof Gable Roof Solar Deck \� # Type Materials Area Area Color Absor Tested Insu�. Pitch 1 Hip Composition shingles 1097 ftz 0 ft Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1013 ft' N N CEILING # Ceiling Type R-Value Area Framin Fr ac Truss Type 1 Under Attic (Vented) 30 985 ftZ 0.11 Wood WALLS Caviry Sheathing Framing Solar # O mt Adjacent To Wall Type R-Value Area R-Valu Fra A 1 W Exterior Frame - Wood 13 242.67 ft 0.23 0 75 2 S Exterior Frame - Wood 13 292.67 ft 0.23 0 75 3 E Exterior Frame - Wood 13 68 ft 0.23 0 75 DOORS # Omt Door Type Storms U- Value Area 1 S Insulated None 0.460000 21.01049 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation =� cnan ed to Worst Case. � Overhang # Omt Frame Pa nes N FRC U-Fact S HGC Sto Area De pth Separa Int Sh ade Scree 1 S=>SE TIM low-E Single Yes 0.3 0.28 N 75 R� 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft� 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING � --- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 930 7 08 51 1 96.0 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype E�ciency Capacity Air Flow SHR Duc 1 Centrai Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump HSPF• 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0 93 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Coilector Model # Area Vo�ume FEF None None ft DUCTS / ---- Supply ---- ---- Return ---- Air Percent U # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 235 ft' Interior 0 ft Default Leakage Interior (Default) (Default) % 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERA7URES Programable Thermostat: Y Ceiling Fans. Cooling X Jan X Feb X Mar X Apr May (X Jun X Jul X Aug [X Sep [X Oct X Nov X Dec Heating f X� Jan f X� Feb EX� Mar f X� Apr EX� May EX� Jun �X� Jul EX� Aug [X� 5ep [X� Oct �X� Nov �X� Dec Venting [X Jan [X Feb [X Mar [X Apr (X] May X Jun X Jul [X Aug [X Sep [X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 HO 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 7S 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 fi6 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #: ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ____ ; SECTION REQUIREMENTS FOR EACH PRACTICE , CHECK Exterior Windows & Doors � N1106.A6.1 1 � Maximum: 3 cfm/s .ft. window_area; 5 cfmisq.ft. door area. _� Exterior & Adjacent Walls N1106.AB 1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors 8� � frames, surrounding wall; foundation & wa�l sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & toplbottom plates, between walls and floor EXCEPTION� Frame walls where a continuous infiltration barrier is — installed that extends from, and is sealed to, the foundation to the � to late. Floors N1106.AB.1.2.2 Penetrations/openings > 118" sealed unless backed by truss or I i joint members. , EXCEPTION: Frame floors where a continuous infiltration barrier ______ is installed that is sealed to the erimeter, enetrations and seams. Ceilings � N1106.AB 1.2.3 Between walls & ceilings, penetrations of ceiling plane to top floor; , i around shafts, chases, so�ts, chimneys, cabinets sealed to continuo�s air barrier; gaps in gyp board 8� top plate; attic access. ' EXCEPTION: Frame ceilings where a continuous infiltration barrier I is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 ' Type IC rated with no penetrations, sealed; or Type IC or non-IC � rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, _.. ___L__ tested. � Multi-sto Houses __ ___�N1106.A6.1.2.5 _Air barrier onperimeter of floor cavi between floors. Additional Infiltration reqts i N1106.A6.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters � N1112.A6.3 Comply with efficiency requirements in Table N112.ABC.3. Switch � or clearly marked circuit breaker (electric) or cutoff (gas) must be ___ rovided. External or b uilt-in heat trap required Swimming Pools & Spas � N1112.A6.2.3 Spas 8� heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer Gas spa & pool i heaters must have a minimum thermal efficiency of 78%. ___ __ Heat um ool heaters shall have a minimum COP of 4 0 Shower heads � N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per ___.�_. minute at 8o PStG. Air Distribution Systems � N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB __ Ducts in un conditioned attics: R-6 min. insulation HVAC Controls i N1107.AB.2 Separate readily accessible manual or automatic thermostat for _ ___ each s stem. Insu�ation N1104.AB.1 � Ceilings-Min. R-19 Common wa11s-frame R-11 or CBS R-3 both � , N1102.B.1 1 sides. Common ceiling & floors R-11. 8/12I2010 1:55 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulatian Area 2. Singie family or multipie family Multi-family a. Frame - Wood, Exterior R=13.0 603.33 ft� b.IV/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 2 d. N/A R= ft= 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft') gg5 a. Under Attic (Vented) R=30.0 985.00 ftZ b. N/A R= ft 7 Windows" Description Area c. N!A R= ft a. U-Factor• Sgi, U=0.30 90.00 ftz SHGC• SHGC=0.28 11 Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: interior AH: Interior Sup R= 6, 235 ftz SHGC: 12. Cooling systems c. U-Factor• N/A ft' a. Central Unit Cap: 24.0 kBtuJhr SHGC� SEER: 14 d. U-Factor: N/A ft' 13 Heating systems SHGC• a. Electric Heat Pump Cap• 24.0 kBtu/hr e. U-Factor• N/A ft' HSPF:8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. N/A R= ft' EF. 0.93 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat l certify that this home has complied with the Florida Energy Efficiency Code for Building �,� ST �� . Construction through the above energy saving features which will be instailed (or exceeded} ,y O F O in this home before final inspection. Otherwise, a new EPL Display Card will be completed ��3 ,� % i based on instal{ed Code compliant features. ��;, t d � Builder Signature: Date: ,s --- . tr Address of New Home: City/FL Zip: �q, - - -- — - - - Cp �.�� "Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Buifding Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For +nformation about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2 1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-B3 Project Name: 2010-090 - Fort King Apts OS/16/2010 Pre ared b: SGM En ineerin 11:19AM Air System Information Air System Name _. ._. ._. ._. ._._ ._.... AHU-83 Number of zones __ _. 1 - -- - Equipment Class ...... ... .... .. SPLT AHU Ftoor Area ._. ___. ._. .. 985.0 ft Air System Type ._. ._. _ SZCAV Location _____ Tampa, FloNda Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ___._. _ Sum of apace alrtlow rates Calculation Months ._. .__. _..__. ... _. Jan to Dec Space CFM ._.___ ._. ... ... Individual peak apece loada Sizing Data ... __ ._____ _ Calculated Centrai Cooling Coii Sizing Data Total coil load _. _. ._._. .. ._._. _. ._. 1.8 Tons Load occurs at _.__. .._ .._. Jun 0600 — - .. ._. .- Total coil load ... ._.._. _. ._ 22.2 MBH OA OB / WB -__.--_- _. _.-. --. _-- 75.8 / 72.3 °F ... ._. ... Sensible coil load _. __._ ... 19.4 MBH Entering DB / WB ___.72.9 / 62.1 °F — - -- ._. ._. Coil CFM at Jun 0600 ._. ._. 1057 CFM Leaving DB / WB _.._ .___. __. ._. _._.. ..._. ._ 55.9 / 54.8 °F Max block CFM -__ ------ ----- -_ ... ___. _- _-- 1057 CFM Coil ADP ... -. _- -. _. 54.0 °F Sum of peak zone CFM _.__. .___. _. ._.._. . 1057 CFM Bypass Factor .__.._._.__. _. 0.100 - . Sensible heat ratio _. ..... ._. _. _.._.._ 0.876 Resulting RH _. ___ .__.__. 55 % ft ... ... . ----- ------ ---_... ... ._. 533.4 Design supply temp. .-- --.-. 55.0 °F BTU/(hr-ftz) _- -------- ---- -. _ 22.5 Zone T-stat Check -----. ._._. .-- --- _. --. _ _. 1 of 1 OK Water flow � 10.0 °F rise ._. _._._. ._____. __ .. WA Max zone temperature deviation _ _._. .____. _. 0.0 °F Central Heating Coil Sizing Data Max coil load .._._ __ .. .__..-_-. 11.8 MBH Load occurs at _.-- -..--. .-- -- _-. Apr 0600 -- --- - -_._.. Coil CFM at Apr 0600 _- ...__ _ ........ ... ... ... ... ... 1057 CFM BTU/(hr-ftz) ... ... ._.. ._ .. ... ....12.0 Max cofl CFM ._.__. ._ .. ........ ... .. -- -- -- 1057 CFM Ent. DB / Lvg DB --- - -.-- ---- -- --- 58.4/66.7 °F Water fbw � 20.0 °F drop ._--_-- _- --- ...... _. ... WA Supply Fan Sizing Data Actual max CFM ____. _ .._._._ ... ...... .._._. 1057 CFM Fan motor 8HP _. _. .__. _. ._.__ _._. 0.12 BHP Standard CFM .. __ _. ._.._._. 1056 CFM Fan motor kW .__ ._.__. ____ ___. 0.09 kW _.. ._..-- - - Actual max CFM/ftz .... ...._. .- -- ----- --- --- --- .- -- 1.07 CFM/ft Fan static ---.-------.-- ----- -- -- -- -- - -. 0.40 in wg Outdoor Ventilation Air Data Design airFlow CFM .... ..........- _---...._. ... -.------ ---. ---. � CFM CFM/person ---- .-.------ - ---.. ... ... .._._ 0.00 CFM/person CFM/ftz ---- -- -- --- _- .- -- -- - -- 0.00 CFM/ft� Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-B3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre red b: SGM En ineeri 11:19AM DESIGN COOLINCi DESIGN HEATING COOLING OATA AT Jun 0600 HEATING DATA AT DES HTG COOLING OA DB / WB 75.6 °F /72.3 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible LateM Sensibie Latent 20NE LOADS Detalls (BTWNr) (BTU/hr) Detalls (BTU/hr) (BTU/hr) Window & Skylight Solar Loads 90 ft 771 - 90 ftz Wali Transmission 463 ftz 298 463 ftz 1091 Roof Transmission 985 ftz 163 - 985 ft' 984 Window Transmissiai 90 ft� 540 - 90 ft 3338 SkyU ht Transmission 0 ftz 0 0 ft 0 - Door Loads 21 ftz 35 21 ftz 214 Floor Transmission 0 ft� 0 - 0 Rz 0 Partitions 0 ftx 0 0 ftz 0 Ceilin 0 ft 0 0 ft� 0 Overhead Lighting 1596 W 5444 0 0 Task Li hting 0 W 0 0 0 Electric Equipment 0 W 0 - 0 0 People 3 735 615 0 0 0 InfiRration - 252 2136 2409 1 Miscellaneous 0 0 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zo�e Loada 8239 2751 - 8036 1 Zone Conditionin - 8878 2751 7868 1 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 - Plenum Li htin Load 0% 0 0 0 Retum Fan Load 1057 CFM 0 1057 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1057 CFM 313 - 1057 CFM -313 - S ce Fan Coil Fans 0 0 Duct Heat Gain / Loss 0°/a 0 - 0% 0 » Totai System Loada - 9191 2751 - 7554 1 Central Cooling Coil - 19408 2753 - 0 0 Central Heating Coil -10217 7554 » Total Conditioning 9191 2753 7554 0 Key: Positive valuss are clg loada Positive valuea are htg loads Negative valuea are ht loads Negative values are cl loads Hou�ly Analysis Program v 4.4 Page 1 of 1 � lorida Building Code Online Page 1 of 2 �� , � �,r. � � , � � , � � �� _ �� „ a,�~� ��»� � � - � . - � � � � -� � �- �` �� `� � �° �"� �� ; � , - � �� _ � � � ��'� s �.� � � —� � � -�� _; � � � �� z �� _ � � �� c�� ,� � � �: �� - , r w� � � ° ,,' �;�te� .,_ , .- ��T 1 ='�� `,��' r — � �-, „_ , s r ... � _. —' - � = :� � - � � ;=� . ��--�� . � �� y .� � �,� � ' _ __ �; BCIS Home Log In User Registration Hot Topia Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search _. _ �, ` �" � � _ � �� Product Approval � ' �'+ �� USER. Public User �°" Y&. � �� Produc[ Approval Menu > Produrt or Apphcation Search > Apphcation List > Application Detail �;., a.,�'_�t�; = �{..x.�.?��.'a..i�a=: �� =w � ,t _� , . �= FL # FL13192 ��'�°: ?�.� <,��.�� , „ t �,�. `,�� APPlication Type New �`:��; ^��Q�'' ' � Code Version 2007 ��,rr�_� �_x�; ,�,�� .� Application Status Approved ��. _: er t � �„�,��.,:,�,��,�° _ Comments `� � ` ' �' � Archived �� - , Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jamesha rdie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 , (909)356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/O1/2011 Validated By )ohn Southard, P.E. - Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) tr►•/hxnxnx� flnririal»>il.i;r,�, .,rnh�.rl,„- 7 ,,.. ,i+t .,�....�«..,..,..,.—._.r'!�� vn__.�r�_�_�_ni ni_r.._r T__ �., _ ttr trr, ,,. ,,. ,,.,.,.,. Florida Building Code Online page ? ot 2 Standard Year � ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated li/04/2009 Date Pending FBC Approval 11/09/2009 Date Approved 12/09/2009 ----- - - -- - - - -- - - -- .Summary of Products ' FL # Model, Number or Name Description 13192.1 HardiePlank Lap Siding HardiePlank, Cemplank fiber-cement lap siding ' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RO II install-cemplank-south.pdf � ' Approved for use outside HVHZ: Yes FL1 _3_192 RO II_.I_nstall-hardie�lan_k-hz10 pdf Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc ; Design Pressure: N/A Created by Independent Third Party. No � Other: For use in HVHZ install in accordance with NOA Evaluation Reports i " 07-0418.04 FL13192 R AE HardiePlank Flor ida Analysis 11-3,PDF � !� �� FL13192 RO AE NOA 07-041804.pdf �� Created by Independent Third Party: Yes Back Next DCA Administration Department of CommuniLy ANairs Florida Bullding Code Onllne Codes and SWndards Z555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Appraval Accepts: � � � Ya1r941yryw � �scu»d � �'�� YERiFY' }�+s�•��Tr�intr ��sva��n��a�`.R i.....��«rI«.. ..«« .�4� ....��.n�..�..W--_"! _'__-'" _TTT _TTTI �r11l�I/1/�l�l� �� - �� . � � � � �s '� � . ; .` �eF � �+ ::�� -r-=`;�` ` , �� ",� .�,�; i�.7�d '•',�. :J?F � �: � �.�+�s ' ' _, a(� �;- ��:�r�;7 �!_� ._ �:E ��' _ ? ��' �=�'�'�.°_ ,- EFFECTIVEAUGUST 2008 CEDAR SMOOTH � BEADED CEDAR • BEADED SMOOTH - COUNTRY ROUGHSAWN 'i_I`r" I.�1��! ; ' 3� ��_ t � . {A� � ; r n t `_ : °' I ;, � l � i '1 -�� . �,1 - �ta, ��.,I,T-'• i - i - - i -'� _ ,, ° ' - I��v � 1 `�_, �i � � � _ a � '�: _ _,.. . �� , ,_ ' �-4! 11 ;1�; - �L. ,;�':E:' � r °r_ T t _ , 1i '�" r '?-'L!+�A � ,.��I �id:� ! _ . . . ± ' ;`� . . :.fai7 � � t't` ��i.' a, � �`,-., � #. - i:FC't?(�9�.jv� � i�jl.r l r� ; ,�%%�� iUll (��G `�;;� �, ;i�� J� ;;s.� TH� ;}FtC=�it;G � '�� .�t °� �'':'��:d+,�: � ��ld��f��.�?�� ,Qi i��;`'��_{ ;��T`f��C°�i{?�� Store flat and keep dry and covered prior to installation. our�ooRS INDOORS 1. Position cutting slation so that wind will blow dust away from user i. Cut only using score and snap, or shears (manual, elechic or pneumatic). I nstalling siding wet or saturated and others in waking azea. 2. Pasitlon cutt�g sia6on in weil-ventilated area may result in shrinkage at butt 2.Useoneofthefollowirgmethods: oints. Car lanks on 2d B. a. Best: i. Score and snap 1 ►Y P g ii. Sh�rs (manual, elecUic or pneumatic) - NEVER use a power saw indoors Protect edges and corners from b. Better. i. Dust reduang circular saw equipped with a - NEVER use a areular saw blade fhat does not carty the Hardieblade saw blade Vademark breakage. The manufacturer is not Hardiebladenu saw blade and HEPAvacuum extraction - NEVER dry sweep - Use wet suppression or HEPAVacuum res onsible for dama e caused b c. Good: i. Dust redudng aratlar saw with a Hardieblade saw blade p g y (ony use for low to moderate cutfihng) improper —=<� �- P a f P P 1 v s" s � Im orfant Note: For ma�rimum rotection lowest res irable dust roduction , fhe Manufacturer rewmmends alwa s usin BesY-level cutlin methods where feasibie. storage and � `, . ---� �� handling af the -�' � NIOSH-approved respirators an be used in conjunction with above a�ing pracUCes to further reduce dust exposures. AddiVonal exposure information is available �°'-'�" at www.cemboardsidin .com to hel u determine the most a ro riate cuttin method for r'ob re uirements. If wncem still exists about ex sure levels or ou j 9 P fro PP P 9 YW 1 4 Po Y product. � ' do oot comply with the above practices, you should always consuR a qualified industrial hygierwst a contact ihe Manufacturer for further informafion. 5 �� I��a ��Q�.��_ • Cemplank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7l16" thick OSB sheathing*. Irregularities in framing and sheathing can mirror through the finished appiication. • Cemplankk�" lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpiing of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resis6ve barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). • Maintain a 1" - 2" clearance between Cemboard products and roofs, decks, paths, steps and driveways (figs. 4 , 5& 6). Figure 1 Double Wall Singie Wall • Maintain a 114" clearance between Cemboard products and horizontal flashing (fig. 7). Construction Construction • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding water-resistive barrier 2a o.c. max. let-in bracing & trim (flg.8). osa neatnin9 • Install kickout 8ashing at roof-wall junctions (fig. 9). ;, � i • Adjacent finished grade must slope away fram the building in accordance with local �;� � ! building codes - typically a minimum of 6" in the first 10'. � �� I • Do not install Cemboard products, such that they may remain in contact with i � :; standing water. � , i • Cemplank� lap siding must be installed on vertical wail applications only. � � � `� ! • DO NOT use stain on Cemboard products. - "� � . ��I��ALLATIUN; JOINTTREATMENT* i � � I (Required for Factory Built Color Finish, Aecommended fa Pnmed praductJ ! �_ = i It is not recommended to use cauik at field butt joints. � ' '' stud ��' M � ��1� �� Figure 2 water-resistive I � �� barrier i `��° - �!-iiinii�.� __`.r��,, _ o0 0 o �plank p �- n jointflashing•• 3 � g � oo �' ° ° � = plankedge ° oo � ° �rt�' install�anksin o o __�.f�� ` oo � bartier modera e contad � � o '- o o� tastener o ,r � o° o 0 0 ° Install a 1 114" sfarter strip to �` j � ° � o ensure a consistent plank angle o / Install factory finished edges together at butt joints. iaa�e ap��a►a yap ne�wee� planks and trim, then caulk'° ' If only nailed to sheathing, plank can be a maximum 9-114" wide and must be face nailed at 12' o.c. with 0.09' shank x 0.221" HD x 1.5" long corrosion resistant nails. - **As required by bcal building code "*Apply caulk in accordance w'rfh caulk manufacturers written applicadon instructions. WARNING: AVOID BREATHING SILICA DUST Cemboard' produds conhain respireble aystalYne silica, whidi ia known to the State of Califomia W rause cancer and is ar�sidered tyrr W2C and NIOSH to be a cause of canc� from some occupatbnal sources. &eaWng excessive amounts dreapkaWe silk:a dust can also cause a di�blir�g and potendaly hatai lung dise�e caqed silcosls, and hes peen finked wHh other dlseases. Some sludies s est smoking may ina�se these dsks. punnp inatellation or h�dNng: (t) wak in outdoor areas with ample veMilation; (2) use fiber certrent sheers tor cutling a, where not feaside, use a Har�eblade'�aaw blade and dmt-reducing circular saw a@ad�ed b a HEPA vacuum; (3) wam others in the immediate area; (4) wear a property-fiked, NIOSH-approved dust mask or respirator (e.g. N- .9ryi in accordar�ce with applicade govemment regulefbns and manufadurer instnwifons to f�rtl�er Ihnitresp�rable silica exposures. During clean-up, u9e HEpA vapn�ns a vret deanup metlads - never dry sweep For furd�er AND NSTALLAT ON NSTRU�ONS� TO SER 0� ERSONAL INJUR 8 0R D�EA��m or by caNng 1-87/-236-1526. FAILURE TO ADF�RE TO OUR WARNINGS, MS� , CEM0802-P1l4 9/08 �:t _ - .� �r +�+�W - Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code ciearance �between between Cemboard products surfaces, flashing and counterFlashing requirements for clearance between the Cemboard products and antl tlecking material. shall be instalied per the roofing boftom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Fiyure s driveways. Provide a 1" - 2" clearance between the StUa �-- roofing and the bottom edge of the water-resistive siding water barner �- -"''� Figure 4 resistive siding and trim. Fi u1'e 6 l � ; � �barrier y concrete �' I I deck matenal -- -�-_- v 1" - 2" i foundation ( �; --- , �"' Z" � 1" - 2^ __ __ � ' 1 'I' �-. �� _ — - ± � '��` �'-� oist � I � � � 1 / flashing ____ / � Cemplank ledger �L ��6" min. lap siding --------- — Bashin 9 Figure9 :, b��;�a��9� �L.�� Maintain a 114" clearance Maintain a minimum 1" gap StEpAasldng /� /�' Because of the volume of water that can pour between the bottom of between gutter end caps and SeH-adhenng� '• down a sloped roof, one of the most critical "�inbr� flashin details occurs where a roof intersects Cemboard products siding & trim. �� 9 and horizontal flashing. � a sidewall. The roof must be flashed with Do not caulk gap. Fiyure s ��`��6��a step flashing. Where the roof terminates, ,.:� . , `t install a kickout to deflect water away from Figure � ��"`'' the siding. ,j , Drip edqe S;d;�9 - It is best to install a self-adhering membrane � Caulk 1/4 5 ' d '" 9 °°�""�° boands are na led m placef a d then come back to instali the kickout. -_ "'� ' fas�;a Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding 3: � fla5n'"9 -�=.''' ��, and the entl of the roof intersection, install a"kickout" of su�cient length and gutter and end rap angle to direct the water running down the roof away from the siding. �°��T��i�R REi�UIREMENTS** Blind Nailing is the preferred method of installation for all Face Nailing should only be used where required for high wind areas and must not be Cemplank� lap siding products used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing � Siding nail (0.09" shank x 0.221" HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09° shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 114" long • Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast� nails or equivalent • ET & F pin or equivalent (0 10" shank x 0.25" HD x 1-1/2" long) (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1l4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7f16" OSB minimum 7116" • Siding nail (0.09" shank x 0.221" HD x 1-1l2" long)* • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Z4 _----� • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). stid O.C. max. � i �" Flgure 10 Figure 11 stud � __ 1 1/4" min. water-resistive �•C. max. x overlap Minimum overlap barrier o for Both Face � i �- and Blind Nailing - - � °, blind nail ' - - �� j - � � 3/4"-1", __——— -- I o � � o � min. 1 1/4' � face nail � o overiap } � � � i _ � i i water-reslstive � waterresistive barrfer 1 114" min. barcier oveMap Laminate sheet to be removed immediately after installation of each course for Fac�ory Built Color products. x The illustratlon (figure 9) and associated text was reprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. Fw subscription infortnation, visit www.jlcw�dine.com. ` When face nailing to OSB, plar�CS must be no greater than 91/4" wide and fasteners must be 12' o.c. or less. `" Also see General Fastening Requirements. CEM0802-P214 9/OB , : :��a��3 ;-_��°_ ��_� __`_ �i�� ?'-� `�� • Consult applicable code compliance report for correct fasteners type and Fas(eners must be corrosion resistant, galvanized, or stainless steel. p�acement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Pubiished wind loads may not be applicable to all areas where The manufacturer recommentls the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult the manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Seroices if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when instailing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space) (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole antl adtl a nail. (fig. B) ,.>��; �� .,��; ;�� • For wood framing, under driven nails should be hit flush to the plank with a Cemboard products can be hand nailed or fastenetl with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, � � help control the depth the nail is driven. If setting the nail depth proves �� ' Caulk & di�cult, choose a setting that under drives the nail. (Drive under driven add nail nails snug with a smooth faced hammer • Does not apply for installation do not under SO to steel framing). Figure A Figure B drive nails 3 `,��i�x�ll�C� ��1�141�� For best results use an Elastomeric Joint Sealant DO NOT use stain on Cemboard products. complying with ASTM C920 Grade NS, Class 25 or Cemboard products must be painted within 1 SO higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100°/a acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. �v�� RY �UIL� c;t�Lt3R �'��i�C}�flvY C��.��i�: �°�t��H-�� L�1l�iN�� • Touch up nicks, scrapes and naii heads using the Factory Built Color technology touch-up applicator Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Cemplank� lap siding with Factory Buiit Color technology • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched cauiks are available from your Factory Built Color product dealer. • Treat all other non-factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. �A1�i`1"ING �EMB�ARD� 5lDIt�G AND TRIM PR013UCTS �VITH F�C�L3RY BUiLT �.��R T'��F1N�L�?GY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on Cemboard products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, app�ication methods, and application temperature :C7V�RAGE CHARTIESTIMATIN� �UIDE Number of 12' planks, does not include waste COVERAGE AREA CEMPLANK� LAP SIDING WIDTH LESS OPENINGS SQ 5114 6114 7114 7112 8 81l4 91/4 9112 12 (1 SQ =100 sq.ft.) (exposure) 4 5 6 6114 6 314 7 8 81/4 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 111 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 � 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over a under ordering of product. RECOGWiIqt In a000rdence wiy� ICC-ES Legaqr Repai NER-405, Cemplarrc� lap sidng Is reco�bed as a sWtable altemale b Ihat specified h: the BOCA Natbnal Bulldng Code11998, tlre 1897 Standartl Bullding Code. tlre 1987 UNbrtn BuAdng Code, yb 1998 Inb�afi�onal One�d Two-Faniy Dwelling Code, ihe 2003 IMemeUonal Bu0d6ig Code, arM y�e 2(q3 IMematlapl Residenfial Code Tor O�ce-and Two- Fem�Y ��' �eP �9 ie also reoogdzed for applfcatlon in Mie (dbwir�g C�y of Los Angebs R� Report Na 24882, S� d Florida listing FLN889, Dade Counry, Fbrida I�A No. 02-0729.02, U.S. Dept M HUD Aklerleb Relesee 1283c, Texas Deperlmer� d Inwrance Pioduii Evaluation EG23, Gly � Naw Yak MEA 223-93-M, ard Ca�fomia DSA PA-019. ihese documerds should also be consufted for addltlond Iniaimatlon cor�cerning tlie s�#aMlily d Cis podud fa specnc appkatlons. CEM0802-P314 9/08 ' � �O � JamesHardie Hard�ePlank LapSidmg �/Z� EFFECTIVEAPRIL 2009 ' +;�i51H�LliTIUN REQUIREME�V(S - PFili�iED �. CULUi;rLU� I''r�;;UtJCi;; Visita�r�,.;.i��r;csl�arc�ic.c SELECT CEDARMILLo - SMOOTH • COLONIAL SMOOTH� - COLONIAL ROUGHSAWN�� BEADED CEDARMILLo BEADED SMOOTH � STRAIGHT EDGE SHINGLE PLANK in11PC��t�1°r�NT: FAiLURE �i'� INS'9'ALiAi�[7 �INIStI TNiS FR(�D�JGT f�J ��`G��Dr.��:::� Ws r!� �;�PI ICAGLE BUIL�If�JG CC�i�� APi� J,��Vi�� I�t�li(3iE �!t/h'ITTEN APPLICATION INSTRUCTiONS I�'tAY LF�t� TO P�RSONAI. lNJURY, �i=�� i�; �_��li PERFt��?�IANC�,'JIC�,TE Li:i'�,'I�L BUia_!1?(v�� t;4�li�;:�- .�NL; i/01D TNE PRQDUCT ONLY Wt�RRANi [3€F�JtiE iNSTt�LLltfl(3N. C�N�Ih(v� ��i�i1 '� F� �.`�RE USii�:� �NE �.Ci;;R�CT N�tFsDlEZflNE �NS i RUC'Tlus'��, 1�351�LLATION 0� HZ10T"' PRODUCTS OUTSIDE AN NZ10T. �� LQCATIQN WiL� UGIC! Y� �Utt iN�RHANTI'. TQ �EtERM1NE 1NNICH HAFiUIFZ{�NE A!'P��l�� TO Y�UR LOCATl�nl, VISIT WWW,HARDIEZCIVE.COM �� t;r�Li. �-8�6-942-73�33 (866 9HARDIE) i�ORAGE & HANDLINC,� 0 CUTTiNG INSTRUCTIONS Store flat and keep dry and our000RS �NDOORS covered prior to installation. Installing 1 P°Si6on cutting station so tl�at wind will bbw dust away fran user 1 Cut ony using scae and snap, or shears (manual, electric or pneumatic). and others m working area. 2. Position cutting station in well-ventilated area sid ing wet or sahlrated may result in 2. Use one of �he following rr�Vhotls: shrinkage at butt joints. Carry planks a eest: i. scwe and sn� ii. Shears (manual, electric a pneumatic) - NEVER use a power saw indoors on etlge. Protect edges and corners b. Better i. Dust reducing circular saw equipped with a NEVER use a c�cular saw blade that dces not carry ihe HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade'saw blade and HEPA vaaum exirac6on - NEVER tlry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducirg c�cuiar saw with a HardieBlade saw blade responsible for , (onry use fa low to moderate cutting) damage caused by improper Important Note: Fa maximum protection pavest resp'rable dust production), James Har�e recommends ahvays using "BesY' level culting methods where feasibie. storage and NIOSH-approved respratas can be used in conjunction witli above cutting practices to furiher reduce tlust e�osures. Arltlitional e�osure infamation is available at �wvw.jameshardie.can to f�elp you detemiine ihe most appropriate cutting meUwd fa your job requFements. If concem still exists about exposure levels or you h3ndling Of the pfoduCt. do not compgr witli fhe above practices, you should always consutt a qualified mdus6iai hygienist a contact James Hardie for further information. SD1�83705 !;ENERAL REQUIREMENTS: • HardiePlank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners), which can result in dimpling of the siding due to the compressibie nature of the foam insulatioNsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap�"" Weather Barrier, a non-woven non-perforated housewrapl, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building Figure 1 Double Wall Single wau codes - rypically a minimum of 6" in the first 10'. construction Construction • Do not install James Hardie products, such that they may remain in contact with standing water. water-resisGve barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. piywooa a 2a^ o.c. m�. • DO NOT use stain on James Hartlie° pl"oduCts. oss sneatniny INSTALLATION: � .� JOINT TREATMENT" (Required for CoforPlus� Finish, Reaommended for Primed product) James Hardie does not recommend ihe use of caufk at field butt joints. Figure 2 s d water-resistive barrier � from a�� plank t joint flashing" ° �f8" (rom o o ° plank edge install planks in �: �' o a � moderate coMact o 0 0 o � Waler-resistive 00 °a � barrier ° o o�o ° fastener ° o 0 0 '', o o ° o 0 0 ° Install a 1 1/4" starter sUip to Install factory finished edges together at butt jaints. � o ensure a consistent plank angle `For other jantlng options, refer to local building code or NER 405 °° o 0 *'As requred by local tiuilding code "'Apply caulk in accordance with caulk man�tacturers written applicabon insWdions. leave appropriate gap between ' For additi�onal informati�on on Har�5eWrapTM We�her Bartier, consuN James Habie at 1-866-4Hardie ar www.hardiewrap.com danks and mm, then caulk"• WARNING: AVOID BREATHING SILICA DUST James Herde'products contak� rasphable ayste9lne sRca, which is known W Ihe Shdte of Califania to cause cancer and is considered by IARC and NIOSH to be a cause of cancer firom some occupaUonal sources. &eaWng eucesslve amounts of BspKade sica dust can also puse a disabling �d potentlaAy fatal lung disease called sicaeb, and has been linked wNh other �seases. Sane studes suggest smoking may inaease Crese dsks. Dwig k�st�aUa� a handling: 1) wrnk in outdoor areas wNh ample veMNatlan; (2) use Bber cemeM shears ta a�tfng a, where not feasible, use a HarcHeBlade'saw a blade and dust-reducing dreuiar saw auadied to a HEPA vacuum; () wam otl�a in the Immediate area; (4) wear a propery-fttted, PpOSH-apprwed dust rtask a respirator (e.g. N-95) in accadance with applicade govertenent regulatlais and mawFachrer ins4uctlons W turtlier rMt respirable silMs exposures. Dura�g dearwp, use HEPA vacuums or wet cleanup metlrods - never dry sweep. For tuMer informatlon, refer to our Mstallatlon InsOn�cians and Idatedal S�y Daca Sheet available at www.jamashar�e.can a by cal6ng 1-800-9HARDIE (1-800-942-7343). FAILURE 70 ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY L�AD TO SERIOUS PERSONAL INJURY OR DEATH. amwam HS0920-P1/4 4/09 y >o� �'� ?: At the juncture of the roof antl vertical Maintain a 1"- 2° clearance between surfaces, flashin Install siding and tnm products in compliance g and counterflashing shall with local building code requirements for James Hardie products and decking be installed per the roofing manufacturer's clearance between the bottom edge of the Maintain a 1" - 2" clearance material. instructions. Provide a 1" - 2" clearance siding and the adjacent finished gratle. betvueen James Hardie Figure 5 between the roofing and the hottom etlge of products and paths, steps wa �� the siding and trim Figure 3 stud and drivewa s. S�d�"9 Y resistive Figure 6 wafer i barrier __ barrier -- � Figure4 � I — � � I deck material � concrete I 1 � � - Z' _ ' � � foundahon� ~ _ I_ 1--- � � i"-2" � � — 1 i I �' ` joist flashing -- ' = o � ' ledger �° �HardiePlank`' E "w � Flashin ` min. lap siding FIgUfO 9 �, Maintain a 1/4" clearance Maintain a minimum 1" gap � �� °�� s�e Flas,�� i,�, Because of the volume of water that can pour down between the bottom of James between gutter entl caps and Sel6adhenng� memb�a�e , a sloped roof, one of the most critical flashing Hardie protlucts and horizontal siding & trim. �� '" details occurs where a roof intersects a sidewall. flashing. Do not caulk gap. Figure 8 �� The roof must be flashed with step flashing. Where �-_ �� the roof terminates, install a kickout to deflect water Figure 7 °° away from the sitling. Dnp edge r-- siding r : :� �" it is best to instail a self-adhering membrane on the Do not 1l4" gap S�d�n9 =_ °_�� ~ wall before the subfascia antl trim boards are nailed Caulk + - - _ Housewrap r, in place, and then come back to install the kickout. x � � `"�3. ' �� `� tascia figure 9, Kickout Flashingt To prevent water from dumping behind the siding antl the ',.�,�, easnt�9 _ "= end of the roof intersection, install a"kickouY' of sufficient length and angle to tlirect the gutter and end cap water running down the roof away from the siding. FAST�NEF� RE�1lllRE�1EN�S �* Blind Nailing is the preferred method of installation for all Face Nailing should only be used where required for high wind areas HardiePlank� lap siding products and must not be used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0 09" shank x 0.221 " HD x 2" long) • 6d (0113" shank x 0.267" HD x 2" long) • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.25" long) • Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4" long . Ribbed Bugle-heatl or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threatls into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast� nails ar equivalent • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) (010" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" OSB minimum 7/16" • Siding nail (0.09" shankx 0.221" HD x 1-1/2" long)' • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1 75" long) • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). scud Z4" '�—�` O.C. max. stud 24 �� Figure 10 Figure 11 � va° min. O.0 max. water-resistive Minimum overlap overlap barrier ° f01' BOth F8Ce � i —� �°� blind nail and Blind Nailing ; __ - o� � � 3l4"-1" i - - � � o � _� min. 1 1/4" � face nail 0 overlap i i �-- � _ i � i � water-resistive i water-resistive 1 1/4" min. � barrier barrier overlap Laminate sheet to be removed immediatety after installation of each course for ColorPlus• products. x The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. Fa subscription infamation, visit www.jlconline.com. ' When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. "' Also see General Fastening Requirements. HS0920-P214 4/09 y >o� �=��iAL �A�aTEN��G �FQ�II��I�� • Consult applicable code compliance report for correct fasteners type antl � Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Publishetl wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consuft James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to sitling and framing. • Fastener heads shoultl fit snug against siding (no air space) (fig. A I James Hardie'� products near the ocean, large bodies of water, or in . Do not over-drive nail heads or drive nads at an angle very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) ?��; j��j(� F��,��j��J#; • For w�od framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail) Pneumatic fastening is highly recommended. Set air pressure so that the ' Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This wil� help control the Countersunk, � � depth the naii is driven. If setting the nail depth proves tlifficult, choose a �� Caulk 8� add nail setting that under drives the nail. (Drive untler driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE ��ULKING �,41NTiNG For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hartlie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100% Joint Sealant complying with ASTM C834 Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accortlance with the caulking/sealant refer to paint manufacturers specifications. Back-rolling is recommentled if the manufacturer's written instructions or ASTM C1193. siding is sprayed. COL�JRPLUS�� T�CHNOLOGY CAUi�KIN�, TOUCH-UP & ��INATE • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch-up applicator Touch-up paint should be usetl sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. • Treat all other nor�-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer PAiNTING JAMES HARDlE� SIDING AND TRIM PRODUCTS U1(iTH COLORPLUS`� TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100°/o acrylic topcoats are recommended • DO NOT use stain or oil/aikyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature �aVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, tloes not inciude waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH SQ 51/4 61/4 7114 7112 8 81/4 91/4 91/2 12 (1 S(1=10o sq.k.) (exposure) 4 5 6 6114 6 3/4 7 8 81l4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 SO 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 tOQ 88 SS 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie dces not assume responsibility for over or under ordering of product. RECOGNITION: In accordance witl� ICGES Legacy Repat NER-405, HardiePlank lap siding is recogn¢ed as a su�able altemate lo Mat specified'm: ihe BOCA NaUor�ei Building Codel1999, the 7997 Standard BuiWing Code, the 1997 Unifortn Bu�Abg Cale, Ure 1998 InMmatlonal One� and Two-Famiy DweNing Code, tl�e 2003 Mlemation� Buiking Code, �d Ihe 20031Mematior�el Residendai Code for One-and Two- Family DweNings. Fi�dePlenk lap sidng is abo recognaed fa application in tre fobwing: City of Los Angeles R� Repal No. 24862, Stak of Rorida isdng FL9B89, Dade County, Fbiide NOA No. 02-0729.02, U.S. DepL of HUD MaMrials Release 1263c, Texas Depar6oent of Ir�surance Prodi�ct Evaluation EG23, Cily of New Yak MEA 223-93M, and Callomia DSA PA-019. These documenb should also be consuRed for addi�onal informatlon concemmg the suilab�ily of tlHS producl fa specific appications. HS0920-P314 4/09 PRO,iECT RIO-2159-09 ENG[NEERiNG EVt�LUF�TION REPORT FQR ATTACHfNG JAMES HARDfE� BftaND k=iBER-CEMENT �AP SIDI�IG TO WOOD FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS. ING. 10901 ELM AVENUE FONTANA, CA 92337 TABI.� OF CONTENTS PAGE Reference Reports and Results � Purpose of Anatysis Z Table 2a Calcuiated Design load ( 093" shank x 2 5" long siding nail) 2 Table 2b� Calculated Design laad (11 ga roofing naii) 2 Tabie 2c. Calculated Design load (8d ring shank nail) Z Table 2d: Calculated Design load (8d siding na�l) 3 Table 2e Calculated Design Ioad (6d siding nail) 3 Table 2f� Caiculated Design load (8d siding nail) 3 Table 2g Calculated Design load (6d siding nail} 4 Table 3 Pressure to be Resisted for Exposure B 4 Table 4 Pressure to be Resisted for Exposure C 4 Table 5 Pressure to be Resisted for Exposure D 5 Design Wind Load Procedures 5 Table 7 Maximum Wind Speed {MPH - 3-sec gust) for Various Hardiplank width and Various Fastener Sizes 6- 19 Limitations of Use �g As product evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2007 Florida Buiiding Code PREPARED BY. RONALD OGAWA & ASSOCIAT�S, INC 5801 WARMER AVENUE, #376 HUNTlNGTON BEACH, CA 92649 ��titi"��i� 714-292-2602 ��`� � ' � .+� --.. 714-847-4595 FAX ' �� ' ,� ,�C '' 4 �27 � : � — �"°� �. SF,,�7'�r �,� � `` - � t� �(�p� .: " �,• �� `� � r� a � 1kp � Runa!d 09avYa and Assx�atr:s, 6is 5901 WarnerAvenue, Hurdinr�ion Beact�, CP 9264U t714)Z�JZ 2502 cr- ; � �41 8A7-459ti fax f'rn�ecl' RIO-215S: 04f �au:i.,i�'�ar;fic-.t:undmgProduds,inr ,,:r'�iifl� i%;;�li�„ �� .� � f`< �- .:, 1= �tit.3n��. i.^, 9"Zi:i7 - �i .�'; l i� ��:'��Y I . ' F � ' �' • ,s�;0:14.-i t.y'� . T` ��; � � �1� ' .� �.° ; "'' �valuation Subject: � : ` ?'�' ; � �� <'� ' _,-, :� -_ SiartliePlank� Lap Sidina ,� �'` °�.,,�; �. - ` � �. �r � Jarnes Hardie Trade Names: � -,.a�+ � � d�.�„ -� F': �.zrdiePisir.k��. Cemplank��? � � � ;=: 7 ; y I�L . � - � � '�, _ � �� , .� : e; i k"� , ReferenceReports: � �_�y � ��,��'-�,. ��.� g �� t.3 � : - •` � 1) Intertek - Wamock Nersey - Aulhonzation to hAark HardiePlank Lap Siding �i� id 3�fi* �° �� ,� 2) Ramtech Laboratpries, li�c. Report 10.593-96/t 3°5 (AS?M E33o1 �%!,, ��i '�.,. `�\'�, �; a Transverse Load Tosl, 5H6" Thtck by 7.5 inch wido HardiePlar,k Lap Siding �nstali�d on 2X4 W fi; svood shias �� t� I' <<�' �� F ,� , space a[ 16 inches on center with e 0 093 inch shank hY �222 i!ich head �4�arnett,i by 2 5 irch lony y:�:va�i¢ed sidiry na,i i 4, 3j Inspection Conr.epts Report IG 1034-88 (ASTPA E330) ' S (ransve�se Load Test, 5/16" Thich by 9 5 inch wide Hardi2Plark Lap Sidiny �nstalled on 2r;4 Fi�_ci Hr �.vovd a'��efs space al 16 inches on cent�rwfth a Nuniber i I gauge 1-3/4 inch lony yalvamzed rootiny nau 4) Ramtech Laboratones, Inc Report 2149-07-10 (C} (ASTM F330) Transverse Lead Tesl, 5/16" Thick 6y 8 25 inch wide HardiePlank t_ap Siding installe�J on �X4 Gou� Fir-Larch vrocd stud; ;pace at 16 nlches o� canter wi[h 2n +ld nn� shank box nail, 0 113 inrJt sh8nk Gy 0.26� inch head cli2meter bv 2 375 inch long 5) Ramtech Laboretodes. Inc Report 2149-07 1 D(E) (AS'fM E330) �ransverso Load Tasi, 5116" Thick by 5.25 inch wide NardiePla�k Lap Sidmy installed on 2X4 Doug-Pir-I_arch wood sluds space at 16 inches on centei wiLh a 0 092 inch shank by 0.222 mr,�� head diame[er by 2 5 inch fon� qatvar�ized siding na�I 6) Ramtech La6oratories. Inc Report 2341-08-05 (ASTC1 F330) Transverse Load 7est, 5/16" Thick by 8.25 inch wide HardiePlank Lap Sidmg installed en 2X4 boug-�i�-Larch tivood �tuds spar.e at 761nches an center with a OA92 Inch shank by Q222 inch head diameier by 2 inch long galvanizeci siAinc� netl 7) Ramtech Laboratories, Inc Report 21A9-07-ID (F) (AS'fM E93U) Transverse Load Test, 5/16" 7hic� by 8 25 inch wiUe t�lardiePlank I.ap Sidiny installod en 2X4 Sp�ucc-Pine-f�ur wood studs space et I6 incYres on cenfer with a O.O�J2 mch shank by 0.222 inch head diameter hy Z 5 mch long �721vamze!1 SiUing nail 8} InteRek Testing Servicas, Inc. Report 3i66993MlD-604 (ASTM E330) iransvzrse Load Test, 5/16" Th�ck by II.25 inch ��vide Na�dleFlank Lap Sitl�n� mstalleA on 2X4 Spn�ce-P:ne-Fir wontl st4�ds space al 16 inches on center wrth a 0 092 inch shank by 0.222 inch head diameter hy 2 �nch bng c�alvan¢ed siding nsil Reterences ASCE 7-05 2007 Florida Buitding Code 2WB Intemahonal Build�ng Code�� 2�061nternalional Residential Code�e) Results: HardiePlank Lap S(ding compii�s with ASTM C 1186. StandartY SpecrficaBon lorGrade �l, rype A Non-asbestos FIb2r-Cement Fiai Sheets Table 1, Resuits oi Transverse Load Testin Freme Design nrea Thickness Spacing Fastening Uitimate Load Tn6utary Fastener Report Numbor TestAgency (in.) Wtdth (in ) Frame Type (in ) Mefhod Fastene� Ty�e Load (PSF) (PSF) (sq ft) Load pb;) blind nail 0.093" shank X �0593-�J6l1395 Ramlech 0.3725 � g zX4 wood W- 16 tbrougb top 0,222" HD X 2.5" �2 30J D 833 Z5 B fir edge of long galv. Siding plank �ail blind nail v inspactlon 2X4 wood through top No. 11 ga. 1-3f4" IG1034-88 �onCepts 0.3725 9�5 Hem-Fir 16 edgeof Galv RooSngnail 146.8 46.9 1056 5i.6 plenk 2X4 waod face neil Sd ring shank box 2149-Q7-70 (C) Ramtech 0.3125 8.25 Doug-Fir- �g through nsi1, 0.113" shank Zg6 98.7 0.917 90.4 Larch PIeH�k X 0.280" HD X ovedap 2.375"L 2X4 wood tace nall 0,08?" ahank X 2149-07•10 (E) Ramtech 0.3125 825 poug-Fir- 16 through 0.222" HD X 2.5" 253 64.3 0.917 77.3 Larch P�aak long galv. Siding oveAap nail 2X4 wood facenail 0.092" shank X 2341-08-OB Ramlech 0.3125 825 Doug-Fir- �g ��9h 0.222" HD X 2" �65 55.0 0.917 Sp.4 Larch plank long galv. Siding overtep neil 2X4 wood � nall 0.092" shank X 2149-07-10 (F} Ramtech 0,31P5 - $.25 Spruco-Pine- 16 ��h 0.222" HD X 2.5" �68 56.0 0.917 51.3 Fire Plertk Iorlg gelv. Siding overlap nail � W � faee nail 0.082" ahank X 3168883MfD-004 Intertek 0.3125 6.2a Spruce-Pine- i8 ��h 0.222" HO X 2" �43,4 47.8 0.917 43.8 Fire plank long palv. Siding overl� naii Page 1 • rcn�:C Ggavra and r inc. 590� ;darre: pvenw:.#376 S Iuntinc�i�n Baach. �,.'� 9YE4� 1714) 292 ?C;02 cr_li (714)�347•1595fax �(OJ°Ct'.�I(i-SI��'J�J � l;n:;c � '� it,rd:e Puild:ng ('.'�idut.ts. Inc �UL'�l' :_.1�4.�.VL't1U�� , „l:.;nu '. "� -?" i S i . , .iCt.c_� ,:;�; F��rpose. � his araiysis is to determine the rrtaxfmum wmd speed to'ae resis?ed by ar assembiy of NardiePlank lap sidir:g ;asiPred t� vaootl framing �rnfh siding na�ts or roo5ng � �ai;s 5y proporticnin3 the U�butary area to each fastener, the design }oad to each fastener wiil be kep: canstant. By doing so. the design lo.ad tvr va�ious HardiePl�rk w�dths and stud spacinys wil! ba determined Table 2a, Calcuia.ed Design Loads Based on Constant Pasteoer Load, 0.093" Shank X 2.5" L siding na8, W-Pir Studs, fastenars concealed (blind naiil ::hf <'Y tur iesults �sir:g 7 5 incit p1anY, values (rom Report Nun+her �0593-96f!395. ?he follu�vin� exarp;° v�i;I aernonstratp ihe basic ana!ysis: Design load = ultimate fallure':oad/FOS = 52psf/3 = 30.7psf Araa dibuEary = plank vriclth X�stud spacingllA4) = 7 5 X, (16/! 44� _ �,H33 square feet Faslener load = design lo�d X t�bulary area = 30.7 X 0.833 = 25,6 pouncis Caiculated design (aad = fastener loetl tastetl condition diwded by are� :ii6iatary for �h� cor,di6on to be c�lcuiated '��--- Stud Rrea ..� Area Design HardiaPi�nk'r/�dth Tested Spacing Tri6utary Dasign Load Fastener Stud Spacing Ttioutary l oad �inches; Conditinn (inches) (sq.fl.j (PSFi Load Qbs) linchesj (s .ftJ (PSF) ��, 16 0.5833 43.B1 24 � 0.8750 29 21 r 16 0.8944 36.E0 24 1.0417 24.53 7.�5 18 0.8056 3172 24 1.2083 2115 j 7.5 92 16 0.833a 30.67 25.56 24 1.2500 20.44 -- g 18 0.8889 28.75 24 1.3333 19.17 U.25 16 0.9167 27.88 24 1.3750 18 59 �J25 t6 1.0278 24.88 24 5.5417 ih.58 g s ? fi t.0558 2421 2A S 5833 16.14 ;2 ?6 t.3333 t9.t7 24 2COQ0 i2.78 7able 2b, Calculated Desic�n Loads Based on Constant Fnstener load, No. 11ga. Roofing nait t•3f4" l, Hem-Fir StuQs, fasteners conceatecJ (blind naiq Check (ar resuits using 9-5 inch piank values trom Report Number IC-1034-88 Design load = ultimata failufe Ioatl1�QS = 146.6psft3 = 48.9 psf ;vea Iributary = piank widtM X ts[ud sp�cu�g11A4) = 9.5 X(161144) = L0558 squara feet Fastener load = design laad X tdDutary ar0a = 48.9 X 1 A556 = 5t.8 pounda Calwlated design load = fastener toad tested condition divided b erea tributary for 4he cpndition to be calcalated 5Wd Area Area pesign Hard�ePiank Nhdth Tested Spacing Tnbutary ��sign t.oad Fas[ener StuA Spacfng Tnbutary Load �inches) Condition (inches) (aq.ft.) (PSF} Load 8bs) (indtes) {sq.ft.) (PSF) 5.25 18 0.58a3 98.43 24 0.8750 58.95 625 16 0.9944 74.28 24 1.Q417 49_52 �,2g 16 6.8058 6d.03 24 1.2063 A2.69 7 5 16 0.8333 61.90 2d 1.2500 4127 8 1"0 0.8889 58.03 24 1.3333 34,69 8.25 16 0.9167 56.27 24 1.3750 :s7.51 9.25 16 1.0276 50.19 24 1.5417 33.A6 g.8 1d6b t8 1.U856 48.87 51.68 24 7.5833 32.58 �p 16 1.3333 38.69 24 2.0000 2 J9 Table 2c, CakWated Aesign Loads �asad on Cnnstant Fastener LoaQ, 8d (2•318"L} ring shank box nail, DFL Studs, tasteners expased �face naiq Check for resWts using 8.25 fnch piank valuea fiom Reprnt Number 2149-Q7-10 (C) Design load = ultimate failure loadlFOS = 296peTt3 = 98.7 psf Area tri4utary » plank width X(stud spacing/144) = 825 X(16/144) = 0.917 square Ceet fastener laad = desfgn load X Uihutary area = 98.7 X 0.317 = 90.4 paurtds Calculeted desi n load = tastener load tested oondition divided b area Vibutary €or tlfe conditiat !a bB ca�culated SNd Area Mee nesign HardiaPlank Width Tasted Spacinp Tnbutary Design Loed Fastener Stud Spadng Tributary Load (inches Condition (inchea) (sq.ftJ (PSF) Load (Ibs) (inches} (sq.ft.) (P3F) 5.25 18 0. 8 1 A6 24 0.8750 103.37 825 18 0.6 430.24 24 1.tl417 88.83 ,2g 16 D. f1228 24 1.20&1 74.85 7.5 18 0.8333 .53 24 1.2500 72.38 ��t4lii{IIIItf//�1 g 1B O.BBtl9 101.75 2A 1.3333 87.83 8.26 298 18 0.918T 90.87 90.A4 24 1.3750 85.78 ��\��\` GAWq ��/i� g,p6 19 tA278 8@.00 24 1.5417 58.87 ,�\� 9.B 18 1.0558 85.88 24 1.5833 57 12 � •• 5 •.• 12 18 1.3333 87.83 24 2.0000 45.22 �� r �. � �? � i.; ._ _ �"4 �1� � .�� + �`� � Page2 ' 'tr;a;q �yy►tti� ' � ;�enald Uc�d:�a and rs: o.;::ites �i� 5901 �i;ame�r.Ae�er�ue #37G I��Jf��l!19�011 [ia_BCY� � F1 JZ7��3 (714� 2:.a2-'L6p"L c?I; (71�1)R47-45y: fsix t r01C-Ci' itiC� �, �c ... ,<..,i� �'.I:;.. _ i „ r . .�,.'._ „< �(:'J'.i �i. �.,e ..il�r.l�.� .r . _ i� i �',fl;: -` _ 1.� : Tsbt�; Zcf, c,a:cuia�ad basign �aads Hass1 on Cnnstant �astener t_oad, 8d sidin� nait tQ.097` shank), DPL 5su�!s fastenefs ?�nosed ((ace iic;�;; ��- pr.r .: .,.:;1» ��: n �< 25 ir.ch piark �aL.es trom Re�>ort Numdar 2149-07 10 (E) t'as�gn icad = ulrneat�; €;ai!ure loatdlFOS = 253psf/3 = 84 3 psi H�ea tnln:lary �= plank width K(stud spaangr144) = 8 25 X(16/144) = D J 1 sqi�:u? fect Fas4ener lo2d = design load X iributary area = �4.3 X 0 917 = 77 3 po�rnds Gaiculated desi n ioad = fastener loatl tested condiGOn divided b s�ea trit�utr�ry tor �he wndition !n be �aicula?cd Stud Area Area pesign �F?ardiePfank v'�,dth Test�u Spacing T�ioutary Design Load Fastener Stud Spaang 7nbu�ary � Load �irn;hes� C ondition (Enches} (s9-fl-) (PSP� I.oad(Ibsl �(inchesl (sqfl.) (PSF) 5 2`� � 16 0.5833 132.52 24 6 8750 8$.35 ;:, "". -- i 6 0.6044 15 7.32 24 1.0417 '4 21 � 7 2G ---- ----- 16 t�.8056 95.97 2'4 T 2U$3 63 �JS t6 0.8333 92.77 2. ':2500 G1.8A 3 16 0.6888 88 87 Zd 1 3333 S7.fl8 825 253 I6 0.9167 84.33 7?.31 14 �-' 375G 56 22 9.25 i6 1.0278 75.22 -- 24 -- L5417 50.14 :r,5 16 1.0556 7324 24 1.5833 48.82 �� i? _ 76 1.3333 5?.98 24� 2.0000 38.85 7ahle 2e. CaiculaEed Design loads Based oa Constant Fastener Load, fid siding nail (0.092" shank), DPL Stuc;s, tasteners exposed ((ar_e ne3q Che::Y. fo� results usi:iG fi 25 inah p�ank values fmm Report Number 2341-08-06 Uesign load = ulLmete failure IoadiFOS = 165psfl3 = 55 psf l+r��a tributary = F;lank wiUth X(stud spccina/14A} = 8.25 X t16fi44) = 0 917 ,��u,�re feet r a,lener inad = desi,r,n'cad x!ributary area = 55 U X d 917 = 5d 4 po;;nds ::a�wfatzJ tlesi�n load = tasiener load tosted corsddion divided b are.i tnGu!ary !nr the car,dition ,e be caic»loted Siud AreB Ar�a t �eSign hla��I�eP!at�k v'�:idti= � "� ested Spacing Tnbutary Des�gn Load F'astener Stud Spar,r.g 1�ibutary Load ;inchesi Co�.ditio�i ;inche.s} (sqft.} {PSFi L�adtibs) (mch2s� isq.ft.) 1f'SF) 5 25 i 6 0.5$33 80.43 24 0.8750 57 82 � 625 '16 0.69qA 72.80 24 i.C417 48.40 Z25 18 6.8058 62.59 24 12083 41.72 ? 5 16 0 8333 BO 50 24 12500 40_33 £1 i6 0.8689 58.72 24 1.3333 37.61 6.25 168 t6 0.9787 55.08 50.42 24 1 3750 36.6� 92� 16 1 A278 49.05 24 1 5417 32.70 �- 9.5 79 1.0556 47.76 24 1.5833 31.84 t2 16 1.3333 37.81 24 2.0000 25.21 TabIQ 2f, CalculaEed Design Losds BasBd on Constant F86tenB� Load, 8d siding nail (0,092" shank), S�F Studs, fasteners exposed (tace nail) �:her,k (or resulis usmg 3,25 inch plank values from Report Number 2149-07-1Q (F) Oesigr. toad = ul�imate `adure foad/FO5 = 188psF/3 = 56.0 psf i,iea Inbutary = piank vrdth X(stud spacingit44) = 8 25 X(16fi44) = 0 917 sq�:ette teet Fasiener loaa = desic�n IoaA X iributary area = 56 0 X 0.917 = 51 3 pounds Calculated desi n load = fastener load tE9ted CondiBon dtvided 6 area Mbu[ary tor tho curdition to be calculatad Stud Area �� Area Design Nardi�Plank VvS�th iested Spacing Tributary Design Load Fastener Slutl Spacin� T�ibutary Load (tnches) Condition (inchesj (sq.fl ) (P5F) load (Ibs) (inchasl �s .R. (PSF) 5.25 18 0.5833 88.00 24 0,8750 58.87 6.25 16 0.89R4 73.52 Za 1.0417 q8.28 7.25 i6 0.8058 63.72 2d 1.2Q83 42.48 7.5 76 0.8333 61.80 24 1.2 41,�7 8 i6 0.8889 57.75 24 1.3333 38.50 8.25 168 16 0.918y SB.DO b1.S3 2A t.3750 37.33 925 16 1.0279 49.96 24 1.5417 33.30 9.5 16 1,05 48. 3 24 1.b833 32.42 "" 12 16 1.3333 38.50 24 2.0000 � Iiltlllllt/ / ��\`\`` \� C �� /f! ��i `\ L�� /��' _ 4i 21 � C�C ; STAT �'� W ° U % '• fi P,.' � ''� � �� '• ., CC}F1�a. ` ��''��`��,s!oni��,�:� �� ►��,�,,, � Page 3 Rn�tal.i G3awa an�1 RsseCiates, Ir 5901 1Nsrncr Averuc, #376 Hu;.irni:b�r 8each. �A 9,':.ii»0 :; 14'; 2�i2-25p2 ceil ;71d) 847��4595 tax . Prniect RI^�-2559-.;3 Ju�u-�: I-!��r!,a BUtl:Spv� Pf In� 1�:�t;! Ciin t�,v�nuu I entan.a. C,� 92"s37 8i:f1.942 � 7343 Table 7.g, Calculated Oes'rgn Lnads Qasrd on Consiant Fastenef Load, 6d siding naii (0.092" shank), SPF Studs, iasteners exposcd (face ��ail; c h:_a:k fi,r �.,sults as�ng 8 25 inct� p��k va!u�s froa? Repo�t hlumher 31 rgay3tv'�G-C�J4 Desiyn load = uitirnaie �aiiuie luacilFOS = 1d3.4psil3 = 4. ps! Area tributary = plartk width k(stud spadngl144) = 8.25 X(i�l144� = 0.91T syuare feet Fastener load = d4sign load X tribuiary are� = 47 A X 0 917 = 43.8 pa�r.ds Galsulated desi�n load = fasterer bad tested cond:tion divided Gy area tributary f�r iha conditicn to be calc:iiated Stud A�ea Are� Design ! Ia�diePlank VvSdth �Ceslea Spaci�c� Tributary Oesign Laac1 Fastaner Stud Spacing Tiibu!ary Load �inchas) Condition (inches� is�}.ft.i {pSFI Load;tbs; t��ches) ;sq.ft.i (PSF} 5 25 16 0.5A33 75.11 2d 0.8750 50.08 f925 13 0.8944 63.10 ZA 1.D417 A206 7 25 � 1 a 0.8056 54.39 2d 12083 36 26 i 5 15 0.8333 52.58 2d 1.25�0 35 05 " R 1 h D.888q 49.2�3 't4 1 3333 92 8Fi � 8.29 74J.4 95 6.9167 47.80 43.82 24 5.375C 31.87 9.25 16 1.0278 42.63 24 7.5417 28 42 9 5 � 1 fi 1 d556 41 51 24 1-5833 '_7 67 7<" 1& t_3333 32.86 24 e.YJE:O 219t Tab1e 9, pressures �PSF) lo be Resisted at Various Wind Speeds - Wind 6cposure Category B, Kzt=1, 1=Ld � ;Nind S eed {3-second Qust� 85 � '1n0 110 120 7�0 140 15U 170 Exposure B 6 8 3 H B B g q Ad�<<stmeni F, V„ = i 7 4 1�J 5 Z4 i 29 1 34 ' 40.7 47 2 54.2 �9 f Heiqht �K) fac(o� i - ��5 1 174 19.5 2+4.1 29.1 34.7 AD.7 472 5d2 69.t3 20 1 17 4 19.5 2d.1 29 1 347 40.7 37 2 55.2 6�J.fi 25 1 17 4 19 S 24.1 29.1 34 � 40.7 472 54 2 6'�.6 30 i 17 4 19.5 24.1 29.'I 34.7 4Q.7 47.2 542 39.6 35 105 10.3 20.5 25.3 90.6 36.4 42.7 :9.6 56.5 73.1 4G 1.C9 19 0 21 3 28.3 31.7 37.8 na.a 51 4 59J 75.9 45 112 19.5 21.8 27.0 32.6 36.9 45.6 52.9 60.7 78.0 50 1 76 2Q.2 22.6 28.0 33.8 4D.3 47 2 54.8 62.9 80.7 55 1 18 20.7 23.2 28,7 34.8 dt 3 48.4 56.2 &F.5 82.8 60 122 212 23,8 294 3.5 4.3 49.7 7.6 66.1 8d.9 100' Kz = 0. 9 30.8 34.5 42.T 51.6 61.4 72.1 83.6 08.0 f 23.3 'For height > 60ft: Kzt=1, Kd=O 85' 1-1, GCp=LB;GCpi=0.t8; p=460256'KZ"KZCKtl'V^2'I'(GCp±GCpi) Table 4, Pressures (PSP) to be Resfsted at Various Wind Speeds - Wind Exposure Category C, Kzt=1, 7=f.0 , Wind S eed (3-sewnd ust 85 90 100 it0 120 130 140 150 170 E osure C C C C C C C C C AQjush-ient NeigM �ft) factor, 3. P� � 17 4 19.5 24 1 29,1 34 7 d0.7 A7.2 54.2 69.8 Q-15 1.21 211 23.6 29.2 352 42.0 48.2 571 65.6 84.2 2Q 1 29 22.4 25.2 31 t 37.5 44.8 52.5 60 9 69.9 89.8 25 13S 23.5 26.3 32.6 39.3 46.8 54.9 63.7 73.2 04,0 30 1 4 24.4 27.3 33.7 40J 48.6 57.0 66.1 75.9 97 4 35 1,45 25.2 28.3 34 9 42.2 5p.3 59.0 88.4 78,6 100,9 d0 149 25.8 28.1 35.8 43.4 57.7 60.6 70.3 80.8 143.7 45 1.53 26.8 28.8 38.8 44.5 53.1 82.3 72.2 82,9 1�6.5 56 i.58 271 30.4 37.6 45.4 54,7 63.5 73.8 84.8 iQ8.6 55 1.59 27.7 37.0 38.3 46.3 55.2 84.7 75.0 862 170.7 1* = 1. 8 39.2 44.tl 4.3 85.7 78.2 81.7 108.4 122.1 158.9 'For hel9ht > 6pft: Kzt=1: Kd=0.85:1=1. GCP=I.S;GCPh P=0.00256'Kz'KzC'Kd'V"2'I•(GCPtGCPp `\1 �1ti ! Ui/ J�� ,�`'',,� ` � t �; �:�� -�-� _ � �, _ � - _ �. . : ��w ��: �� :�� "-,��-.. .�.�� ` '� .��n�1 �� . � Page 4 > � + � i � ilq lykjDtM;�k41 :�� { Ronald Oqa�va anri .^�ssc :n� F�01 4Jr:�r.e:;�v� iF.4;t h f;rac' ;�� 92ii?3 714` <?92 2nOZ �_e:i t7'4! c47�A`,�5 t_a�. Pre�e��c RIO-2,59-u5 �u� � ir�r�:,ir iftuldulq ('r ;r: , ,.. !n !', en:�n •�i,i.� C,-�£n_?^;; , 2;(i0?=V� /;..� Tublc 5, t'ress�.rvs (PSFi ro 6e Resisted ai Variuus Winci Speecis - Wind EX�osslre GateyOry D, KZt-1, 1=1.0 ---- bUrci Speed �3 second Hust) L'S �uJ 1QG 110 I20 130 '-a;i i50 ?7G _ ___..___...._ Exoosure U D D �� - - ---- --- p ��-� �- L' 0 � ; Adjustment -` �- f'..I J�1� i f�) (BC�ilf. I F'� ` T7 4 ?9 5 24 ? ?9 i 34 7 4G.7 A7 2 5.f 2 6g C� 0�15 147 25.6 28.7 35.4 42.8 51.0 59.E Ei94 i9.7 '102.3 2p 7.55 27.0 30.2 37 4 45.1 F3 8 ^ 63.1 73 2 84 0 107.9 2? 1.61 28.0 31 4 38.8 d8.9 5� g 65.5 7� 0 87 3 1�t.t ' �[! 1 66 28 9 32d 40.D 48.3 57.5 67.6 7$ A 90 0 115 ; 3� � '; 7 29.6 332 41 � 49.5 59.0 ti9.2 RO 2 92. i 1 183 _ 4G t?4 3Q.3 33.9 41.9 5D.6 T 60 4 " /0.& G2.7 9A 3 12! 1 n` 1 78 31 0 34.7 42.9 51 _8 cl 8 72 4 84 0 OCr � 123.J ��---- 5� ! 9 81 31 5 35 3 43 6 fi2.7 82.8 73 7 85 4 38 1 126 iJ 'S � 8'� 32.0 35.9 44.3 53.5 63 8 7A.9 86 d �J�3,; � 1� 1 � 1- 1 . 6 .t . 1 13 . � ;0�:' Kz= 43 44.5 48.9 81.6 74.5 28J i[<.! 12t:.8 �38.6 578.1 � 'F:�rhe:icht>�OR:Kd-! f:d=0851=i GCp= I nt,ls� °� throi�gh �i are t>ased on A5CE 7-U.+ and �orsisfent :vuh ihe 2q07 f=�enda f�uil iirc� Code Design 1�JinA laaJs. Eqtaation ;, ; i CI 00%5C,'k � �Y.�.�- q� , velocity pressure at 1e,ght z K, , valncity pressure e�ryosure coeffcient evaluated xt he�ght z K, , topographic tactor K, , w�nd dUeuicnaliry faGOr V 6asic wind speed (MPH) I imponance tactor Equation 2, F�°9:�?GC�*GC Cl; , product of exlemal prrssare coeffic:r;nf and gust-effect'actor GC� . product of internal pressure coeKcient antl yust-etfect F�ctor p, desigr presbute i�'�F i for ciacldfitg SubsEtufe q, Into EquaG'on 2, p=F; G02.56".�( K iDIV1RQ fOf 1/, V= ip/t� 00256'K,'Kri K Tdhte 8, Caeffictsnta and ConaWnts uaed io Determintn V, 8aafc Wind S aed MPH J•aecond uat} K HeigM (fl) FxP s �P � �P D K Ka � GC r� . 0-15 0.7 0.85 1.03 h580 1 0.85 1 1.4 0.18 20 07 0.9 t.o6 1 0.85 t 1 a o.18 25 0.7 0.94 1.12 1 0.85 1 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1 14 0.18 35 0.73 1.01 1.78 1 0.85 7 1.4 0.18 `ii{�{ifilllll!/ 40 0.76 1.04 1.22 1 0.85 1 14 0.18 �\\ j � /// 45 0.785 t.065 1.245 1 0.85 } 1.4 0,18 ��\\�`` \� ��'1'/�/�[ 50 0.81 1.09 1.27 1 0.65 1 1.4 0,18 , �� " fi� 55 0.83 tJ1 7.28 1 6.85 1 14 0.18 �� `R(� '�i� 80 D.85 1 13 1.31 1 0.85 1 1 4 0.18 , � r 100 0.89 1.28 1.43 h>80 1 Q.85 1 1.8 0.18 �.� `� � ' ., � . � � STATE UF . �.: �''r, •.!��i'#�'P. � ``',: � � , ' � + • � " 1►� ��- 'M,� pA '�rB�AlANtlMM4�'� l � Page 5 � • F(9^dl i Q�2Y:3 3fld j1550G:dtP.S. It"' �:}' i r, 5:�;�t VJa�ner .4verus h375 � • - +_, ,� - g �' Huntington Bea�h_ C,4 G2FJJ `�� j �-" "`'� �°�':I �� , �,r - ., 292-3r02 ccl! ` � • , t�' ' `� *.`;s'�;=�� , -- F�ai�cL:21V-2159-09 '- � ' R ,�� l � � . .,�„� � i.,:;);.lii:�!.I ,. r>�.;�, ;s l;• ~� �� .� � _ . a;' C;n...i' J� _ , . ` ,. --�. _ , ::C;n:� �_�� , - l-- y -- 3,it? - 00(?- '43 - {� � 'a _ , - � ._ •.6.� -` . . .;, ''��_ , , "�,^- ' i , ;�_; .-�'.:'' , `•;`p�"' ° : , r . t , � � _ �-:� � t �., Taf�le 7, Maxim�m Wir�d Specd {MPH 3-seear7d gustj HardiaPiank l.ap 5iding, A6CE 7-p5 Method 2 � �,, '� -, '. ti� �� x �, , `�'f �� '.. ;_ l \ �e''4 + � Basic Nhnd Speed mph Coefficients usad i� Excel CaiculdNd�d#idd 1��b�i� �� '' (3-sewnd gusty tBC�d IRG�> K_ � -�--� i Prad�et � St�d Bwiding Oesgn �� Plin;?� Fastener Fastenar . cram? -��-- --- - Pfvd��: I imcAr.�ss Spacing He�gh; 6 C p !_oad i � ; (mChes� vncnesi 7YPe � Spacmg Typa (mches) (feeq (/'SF7 F_xF I3 Esp G c.p C � K�,� i CC.. 3G�.' 0-15 135 122 911 d3 8 0+' 0 85 1 03 h��P ; O 75 t 1 A 0 9 "<0 135 119 iO3 43.8 0 7 D.9 7 G8 � i� A5 t 1 4 0 98 25 135 11S 107 �3.8 0; 09a �,i2 �'0&5 i�a o7e � O C53' E�"�-] �0 135 l�d 7p5 d3.� p 7 09E 1 16 ! I Q8`� " i 4 t! 1E, sranb. X � f � 0:'2"1" HD � N��IoC 2X4 35 732 7?2 '.03 d3.8 0 73 i 01 ?.i? 1 - i35 ?� a O 78 � V li;ih� ..t. � � lhrouyi� v'oecW� ih qq 129 ?11 102 d3.E Q7�S 1.OA f2^< I i{Ot3S 1 id .)13; � - <," i. � _ _- � E �` � top �=d�e'�" F:r 45 127 709 101 J3 B D 785 ' J65 I 2aF �T u 85 ' 1 4 0 tt3 " ! Q31Y :if(:I�� nail i P:ar:k �0 125 96f3 fQ0 43.8 081 1.09 127 i: O85 � :� t3! � 55 124 1 G? 99 43.8 0 83 1 Y'I 1 29 i 0 85 t 7 4 0 9II i C^0 122 tG�S 9�J 438 085 � 73 13t t i C85 f! d � i3� 100 101 90 84 43.8 0 99 1 28 1 43 N50 _; G d5 1 1 d iI 1Q j ! 0-15 12R 112 102 38.8 Q 7 0.85 1.03 h4i0 1 0 85 i i 4 0.1C i � 20 � 12A� 169 ..�' 00 36.8 0� r, 9 1.08 1: D�5 � 1 4 :� t e i I 25 124 107 98 36.8 0 7 0 94 1 72 1 j 0 85 " L�k 0 18 a t �'�' P.I:nd � 30 124 10 i 96 36.8 0'i 0 98 1 18 !: 0 85 ? i J 0 tE I snank X platled "ZX4 � 35 121 iG$ 95 35.8 073 1 Ot 1 19 !; p 85 3 1 i U S d � 0 222° HD ( Nd�tliFPlarktw 5176 �25 Through weodW I6 qQ 115 IG1 9q J6.8 076 104 122 1 085 1 �_�i 018 . .� ` 5 � , � I tco ea Fu 45 1 17 1 C+J 93 3& 8 0 785 1 �65 1 2-05 1� o$5 i A 0 i& I ge cf _ galv S�dln�� ' .t__.- ' - plar:k 50 115 59 92 36.9 J 8� 1 09 1 27 �� u 85 7 1 a 0+8 ntu; � I 55 114 �8 91 36.8 0,83 'I tt 125 ' 0.85 t 14 0,18 I � 6 0 1 7 2 9 7 9 0 3 8. 8 0.& 5 7. 7 3 �- 3 1 1 C. zS 9 1 4 0. 7 8 100 93 82 77 36 8 D 99 1 26 1.43 n�G 7 C 85 1 1 B 0 1y � 0-15 115 104 95 3f7 07 085 1.03 "sE0 i 005 1 1-a 078 � 2Q 115 101 92 3f7 C7 09 1.08 �? C85 1 1.4 0':8 25 115 99 91 31 7 0 7 0.84 1.12 1 0$5 ? L4 0 18 0.093" g��nd 30 115 97 89 31.7 07 0.98 118 1 OIIS t t4 0 78 shar.k X �ailed 2X4 35 112 96 88 31.7 0.73 1 01 1.19 t e a5 1 1 4 0 18 Ha�d�ePlank� 5N6 7 25 �`22 HD Through wood W- 16 40 110 94 87 ]1.7 0.76 1.tAt 1 22 7 085 i 1 4 �'I8 Y 2.5" long �cp eCge of F��r 45 108 93 86 9L7 0.7ss tos5 12A5 i? 0 55 i t a 0 18 galV S"tding piank 50 107 92 85 37J 081 1.09 1.27 i 0.85 � 1,a 0.58 nail 55 105 91 85 31.7 0.83 1.11 'I 29 1 0 85 1 � 4 0 18 EO 104 94 84 377 OB5 '113 1.31 1 C85 1 tA Oi8 10� 86 76 72 31J D.98 1.26 1A3 h�60 1 G95 ? id 0?8 0-15 108 98 89 27.9 0.7 0.85 9.03 hs60 �1 085 1 14 D_t8 � 20 108 �95 87 2Z9 07 0.9 1_OB i 088 i 1.4 0.�8 0.093' 25 108 93 85 2ZB 0 7 0.9d 1 12 1 0 85 t 1 4 0�8 shankY. Blind 30 10B 91 84 2Z8 07 098 1,16 1 085 1 1a o�8 0222"tiU NaileC 2X4 35 105 90 83 27.8 OJ3 t01 �,18 �� O85 1 7a o�8 MardiePiankv 5l16 8.25 Through woodW 76 40 103 88 82 27.9 0.78 1OA 1.22 1 085 1 1A 0�8 X 25" iong top edge of Fir 45 102 87 87 27.9 0 785 1.085 1 245 1 0 85 1 1.k tl 18 gaiv Siding lank nall p `� 100 86 80 27.9 0.6/ 109 127 1 tles i 1.4 Q.te 55 99 85 79 27.9 0.83 1.11 1.28 1 0.85 t 7.4 0.79 60 98 85 79 27.9 0.85 7_13 191 1 0.85 1 1.4 O.iB 100 81 72 67 27.8 Q99 7.28 1.43 h�60 1 Q.85 7 1.8 0.18 0-15 102 92 84 24.9 0.7 0.85 1.03 hS80 1 6.85 1 1.4 0.18 20 702 �90 82 � 2s.9 0.7 U.9 1.08 t 0.85 'I 1 4 0.1$ 0.093" 25 102 88 80 24.9 �0.7 O.ea 1.12 � 0.85 1 1.4 0.18 shank x g6nd 30 102 86 79 24.9 07 0.98 1.18 1 Q.85 1 1.4 0.18 0222"HD Nailed 2X4 35 100 85 78 24.9 0.73 t.ot t19 1 0.05 Y 1.a 0.18 HardiePlank� 5/t6 9 25 X 2.5" lonq Through wood 16 40 98 83 77 24.9 0.78 � 04 t22 1 0 e5 t �.4 0.18 galv Siding rop edge of Fir 45 96 82 76 24.9 O.T65 1.066 1 245 1 O.B5 1 7 4 0.18 nad p�ank 50 94 81 75 24.9 0.81 1.09 1.27 1 o.85 1 7.4 0.18 55 93 81 75 24.9 0.83 1,11 129 1 OBS 1 14 0,78 6D 92 80 74 24.9 0.85 t,t3 1.31 1 0.85 1 t a 0.18 1D0 T6 68 64 24.9 0.99 1.28 1.43 h>80 1 0.85 1 1,8 0.18 0.15 89 Bi )4 19.2 OJ 0.&5 1.03 hs80 1 0.85 1 1.4 018 20 ��9 79 72 19.2 O7 6.9 �.08 '1 0.89 1 1 d 0.'IB 0.093" 25 89 �7 71 18.T 07 0.94 112 � 0.86 1 t.a 0.18 - shank X B��nd 30 89 75 69 792 0] 0.98 1.16 1 0.89 � 1.4 0.1& 0222" HD Nailed 2X4 36 87 74 68 182 0.73 t.ot �.78 1 0.85 1 1.4 O.tB HardiePlank� 5116 12 Through wood W 16 40 B6 73 6a 79.Y 0.76 1.04 �22 1 6.85 1 1.4 0.18 X 2.B' long top atlge aT Fir 46 84 72 67 l9,2 Q786 1.085 1.245 1 0.85 4 1.4 0.19 a �' S �� plank 83 72 gg 1,3 Q91 1.08 1.27 1 0,85 1 1.4 0.18 neii 56 82 71 88 f9.? QB3 t.tt '128 1 0.89 1 1.4 O.1B 80 81 7� � 1p,2 0.85 1.13 1.31 1 0.85 1 1.4 0.18 100 67 59 56 i9.z 0.99 1.26 t.43 n>80 1 o.as t 7.a ate Page s R�r.::lc. Oga,ea and Assoadiss I:;c, ' a - � .:9pi VJamer f,venuz #376 >;�, Hur±:r:3lon Beach r;4 9t�;4� 'i �,, "� •a i%i�t' 29� 2g^:? ce�! r ? , '' .. ' ��1) 347-4595 fa, _ ' � ,,z " ` ' �':��;e��: RIt�715g_.Y e � ,� � , . _ ;„,� F . r i.aire'-tt:l'�Qir�Bud:1��qPr�d��r'sh - .-�; m5 ' �. �_ ri`tE"�� `� . 'i i 1�1.,�-1��i. - � l � � . . _� �. ,i5 fi' ` _ . J l�� F r . ; � ( � � e�," � . :�. '' f 4 3asK: V✓tnd SpF,:d m�h -•, - . ., � 1 � � � (• Coeff�c�ents used ir: cx�ei Calcuia?(irt� rpr.Tab�� 7 � (3-secord gus�) , ° � tAC�& �RCr) �- -- J -,: �{( Pr�auG ' i - I Stud 8wldin9 �es��;; � - ------ i ^ +-' �- � `' .� P•c�iu-_t llvckrass ��^hcth Fastener t . Han:a � (inches) Type Spacing 7ypD Spacinct He�ght F3 � r� Loa: � i F , !inchesi (inch85) (/aBt) �YSPI Fr,� B Exp C@xp C f k, k�, i GC„ OG_„_� j , � C-? 5 1? 0 100 91 29 2 OJ 0 85 1 03 hs80 � G 85 i' d ��°; I ' � i 20 i�0 97 B9 232 07 Ou ioa ;�i py5 i 5.; �� s� � � 0 c93. =5 110 95 87 29.z 0.7 o.�Ja 1.n � t o 95 1 t a a tf3 1 B!in 6 � 3Q 110 93 238 P3 2 0; 0 98 1 1E � t 0 85 1 I A �7 i� 1 shank X 0222.,I�p Naned '2X�} 35 106 52 94 79.2 G?3 i,Ui 1 i9 �� 085 t, ,4 �rt°. h `ftd ( �?�' X 2 5" lony Thrcu�ah vrood �J � 40 106 90 �3 ZB.2 0.r8 1 U4 122_ Q�5 1 1�I r 79 � yalv Sidir7q top edga of F�r q5 �OA 89 63 79.1 C 785 1 Cd5 " 245 1 o es t � 4 o te n3ii t?lar.k � � 50 � 102 £38 82 29.2 U_8t tps � 27 �� L a5 � i , .t U i6 , � i 55 101 87 E', .9 2' p 83 1+. i � 25 : C 85 I 1 1 d 0 13 ', � 60 100 37 8i 2s2 D-85 1?3 1�31 '• UBS 1 i d O id' � 1� 83 73 69 79 2 � 99 1 26 1 43 h>60 +"1 AS ? t F. 0 1� � f-75 iDt 92 83 �a 5 G 7 o e5 1 03 r.-e0 o es t •1 0:n � � - __ { � 20_ 701 89 8? _:4 5 0 7 t} 9 ? p8 _ U b5 d �i t8 � 25 101 87 80 24 5 0 � 0 94 'I 12 � i� g,y ; � q' p 1 p ! nG �` Blind 30 70"1 85 i$ 245 07 Oa� 11E pey ; ; O�g! j st;2rk X Nailact 2X» 35 99 �4 ' • �. 0�22" Hl1 �� =a S G 73 1:71 1 ty ' 1 p.&5 1 I t 0 18 � H�udie'��n'r.�L° F!1^ � h 25 7hr�Ug'i w0od �Po'- , d0 97 83 "6 ..4 5 0 7ti 1 c4 1 22 O AS i ��. U 18 i X 2 5" Ivny ��G edre ^f Fir • � adlv Sidltl9 � '15 95 82 76 _4,5 q'85 LG9$ 1 245 �i 085 ?: i 4 0 78� � ' ra�i r`ac6 50 9a 91 75 La 5 0 91 5 i:9 i 27 7 0 85 7 7 d 0.18 � � 55 93 80 ?r, �as" ofl3 ;ii �2s i oes t in oiai � 60 92 79 74 2J5 OQ5 �!3 131 i 085 I iA G18' �00 i6 6! 53 24.5 999 1`l6 1 d3 h>b� i 085 5� fl. OJB. 0-15 94 85 77 2? 2 0.' 0.85 1 E�3 hSCh 1 7 (l95 1 � d 0 78 20 94 83 75 2t 2 0 7 o.s 7 Oa t o65 t�� a o t8 I ?��,. 25 JA 81 7q 2f2 0-7 0_�J4 1 52 1 U.BS 1 ; A P 18 � ! snank ri � � � 79 73 21 2 0-; 0 98 1".� G 85 1 7 A 0 76 I Nailed 2XF 35 92 78 72 212 � 73 t ut 7 �9 t7 t75 i� i a 0,1& Hard�oPl�nk� Si16 I � ps 4222" HD 7�hrou h v;oatl W- 24 -- � X^< 5" long 9 � � � 77 7', 21.2 0 76 1 Od 1 22 b B5 1 t 4 0 78 � � gafv SiUing tep c�ge ot Rr i 45 69 76 7p 2 1. 2 0 785 7 C65 1,245 ; 0.85 t � t 4 0 td I F'ank r . 3i ; � 50 87 i5 70 21 ? 0.81 1 C9 1 27 1 4.85 i 1•t U.?8 � 55 86 74 69 2i2 083 1 �i 1.29 � 085 7 14 0_;8 60 85 74 b9 212 0.85 '� i3 13� 1 085 1 14 a,78 IOp 70 62 59 2� 2 099 1 28 14S h�60 1 0$$ 1 1,8 p ig � 0-15 8B 80 ?2 T 8 G O 7 0 85 1 03 M�FA i t q�75 f 1•1 O t 8� 20 88 78 71 18 6 0 7 G 9 � 08 � O d5 1'1.4 Q.18 0093' � I 25 _ 88 76 09 78.6 47 0.9�i 112 , 1 D&5 1'I.A 0.?B � Q�i�d I 30 88 74 68 t8.6 07 0.98 116 ; 1 065 1'14 O.td shankX Nailed '1X4 3$ 86 73 67 !86 0.73 101 � 15 i �,85 1 i d 018 0.222" HD Har�:�ePlankt�J ( 5/16 I 825 Throu�h woodW- 24 qp g4 72 67 t8.6 OTS 1,04 112 1 085 1 14 018 i X 2 5" lor;y 1pp edge oi Fir q5 83 7? � � g2N Slding 66 18.6 0.785 1.065 1.245 i 0 8= 1 1 4 0 18 i nail Pfanl: � Sp p2 70 �5 98.6 0.81 1 �9 127 � 1 0.85 4 t a p 1a .�iG 81 70 fi5 18.6 0.83 7.77 1.29 � 1 OSb 1 1A O.iS 60 80 69 64 t8.6 0.85 i 13 1.31 1 Q,85 1 i 4 0.18 100 66 5fl 55 i8.6 q,99 1.28 1.43 h�60 1 066 t i 8 D-18 0-1$ 192 17d 1$8 08.4 07 0,85 1.03 ha60 1 0.85 i 1 d 0.18 20 192 189 '154 88, 4 0.7 0.9 1.08 1 0 85 1 1 4 0.1 B 25 192 18& 152 88.4 07 0.9A ! 12 1 0 85 7 Y 4 0 18 No. 11 ga B��nd 30 � g2 �62 149 aa a o.7 o se i �e i o e5 T � a o ia 1 _ 3 � 4 „ Nailed 2XR 35 188 160 147 88.4 0.73 1.01 � �g 1 0 B5 t 7 4 0.�8 HardiePlank� 5176 5.25 Galv Through wood 18 q0 184 157 1qS 88.4 0.76 1 d4 1 22 7 085 1 i 4 O.tB Rooiu�gnail topedgeof Mem-F�r q6 �g� �b,5 �qq BB.a 0J85 7.088 t2A5 t 085 1 7.4 0.18 pfank 50 1T8 754 142 BB.4 0.81 1.09 127 t 085 1 1.A 0.19 55 178 752 141 88.4 0.83 1.N 1,29 1 0.85 1 1.4 0.18 60 174 151 140 88.4 0.85 1.13 1.31 1 0.85 1'1.4 0.78 100 144 128 120 89.4 0.99 128 1.43 h>80 1 0.85 1 1.8 0.78 0-15 178 159 t46 74.3 0.7 0.85 '1.03 h58o 7 O.BS 1 1.4 0.78 Z(J 776 155 141 74.3 0.7 0.9 1.08 1 0.85 1 1.4 0.18 2S 176 152 739 T4.3 0.7 0.94 1.12 1 0.85 1 �.4 0.18 No. 11 ga BAnd 30 176 148 t36 74.3 0.7 0.88 7.18 1 4.85 1 � a 0.18 1-314" Nailed 2X4 35 172 146 135 7�.3 0.➢3 1.01 1.18 7 0.85 7'I.A 0.18 Hard�ePtank� 5/76 6.25 GaM. Th�tlU9h wOOd i6 qQ ��Q 144 133 74.3 0,78 1,04 1.ZZ 1 0.85 1 1.4 0.78 Rooflng nalt top edpe of Hem-Fir q5 �66 142 132 T4.3 0.785 1.085 1.2q5 f o.95 1 y.{ 0.78 plank Sp 1Q3 141 130 74.3 0.91 1.08 1,27 1 0.85 1 1.4 O.tB 66 d61 1A0 128 7�.3 U.�3 7.11 1,35 1 0.88 1 1.4 p.18 BO 1�9 �39 128 TI.3 0.88 1.13 1.3t 1 088 1 7.4 b_19 f00 732 117 110 74.3 0.99 1.28 1.43 h�BO 1 D.85 1 1.8 tlA8 P9ge 7 ,��t��;;;::;��- P,or,=.l�: Ogavn ar.,7 Fl>r:rr,,aLc inc '`� - -�.. i� l �/ ��'. , �5J? Va'a',• r, N3?ii ` ��. . , � ?,�f� f-limtingtan Bead+ CA 52p..4?; _ .� ! c; , 'y; �_.. '7' ..:il -, .� , '-l , - � � � - i s �' F.oer. RIC�_. �5p-oc - � . �� - ., � f �' �� _ � i 3'�`�� -'' ?r;' ' � # . 3 � , � _- # � . � ° �-+�^ ._.��v<�,:�;�i �gfr,c ._ - ..s ? '-.�. � - . : ir�: �avy:i�_ee � �l �. - -' si : , y ,�_ _ , t - e+inna �;A:-a2i3T .•'`� - • - , y -= - " � 1 �i:i0-3<i:-/�G; - �,aA. j � 3_ a=.°�4 �§' __ - ' r +,+`, ",-�_ � � �,` i � � � - „ . ' t '� ti `� . , . � ' . `i -ti `. . C�� iz� _ � � z �; v �`� . 3asi.1,°.�Snd Speed m�h ,'. 4 t i„?'2.'t �5 'r ��'1 �. �, Coefficients used in Exd�p€p1^y��atidng F'p� 7 (. ..e�ond gusp Y, , , : �; , t ;6C�3 ;RCe - � -- --- -- PraiuG - - - Stud Buildir9 i � Desi�n �^ -- � -� -- Prod�.ict ihickness Vd�dth Fastener f astener Freme Spacing Heic�ht � P. C D Load � nches` Unches) Type Spacing Type �nches feet lPSF) Ex tl Er. _ z p h,I Y�, 1 GC� G" (' � � ) ( ) P P � = P �„� � ! 0-15 i 63 148 134 64 G 0.7 p 85 1 03 ta�C ' 7 G.9S 1 i�+ J, ig 20 to3 144 131 640 6.? , G9 tU& t CSL� 1' OtE � 25 163 1d1 129 6ao 0.7 b9a tt2 i css 1 ta oia � F31ir.d 30 183 139 42? 0"4o cJ o9E t,iE 1�re5 1 1a n19 Nn � i qa � _ __�._: '-;;f4 i Nai!aG 2X4 . 35 :EC 73G 125 640 0.73 10? 11E ?lrBS t 14 0?e� H::�d'�eFanN� � I „15 � �!o Thn,iagh �,vood 75 ; :0 iSr 1:r1 12A 6�i.0 DJ6 tOa +,22 F- '� C88 i� 4 0?3 Ro fin natl� tep edc�e of Hem-Fir j~ 154 132 122 &4 tl D 785 1 G6S � 245 `', 0 85 'f 1 4 0 iS Gl�nk � 90 152 731 121 64 0 0 81 1 09 i 27 1 G 85 i 1 4 0 18 i � 55 150 130 120 540 085 t1t tZ9 �85 ? 1�1 4?8 50 748 "128 119 54C 085 7?3 13i 08� 7 1 r �:8 100 1"[3 109 102 &4.0 09� 126 14.3 h�50 ? 085 ^: S? �?8 ��15 153 139 f26 56.3 07 Oes tos nsGa �i oas � 7a ois M 20 153 135 123 56.J 0 7 0.9 1 Ce j 7 0 85 1;�+ 9 Sg 25 153 f32 i2i 56.3 QJ q.�d i12 Y i ng5 1 74 058 � �� 6hnd 30 �53 129 119 563 07 098 119 �� G85 �i t.t Ote � ��„ Naiied LX4 35 150 127 117 56,3 0 73 t 0 i 1 1� G 85 7 t A � 78 fiar;t�.Ptar:k=v .r � 02� ? 7hc�uc�� woad i6 40 147 125 116 54-9 076 104 t22 r ^ ia J.iB C�B�'/ ' � Roofi�� nail� Ic? edye cf Heni-Prt 45 1�4 124 S i5 563 0 785 1 C�i5 1?45 C.ifS 1 t.a 9, ;6 I ois�nk 50 142 123 174 567 081 10� i;l v.85 - �5t 0'id ; 55 140 121 413 563 0.83 1.11 129 4,35 i � a p'g EO 139 �I 20 112 S6 3 D.85 1 13 1 31 + f C 65 1 ��i 0� e 109 115 102 96 56 3 0_9s 1 2a 1 43 n>5e � 0 85 1 i,6 0?8 0-15 144 131 119 502 o t 085 1 03 Itss60 't G�5 1 1 4 U 18 20 1q4 127 118 502 07 69 108 1 O85 1 i4 OtB 25 14A 125 114 50 2 G 7 Q.94 1 72 ? 0.85 i 1 A 0 15 No �1ga �11°� 3o ta4 122 712 502 c7 0,95 1.18 t 0'a5 t ta eta i-3J4" Naitad 2X4 35 141 120 111 502 0.7? 1.01 tt9 � 0:85 1 1,n o 18 HardiePlankPV 5/i6 97_5 � Through woad 16 40 139 118 109 50.2 0.76 7.04 122 1 C85 1 14 018 Roofing r,a�l top edgo ot Hem-Fir 45 136 1 M17 ipB 50-2 �.785 t.085 1.2a5 7 0_85 ? 7 4 0.18 plank E�0 134 116 107 502 0_87 1.09 17.7 1 C.25 1 t a 0.19 55 133 115 1Q6 50.2 O.b3 t,it 1.29 t C85 t t�i 0_i& 60 131 114 106 502 085 1.13 1,31 � 085 1 14 O18 1[XJ 108 96 9p 50 2 0 99 1.26 'I 43 h>60 � D 95 7 1 8 0 18 0�75 127 11� 105 3B7 07 6.85 i.03 hSfQ 1 085 1 4A 01E 20 127 112 102 ?8 7 C 7 0 9 7 09 t 0 e; � 1� e t8 25 127 169 ! DO 38 7 0 7 0.94 1.12 '7 0 85 1 1 d Q 18 i No ilga 81ind 30 727 107 98 38,7 07 098 1-i6 1 C�85 'I ib �18 � 3 � ¢ „ Nailed 2Xd 35 124 108 97 38.7 0.73 1.Of 1 t8 1 085 t 14 0 t8 WardiePlank� 51t6 I '.2 Ga �� Through wood 1B AO 122 704 96 38 7 0.7e � oa � 2Z 1 D 85 ± 7.n � te Roofing nad �� dge ot Hem•Pir 45 120 103 95 38.7 0 785 1 085 1 245 1 0 8,5 � i,d 0.18 p�ark 50 118 ip2 94 387 08t 109 t27 1 085 7 1.4 0.18 55 116 t01 93 3s 7 O sa �>> > 28 i o s5 j �.n o ie 60 115 100 93 38,7 0.85 �,t3 131 i 085 1 1.4 0,18 100 95 &i 79 3B 7 0.88 1.26 1.43 h�BO 1 0.85 7 1 8 0 18 0•75 757 142 129 58.0 0.7 0.85 1 03 hss0 1 O.aS 1 1 d 0 �e 20 157 738 128 58.0 0.7 0.9 1.p8 'I 0.85 7 14 018 25 157 135 124 58.0 07 0.84 1.12 i 0 85 f t a 0 18 No. 11 ga. 8�� 30 157 132 122 59.0 07 0.88 1 18 1 0.85 1 1.d 018 1-3/4" Neiled 2X4 35 153 73E1 t20 68.0 0.T3 1.01 1.79 � 0.85 1 1.A 0_18 NardieP[ank� 5l16 5-25 Ga �� Through wood 24 40 150 128 f19 59.0 0.78 1.04 122 � O.B5 1 1.4 0.18 Ropfing naii top edge ot Hem-F�r q5 148 127 117 59.0 Q.7B5 �,Oes 1.245 � 0.85 1 1.A 0 18 plank 50 145 125 116 �.0 0.81 1.09 1,27 1 0.85 1 7 4 0 18 55 144 124 115 SB.O 0.83 L�t 1.29 1 0.85 1 1.4 O.tB 60 142 123 714 �.0 0 85 1.13 1 31 7 0.85 1 1.4 0 1 B 100 118 104 98 59.0 0,99 126 143 h>60 1 0,68 1 1.6 0.18 0•15 143 130 116 49,5 0.7 Q,b5 1.03 hs80 1 085 1 14 0'IB 20 143� 127 � 115 48.6 0.7 0.9 1.08 1 0.85 1 1.4 0.18 25 143 124 113 �50.6 OJ 0.94 � 12 � 0.85 1 1.4 018 No. 11 ga. B�irni 3tl 143 121 111 �9.6 0.7 6.98 1.18 1 0.85 1 L4 0.18 �� Nafled 2X4 35 1A0 N9 110 48.6 0.73 1,01 1.18 1 C1.85 1 7A 018 HardiePlenk� 6/16 6.25 Galv. Through wood 24 40 138 118 109 J8.5 0.78 .1.04 1.22 7 0.85 i t.a 0-78 Rootfng nail top edqe a( Hem-Fir 45 135 116 108 .6 0.785 7.085 1245 1 0.85 � 7.4 018 plenk 6p 133 115 1Q8 4Y.4 0.81 1.08 1.2T t 0.s5 5 t4 0.18 55 132 114 109 4$.b Q&9 1.11 1,29 1 O.BS 1 1.4 O.tB 80 430 113 105 ID.S 0.86 1.73 1.37 1 0.85 1 1.4 0.78 100 10B 98 8p 49.5 0:99 1.T8 t.43 h>80 1 0.85 1 1.8 0.18 Page 8 '�tona;d Ug�,va ard Flssociates, In: . , - ;9C? b"dcrnar Atierue 73?�� " ±i:rhnu cn 1;eaGt �'F. 9?0�9 � � - � ; i14� �4�y� t9c _ � '�r,:a��_I RIO-',59-G9 ,� _ r. - , V � Ic r r � - ` , i P� . - _� � , " �, ,_ �'� _' rq:l;,:��i t,h �„' 3 _ _ � : � ' � „- t.- Y� -' �,_ ��' . i' -°,_ . ,.� '� „� - � ,�='i't. 6asic Wind Sp�ed mpf� �" ' � ;�*,�}'"��, 1 C:oeflicientx :;seu iri �xce! CaiC � �tSl 5f (3-sacnr.dg��st� t�J �� .le� ♦ l&CJ8 iP,C� � ' - ` ' ��' Pr�cfuc! __ _- _ _ -- -_ _ _- - __�� _7-�_ ��' i ��`'� t� , Stua Buiitlin � �'"�'� Prod�,u! Thic4ness ��n rastener �ast.�r�er Freme Spacin� Heipht� B C p t to�� '; i�ches) 1'nches� Type Spacmg Type �ir�ches ) (1B81 iPSF) @rP � 6rp l, E:p D V, i GL� Gi.�, � 0-15 133 121 170 Jz 7 0; 0 8G ?.03 hseo �t O.as 7; q 0 13 � + 20 133 117 7 G7 d2 7 0 7 � t 68 i i C�b 1� i a o t f � � 25 133 tt5 105 a2� �07 osa siz i � n.as ;��d u;� �^lo i i ra. , N6nc � 34 133 113 103 � 12 7' 0 7 .; J3 1 �:; ! U,84 l i i d 4 1 G � j � a , Nefled 2Xa 35 130 117 102 427 U 73 S,pt f 19 1 � E5 1 1 A [! 19 'Ia�d�cP:nnFrl I iilG .' � ( fh�a��:�h Wuad � 2•i I � 40 128 10Q 107 d`L7 07G 7L'A 1<^� 1 65 '1 14 niP. � - iup eace ot Nern.Fir � I�� d5 125 7DS 1or.] a? � c; as i a;e i=a�. I+� c ; co.`rng na.) , i --- l sE 1 1 4 n. 18 � �[ �'�"`'" i 5� 124 1U7 99 a27 q.01 ; c3 � ,- "b5 il I d' C � � � 55 722 10� 9d _72 7 � 63 1 � ti � � 1 ,:: F 5 1' 1,� G' I3 � 60 121 105 9? a2J � o a5 !i3 t 3 � i t p aE 1� 1 d u t d 100 100 99 83 42 7 0 98 7 2E 1.43 h=60 1 Q 85 7 �$ p Id � 0-15 125 113 103 375 0.7 J8;' 7.03 hsfifi i q85 1 1d O73 . � 20 125 11Q 101 375 u^� �7.9 �od j .. �;85 ' i4 018 � i 25 125 108 99 3t.5 0.7 ;; 9q 1`2 ' i p g5 1 � 4 0 �Ci � ( Bfir+U f 30 125 1Q5 9i 3/5 07 OPE S;o � 085 1 1_4 C7F, j � td� t i ga _ _ I-3r3' N8�18r 2X.4 35 i2L 1bA 96 3%,5 0'3 ? Ot 1 1Fi i J 8S 1 i d J 16 Haid;r;Flanhn% I `Jtli i'.; i lnrou�h woOd I ^:i 40 120 102 95 3T5 078 1(W 122 �I �85 1 1.4 O td i I �aE': �cp c�7r e of nein. .--' ;RCOfing t1811 3 F�� 15 118 tpt @4 3T5 OJB5 ? Q65 ? Z•15 1 O.fl5 7 7,q U id ! '''':�"` 1 50 118 tOQ 93 375 087 109 '2; ' 1 08b t 7.4 C19 � ' I 55 115 99 4^ 37,5 0 83 i �? + z� � i a5 � i a �y t; i _� � �� 60 f 73 3B 91 3' S G 85 1 13 7 31 I� �.85 1 1.�1 G 1'a _ 100 94 83 7� 3' S G.99 1 2d 1 4� tv6;: I 0 85 1 1 9 0.'IA 0-15 718 107 9� 33.5 0.7 065 1.03 hsFiO I 0.85 7 1.J O.td 20 118 10�i 9$ 33.5 0.7 0.9 1.C8 i 085 1 14 0,13 25 118 102 93 33.5 0 7 B.9�f 1. i 2 � i G 85 7 1 A 0 7 B Fw� 17 ga Bimd 30 118 tOQ 92 99.5 0.7 OSB 116 i 0.85 t i.d G.19 � 3 � ti ., Neilea 2XA 35 US 98 90 93,.5 0.73 1.01 1.19 1 0.85 7 1,4 0.13 FlqrdiePlankN) f,i1E 925 � Through wood 2d 40 113 97 89 33.5 0.76 i.OA 7.22 1 0.85 1 1.4 0.18 Roofiny nail top edge of Hem-Fir q5 � � � g6 88 33.5 0.785 1 Od5 t 245 t 0.85 1 1.4 o.1B plank 50 110 9�1 88 335 087 1.49 1 27 � 0.85 1 t4 o i9 � t 55 108 94 87 3?S Oe3 �it i23 �i o.a5 1 i.a a.ta 60 �07 43 86 33.5 0,85 1.�3 137 1 O.Bg 1 1.4 0.18 100 89 79 T4 33.5 0.99 128 1.43 ha80 1 �.85 7 1.8 0,18 0-15 104 9A 85 25.8 0.7 0,85 1.q3 hS50 1 0.95 1 1 4 0 �8 20 104 91 83 25.9 0 7 0 8 1 OB 'I 6.85 1 1 4 0 15 � 25 104 89 82 25.8 OJ 0.34 1 12 i C 85 1 1 4 D 18 Bhnd 30 104 87 BO 25.8 0_7 0.98 1."6 1 0.85 1 1.4 G ta � No 17 t�8, Nailad 2X4 3$ 101 86 T9 25 B 0 73 t Ot 1.�8 1 0.85 i 1 A G 18 Hard�ePlankJ 5/1s 72 f-314" Throu h wo�1 24 G�� 9 40 88 85 78 25 8 0 78 1.04 i 12 1 0.85 1 � 4 0 18 Roofing nait ��N etl90 Of Hem-Fi�' q5 98 84 78 25.8 0 785 1.G95 1 2q5 t 0.85 1 i q U 18 plank 50 98 83 �7 25.8 0.81 1.08 L27 1 o.a5 1 1.4 U.18 85 95 82 76 25.8 0.93 t.tt 129 1 0.85 1 t,q 0�8 60 94 91 76 25.8 pB5 L73 7.31 1 0.85 � 1 A 0 ie 10D 78 69 65 25.6 0.89 128 t.43 h>60 � 0.85 1 1.8 0.16 0-15 254 250 2Q8 t$6, f OJ 0.85 1.03 h560 1 0 85 1 �.1 0.18 20 254 224 204 155,7 0.7 0.9 108 1 0,85 1 1.4 0.18 8d �ing zs 2Sq 219 201 736.1 OJ D.94 1.12 1 tl.85 1 i.q 0.18 shank box Face zX4 3D 254 215 197 155.1 0.7 R.98 t.76 i 0.85 1 1.4 0.18 Nalied 35 249 2]1 196 f55.i o.73 1.ot tt9 t a.e5 1 1.4 0.�8 HardiePlank� 5l1G 525 nai1,0.113" �rough WO°d 16 40 244 2Q8 192 75d.t 0.78 7.04 1.22 1 0.85 1 14 D.18 shartk X Doag-Fir 0.<60" HO P �� k Larch '� 2'40 Z06 190 188.1 0 785 7.085 t,2q5 1 0.85 1 t4 0 18 X2375"L overlap 5p 236 2p3 �88 155,1 0.81 1.09 1.27 1 08b 1 1,4 0.18 65 233 2D2 187 156J 0.63 7.11 129 1 0.85 1 1.4 p.18 60 2:i0 200 186 f5S1 0.85 t 13 L31 1 0.85 9 1,4 0.18 1Q0 191 189 159 /5a.1 o.ss t.28 1.43 h>so t o.e5 t t.g o.�s 0-1b 233 211 192 i90.2 0.7 0.85 7.03 h560 1 0.85 1 1.4 6.18 20 2�9 20$ 1$7 t90.2 0.7 0.8 1.08 1 0.85 1 1,4 o.ta 8dring Z5 233 801 194 iJ0.2 p.7 0.@I 1.12 � 0.85 7 1,4 0,18 shank box F � e 2xq � �� 197 181 130.7 0.7 0.88 1.18 1 0.85 1 1.A 0.18 Nailed 35 228 194 178 19Ff.2 OJ3 1.07 1.1p � 0.85 1 7.4 0.18 nail,0.t73" weod HazdiePlank� 5/76 625 shank X � fi� t6 � �` �$ 176 fJO.� O7 1. 1.22 1 Q.85 1 1.4 0.18 plank �� 8 72b 1 174 30; ' b.Tg6 1.Q8E 12�6 1 0.86 ,1 1.4 0.18 p.F6d' HD overlap � 6�) 2t8 � T.88 173 fJ02 b.81 1.4A. 12T 1 q.85 i t.4 0.18 X 2 375" L 4 $b 1 1 302 1.Z4 1.2� 1 0.BS 1 1.4 .4 2i1 3 � +an.z a. �a� +.3a � o.es t�.a o.� 1 t7 1 t., i80.2 0. t.28 1.43 h>80 1 0.85 1 18 0.18 Page 9 � �5ti, �,+ � � : � , � �, , • Ronai9 Oga�;a and Associates. Inr_ ' - �. � a ) . � , ' ` R ". �l. !e 5:..��"r .`50^ Warner Avenue. #376 - � ' - '�.., rf � � Hunhnglon Beach CA 926qe _ '�� i , , , � '.' ,7141292:602re1i _ i.�` .` , 4wi(.,+.` '�,�„-:;'. l,14�847-..So��a� ' �,.,;�� N''-^:�:rl .,..:s''- Pro�acf RIO-2;59-G9 ;p -_ - ` ' _ - � ��^'� , � - - , . .I�:�ne-a HarrJie Bu��d� Pro�!u:.ts �n� - -^ i ° � -- � ,. - - - , : -- �-1� r I!)Ji�1 Elm P,verue '` ;°� �'; � ; � � w� ' I c nlana, CA 92 �3' � ', -- ` , : -_ ?-�;Oii9q2.i343 .t� ' `''�'" � . ;- �" • -�,, i :-!�' l � , ; �� , �=�.. `:. ',.� . . ��,,,, � ,. 8asic Wnd Spe3ed mph ��/�� T � , ��t�� * .� �' 1 3�second ust Coefficients us2d m Excel c.'3fQy o �X�' � �d ,) f 9 l _ ��# ! i i l t l� ,�L'�''�.�' IBC"�i�E /P,CJ K, 3 y � Produd .��r��th �astener Fasten�r Frame y�� Budd�no Des/gn i P'�oduc� Thickness Spacmg Height 8 C (] Load (inches) hnches; Type Spacing Type �i�,�es) (feeQ ;PSF} Fxp 8 Exp C�p D �.�, K� I GC, GC�, 0-15 21E 196 178 112.3 07 0.89 103 h<60 1 085 1 1_d 01& 20 ... 21 F� 190 174 112.3 Q7 p.9 'I OB 1 0 85 1 1 4 0.1 B Bd ring z5 216 186 171 112 3 0 7 0 94 1 12 � 0 85 1 1 4 0 18 shanA oox Face `X4 30 216 1$3 168 1723 07 0 98 t t� 1 0 8S 1 1A � 18 NadeC 35 272 180 166 tY23 073 101 119 1 OE5 1 74 Q.iF, nail 0113" wood Haid�ePtank�� 5l16 7�5 ;harkX �hrwgh Douc�-Fir ��' '�0 207 1i7 164 t123 076 104 ?:2 1 085 1 14 0.16 Giank 45 204 175 ?62 1723 0.765 1.065 1245 1 085 1 14 0.78 0 260" HD �� Larch X 2 375" L P '0 201 173 160 t72.3 0.87 1 09 1 27 I : 85 1 7 d 0 18 55 i 98 172 159 112.3 0,83 7 11 7.25 1 0 85 i t d 0.18 60 796 170 158 1123 0.85 1 13 1 31 1 G 85 1 Y.4 0 18 100 162 tq4 135 1t2,3 0.99 1.26 7 43 h>60 1 685 1 1 8 0 iB 0-15 202 184 157 9F7 0 7 0.85 1 03 n560 1 O g5 1 �.4 0 18 20 202 1 i 9 163 98 7 0.7 0�J 1 OB 1 0.85 1 1 d G.18 Bd nng 25 20Z 175 160 98.7 D.7 0.94 1.12 1 D 85 1 1A G.19 shank uox Blind LX � 30 202 171 157 987 07 0.98 1.18 1 tl.85 7 �.4 0 18 Nalied "35 198 �69 155 88J 0.73 �.61 i 19 1 Q.85 1 7 4 O,�P ! 5/16 g;5 nad, 0. i 13" 7hrou h � 16 shark X � Dcug-Fir `� 194 166 153 soJ OJB 1.Oa 7,22 1 O.AS 7 1.4 G.18 Icp edg= cf 45 197 16a 152 98 7 0 785 1 O65 t 2A5 1 p 85 1 �.i 0 1 B Q260" HD Piank Larch X23�5'L � 188 162 1SO sa7 a.81 7a�J �z7 � 0as 1 1a o.te 55 786 1E1 149 98.7 0.63 7 77 7 29 1 0 95 1 1 a 0.19 60 184 159 148 98J 0.85 t 13 i 31 'I 0&5 'I 1 4 0.18 100 152 135 127 98.7 0 99 1 26 S 43 h>60 1 0 85 1 1 8 0.18 0-15 191 174 158 88.0 0.7 0.85 � 03 n�60 � 0.85 1 1.4 0.18 20 597 169 154 S80 Q7 Os t.o8 1 0.(;5 7 14 p.tg 25 191 165 151 Ba.O o 7 0 84 1 12 1 0 85 1 1 4 a.18 $dnng Blintl 30 791 162 149 88A Qi 098 118 'I 095 1 14 O.iB shank box 2X4 Nadad 35 187 155 1-07 $8 D 0.73 1 07 1 19 1 O.BS 1'i.4 0.18 t�lardiePlank�J 5/i6 925 natl.0.113" rnrouyh �� 16 q0 iD4 157 145 88.0 078 1.64 7.22 1 0.85 1 1.A 0.18 Shank X to ed e of Doug-PIf 0,260" HD P 9 �an;h 45 181 155 143 88.0 0;85 1.085 � 245 1 0.8� 1 1.4 0.18 X 2 375" L plank. 5p 178 153 142 88.0 0,81 1.09 1 27 t 0.85 � 1.4 C.18 55 176 152 141 88_0 D 83 1.1'I 1 2g 1 0 BS 'I 1 4 0 1fi 60 174 151 140 88.0 0 B6 1.73 1 37 1 0 BS 1'1 4 0.18 100 144 127 120 88.0 0 99 1 26 1 43 h>60 1 0 85 1 1 8 tl.18 0-15 168 152 138 6Z8 Q.7 0.85 103 h<_60 1 0.85 1 1.4 018 20 168 148 135 67.8 �7 0.9 L�8 1 0.85 1 1.4 018 Bd nng 25 iS8 145 133 87.8 07 0.94 1 12 1 C.BG 1 1.4 0 18 5hankbox glind 2X4 30 168 142 130 BZe o.7 0.98 118 1 0.85 1 1.4 0,18 � Nai�ed 35 164 1q0 129 67.8 0.73 1.0� 1.19 1 085 1 1.a 018 HardiePlank� 5/16 1z nad.0713" Through WO°d 15 40 761 138 i27 67.8 OJB 1.64 722 1 0,85 1 1.4 O18 shank X �op edge o( Doug-Fir 0260" HD Larch 45 759 136 726 678 0.785 1,065 1245 1 O,B5 1 1 A O.is X 2.375" L Plank SO 156 135 125 87.8 0.81 1.08 1 27, 1 0.85 7 1.q 0.18 55 t54 133 124 67.9 0.83 1.11 12g 1 0.85 1 1.4 0.18 60 752 132 123 678 0.85 t.13 1,3t � O.BS � 1.4 0.18 100 126 112 105 67 H 0 99 1 28 1 43 h>60 'I 0 85 1 1.8 0.18 0-15 207 188 171 f03.4 0.7 0.86 103 h560 i 0.95 � t.A 0,18 20 2W 183 167 703.4 0.7 0.9 t.08 7 0.85 1 7.4 p ta Sd fing ZS 207 179 164 103.4 0 7 O.sa 1 12 7 0.85 'I 1,4 0 78 ShefIk60X Fa � 2xq 30 207 175 161 7QY.4 07 0.98 1,16 1 0.85 1 1.4 0,18 Naited 35 2f13 173 1$9 iQ3.4 0J3 1.Q'I 1.1g 1 0.85 1 1.4 018 HardiePlaric� 5l76 525 nail, 0.113" m woai 24 q� tgg 170 157 �G34 0.78 t.04 1.22 1 0.85 1 1,a p �8 shenk X lank Doug-Fir p 45 196 168 155 f0.?.4 0.785 1.065 1.245 1 0.85 � 1.4 Q.18 0.260" HD ove�la Larch X 2.375" L p 5� 193 166 154 )03.4 0.81 1.09 1 27 1 O.B5 � 1.4 0.78 55 190 165 153 10.? 4 0.83 7.11 1 2g 1 0.85 1 1.4 0.18 60 188 763 151 1Q?.4 0.85 1.13 1.31 1 0.85 1 1.4 0.18 100 756 138 130 10.3 4 0 99 1 28 7 43 h>60 1 0 B5 1 7 8 0'18 0-15 190 172 157 86.8 O7 0.85 7.03 tt�0 1 O,BS 1 1,4 0.78 20 190 168 153 86.8 �J 0.9 1.08 1 0.85 1 1.4 0.18 8d ring 25 190 164 150 06.8 0.7 0.94 1.12 1 0.85 1 t.a 0.18 sh3nkbOx Fa � 2xq � �� 761 148 88.8 07 098 119 1 085 1 1.4 0.18 nad,D.tt3" Na �� wood � �� 158 146 &6.8 0.73 701 118 1 085 t t.4 0.18 HardiePlank� 5/16 6.25 Sryank X Through �u Fir z4 `W �82 �56 �4A p�,8 0.78 1.04 1 z2 1 0 85 t 1 4 0.16 0.280" HD Plank La � 45 779 164 142 t6.8 Q.786 1.085 1.246 1 0 86 1 1.A O.tB X 2.375" L OVerlap 50 177 152 141 88.8 0.91 Y.�B 127 1 0.85 ! 1.4 0.18 55 174 157 140 9t8 0.83 1.11 129 1 0.83 1 1A 0.78 BO 172 148 1 9 08.8 0.85 1.13 1.31 1 0.85 1 1.4 O.tB 100 143 126 U9 88.8 0.99 1.28 1.43 4>60 1 o.B5 1 1.8 0.19 Page 10 �, i.. f:<�rald l7�awa a��d Avor.iates Inc ' ' FsJO? Wamer 4venue �37E - � Huntmyten Beach,CA 92gq9 ' . . I�i141;92 ce�� , - (;i.t)F1q�-�'.S35far, u - � _ .� P<<�{ect HIO-2159-1)9 -' .� . -` .i�;!r� r.,.�... � ti;_nidin pr � � , _ I^ � y' _' i , -.... ,_ s';5�;�1 � Irt•� /1!�w;�ir - � � . t=.�r�r:,:.� CA,.�� , " � !-fi^�r',-94� i=i3 c - _ } .. �� _ � j,> ' " i.i'�� . .i\�y , r. r Bas�c �AflOd Speed mpn u�, used ii: E,cczl Cnlr.ul�i4ldrdA j;efr � 7' � (3-second gust} . -- _� -- ._-_- _ ----_ i 19G�3lRC�s' _ _ -K` _i Prctlu�� Stud Building Design I � � Wrdth Fastener F"astenn� Freme � � � Produc� Ttucknvss Spacing H�iight B C D l.oaa ! (i;iches) Type Spacing Type „r ii�ches� (inches) (fea[ (pSF) Exp B P.xp G Exp 0 K,, r; I GC„ _ 0-15 176 tE0 145 7•!.9 0 7 0&5 1 �3 h-00 1 O SS � 7 4 0 19 20 176 755 �aZ 7a.s a7 �os i oe i oae � i a o ia 25 176 152 139 7a a 0.7 0,9A 1�:: i O B5 1 1 4 0 t 3 i 8d nng rac� 30 176 149 ;3' 7�t 4 0 7 O.�JB 1 16 t 0 85 1 ; 4 o 79 shar,l<box Naded `�� 3b 173 14' 135 7a.9 0.73 107 L15 0�35 ' t a 0 f8 � nai1, 0 � t3" '^'��'� �q q� 169 145 134 7d 9 0.78 1,04 1 22 � 085 ? 1 n O td t'ard�ePlanl�'. � 5115 � _.. Through _ i shanM X Doug-Fir � plank 45 167 iJ3 32 74.4 0785 1 �05 I 245 � 085 1? 3 0 t8 0 260" ND Larch - - i � X''?75"L uverlap 50 1G4 141 13t T49 081 i+]9 1_7 ��85 i 14 J18 55 762 tA0 S30 i49� 083 7 �" 1 29 � 1 L045 _'•! 0 t� I 60 100 139 729 749 085 � t3 13t ? 085 7 1•� 0.18 i00 132 717 110 748 099 128 143 h>£o � QUS t%8 u18 0-15 165 150 136 65.8 07 O.dS 103 n--6o 1 O.a� t 1,4 0.18 20 165 14G 133 65 8 G.7 0 9 1 JB : 0 85 1 1 4 0� b i 25 165 143 131 &5 8 D.7 0 94 1 12 1 0 85 i 1�1 0 �8 9d nr,g �.��,�� 30 165 l4U 128 65.8 0 7 G 48 1 16 0 35 1 1 n 0;8 ;hank box 2Xa - NaAed 35 162 138 ?27 65.8 0 73 Lot t 19 � a 65 � 1 4 0 �s nail, 0 1 t3" wood � o a5 7 1� 0 16 F+.aru:eFlank�% �/�b �`' shank X Thvouyh Dcug-Flr ��; 40 159 136 125 65.8 0.78 1 04 1 22 _ (op edge of 45 156 134 124 65.3 0 785 1 n65 1 245 1 0 65 1 1 a 0 13 0 ^60" HD L2r�h � X 2 375" L PIBnk 50 154 132 123 65 B 0.81 ".08 � 27 � o a5 1 I, o lE 55 152 131 122 65 B a-a3 � ti t 2a 1 o f�s � i�t o le � 6J 150 13Q 121 65.3 0 65 ? 13 1 3? 7 D_86 � I d 1_ 0 18 � 100 124 110 103 55 8 0�s i 2s 1 n3 h>&o 1 e d5 1 i e 0 1 H 0•15 756 142 129 5&.7 0 7 D.85 7.03 hs60 1 0 95 � 1 4 0 18 20 156 138 126 58 7 0 7 0.9 1 CE 7 0 85 1 1 4 0.18 � 25 156 135 123 Ss.7 07 09-0 t12 t oe5 1 7a O.ts Bdnng Bhnd 30 156 132 721 59] 0_7 0.98 11E 1 �85 1 14 0,18 snank box Nailed ZX4 35 153 130 120 58J 0 i3 1.01 5 79 1 tl 85 1 1 4 0 18 nail, 0_ 113" w000 HardieP�ankV?'' SI16 3 25 Through 2a AO �50 72e � �e ss � o_ye i oa t22 1 O IIE i � a 0 ig shank X top edge of D01B- A5 147 127 117 58.7 0.785 1.065 1.245 � 0 65 1 1 4 0.1d 0.260" HD Larch X 2 375" L Alanic 50 145 125 116 587 0.81 � 09 1 27 1 Q.85 1 � a o 18 55 143 124 115 56.7 0.83 1 11 1 29 I 0 85 t 1.4 0 18 60 142 123 114 58.7 0,85 1 t3 L31 1 0.85 7 1-0 0.18 100 17 404 98 58 7 o sB Y 2e t.a3 ros0 i o.e5 1 1.8 0.18 0- 6 137 124 113 451 0.7 0.85 1 D3 M60 1 0.85 1 1 4 0.18 20 137 121 110 45.2 0.7 0 9 1 08 1 0 ES 1 1.4 0.18 25 137 118 108 45.2 0 7 O oa 7 tz � O es � 1 4 0.18 8d ring ��:�� 3p 137 116 106 452 0 7 0 98 1 is � 0 85 1 7 4 0 t8 shankboz Nailad Zx4 35 134 114 105 452 0.73 101 t79 , t o85 � t.4 G78 nad, 0 113" wood Hara�ePlank� 5;16 12 Through 24 40 132 112 10q 45.z o.76 1.04 1.2z � o.s5 � �� 0 18 shank X poug-Fir top edga of 45 129 111 103 4b.2 0,786 1.065 t24S i 0 d5 1 i.A 0 18 0260" HD plank �a�ch 50 727 110 102 452 0.81 1.09 1 27 0 d5 7�i a 0.18 X 2.375" L 55 126 109 101 452 0.83 1 N 1.29 7 O.a5 1 1 a 6.18 60 12d 108 100 45.2 0.85 1.13 1 37 i O.B5 1 1-0 0 18 l00 103 91 B6 45.2 0.89 7.26 i.d3 N60 1 0.85 1 1.8 018 0-15 235 213 193 732.5 0 7 0.85 1.03 hs60 1 O BS 1 1.4 O 78 20 235 207 189 132.5 0.7 0.8 1.08 7 O.BS 1 14 D,tB 25 235 202 186 132.5 0 7 0.94 1.12 1 0,95 1 1 a 0.18 0 Face 30 235 198 182 132.5 0.7 0.98 , t.16 1 0.65 1 14 018 shank X Nafled zx4 35 230 195 S 80 132.5 0.73 1.01 1 19 t 0 85 1 1 4 0.18 0.222" HD `n'ood HardiePlank�+J 5116 5.25 Through 16 40 225 193 178 132.6 0.76 1Da 1.22 1 085 1 t.a 0.18 X 2.5" laig Doug-Fir plank 45 222 190 176 132.5 0785 1.OBb 1245 1 08b � 14 0.18 galv. Siding overiep Larch yp 218 188 774 1.32.8 0.87 7 OB 1.27 1 0.85 7 1 4 O.tB nail 5,5 215 1B6 173 932.8 0.83 111 t.29 1 OQ5 1 14 0.�8 80 213 186 1�2 1323 0.65 1.13 1.3'I 1 0.85 1 1.4 018 100 176 156 147 732.5 0.99 1,28 743 h>60 1 088 1 1.9 0.'18 0-15 215 195 177 111.3 p.7 O,BS 1.03 h560 1 0.85 1 1.4 6.18 20 215 190 173 111.3 07 0.9 1.08 1 0.85 1 1.4 0.'IB 25 215 186 170 11f.3 0.7 0.94 1.12 � 0.86 1'1.4 0.18 0.09r' Fg�y 30 215 182 167 iN.3 07 0.98 1.18 1 0.85 1 Y 4 0.18 shank X Nailed � 35 211 779 165 fii.3 0.73 1.01 1.19 1 a,85 1 � 4 o.t8 HardiePtank� 5l76 625 D.222" HO Through WOOd i6 40 206 176 163 11t.s 0.70 tQ4 122 1 O.B5 1 1.4 0.�8 X 2.5" img Doug-Fir plank � 45 2Q3 174 181 fi1.3 0.756 1,085 1245 1 0.85 1 1.4 0�8 gaN Siding overlap 50 Z00 172 160 tt}3 o.e't 1.09 tz7 1 0.85 � 1.4 o.tB nail r,�,q 198 171 758 YfT.9 0.89 1.41 1.29 1 0.65 1 �.4 0.18 �0 798 t86 1b7 111.3 0. 1.13 1.3'I 1 Q.Bb 1 1.4 018 hpp �6y 143 13A 11f.3 O.�B 1.28 L43 A�60 1 0.85 1 1.8 0.18 Page 11 � ..,._ �.....,_ .._._.., .. ..�._._.,.,,�._...__._. �.., w..�..�„�,. �. �'.fif .��l�i /; Rcr�l7 0�,3awa and Assoaates Inc , � i " 590' Vdarne, 4venue .N373 '" ` ' ! .�� ' � � Hw m� Cea�.:n CP. 92F49 g _ r _ :�!J179'-�F02cell ''. � �ith;8�ti-459�fa< �.`�, _ ' � Sa �� -�= cz__�__. � Prcler,i RIQ-21..., 0 . � ; - - _ � > f �� ` �� i , � i<+'e. -� - .a' ��, , _ - � ' _. _ , ! tt�i�1�-� Htnlding P.c::�ots '.- 7 r_�`. '_ iil(n:l i-In�� 4vnnue -_ � " - �. '>� �__ ` r �:� �i.�i �a. �,A 9?'37 � �� - _ z ',."+aJ � y 7-liGr��3i3 .i3 ��,.i_.f�-i'•�,J�`, ..,�-,...+.2, . :� , �� »3 , . 4 ,# q � . �� `� � 8�5iC �.Nind SpecC �nph �nefficients used m Ez�el CatcWaH, f � � � � � j"' \ _ �3�secondgust) _ _ - )tt i•i ,1\� 1 �, lBC� IRC,�e� K ' � �� 7' '�� Siud Buiiding � Oesigr� ,�'/ Prcduct 4Udth Fastener Fastaner Frame Spac�ng HeigM B (' � Load ��IY.� (PSF) Exp 6 Exp C Ezp G �� Kd ��'�'+ C '��" Proti��t ihic4.nass (i��cties� TyPo Spac:ng TYPa (inchesj (feet) ,� finches) 0-15 200 181 i65 966 07 055 103 h=80 1 0.a5 t �4 0�8 20 200 176 161 96.Q 0 09 tOB 1 0.65 7 1., O.tB 25 200 172 15b 50.0 07 094 1_t2 1 O85 1 14 O.Id I 0 c9�' 30 2pQ ":69 155 56.0 oJ o se � te � o a5 i � a � i� Face ?;<4 t6d 153 95A 0 73 1 01 1 i9 -. sh�nkX Naded 3 ' �� 0.85 1 1.? 0'8 0277'NQ ,NCOd tg 40 152 16d 15t 96r, p'� 104 122 Thraugh poi �� 0?85 1IJ65 1 245 t D 85 I 1�i 0 t8 1lardiePlankr7 `_ i 1 2S X? 5" lonc7 ��ank 9� 45 189 �62 Y5�) 9G.0 f 095 1 1 4 0 18 ! 9aiv Sidin� laru� F p 1s�6 160 t48 96 0 D 81 � OS I 27 _ i r,veriap 1 0 H5 t 1 A o 18 I nai� ;�S 183 1�9 14? 96o O.e3 711 129 � 60 181 157 1h6 96A G85 1.1i 131 1 085 1 14 77� 100 15U 133 125 � � 99 � 28 1 43 h>80 1 0 85 1 1 B 0.10 Q-15 187 1 i 0 154 8 d 3 G 7 . � 8 5 1 03 h560 1 0 BS 1 1 d 0 18 I � �p 18i 1b5 1�1 d4.3 0 09 108 1 085 1 14 C1E 25 187 162 148 843 C.7 0.94 t�2 i 187 158 145 8d.3 07 098 9,16 1 085 1 7.4 0.78 � 00�7_" BLnd 30 shank X �X'� 35 183 156 144 d4.3 0.73 1 Ot 1-19 '1 0 65 1 1 d 0 18 Nailro .,yood t 005 1 14 0.18 I � 222" HO � � 40 180 154 142 B4 3 C 78 'I OA 1 22 !I�rdieFl�r.k�� 5;16 �3'd5 Thfouah Dou Fif 1 O.SS � � 4 018 � X 2 5" bng 9 q5 177 152 ta0 84.� 0,785 1 QfiS i 245 galv Sidrncj top edg2 of Larch y� 174 i50 139 8� 3 o ei 1 09 t 27 1 0 85 1 t.a GJ8 plai�k 1 0 85 1 1 A 0 1E i ��'� 55 172 Iq9 !38 8A.3 G83 1_11 129 6p S70 147 19? &2 3 G 85 1 53 1.31 � 1 0 85 '1 1 4 � 1tl f00 141 125 117 84 3 � 99 1 26 1 43 h>6D 1 0.85 1 1 8 0'8 0.15 177 160 1 AB 75 2 0.7 0.95 1 03 Iu60 1 0,85 1 A 0. i e 20 1 l7 156 142 75 2 07 0 9 1.G8 1 0.85 1 1 A 0.78 f 25 177 M153 1R0 75.2 0.7 094 1�2 1 085 1 74 G.10 0 092 I 30 177 1 R9 137 75 2 0 7 0 98 1.16 1 0.85 1 1.4 0.18 Blind shank X 2X4 35 173 147 136 752 0 73 1 01 t.19 1 0.85 1 7 4 i Nadad µo � � 0.85 1 t4 0.18 0 222" HD Through 16 40 170 145 � 34 75.2 0 78 �.04 t22 HardieP!ankC� 5/76 925 X2,5"long Dou¢Fr 45 167 143 "133 75.2 0.785 1.065 1245 1 0.85 1 1.4 O.t3 top edge of Larch galv Siding plaf�k 50 '184 IA2 131 75.2 Oet 1.09 1.27 '1 0.85 1 1.R D.� nad 55 162 140 130 75.2 0.83 1.11 �29 1 0.85 1 14 0.18 60 160 139 129 75.2 0&i 7.13 1.31 � G.85 1 1.4 0.18 tpp 133 118 110 75.2 0.99 1 28 1 43 h>60 1 0.85 '1 � 8 0 t8 0-15 155 141 128 SC.D OJ O85 1.03 h560 1 085 'I 14 O18 20 155 137 125 58 0 0.7 D.e 1 08 25 155 134 123 58 0 0 7 0.94 1.12 � 0 85 "I 1-�1 0.18 �.092" 30 155 131 121 58.0 G7 0 58 t. i6 � 0 25 t t a 0 18 8hnd shank X Na��E� Zxa 35 152 129 119 5s o 0.73 1.01 1 1e 1 0-85 1 1 4 0 0222" HD Through w 79 4� 149 127 118 5A.0 076 t.04 122 1 0.65 1 1_4 0.19 hlardieF'IenkCi 5/16 �Z X q.5" long DoUg-Fir 45 �47 �Zg 116 580 0J85 1.065 7 245 1 095 1� 4 0 18 top edge of Larch galv Siding plank 50 144 124 115 58.0 0.87 1.09 127 1 0.85 1 1 4 6.1 nail 5g 143 123 144 58.0 0.83 1.11 129 1 0.85 1 1.4 0.�8 f>0 141 122 113 58.0 0.85 1./3 1 31 1 O BS 1 1 4 �,18 �� g7 5A0 0.99 126 1.43 h>80 1 0.85 '1 1 B 0.16 0-15 192 174 158 88 4 0.7 0 85 1.03 hs60 1 0.85 1 t.4 0.18 Zp 192 169 154 88 4 0.7 0.9 '1.08 1 0.85 1 1.4 6.18 z5 192 165 151 88.4 0.7 0.94 1,12 1 005 7 1.4 0.18 0.092" Fa � 30 192 162 149 BB.4 0.7 0.98 1.16 1 0.85 1 1.4 0'18 shank X � 35 188 160 147 88.4 0.73 1.01 '1.'19 1 0.85 1 �.4 D.�B Nailed Wood 0 222" F10 Through 24 40 184 157 145 88.4 0.78 1 04 122 'I 0.85 t t.4 Hard�ePlankW 5(16 5.25 X2.5"lon p�ank D 9 45 181 155 144 BB.a 0.785 1.065 1245 1 0.85 1 1.4 01B galv Sidin9 overla Larch r�p 178 154 142 88.4 O.Bt 1.09 127 1 0.85 1 1.4 0.18 nail p 55 176 162 141 88.4 0.83 111 129 1 0.85 1 1.A 0,� sQ 174 151 140 88.4 085 113 7.31 1 085 1 t.A 0.18 100 144 128 120 88.4 0.89 1 26 1 43 h>60 7 0 85 1 1 8 O 18 0-15 176 159 145 742 0 7 O BS 1.03 h�0 1 O.BS 1 1.4 0,18 Zp 176 155 141 742 0.7 0 9 1.08 'I 0 85 1 1.4 0.18 25 176 552 139 74.2 0.7 0 84 1.12 1 0 85 1 7.4 0.18 0092" FSCO 30 176 148 136 74.2 OJ 0.98 1.18 1 485 1 1.4 0.18 shankX Zx4 3,5 t7Q 1A6 135 74.2 0.73 1.01 1.19 1 tl.85 1 1.4 0,16 0 222" HD Nailed N ,� d � 0.86 1 1.4 0.18 HardiePlank� 5/16 6.25 Through �ug-Fir 24 � �� `� 733 ��2 0.78 1.04 122 X 2.5" lon9 45 166 1A2 132 74.2 OJB6 7.085 1.245 1 0.85 1 1.4 OJe gaiv Siding P�nk �ar� 50 183 147 130 74.2 0.87 t.09 1.27 1 0.&5 1 t.A 0.18 overlep nail �5 t61 139 129 74.2 O.B3 t.t1 1.29 1 O.BS 1 1.4 0. gp 159 13B 128 74.2 0.85 1.t8 1.31 1 0.85 1 1.4 0.18 100 132 177 110 74.2 0.98 128 1.43 ha80 1 0.85 1 1.8 0.18 Page 12 �<n��ar� Oaa�va anJ Assoaates inr • ESO'� lNzmsr Fl�;ar;i.ie �376 f{��,if'��»t�nE?eacti �::� 9?`4� . , " ,� "<d2-�nG2 reh ' - i . \, -, /%j.s ', � q; P47 ds�.] ��d�( , i,�j.� s . F'rn�e :i RI�-2 5�-09 - i' • ;s � , • � = -� ,! ,±�. : ` _ � It,:m��s i ..�.i:he „�_�ii"si� Pn"h.rl� � -,- r ' : .".�' , _ ,. I VJli1 � In; iw�!nue ' I.;�i[dn.-, ., .,..;�7 _.. �-fJ(i! 1- yaj J-; �j"r.� _. �� 4.,. y � • ��.; _ . _ � �. l � �`�o Basic Wnd Speed inph �'"� r`�� '�r 4`-'� - ! Coeffic�ents used il�z c'ufattqi,g`PdrTAt{!a'7� �.� � j (3-SecOnd �us:! / • ., ) ,'j : 18C'�& IRC� _ __.. - _. -- K - --'�rJ . y - � �� ' ' - ')f ,. +I ^'� i Proauct �� Stutl E3u�Idmg Dasr n / ` � P�oriur! Th:ckness Vlw�h Fa�lenei Fastener Fraine SpeCing Heighl f3 C D toad � j1111 i �'"� \, � (InChesj tmches; Type Soacing Type �nches f88t; PSF ( ) ( ( 1 F�p 8 kxp C Exp D 'K,, K„ I G(', Gt_ 0-15 163 148 134 64.0 0./ 0.85 1.U3 h<_&0 � Oes 1 tn 018 i 20 163 144 731 64 0 0.7 49 7 08 1 C 85 t 1 4 C 1N � i f 25 163 141 129 64.0 0.,' U 94 1 12 1 0 85 1 I Y 0 1 B � shank � `�ce ��, 30 163 138 127 S40 Q7 Q�8 1 76 1 085 � � a( G�ia � Naded I 35 160 136 125 660 0."r3 1 01 1 19 t C EE I 1�i a o 12 . U ?22' H� � wood Hsrdrel��nk I 5f16 '?5 lhrou:�h 2d AO 156 13S 124 54.0 O.i6 4.04 42<^. 1 OII5 i 141 C ie X 2 5° to:;g lank Doug-Firi .--'-- P � A5 754 132 172 64.0 0785 1065 12d5 1 C85 i, 14 C I' palv Sidin9 I.an,h - - --_.-_ _ _ � ove!'lap 50 SS2 131 121 64.0 0.81 1 05 1 T, 1!` 55 7 1�': C�i? a'S 150 125 120 64.0 083 t,1� t 29 1 03:. 1 I i C 19 60 i4B 128 119 64.0 0.85 7,�3 ?.3'1 1 0.b5 11 I-0 O ld 100 122 109 102 64A Q99 ; 26 � 43 h>o0 � C BS 1 1 8 Q 18 0-15 753 139 128 5B2 0 7 0.85 1 03 h�o 1 o as i t 4 o t� 20 153 135 123 56.2 67 0 9 L06 1 C 85 7 1.4 G 13 25 153 132 121 56.2 0 7 0.94 t 12 1 O 8� 1 5 4 G 15 � �' 31md 30 153 129 119 Ss2 0,� osa i.is i o.as f ia o.ia i shdnF X ya!led `X � 35 150 127 1M17 56.2 0.73 7.0� � 19 t UP.S 1 14 01E7 � U 222 HD v;aca HarsiePlank��, i 5115 9^5 i 24 40 tA7 125 146 562 0.76 1.Od I 22 1 089 i 1 a o, I�3 � X 2 � iong Doug-Fir - ' 1aP ��9e �� 1 45 74d 1'4 175 562 0.785 1065 i 245 1 085 1 I 4 0'I� gaiv Siding Laich i ..,,L.i Planl: I 50 742 122 113 56.2 0.81 1,09 1.27 � C 55 1 t a O 7¢ 55 140 121 113 562 0.83 1,11 t29 7 CP.S 1 14 018 � � 60 139 120 112 56.2 0.85 1 13 1 3t i 0&5 I ��t 0 18 � 100 175 1�2 96 562 0.99 12E 143 h>60 f 0BS 1 1B 018 0-15 144 131 119 SOJ 07 0.85 1,03 h56Q 1 OE5 1 14 0.78 20 S44 127 116 50.7 0.7 0.9 1OB i u 085 1 1.S 0IS 25 tA4 125 114 50J 07 Q.9q 1 72 1 085 1 14 013 ��haskx Rlind 2xn 30 i44 122 112 50 i 07 098 1 t8 1 G85 1 � A o �s Nailed 35 147 120 111 50.t o.73 ipi � i9 1 oss t i a o.ia HardePlank�u 5/!G � 25 0 ZZZ Hfl "fhrou h NoCd � X 7 5' long � Doug-Fir 40 139 118 � 09 So. t o,7B i oa 1 22 1 o es i � a a, is a v S' fOp edge ot p5 136 1}7 108 50.1 0.785 1.065 7.245 1 0 85 1 1 4 0 18 g : . ulinc� I�nk Larch I ra �� P� 50 134 116 107 50.1 O.Bt 1,09 1.27 1 O85 7 1.4 016 55 133 115 106 50.1 0.83 t i t � 29 t O 85 1 1 4 0 18 6q 137 114 106 50.7 0.85 1.13 1.31 1 0.85 1 �.4 0.18 100 108 96 90 50J 0.88 1 28 � 43 h>80 1 0 85 1 1 8 0 18 0-15 127 115 10A 387 0 7 Q 85 7 03 hs60 9 0.85 1 1.4 0.18 20 127 112 102 se7 0.� o s 1 oa i o es i i a o ia 0 092'. 25 127 109 100 3a.7 a.7 c.54 t. t 2 7 0 85 1 7.4 D 18 shankX Spnd 2X4 30 127 107 98 38.7 0.7 098 1.18 1 0.85 1 1.4 018 Naiked 35 124 106 97 38J 0.73 1.07 ' 9 19 1 0.85 1 1 4 018 Na�diePlank� 5/i6 �p 0222"HD Through ` YO°d 24 4tl 122 10A 96 38.7 o.78 1.04 1.22 1 085 7 1.4 078 x 2 5" long DougFir galv Siding �op etlge of Larch A5 120 1�3 95 38.7 0.785 1.065 1.245 1 D 85 1 1 4 0.18 :iatl plank 5p 118 102 94 38.7 0.81 1.09 1.27 'I OB5 7 1A 0.18 55 116 101 93 38J 0.83 1 17 L29 1 085 1 1 4 G 18 60 115 100 93 38.7 0.85 1 13 1 37 1 0 BS 'I 1 4 0.16 100 95 84 79 38.7 0.99 128 1.43 h>60 1 085 1 1.8 0.18 0.15 190 172 156 86.4 0.7 0.85 '1.03 hs80 1 0,85 1 14 0,18 20 ��. �190 167 y 153 88A � 0.7 �� T 0.9 1.tl8 7 0.85 1 1.4 0.18 ._, �.�_ ..__,_,...._._,�. ._"- - .. 0.092" ZS 19b 164 150 88.4 0.7 k.94 1.12 1 0.85 1 1.4 0.18 shank X Face 2x4 30 190 160 147 86.4 0.7 0.98 1J6 1 0 85 1 1 4 0.19 Nailed 35 188 158 145 86.�i 6.73 1.01 1.19 1 0.85 1 1.4 0.18 Hard�ePlank� 5/16 5.25 0.222" HD Through WOO 16 40 182 155 144 86.4 0.78 1.04 1 22 1 0.85 1 1 4 0.18 X 2" long P�ank Doug-Fir galv. Siding Larch 45 179 154 142 86.4 0.786 td85 1.246 1 0 95 1 1.4 0.18 nad ovedap $0 17g 152 1A1 86.4 0.81 1.09 127 1 0,85 1 1.4 0.18 55 174 150 140 86.4 0.83 1.11 1 29 1 0 85 1 1.4 0.18 60 172 148 139 H8.4 0.85 t.i3 t31 1 0.85 1 1.4 0.18 100 1A2 126 118 86.4 0.98 1.26 1.43 h>80 1 0.85 7 1.8 0.18 0-15 174 158 143 I2.6 O7 0.85 1.03 hs80 1 0.85 1 1.q 0.18 20 174 753 140 72.6 07 0.9 1.08 1 0.85 1 7 4 0.18 0.092" 25 174 150 137 72.8 0.7 0.84 7.12 1 0.85 7 1.-0 0.18 sha�k X Face � 30 174 147 135 72.B 0.7 0.96 7.78 1 0.85 1 1.4 0.18 Nailed 35 170 146 133 T2.8 073 1.01 1.19 1 0.85 9 1.d 0.1H HerdiePlank� 5/16 625 0.222"HD mrough WO°d i6 40 167 142 132 M.B 078 1.04 122 1 0.85 1 14 0.18 X 2" long plank �oug-Fir qs 184 141 130 72.6 0.786 t.oas t2a5 1 o.s5 � t.4 0.78 galv. Siding o � B � e Larch nail p 9�1 761 73a 129 72.b 0.8t 1.09 1.2y 1 0.86 t 7.4 O.iB 55 1 13Ei 12'8 72.8 O.Q:i 1.17 1.28 1 0,86 1 1,4 p i 80 158 t37 127 72.8 0.85 1.13 1.31 1 0.9$ 1 1.4 0•18 100 �30 116 1 d9 72.6 0 99 1.28 '1.43 h�80 '1 0.85 1 1.8 0.18 Psge 13 _ _ __�„w...,,,....,_.w .>.... ... _._.,,. . _ _. �...,�...,.�...�� - R��ralc�;on::aan:Pssocu:o_ h� ,., ,, ; ' ` t� +� �� SC1 Nrame; �venue, d',�^ - ;, � � : �� A � ; H,miinyt;�n B�a :h CA >+�t,ob � � R-- '. . �9L 26'1�:,31' `y_ ��.lf�fr: ' ' �' � �;�q}c�d�i �598Yrr ; �-� � t 1.- ¢'�_ . Pr��art ft1C'�?759-f1� . � 7.�Sk �..:�'` LL ,-�t-' J y .� -'�� ; i'� � ?�(�: -�rJT*;a '� i � l �� ,� i!,rd�:� B�nL1n2 G'io�,_ict_ ir.c - 3 _ .. . ,�� :�,_ ., ° -' � - i.�, �t��t , .,.-��., ; ��' � r� I t'. , � ` s � k. i `� 'w _ ef '� - i � a ��a. f "�� '*'y t.��f�� s A��\ { 8asic'f: nd Spt�ed r.�ph +' �✓ � .t�.~ !} Ccefticients usetl in Excel Gal`4�1 �' le i 1�, ��'t+` �� y (J SCCGfr� yUSlj �� i � 1 ¢ � reCC$ uzc� r', �"� tll 4 ' ;�� s Product Sfud Bwld:r� Desi�n I � � Pro:�� i'hickness ti�dth Fasterer F3sYerer rrame .Jp��ng Ha�3ht B .. l� Craa i ; inches ji7Ches1 Type Spactng � T7pe � } (�ncn�s; (teat) ;PSFj �cp g Exp C cxp C K„ K„ i GC 3r 0-15 151 i A6 133 62 6 0 � 0 55 1'v3 hS60 i 0.85 1 1 q U, t S 20 161 !�2 130 62.6 GJ 08 108 1 085 1?A U'f8 25 i61 139 72- 62.6 �J Q9A 11? 1 085 1 t4 0_}8 O.Q92" F�_,� 30 i61 137 12:% 626 07 B 116 t O85 '1 14 018 shank �C � IX.� 0[22" HD : �`� I �� .,vood f 35 ! i58 iJ4 ';'4 ti<".6 G 73 7_JI 1;9 ; 1 0.215 1 7 4 (`, i8 � tior.iePlani�� :;i1n 7 25 7hrn�gi; � ;6 dC 155 132 i22 ti2 s o la t.ua 7 22 i 0.85 1 7 4 0'3 XZ"lon� Doug-Fir � n�flr,k 45 ?52 13t 121 626 G_785 S C85 1_[d5 ? OIlS 'I 1 4 .^, 18 i �y�iv Sid!ng , .�ver�a � �' r , � nail 4 i SC 16� 729 126 626 Q81 iv]8 t._7 1 035 1 14 v'3 55 748 128 119 62.6 0.83 1 t1 729 5 035 7 t4 019 � 50 146 12? f ic� 52.6 Q8$ 1.13 i 31 � 0_35 7 7 4 G+8 �fA 121 107 �Ot s2.d o99 t�6 � a3 n>so i o_a5 i! s o,b ( 0-15 151 137 725 55 0 0 7 0,&5 7 0.1 h�60 1 D d5 1 1 4 C 18 � 20 157 133 'z2 550 07 C9 i.DB 1 085 1 t4 �16 C GJ2., ( 25 151 130 ?2G 55.0 Q 7 0 34 1?2 I i 0.85 i t 4 � is shank X �f�nd Zxa 30 151 123 ':1 ? 5.5 0 0 7 D 98 7 18 1 0 85 1 1 4 :1 ^,& 0-222" HU �Ja;led 35 148 120 116 55.0 073 �;1 1 t9 t 085 1 � 4 C�e �h;aut�h � WcC ;6 40 145 124 *:1� 55.0 0.�8 1 D4 122 i t 08S 1 14 0.19 I-isr;l,pi Sit6 82� pOUt�-Ft� X"' IOr� to , cdne of f� 45 tA3 123 113 55.0 0785 t065 1.245 1 p.85 1 14 0,18 � galv Sidmg Larch --- �__ -_ � N�a�� 50 14; ?21 �1.'. 55.0 0.81 1.08 127 , 4 U85 };.4 0i8 55 1"s9 120 '11 SSO 683 1?1 123 ' 1 085 1 1,4 0 6G 13i 119 111 55.0 085 1_i3 1.81 �i 085 1 14 v 100 114 7Dt 94 55.0 U.�i9 126 1A3 h>6U t QBS 1 1.8 C�8 Q-15 143 13� 11 � A9. ! 0 7 0 65 1.03 h�,0 'i 0 85 1'; 4 0 18 20 143 126 iiS 43.7 0.7 0.9 1.08 i 0.85 1 i.a 0.18 p � 9 � ; 25 143 123 it3 d�.i 07 0.94 712 � 0�5 1 t4 078 f3hnd 30 143 M121 111 491 0.7 0�8 116 � 085 i t4 D.18 shankX Natled zX � 35 740 119 109 45.t 0.79 1,OY 119 1 085 1 hA D.18 Hflrd:ePlar.k�� 5/1fi g pg 0.222" HD Through WO°d to AQ 437 117 109 4B 1 0.?e t o4 1 22 1 0_a5 � 7 4 0.�8 X Y" long �n ed e of Doug-Fir galv Siding p � Larc:� `� 135 } 16 107 49.7 0785 1.065 1 2d5 S 0 85 � 1 4 0.18 nail plank 50 133 114 tOfi �l9 7 0.81 7.09 1 2) I 0.85 1 7 d C.18 SS 131 113 105 �19.1 063 t. H t.29 1 0.85 1 1,4 0 79 60 130 112 f04 49.i 0.&5 1.13 1.31 1 0.85 1 i.A 018 100 107 95 89 AB.T 0.99 128 1.43 h>80 1 0 85 1 1 8 018 0-15 125 114 t tl3 37.8 O 7 0 95 1.03 hs80 1 0 85 1 1 4 6,18 20 125 111 1D1 37.8 0.7 09 1.�`.B 1 0.85 1 1.4 Q 18 � 092 25 125 108 99 37.8 0.7 0�J4 1.12 1 0 85 1 1.4 0 18 Bt)rid 30 145 �106 S7 378 07 0_98 1 M18 1 0.85 1 1.4 01B shank X Naded 2X4 35 123 104 96 37.8 0 73 tA� 1.19 1 0.85 1 � 4 0.18 HarJioPlank� 5/16 12 � z2 ` H � Through W � d 16 40 120 703 95 37.8 0.78 164 L22 7 0.85 1 1.4 D 18 X 2" long tn ad e �.f� Doug-Fu galv Siding p g° Larch 45 118 iQ2 94 3Z8 07$5 1 G6$ 1245 ! i 085 1 7.4 O 18 nail PiBnh 50 S17 1Q4 93 3Z8 O.B1 �09 127 , � 0.85 1 7,4 018 55 115 100 92 aLa o.ea i.t� i.as i o.as � i,a ois 60 114 89 92 3A8 �,85 1.13 '1.31 'I 0.85 1 7.4 018 100 94 83 78 37 B 0.98 t.28 1.43 h>80 1 0.85 1 1.8 018 0-15 155 740 126 576 0.7 0.85 1,03 h5g0 1 0.85 1 1.4 0.18 20 755 136 125 57.6 0_7 0.4 'I.OB 1 0.&5 'I 7.4 O.tB 25 155 134 122 57.6 0.7 0.94 1.12 7 0.65 7 14 0.18 henk X Face � 36 155 131 120 5R6 0.7 0.98 i.18 1 0.85 1 1.4 0.18 Netled 35 152 129 119 6Z6 0.73 1.p1 11B 1 O.BS 1 7.4 0.18 HafdiePlank� 5116 5 25 0222" HD Through � 24 40 148 127 117 5L8 0.76 1.04 1.22 1 0,85 1 1.4 0 16 X 2" long Ooug-Fir galv. Sldiilg Dlank �� 45 146 125 116 57.8 0.7&5 1.085 1.245 1 0.85 1 1.4 o ia nail �verlap 50 141 124 115 5�.8 O.E1 1.09 1.27 1 0.86 1 1.4 0.18 55 142 123 114 57.6 0.8� 1.11 7.29 1 tl.85 1 �.4 0.18 60 140 122 113 5� 6 0 85 1.13 1 31 1 0 85 1 t 4 0.18 100 118 103 97 57.8 0.99 'I.28 1.43 h>60 1 0.85 1 1.8 018 0-15 142 129 117 48.4 0.7 0.85 1.03 h<_BO 'I 0.85 1 1.4 0.18 20 142 125 114 4B.4 0_7 0.9 1.08 1 O.BS 1 1.4 0.18 25 t42 722 ttz 48.< 07 0.9A t.i2 1 0.83 7 1.4 0.18 � Face � 30 742 720 110 48.4 0.7 0.98 �.t8 1 0.85 1 1.4 0.78 Nailed 35 139 118 109 48.4 0.73 1.0� 1.19 1 0,88 1 1.4 �.18 HaNlePlank� 5/18 6.23 0.222" HD Through WO°d 24 q0 738 116 107 48.4 0.18 1.04 1.22 1 O.BB 1 t4 0.18 �� P �� p� Fir AS 134 11b 106 �8.4 0,788 7.085 1.245 1 0.85 1 �.4 R18 nail ovarlap 13;t 114 106 48.4 0.61 1.08 1,27 1 0.88 1 1.4 0.18 4� 113 104 18.4 Q.� 1.11 129 1 0.65 '7 1.4 0.18 80 1 112 1tk{ 4B.4 O.b6 7.13 1.31 1 0.85 1 1.4 O.fi8 100 107 34 89 48.4 0.99 1.28 1.43 h>HO t 0.84 1 1.A D.18 Pape 14 - , ,,,,�,,, R^fciP� � AaP.vd 3n4t 4s:u� .a'G7 i_ , ` � - ' , ,�,�5 4V,i�ner Avcrn_:e. M?,(; � ��`�� "'�:r� � �, � _. Ee_, C? .,. � - - , r: { � �9�-�„�� c_�n . i - �eq; `� 1 ; i 741 &4"r-0'ri95 ta•< � �� `� -_ 1, ' ,.. . NIO�i��^�� - �� 1 ';�' - �A }__` ..� _ - w , . : i . �. .� . �.r � i: {�'�^. � .= 1 ' ��'_-`'.s �. i. .i. �_II' /�`/:'li_:r ' ' � n. �G`{��:J'I�l'�f\;1�..' � R :l i'.�� ,�, i ��:{a . � � -�. �. ." -.� _ e�.�. . J 62si� 6'Und Spred mr.h , .�� l� ��.: �:.>- ' �octti��e��is 1� F�>� ,...,,� i t:� sacor,�i � �usl' }`�� a 1 � J il' :r� t - lBCCS 1RGFJ -- - P - ---------- -- -- - I PrCCUd ! �tuc� 8uildrg (Jesrg�l ; i _ r _- _ - T _ _ __ i prn Th�ckness ��i:1;h Fasiener ; Fash;ner Rarta � . ;�rchas} iincti�_r, lYP� � Spaciriy 7yp� Speciny Haight t3 C t. 1.naci i (II1ChCSi (fBBI (PSA czp B E� (�' EcP U � R� . I Gt�y GC�„ � � j i 0.15 f32 119 tp9 Ai' 07 085 103 h��o i G 7 1 a p;,^,� i ' 20 132 176 __'IOB vt; - 0!_ �9 908 i_� 485 t o4 Oid� � � 25 132 11A 104 di % -- -- �-- I, i , 1 „��. j.-- C 7 0 9d 1 72 U 9E 1 � IB �3.:t; :i� f32 i�i ?C1z ;1- .._ R ;hanF ,{ _X4 : . _ _ C: 09., i i�i � t � � ,j -..__{ I +).L7JHU I �"��if:� 35 t29 770 }Ct J1; 0.73 10; t i_ , 1 1 I-i U't: ftad��eP!ar.>r-: , �l1E; - 7hrour,h wo9d ., � 4U 726 109� 1U'0 w'17 D76 104 127 H5 i.t n_'� n - I � Dou Frl - :' q.,?v Sidira Flanh L r _�. 45 12R 1Q' 39 �„a' 073b t?f5 t2a: � -F - ._ ' nad �r;Fr:ai; t i0 122 706 J. . . S. ., ,� i ! � _' 9 11 08? 105 1�f :_.... _ ___'-. � �7 d` �: t� i�A � � 55 121 tOS 37 Qi' 0-93 i tt 125 �1 0�5 1 i, p,?C j � � � 60 118 1C4 95 41' De'S 1-13 13i ;;.85 ? �. .5!R 100 99 98 '�2 37 ' 0 99 125 7 43 t; GC � 7 C 35 + 1 3 i; ;y i 0-15 123 112 1lJ2 36 7 D i 0 35 1 03 hsd0 1 0 85 1 I� U!6 � � 20 t23 7pg gg 3F ' 0 7 0.9 9;& '� - n v"85 I td � 25 123 10? 38 ;6 ; 0 7 O,�i 1. 12 I? � 85 1 � q n�a 1 � JJ3 i � 3U 123 7M 85 36' 07 098 1�6 + F sii�nM N ; t31rt;d j °Xa - - - 08_ i t 4 0!s 0:?�'l�{�7 � NaIIFC, ,. r•wa 35 i9� .. �IQ3 � 95 s'S' OJS 1.01 1_;� �+ r Harai�PL�r:h�� I 51?n i N?5 � �hrcGiyh ,.., - :� d5 ' �'.'9 � Y, 2" long � DoUg-Fii �` 518 101 yq � 3E ? 0.78 7 o i 2. � 1 6 85 1 1 4 6'9 � . J�:Iv SiAirc�I tep ed�e o. Ltlr; , S5 11 i tOQ sa 3G % 0 785 i OfiG I 245 ? G�5 �I.a i) !8 a Gia"� - ; °� 115 9G 9� 36' 0 87 t p9 t2:� �' G.sS , ; a � td � � j i SS 113 98 91 3E i �.�3 11`: 1.'9 1 r�y5 1 1 S"i!_•„ � �_. 60 112 97 90 3s ,- 0 65 1 53 1 37 � i G.85 f I» 0 i8 100 93 82 77 3S 7 6.�9 t.:6 1 43 h>r:G � 1 G 85 4� B 'v 17 � ; 0-15 117 106 96 32 7 0; o,as i a3 h��o i aes i i r, �.,� � � � 20 117 103 94 32 ' c T 0.9 1 98 i 0 95 1 1 4 0�9 � :'J OJ2.• i � 25 '117 1 Qt 92 32 7 0�7 0 94 1 1: � p�5 � 1 4 '"d I �I��» 30 117 99 yt 327 q7 Q.98 1 tE i 0.85 1 i.1 p. �s sh3rlk X yalfdp `X4 35 114 97 39 32 7 0 73 1.01 � 19 � 1 0.85 � 1 4 �.'.8 Hard�eF�tank�.' � 5�;6 I � 22P" H4 . ThrOU h "O0d � � �� X 2" IanN g Qpug-Fir -�4 d0 112 96 88 32. T 0.78 1 04 �.22 ? 0.85 I 1 A 0.!5 gaN SItllr.c�i t"p etlge of � � 45 170 95 87 32.7 V.785 1 065 1 245 i Q 85 1 1 J 0�b �� plank 50 108 93 Bi 32 7 O Si i 08 1 2T ^. C 85 � 1 n o �fl 55 107 93 86 32 � o a3 i n � ze ± o as � i.a o.�e 60 106 82 85 J2 7 0 85 1.13 1 31 1 0.85 1 1 4 0 18 100 88 78 73 32 7 0 99 1.26 1 43 Ii�BC 1 0.85 1 1 8 0? 8 � 0-15 102 93 � &t 25 2 G 7 0 95 1.03 h�0 ? 485 1 1 a u; e '_ -, I . 20 102 90 f32 252 U' 49 t08 ? 085 1 1 4 0 t� OA52" Z5 ��2 88 BS 25.T 0.7 0,84 1 12 ? 0.85 7 7, 0 49 shank X �lind 2X4 � � � e0 25.2 0; 0 98 7.78 1 0 65 1 I 4 C 78 0 222 HD Natlad 35 1Q0 85 78 2b 2 073 1 01 1 19 1 0 85 1 1 4 0 1a Har��cP;.,r�� S/;G ,< Through wn°d 24 40 98 84 78 25.2 076 t_04 ?.z2 X 2"long top edge of Doug-Fr ? c.a; i�; o ia gai�. Siding P1e Larch d 9 > 83 77 262 0.785 i OB5 t245 5 0.95 7 1 4 C�f8 nail � 35 82 7� 26.2 0.85 109 127 � 085 t 14 OiB 55 94 Bt 75 25, 2 0.83 1. } 1 1.29 ! 0 85 1 1 4 0.18 80 93 81 75 25,2 0.85 1.13 1.31 7 085 7 1.A 018 700 77 88 84 25.2 0.99 '1.28 1,43 h>60 'I 0.85 t 1,8 018 0-15 19� 174 158 88.0 0 7 0,&5 1 03 hs60 7 0 85 1 1.4 0 10 20 191 769 154 BB.O OJ 0.9 108 7 Q.85 t 1.4 018 p�.� 25 191 165 151 $6,0 0.7 D.x 112 7 0,85 1 1.4 0+6 5hankX Fa � 2x4 30 191 182 149 @8.0 OA 0.98 t 78 7 O.BS 1 1.4 p.i� 0,222"HD N81 �� yyppd 35 187 159 1q7 88,0 073 1,01 119 1 085 1 14 018 HardiePiank� SN6 5 25 x 2 5 ��n Through S � 16 qp 184 157 145 8B.0 0J8 i,W t22 7 0.85 1 1.4 0.18 galv Sidi P�ank P P� F � AS 181 155 143 88.0 07&5 1,085 12a5 1 0.85 7 1.4 0.18 nad overiap 5p t78 153 142 8B.0 0.81 1.08 1.27 1 0.85 1 1.4 0.18 55 176 752 141 88.0 0.83 111 129 i 0.85 'I 1.4 0'18 60 174 151 140 88.0 0.85 1.13 �.31 1 0.85 1 1,4 0.18 ��0 144 127 720 88.0 - 0.98 1.28 t q3 h>80 1 0.85 7 1 8 018 0-15 175 159 1AA 73.9 0.7 0.85 1.03 hs80 1 0.85 1 1-R 0S8 20 175 185 14t 79.e o.� 0.9 toa 7 0.85 1 1 a 0 ie 0.092" 25 176 161 139 73.9 0.9 0.94 1.12 7 0.95 1 1.4 01B shank X F� 30 175 148 136 73.8 0.7 0.90 1.18 � 0.85 1 1.4 018 0.222" HD Na(led 2X4 3,5 772 146 134 79.8 0.T3 1.01 1.19 � 0.85 1 1.4 0.18 HardiePianic� SIt6 �.25 X2.5"lon Through s W � 16 4Q 188 1M 133 79.8 0.78 1.04 L22 1 0.85 1 1.4 OA8 ga1v.51di�g P�� pj�� 45 185 142 131 79.8 0.785 1.085 1,245 1 O.B9 1 1.1 0.18 nai) overlep Sp 163 14p 130 73.8 0.91 1.D9 t.27 � 6.85 1 1.�4 0.48 55 161 1� 129 73.D 0.83 1_11 729 1 Q.85 1 1.4 0.18 80 159 1 128 73.9 0.85 1.13 1.31 1 0.85 1 1.4 0.18 100 132 117 110 73.9 0.89 1.28 1.43 h>60 � 0.65 1 i.B 0.18 Pege t5 • �:: � „," � � �,,,,, , ,. ,�F i� � ,. $ . '� , Ronald �aa�.�a 2nd AssociatBS Inc ,,jf�_ �;�", `i507 ti'larn�r Avenue #3�� -- _`i� + � + ¢' 1+; �� p �,� . tiunhngion U°4ch. CF. 92E-19 . , „. , a,� : �_: ; 7d) �5�-2502 caf;. - ° --� - � .,i ;J'4 fi47-4595 fax _ '° - �� -_ _- �� .'�''1'P� r'`''.--' Pro�ect Ri0-2159 , ' � . _ - , '�` f'�, - - `r' _ ,_� r � - ' f ._, .-�� - + ' . � I �ri 'ie trutldm...� Fi.:du;te Ino �'', _ . __ .R� ` � ,�,< , � � � , . � .T.. " � ' ,;iuA�:.i�u., ��,, ... -f { �i'�',,na CAC,:;3' 3�,_' .'t.:'<,`i4�_ -' �,.a�A' �' % ix;'l-t1S:-,.i�' �� ± ��\,`� �� . Si ;: �'+` _ i. +�.� ! `;� ';� � `� � ��7� � ',. Basic Wind Spee; mpr� � Coefiic�erds us�d in Excel �alculation�+�9qF� �' ��` ` �i ��' �, (3-secor,d gust) __ _- -----'- �. l9C�& IRC'�� K - - Stud Hwldmg � � F'roduct W:dih Fsstener Fasiener F�ame 5pacing Heigh! B C 0 toad T GC,,, acin TYPB (PS� Ex� Exp C F�p D K.� K� I iC�� Frcd�ct Thickness �� Type Sp 9 (inchas} (t=_e[? in�esl 0-15 163 148 134 6 3 7 0. 7 0 8 5 1 0 3 n<_ e o 1 0.85 t;.4 ' ZO �� 4p q31 63.7 U7 0.9 1!�9 1 oe5 1 1�1 0-ta � 25 153 140 129 637 07 094 ��2 ? 085 I 14 OtE � J ug�' 30 163 138 S26 63.7 u 7 0 98 1.16 - . Face o.es �� a o is. shanK X 'x'� 35 159 135 t25 G3J U.?3 1.0? ' ty 7 p.85 1 t a o-18 Nailed wood - � ��ZZ HU Throu h lv -00 156 133 1?3 63.7 0 76 1 0�1 f" 1 0 85 1 1 4 0 78 fiard��Piar•k.:� SliS ' zF X 2.5" lOn9 g �pNCE 45 154 132 122 63 7 0 765 1 G65 1 2�5 I plank pir,e-Fit 63J OJt ?.09 72� 1 085 1 I1 018 � �c�aiv Sidinpl �rerlap 50 15f 13Q 121 _ - - zJ ; r � �.y e 19 � r�al y5 149 129 17p G37 083 � t 0,85 1 14 o_tE 60 !q8 128 119 63 7 0.85 7 13 1-t ipQ 122 106 702 L3 7. 099 i 25 i 43 h>60 l O 85 1 1.3 D 78 0-15 153 138 126 560 0% O.dS 1 03 1'v6u 1 Q85 1 1 4 018 � ?p f53 135 123 56.0 G7 09 148 1 085 1 1-0'01d 25 i53 132 121 56C 07 0-94 ?.12 � I 085 1 i.4 Ot° 0 032" 3D 153 7 29 118 56 0 0 7 0 98 l i 6 1 Q a5 1 1 A 0 18 Blind 2k.4 shankX 35 tA9 127 117 5b0 �.73 101 1.1 1 0.95 1 1.4 Oi8 Nailed ,��ood � 0222"HO Through 16 AO 146 125 116 56.0 076 104 t22 1 O85 1 14 G.�H H:�r9icPlanh'a J16 I 5�5 gPn:ce- 1 085 1 14 078 X 2.S' lond top edge af 45 t44 124 114 56 U 0 795 1 055 '12 _ I gaiv Sidin plark Pin2-Fu 9 56 142 122 113 56,0 081 t."v9 L2 � 0.H5 1 14 a'18 nail 55 140 121 112 550 053 1 il 128 ;� gp 738 120 ?1� 560 085 153 137 l OB5 1 �� 100 175 102 g5 56.0 039 126 t.d3 h>60 1 085 1 18 0i8 0-15 144 131 119 50 0 0 7 0.85 1 03 h5u0 1 0 BS t 1.4 0.18 20 144 127 115 �0.0 OT 0.9 � 08 1 0 85 1 t 4 0 18 25 144 124 114 50 C G7 0 94 1.12 i p BS 'I 1 4 0 18 0 092 30 tA4 722 112 SO.Q 0 7 0 98 1 18 0�85 1 1 4 0 18 Blind 1A1 120 1�0 500 073 101 119 � 5hankX Na�led � � 1 085 1 t4 0'�8 0 222" HD wo°d 15 40 738 118 109 50.0 0.76 t 04 122 Hci�diePlank� 5I1fi 5=5 Through S uce- X 2 5" 4ong top edge vf � AS 136 117 708 50 0 0 785 t o65 t.245 1 0 e5 1 1 4 galv. Siding p��-F�� 1 0.85 1 1 4 O 16 �I2nh 50 134 115 107 50.0 G.81 1.0�3 727 nad 55 132 114 706 50.0 093 711 12s t O85 1 14 0.1a g0 131 113 105 50.0 o_as I.1� 131 � osa � 1.4 G.ta 100 106 96 90 500 0.98 1.28 143 h>BO 1 085 1 1.8 0.78 0-15 126 115 104 38 5 0 7 0.85 1.03 h<_60 1 d.85 1 1.4 0.18 20 126 112 102 36.5 0.; 0 9 '1 08 1 0 85 1 1 4 0 � 8 Zg �zg 109 100 365 0.7 0.94 L12 1 0_85 1 1.4 019 0.092" 3p 126 107 99 38 5 0.7 0.98 7 16 1 C d5 � 1 a 0 18 Biind shank X Natictd 2X4 S5 12A 105 97 38 5 o 73 1.07 � 18 1 0 85 1 1 4 0.7 , p222"HD Through W � d �8 40 1Z7 104 96 385 0.76 7,04 122 1 0.85 1 1A 019 tiaroiePlankw� 5t16 I i� X 2 5" long Spruce- 1 0,85 1 1 4 0 t8 top edge of 45 119 1�3 95 38 5 0 185 1 065 1145 alv Sidin p�ank P�ns-Fir g 0 50 118 101 °4 38 5 0.8t L�9 1.27 1 0.85 1 1 4 �. na�l 55 116 100 93 38 5 0.83 1.11 1.2s 1 � 65 1 1 4 C 18 gp 715 100 92 38.5 Q85 713 1.3t 1 0.85 1 1.4 0.18 10p g,�r 84 79 38.5 0.99 1.26 143 h>60 1 095 1'i9 O.tB 0-15 156 142 129 58.6 Q7 085 �,03 h560 1 0.85 '1 1.4 0.18 20 156 138 126 386 0.? 0.9 1.D8 1 0.85 1 1.4 0.18 26 156 135 123 58.6 0.7 D.94 1 72 '1 0.85 1 � 4 0'18 O Fa � 3p 756 132 121 58 6 0.7 0.98 1.18 1 0.85 1 1.4 0.18 bhank X Nailed 2X4 3,5 153 130 120 58.6 a73 1 ot 1.19 1 0.85 1 � 4 0.18 0222"ND wood 24 , f0 1gp 128 118 5B.6 0.78 1.04 1.22 1 6.85 1 1.4 0.18 Hard�ePfank� 5116 5 25 Through SpN X 2.5" bng plank 45 147 126 177 38.6 0.785 t.065 7.245 i 0.85 1 1.4 . Iv Sidin P��-F�� oa5 1 t.a O�a � 9 overlap 50 145 125 116 58.6 0.85 tOS t2i naif 56 143 124 115 58.6 0.83 11'I 125 1 0.85 1 1.4 o.tB 60 142 123 114 58.6 QBS 1-13 t.31 1 0.86 1 1.4 0.18 ��p ��7 104 98 5B,6 0.99 1.28 143 h>60 1 0.85 7 18 O18 0-15 143 130 118 493 0.7 0.85 1.03 hs60 1 0.85 1 1.A 0.18 20 143 126 115 49.3 0.7 0 9 1.Q8 1 0.85 7 1 A 0 18 25 143 123 113 a8.3 07 0.94 1.12 1 0.85 1 1.4 O.1B 0092" F � e 30 143 121 111 49,3 0.7 0.98 'I16 � 0.85 1'I4 0.18 shank X 2X4 35 iqp 119 110 49.3 0.73 1.01 �.19 � 0 a5 7 1.4 0.18 0 222" HD Nailed w �d HardiePlank� 5A6 6.25 Through 24 40 137 117 108 49.3 a78 1.04 1.22 1 0.8b 1 .4 • X 2.5" long Plank SPruce- 45 135 116 107 49.3 0.785 1.085 1243 '1 0 83 1 1.4 0.19 galv Sid'mg P� Sp 133 115 106 49.3 Q81 1.08 127 1 0.85 1 1.4 0.'IB n � i overlap 56 131 114 105 4s.3 0.88 1.11 129 t 0.89 1 1.4 0.1 fip 130 U3 t� a9.3 0.99 1.2e 1.43 h>8o 1 O.B5 1 1.8 0.18 100 1 W 95 80 Paga 16 .,_: - J ()]iWd �i. .; kl�_r:_ c ,.� ,� ' .,, �"��c(^. •�_r..Ll: a`?�� ` , i{.�il:'(i:;��n E;f'ai� 'i '.r{ `:G�-Q'i ' , � _ _ {��,'.� . : 'f �'i'i!��' ^t():-,Eli � , . (?14)gqi iS9i�... =7_ - e � ; �'"r.�� . Rlf: . . ��p9 *�- e` � -`.'��". 1 _ �, , I.rt�::: j..ri',r � . . . . ` ' . ; „ . , . ; A':p� , ' t- , �.�r,a - n g"�z; - '"' ' i ,�. :.7: - "3 i.. - '� , � . , _ � '- �� _ _ �.f � , . ' y ,:-ti� � � - l , Pas:c Y�Jnd 5.^•e=r, :r.rn � t �. = �- Cecffic,ents uscc in ExcEI+Q iCll� o�y' t Fnbie�v` �', '3-s�a�ndc..,st� t�, � �j - ° ' - _� ___ _ IBC4'+1&lrt:ai-- - -'-_�'_K '___ `- - ';Ti�l ris:4i .�,t`�._ 1 �; , ' Fin:Jucl I St��c 9uildin9 Losrg;, .-_ �-- � -. �.,(' � . Y�dth Fastener Faster.er Frama � � T � �C I i , '•�,c;,cl ' iY:;ckn5ss r ; gpac�ng Heighi 6 � � ! i. Lcau `� ` � i,nches, !'ncnes, , yp° Suacing Tyoe : . '(inches) fee[' I�'�`� � E�p B Erp C Er,p U u; � , �^ I i C-15 ? 33 121 1 10 42 5 q? 0 8'a t n� hs6C rv 1 C S5 ? i u � g i � 20 ? 33 117 107 42.5 0� 0 9 I 08 p g5 I 1: j i; � 3 25 133 115 14,`, •12 5 �,? D,SA I i2 1 O R5 1 t A ,� 13 nnq2° ! �-- ,�:. _�._- �,iC�i 30 � 11 703 4: 5 J 7 D 58 7'S 7 i; 95 1 1 4 19 sh��:Y. Y 2X 1 ra,;:su �' Ni) � ,vcx��: � ;- 3 •.',0 i i '102 42 5 U.78 ; G'I i 19 1 0�5 � 1 1 n(�. i's .. . ..,. ':anV.� � ',i'.�; , �5 '� 2 ` - I I i;ro�<ah ' ; 4 ' � - I X� 5{eny nl,r,k � i :�-`u }- ip1 425 0.78 1 04 tl'2 '�_ a 0 1c i Scn:ce- T 1 � v5 25 f 108 ivC A25 0785 tC85 1?a5 +��'�=1� �_ - yalti� Si:i:n2 - P:r�e r' L�._ _ cVerl�`> ` b0 t2G� v9 42 u` Q.81 1:�9 l 27 , y � 9f , '_^ nsn . . j ! r SS i22 7pFi 38 a2ti 0.83 F11 12� 1�U8��1 74�O;d� t�_ _ � i �0 12f 105 97 425 0.85 113 1.31 1 p55 1 1A Olft 90D 10Q 8N R3 d2.5 0 99 1 Zc I A3 h>n"0 9 p Kg I? e p �� C 15 125 113 703 37 3 0_; C 85 7.C3 he,°,0 7+ U 85 � 1 1 3.(� 1 d ' ' � � 20 125 110 100 373 0? 09 7u'� i�CftS 1 i4 � „� i . -- ZS 12� _ 10; 98 _ 3; ) �] G94 i 1 t[ n85�i, �•t o �3 F3h:ni 30 125 105 97 3/3 p7 C.58 ; f� t a&,5.1 ci3 har:x X t�ailetl � I i;�c?tPlenk' �+ G�� 12 ^'' f�� I woon. � 35 122 104 96 3;.3 0.73 7.01 i i§ 1 0 85 7 1 n r, 1�'s . 411G (.,. (hrpu9h 24 �0 120 102 94 373 0.78 1.Cd i.22 � 7 JfJ� 1 14 0'IH .t 1 5 lonc, � SGru�e� � tGC� edc�e of � C5 118 101 93 9�.3 G.T85 1.1165 1245 1 J Bb' 1 t.a U 13 �gsis S,dinyl �'��z�Fir , u �"� St} itG 100 92 37.3 0.81 709 I�7 1 Q55 1 tslC7�3 I � 55 _ ?14 i 99 92 37; 083 S 1; -�g _ � 'Jc5 1 1.1 � IB 80 173 98 Bt 3i3 0.85 713 1 0&5 1 ia u,i3 100 94 83 78 3l3 0 99 1 2E 7 a3 h>Bt� i D P5 1 t.t5 0_16 I 0-15 118 107 97 33.3 6,7 0.85 1 03 hrGO 1 p.85 1 t.a c �u 20 1i8 iO4 95 33.3 0.7 0.9 t.CB 1 `v&5 1 7 4 01P, � ( �� 25 718 t02 53 33 7 0.7 Q.94 F.12 1 Q 85 1 1 4 p.18 F Bl:na 1 30 Y15 99 51 33 s �.l 098 f 76 1 6b5 7 7 a 013 III III I s'r�enk X ::X 1 H��c�ieFlank,`� I 51?6 925 0.222"HD .Naiied " j 35 U5 90 90 3J.3 0.73 7.07 �.13 1 0.85 1 74 0.78 I X 2.5" long T.irou�h Spruce- `A 40 113 g7 89 333 076 7.04 l 2? t p85 1 t4 p 1a � �op �3tic�e c( 45 171 95 88 33.3 0J85 1.085 1 245 1 0.85 1 1 4 0 IB galv 9iding pine-P:r i aail Plank 50 109 94 8; 33.3 081 1.09 1Z7 7 085 1 14 019 55 708 93 87 33.3 0,&3 1,11 i 2�J t 085 1 1 a C t8 60 507 S3 86 33.3 0.85 1.13 7 3? 1 O85 1 t4 6 t8 '00 88 78 74 73.3 a.98 128 143 h>60 1 Q95 Y 78 010 0-16 103 94 85 25.7 07 0.85 103 hseQ � p,HS 1 1.4 018 20 103 91 83 25 7 0.7 0.9 1 08 1 0 ES 7 7.4 0 1 B 0092,. 25 fD3 p9 82 25.7 67 0.@4 F 12 i OB5 1 14 U 18 � Sh2r1k K! 86nd 1X4 i 30 103 87 90 25.7 07 0.98 '1 i6 1 085 1 1_q p 1g 0 22?. HD �Jaded ,NO`d E 35 101 f16 79� 25.7 tl 1 0'1 1.19 1 iY 85 1 L4 0 13 Ma�G:ePiank:�� S/16 12 Through ! 24 40 99 85 i8 25."l 078 7.04 122 1 085 1 tA 079 � N 2 5" Iong Spruce- � � top edge o{ � 45 9f1 84 77 25 7 0.785 7.�85 1245 1� 85 1 tA 0.16 galv Sidinp �lank P�ne-F�r' riail �0 9Fi 83 77 26J 6.81 1.09 t27 1 085 1 � d 0.18 � S5 95 82 76 25.f O.ea tit � 2s 1 o ee i i a o.�e 60 B4 81 75 ,?5.7 O,Bb i.t3 131 1 0Bb 1 1.4 D.iB 100 78 89 65 25.7 0.88 12B 143 h>SQ 1 0.85 1 1.8 018 0-15 177 160 i 46 TS. i 0.7 0.85 7 03 �580 7 0 85 1 1.4 0.18 20 177 156 142 T5.1 07 �.9 1.68 7 0 88 1 7 4 0.18 0.092" z5 �7� 152 1 AO 75.1 0.7 0.94 1 72 1 D 85 � 7 4 OJ8 shank X Face 2X4 30 177 149 737 75.1 0.7 0.98 1 18 1 O B6 1 1.4 0,18 0222" HD NaileC w � 35 173 147 135 75.1 0.73 1.01 1.19 1 0 85 1 1.4 0.18 HardiePlank�i 5/16 525 Through 16 y0 t70 145 134 75J OJ8 1,04 1,22 7 0.85 1 1.A 0.18 X 2" long lank Spruce- galv Slding P ' Pine-Fit �` �67 143 132 T5.7 0783 1.085 L245 1 0.&5 1 �.4 o.i8 nail overlaP 50 184 142 131 75J 081 t09 � 27 1 0.85 1 1.4 0.18 S5 162 140 130 75.f 0.83 '1.11 12�J 1 085 1 1,4 Q.18 60 160 139 129 75 1 0 85 � 13 1 3� 1 0 86 1 1 4 0.'I8 100 133 118 110 75.1 0.88 1.28 7 43 h>60 1 0 B6 1'1.8 0.'18 0-18 162 147 133 83.1 �J 0.85 7.03 ��0 1 �.85 1 i 4 0.18 ZO 162 143 730 63.1 0.7 0.9 7.08 1 0_85 1 �.4 0.18 0.092.' Zfi 162 140 128 &4.1 0.7 �.94 7.'12 1 0.8b 1 1.4 6.18 shank X Face yxq 30 162 137 126 e3.1 0.7 O.ee t�e � o.es t �.a o.ta � 22z Hd Nailed W � 35 159 135 124 B9J 0.73 1.01 7.18 1 0.88 1 1.4 6.18 HardiePlank� 5l16 6.25 x 2 b� Through S �� 16 40 155 133 123 63.f 0.78 t.p4 122 1 0.85 1 7.4 a.18 palv.Siding Plenk Pne-Fir � 153 131 121 63.1 0.786 7.Od6 t145 1 0.86 1 1.4 0.18 nail ove�laP 50 151 130 120 83.1 0.81 i.OB 1.27 i O.e6 1 7,4 0.78 55 1�9 129 119 &7.1 0. 3 1.71 1.29 1 0.8$ 1 1.4 0.18 80 147 127 118 B3.1 0.84 1J3 131 1 O.BS� 1 1.4 6.18 100 1 168 101 Q3.1 0.99 7.28 t.43 h>60 1 0.85 1 1,8 0.18 Page 17 ._.....,,�.�..__._-�_ _._...,,..�,..,.,...�_a.,,_ .... .. _�,.«�,...w�,.,..�.�.......�...�.....�....� �1 :{ � ��i) ' _� - c. X '{� � FC dl'.fJ �SSG�i"r.i85 ��i_ __ ' i f r� _ 5�,'Nlarner.��.A�,�e .3,-�� ?° ; '- .f�� -4,:rn•g:� CP, ;_0^49 _-�, - -_i'`�'iV - �'f� - ( `i4; 232-'16pZ ceP -' �" - -; `_ ;ii41 ft«7-4��95 iax : ;!-: � - � � ° ' ` �ro;ert RIO 2153-Or _ •'c_. , �"��' �a y "i � "�r � _ �� _ � � , ,.. �,,. .,. ,:� � � ...... � �-� � _ , .' �:� .`.:.,-.; - :'` .' � '� .. �� - , � €� - � r . _ _ , � 4rr:� ,__ - �� ,' ':' , `�. \,'; -�' 3 `'}'' `� i t J( !; �.`�j :s : �. 1�,�� '�� f 3 �. �, f � x � i' Basic Wind Speed riich Coeffic�ents i:sed in E:ecel Ca�E��tfdnl i�dd��le 7 q �� 3 �� %� (3-seco^d gusry ;8C0& tRC� F - � ' : P:o.uc! Stud . F3vlldfrg D�s1yn ' � •f.:�r;h Fastener Fastener Frar.re T � r•n� ::,:t j ThkRnoss Spacrng Fte�gYt � 8 C � Load ` t,nches rr; Type Spacfng Typa �inchas) feetj fPS�i E:.p a Eap C'r,p o � K_,� u„ GG. 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CiK] �'75 123 151 iQ1 363 07 0,95 7Q3 h�fi 1 085 I �4 G.7D 20 12:1 106 59 3fi.3 0 T U.9 ;.08 1 � bS 7 1 4 C.18 ��„_,� 25 123 10Fi 97 363 U.7 O.�d 112 1�985 1 iM1 O1F3 � ,:h„r�Y, Face iya ?0 123 ?04 95 36_3 0; Q2E 11d � 0;':i:' �-Ip Na:(ed . 35 72C 10<^ 94 JG? 0.,'z � 0; i.I9 1 C�85 1 1 4 O 1R Ha:u�ef-:�n4w. .�r;5 1 , � ' 1`,uur^• ' o::d , i JRi i ;q plg i " X,. :,;,r;a � ' 47 118 i07 53 ?6 3 C 76 i.G� ! 2� 1 i 35 7' 4 j C 1A iar.k Sp��;r_ l � __ i ��Ja:`: �!tling '" �^e Fv � -ti�--- I10 _ lCir' � 9E 35 ] G;�5 1 FlcS 295 I - _-.--_ __'_ i :; DJ 1 ' 4`. � Ii3 v��a� � so � s ia se -1- - -- ---._a _ }F3 9 �' t�� : � t �J�S i�l.t�C173 � . � �5 1 1 3 97 90 763 483 i I1 9^4 1;,55 7 13 Oifi 60 71' 97 �0 36.3 085 7 19 i 37 1 085 1 1 A 0.1A 100 92 82 iF �e3 o9s �2s +a3 n,o r ons I 1.8 o ia � 0-15 11S 104 95 3i.9 p7 Q85 103 h290 � IB5 1 i4 Oi8 � 20 715 '101 93 3; 9 0 7 0 9 ! 09 1 0 E5 1 7 A �]. 78 � ' 25 715 99 31 31 9 � 7 0 94 ? 12 1 O B"u 1 i 4 0.76 i ; �:,, I � ` (=hanti x ii � , "� i r ao ��` s� � es s; s a.� cGa � ia I � Nadc�7 ^x �' � T 085 1 1 A 0;e H_rs�.�f'i_rk'S' i „�� I j`=�'� �aD weccl : 35 i13 9E+88 3L9 0.'3 1Ot i 99 7 6n'� 1 7-0 Q.78 � J � 5 ; X 2" �ony fhrough � S �- , a0 110 94 87 3i 9 0, io f 0-0 f 72 1 G d5 1 1• I ' top edge cf P�'' � f Q.19 iryalv Siding Pine�Pir �_ �a9 93 ao' si.s o.795 1.as5 ',2as i C85 7 1.4 0,13 Uiank f n�:; i 50 707 92 85 J7.9 0.87 { 63 2i 1 0 A5 1 i 4 i, 18 I j 55 106 91 E5 3f9 083 1.it 12? 7 6.&5 1 14 r.18 � 50 - 104 91 94 95.9 0.85 1.13 7 31 1 G 96 1 1.A 0.78 100 86 77 72 31.9 D 99 126 1 43 h>o6 7 0.85 1 1 8 0 78 0.15 109 99 80 2@A 0, i 0.65 1 03 hsb0 7 0 eS 1 1.4 0 18 20 109 96 @7 28 4 0 7 0.9 t.0? 1 0-85 1 1 a G 16 1 ! - 25 709 84 8F. 2C d 4J 0.94 1 12 � . 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G 85 1 1 4 0 78 Harh:eFlar,l^w � 5/;� ?�� 222' 1.D woo�' �13 2BA 0 73 1.01 1 19 1 0.85 7 1,4 0 t8 % 2" Ieng m�0ugn Spruca- 26 40 f04 E9 81 28.4 0.76 t.04 1 22 7 0.85 1 1.4 0 13 gaiv Siding top adge of P � e F. 45 103 88 81 78 4 078, i.OgS i,24S glank 1 0-85 1 1 4 U 18 n8!! � 50 101 &J 81 28.4 0.8t 7.09 1 2i 1 0.85 1 1.4 C 18 � ! 55 100 86 60 28.4 D.B3 5.11 5 29 7 0.85 1 1.4 L' i8 � 60 99 86 79 28.4 0.85 1.13 1.31 1 0.85 1 1.4 0.18 100 82 72 88 28 4 0.98 1.26 7 43 h�60 1 0 85 1 1 8 0 18 f 0-15 B5 87 79 2 t 9 0 7 0 g5 1 03 hs60 1 0 85 1 L 4 �.18 � 20 9$ 84 77 219 0 7 �� i Q8 7 0.85 1 LG G 18 � a92.• 25 95 82 75 27.9 a.i 6.94 i.'12 7 0.8b 1 1.4 0 18 sharFh X Blind 2x � 30 95 81 74 21.9 0.3 0.98 7 18 1 0.8b 1 1.�4 0 18 0.222'.HD �aile� 35 93 79 73 2i.9 0.73 7.Oi 71B 1 0.65 7 i.a 018 HardfaPlank� h/i6 12 7hrou h W � X.2' lon9 9 Spruce- �4 AO 92 78 72 2t9 0.78 i.OM1 1,22 1 0.85 1 1.A 0.18 alv Sidfn �op edge of 45 90 77 72 27,9 OJ&5 1.065 1.245 1 fl 9 nlank Pine-Fir 0.85 1 1.4 0.18 r:ail 50 89 76 71 21.9 �_87 7.09 1 27 1 0.85 i 7 a o-ta 55 B8 76 70 219 p.83 1.11 129 'I O.BS 1 1.4 O.tB 60 87 �3 70 21 9 0.85 1 13 7 31 1 0 85 1 1 4 6.18 100 72 64 80 21.9 0.99 128 1,43 b>60 1 0.85 1 19 0,18 LimitationsofUse: \` �\t�� n t t�11�� 1) Fastener pullout must 6e evaivated whan installed over steel studs or a speCiea pf wood studs other than that whi c \ ` �ya� te�. �: �^ / ��i� i � i 2) In Migh Velocfly Hurricana Zones (MVHZ) install per Miami-Dade County Florida, NpA 07-0418.04 �� • �' � . ti .� - 24i2 � "� � °p �, � __. �'� S��E t7�� .. fr" �"i� ' fi ( A � ' r C �RiD� • �,� _ `� � �•. •-• � _ �`''��NA,� ` � ��.� �' Page 19 , M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FI.AGLER BUILDING BUILDING CODE COMPLIANCE OrP'ICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA} James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control llivision (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-SX, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/OZ/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sha11 be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ternunation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document menrioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 °-� Expiration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVID�NCE PAGE A DRAWING (submutted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Instal]ation Details", drawing No HF'NL-SX, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1 Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on OS/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/O1/93, with no signature. E STATEMENT (submitted under NOA No. 02-07'29.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignrnent and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Irtc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utrera, P.E. oduct Controi Examiner NOA No 07-0418.04 Eapiration Date: May Ol, 2012 Approval Date: May 31, 2007 E-1 N � � � o � . UW � � W � m Y Zjm o � = ot zn�i o N m � . � �� Q F7-� � W m � N i W c � Y�+ �Q�W WZC � <� �ZM A [ � -' ' � O�d� Z Y�-IQ 4 b f � � � a ~ N ��U Qy . JQ.oa` O S F- LJ ZZ d � WZNP Z � `?- O �WZ QQ 0.l - � �zmX � g `�` � � N � Z 2'" ¢ W L� .�§ o� m i. < "' c� � +' � �=F-Q =PO �j i G+ a _ Ll F- R� W J W ,i S o 0 d�' 6� � ZM d'-�= ' , E U�� QZ 2� � � .1 C � y�} �a :c� tn N ��Z� 3 q W �oa � ��"�� c- ivL`ii` �w�� 0 -�a¢ -,�,av` z� a a f� o Y�n aad Jc.�¢� ��c�° ¢ "w QJ t N �NN U LIf) �C�O� N QZ 3 F-F Z e � �eo�n �Q Q£ o �N.,� � T �d �� ry � m Nh W 0�2.. 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U � �j bN� d �pp � -� Ll N _ _ _ - _ _ _ °a Qo3i' O= U ('1 - - ��' O HS �c�00yYO�N U L� Q q u i N +`ti{�ia N d L d p� 2 WN Y17N d� N 3 QS 04- 6Y N� N SV-�04. N L a�a FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name. 2010-090 - Fort King Unit C1 Builder Name: � j FrOr�{G� & �G�l�'1� �C<P Street: Permit O�ce. ZEPHYRHILLS � City, State, Zip: ZEPHYRHILLS , FL , Permit Number !I 2 1 Z Owner Jurisdiction: 611600 Design Location. FL, MELBOURNE_REGIONAL_AP 1. New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple famtly Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ftz b. N/A R= ft 3. Nurnber of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft 1194 a. Under Attic {Vented} R=30.0 1194.00 ft b N/A R= ft' 7 Windows Description Area c. N/A R= ft= a. U-Factor• SgI, U=0.30 90.00 ft SHGC: SHGC=0.28 11 Ducts b. U-Factor� N!A ftZ a. Sup: Attic Ret: interior AH: tnterior Sup. R= 6, 300 ft SHGC 12. Cooling systems c. U-Factor• N/A ftz a. Central Unit Cap: 28.0 kBtu/hr SHGC SEER: 14 d. U-Factor N/A ftz 13. Heating systems SHGC a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor: N/A ft� HSPF• 82 SHGC 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. N/A R= ft' EF: 0.91 b. NlA R= ft' b. Conservation features c. N/A . R= ft= None 15. Credits CF, Pstat �� Y Built Modified Loads: 31.09 Glass/Floor Area: 0.07��p, F�� : PASS . � � ��..•�••..,�� 0 '�tal Baseline Loads: 39.93 � 4 ' ': � : � I hereby certify that th�lans and�c i� co�ered t�r Review of the plans and Q ,�THE �7'.gT� this calculation are in c3m�iapce with Florida Qiei�y � specifications covered by this y �� p Code � -p ; $ TE OF � � ` calculation indicates compliance �f :,� �r �, ��3 � �: �� with the Florida Energy Code ti a� i O PREPARED BY: ___ % � �'•• � ' � Before construction is completed � � DATE: _�__ ''' �______ this building will be inspected for V �� r � �� 1. `�� compliance with Section 553.908 * , I hereby certify that this buildin , a�s�dE�iy��ti��s�n compliance Florida Statutes. � with the Florida Energy Code �OD �� OWNER/AGENT: ____—_ BUILDING OFFI I • � __ DATE: DATE: ` _. 8/12l2010 11.42 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Tide. 2010-090 - FoR King Unit C1 Bedrooms: 3 Adress Type Street Address Building Type FLAsBuilt Conditioned Area. 1194 Lot # Owner• Total Stories: 1 SubDivision: # of Units: 1 Worst Case. Yes PlatBook: 8uilder Name: Rotate Angle 315 Street: Permit O�ce. ZEPNYRHILLS Cross Ventilation: No County• PASCO Jurisdiction. 611600 Whole House Fan: No City, State, Zip: ZEPHYRHILLS , Family Type. Multi-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp � Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 75 70 369 69 Medium ROOF / Roof Gable Roof Solar Deck \� # Type Materials Area Area Color Absor Tested Insul. Pitch Hip Composition shingles 1293 ft' 0 ft Medium 0.96 No 0 22.60000 ATTIC V # Type Venti�ation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ft' N N CEtLING # Ceiling Type R-Value Area Framing Fr Truss Type 1 Under Attic {Vented) 30 3194 ft 0 11 Wood WAILS Cavity Sheathing Framing Solar # Omt Adjacent To W all Type R-Value Area R -Value Fractio Absor. 1 W Exterior Frame - Wood 13 242.67 ft' 0.23 0.75 2 S Exterior Frame - Wood 13 388 ft' 0.23 0.75 3 E Exterior Frame - Wood 13 140 ft 0.23 0.75 DOORS # Ornt D oor Type Storms U-Value Area 1 W Insulated None 0 460000 21.01049 8/12/2010 11.42 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. � Overhang — # Ornt Frame Panes NFRC U-Factor SIiG St orms Area Depth Separa I�t Shade Screening 1 S=>SE TIM Low-E Single Yes 0 3 0.28 N 75 ftZ 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ftZ 6 ft 0 in 1 ft 0 in HERS 2006 None INFIL.TRATION � VENTING � ---- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0 00036 1127 7 OB 61.9 116.4 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wal� Perimeter Avg. Wall Height Exposed Wali insulation 1 382.8 ftZ 384 ft' 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Fiow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 HEATING SYSTEM # Syste Type Subtype Efficiency Capacity Ducts _ _ 1 Electric Heat Pump HSPF: 8.2 28 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF _ _ Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS � ---- Supply --- ---- Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft Interior 0 ft Default Leakage lnterior (Default) (Default) % B/12/2010 11 42 AM EnergyGaugeCR� USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans. Coaiing [X Jan X Feb [X] Mar rX Apr (Xl May fXl Jun (X] Jul (((X� Au (X Se X Oct X Nov X Dec Heating [X� Jan EX� Feb [X] Mar [X� A�r [X] Ma� [X] Jun [X] Jul [X] Aug EX� SeP X Oct X Nov X Dec Ventin [X Jan [X Feb �X] Mar [X A r [X} Ma [X] Jun [X] Jul [X] Au X Se Oct X Nov X Dec Thermostat Schedule� NERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD} AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 66 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #: ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CNECKLIST COMPONENTS ___ SECTION � REGIU IREMENTS FOR E ACH PRACTIC CHECK Exterior Windows & Doors ; N1 106.AB.1.1 Maximum: 3 cfmJsg.ft window area; .5 cfmisq.ft. door area. Exterior & Adjacent Walls N1106.A8.1.2.1 ' Caulk, gasket, weatherstrip or seal between: windows/doors & ' frames, surrounding wall; foundation & wall sole or sill plate; joints , between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates, between walls and floor � EXCEPTION: Frame walls where a continuous infiltration barrier is ' installed that extends from, and is sealed to, the foundation to the to late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION� Frame floors where a continuous infiltration barrier is installed that is_s ealed to the perimeter, penetrations and seam Ceilings : N1106.A6.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, so�ts, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate, attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and _. __ . _ __ : ; seams. t--- - — Recessed Lighting Fixtures I N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC � � ' rated, installed inside a sealed box with 1!2" clearance & 3" from I I insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.A8.1.2.5 Air barrier an erim of floor cavit between floors. Additiona! Infiltration reqts N1106.AB 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by al! residences.) COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters N1112.A6.3 Comply with e�ciency requirements in Table N112.ABC 3 Switch I —� or clearly marked circuit breaker (electric) or cutoff (gas) must be rovided External or built-in heat tra re uired. Swimming Pools & Spas i N1112.A6.2.3 Spas 8 heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal e�ciency of 78%. ___ Heat um ool_heaters shall have a minimum COP of 4 � � Shower heads N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems � N1110.AB I All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in I accordance wiih the criteria of Section N1110.A6 � __ __ I I Ducts in unconditioned attics: R-6 min. insulation HVAC Controls N1107.AB.2 � Separate readily accessible manual or automatic thermostat for _ _ ; each syste Insulation � N1104.A6 1 Ceilings-Min. R-19 Common walls-frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11 8/12/2010 11 42 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more e�cient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Pians) 9. Wail Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ft b. N/A R= ft 3. Number of units, 'rf multiple family 1 c. N/A R= fl 4 Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? Yes 10. Ceiling Types insulation Area 6. Conditioned floor area (ft�) 1 � g4 a. Under Attic (Vented) R=30.0 1194.00 ftz b. N/A R= ft 7. Windows" Description Area c. N/A R= ft a. U-Factor Sgl, U=0.30 90.09 ft SHGC: SHGG-0.28 11 Ducts b. U-Factor• N/A ft= a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ftZ SHGC• 12. Cooling systems c. U-Factor� N/A ft' a. Central Unit Cap: 28.0 kBtu/hr SHGC� SEER: 14 d. U-Factor• N/A ft 13 Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor• N/A ft2 HSPF:8.2 SHGC 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. N!A R= ft' EF• 0.91 b. N/A R= ft' b. Conservation features c. N/A R= ft2 None 15 Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �TKESrAr Construction through the above energy saving features which wi11 be installed (or exceeded) o F in this home before final inspection Otherwise, a new EPL Display Card will be completed �� 'i based on installed Code compliant features. ��„ �� Builder Signature• Date: � a�. ---.-._ ___._ — t � Address of New Home. City/FL Zip: �, - - -- e �.,,�� "Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your lndex is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. `''Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2 1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes20Q8 Air System Sizing Summary for AHU-C1 Project Name: 2010-090 • Fort King Apts 08/16/2010 Pre red b: SGM En ineerin 11•19AM Air System Information Air System Name ...._ .-- -. _. ... _._-_ ._ AHU-C1 Number of zones __-.-- _- --- .-- --. _ 1 Equipment Class --- -. _-_-- SPLT AHU Floor Area -. _.-. -_ ._-_._. --. .. _. _-_-1172.0 ftz Air System Type -__ ___.. __.._. _..__ S2CAV Location __. _. ._. _. _.._ -_. ._. Tampa, Fiorida Sizing Calculation Information Zone and 5pace Sizing Method: Zone CFM __ ... Sum of space airflow rates Ca�ulation Months ._.__ ____ .. ._. _ Jan to Dec Space CFM ._ Individual peak space loads Sizing Data __ ._. . Caiculated Central Cooling Coil Sizing Data Total coil load .__. ... ._. .... ...................... . 2.3 Tons Load occurs at ... ... ._ Jun 0300 Total coil load _ _. __.._. ._. 27.4 MBH OA DB / WB .__.._. __._. _. 75.9 / 72.4 °F Sensibie coil load .. _._ 24.1 MBH Entering DB / WB __. 73.2 / 82.5 °F _. ... Coii CFM at Jun 0300 _._ _.._. ._ 1316 CFM Leaving DB / WB .___._._ __ _. ... ._.._. ._. 56.3 / 55.3 °F Max block CFM .-- -. _. .....-- -- -- --- 1316 CFM Coil ADP -_ -- -.. .-- ---- --. ... --- 54.4 °F Sum of peak zone CFM ._. ... -. _- ---_. _. _. 1316 CFM Bypass Factor ._ _-_--_. .... .._. _.... ._-- 0.100 Sensible heat ratio __ _._ __._._._ _ 0.879 Resulting RH _.___ ._. _..__ 55 q, .. _. ft .-- ----- .- -- --._. ._ ... --- ---- -- 512.9 Design supply temp. --- .---- --- _. 55.0 °F BTU/(hr-ft -- _. _._ _- ----- _- 23.4 Zone T-stat Check _. _- .-._ -_ -_ --- --- _.-- ..1 oi 1 OK Water flow � 10.0 °F rise __.__. __. WA Max zone temperature deviation _. ._. ._. _._.__. 0.0 °F Central Heating Coii Sizing Data Max coil load ._.. -.-- ---- -- ----- -- ------. 14.6 MBH Load xcurs at ..._. ._— -------- ----- -- ... -- -- Apr 0600 Coil CFM at Apr 0600 .-. -__.__--- --- __.-- --- ._. ..._ 1318 CFM BTU/(hr-ftz) .. ... ... ... .... _-_. 12.5 Max coil CFM -._ .-. -_ .-- -_ ---- _-_-_-._-. --_-. 1316 CFM Ent. DB / lvg DB _. ._... .__. _ -_._. 56.4/66.7 °F Water flow � 20.0 °F drop -_ ___--_---_...--_. ---. ....... N/A Supply Fan Sizing Data Actual max CFM --------- ---- -----. .-- .---.------ ---1316 CFM Fan motor BHP .- -- ---- ---- --- ----- -- — --. 0.16 BHP Standard CFM -------- .-.- .. ... .... ... ...... .... .--- ------- 1316 CFM Fan motor kW ---- .-- ------- --,--- - -- ... 0.11 kW Actual max CFM/ft� -- .-- ------- ---- 1.12 CFM/ftz Fan static _ --- - - — ---- --.-.-. .. 0.40 in wg Outdoor Ventilation Air Data Design airfbw CFM _-- -. _._ 0 CFM CFM/person ._.......- -. ___.._. ... ... .... 0.00 CFM/person __. CFM/ft .. - - - -- --- ------- - -- - . 0.00 CFM/ft' Hourly Analysis Program v 4.4 Page 1 of 1 Air System Design Load Summary for AHU-C1 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b• SGM En ineerin 11:19AM DESIGN COOLINa DESIGN HEAl1NG COOLING DATA AT Jun 0300 HEA?iNG DATA AT DES HTG COOLING OA DB! WB 75.8 °F / 72.4 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Senslblo Late�t Senalble Latent ZONE L�ADS Details (BTU/hr) (BTU/F�r) Details (BTU/hr) (81U/hr) Window & S li ht Solar Loads 120 ft 1230 120 ft - Wall Transmission 707 ft 578 707 ft� 1666 Roof Transmission 1172 ft� 293 1172 ft' 1171 Window Transmission 120 ft 811 12p hz .{451 S li ht Transmission 0 ftz 0 0 ftz 0 Door Loads 21 tt 39 21 ft� 214 Floor Transmission 0 ft� 0 0 ft 0 Partitions 0 ftz 0 0 ft 0 Ceiling 0 ftz 0 0 itz 0 Overhead Lighting 1899 W 6478 0 0 Task Lighting 0 W 0 0 0 Electric Equipment 0 W 0 0 0 People 4 980 820 0 0 0 infiltration 330 2496 - 2866 1 Miscellaneous 0 0 - 0 0 Sate Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads ip73g 3g�g �0368 1 Zone Conditioning - 10903 3316 iO305 1 Plenum Wall Load 0°k 0 0 0 Pienum Roof Load 0°� 0 0 0 - Plenum Lighting Load 0% 0 0 0 Retum Fan Load 1316 CFM 0 - 1316 CFM 0 - Ventilatron Load 0 CFM 0 0 0 CFM 0 0 S�ply Fan Load 1316 CFM 390 1316 CFM -390 Space Fan Coil Fans 0 0 Duct Heat Gain / Lass 0°/a 0 0% 0 » Total System Loads 11293 3316 9914 1 Centrai Coolin Coil 24101 3319 0 0 Central Heating Coil -12808 9914 » Total Conditioning 11293 3319 9914 0 Key: Posltive valu� are clg loads Positive values are htg loads Negative values are htg loads Negative values are cl loads Hourly Analysis Program v 4.4 Page 1 0( 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Communi#y Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit C2 Builder Name: `t"'�, f ST 'r�C�� i• 1��ay �D� Street: Permit Office: ZEPHYRHILLS J City, State, Zip• ZEPHYRHILLS , FL , Permit Number: 1 i L( Z-- Owner• Jurisdiction: 611600 Design Location: FL, Tampa 1. New construction or existing New (From Pians) 9. Wall Types Insulation Area 2. Single farnily or multiple family Multi-family a. Frame - Wood. Exterior R=13.0 770.67 ftz b. N/A R= ft 3. Number of units, 'rf muitiple family 1 c. N/A R= ft2 4 Number of Bedrooms 3 d. N/A R= ftZ 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1194 a. UnderAttic (Vented) R=30.0 1194.00 ftZ b. N/A R= ft 7 Windows Description Area c. N/A R= ftz a. U-Factor Sgl, U=0.30 90.00 ftz SHGC: SHGC=0.28 11 Ducts b. U-Factor N/A ft= a. Sup: Attic Ret: Interio� AH: Interior Sup. R= 6, 300 ftZ SHGC. 12. Cooling systems c. U-Factor• N/A ftz a. Central Unit Cap: 28.0 kBtu/hr SHGC: SEER: 14 d. U-Factor• N!A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor: N/A n2 HSPF 8.2 SHGC: 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap� 50 gallons a. N/A R= ftz EF 0.91 b. N/A R= ft2 b. Conservation features c. N!A R= �= None � � � � � 15. Credits CF, Pstat Glass/Floor Area: 0.07��` � .J��I �y�uilt Modified Loads: 31.69 `� Q, �.• ��" •. �4, l�q�al Baseline Loads: 41.53 PASS � 1 hereby certify that the►�la s �nd s��i io co�;er� f�,¢ Review of the plans and ��THE ST,q this calculation are in o�mm�arlce �th Isyjda Et�e�y ` specifications covered by this - �Y = - O Code � � : � F u �: � � calculation indicates compliance ��` - _� �°'��, � . .- , � p'.�� ( R� P; �` with the Florida Energy Code. � „,, i r� ;�.", p PREPARED BY: ��'� •. `} Before construction is completed - � DATE: � _��______ this building will be inspected for � y � �/ �� compliance with Section 553.908 * �� ! hereby certify that this buildin s desi�gRed�,s in complia�ce Florida Statutes. ��,� with the Florida Energy Code. C 4D y�'L¢ OWNER/AGENT: _ _ ___ BUILDING FFJCI L: � DATE: _ DATE: ` � - - -- -- 8/12l2010 11.48 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title 2010-090 - Fort King Unit C2 Bedrooms: 3 Adress Type. Street Address Building Type. FLAsBuilt Conditioned Area. 1194 Lot # Owner• Totai Stories: 1 SubDivision: # of Units. 1 Worst Case Yes PlatBook: Builder Name: Rotate Angle 315 Street: Permit Office ZEPHYRHILLS Cross Ventilation: No County PASCO Jurisdiction: 611600 Whole House Fan. No City, State, Zip: ZEPHYRHILLS , Family Type. Multi-family FL , NewlExisting: New (From Plans} Comment: CLIMATE � IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 °10 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL_TAMPA_INTERNA71 2 39 91 75 70 645.5 54 Medium ROOF / Roof Gabie Roof Solar Deck \� # Type Materials Area Area Color Absor. Tested Insul. Pitch Hip Composition shingles 1293 ft� 0 ft Medium 0.96 No 0 22.60000 ATTtC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ftZ N N CEILING # Ceiling Type R-Va Area Framing Frac Trus T ype 1 Under Attic (Vented) 30 1194 ft 0.11 Wood WALLS Caviry Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor 1 W Exterior Frame - Wood 13 242.67 ft 0.23 0 75 2 S Exterior Frame - Wood 13 388 ft� 0.23 0 75 3 E Exterior Frame - Wood 13 140 ftz 0.23 0 75 DOORS # Ornt Door Type Storm U-Value Area 1 W Insulated None 0.460000 21.01049 8/12/2010 11 48 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. / Overhang � # Ornt Frame Panes NFRC U-Fa SHG Stor Are Depth Separation Int Shade Screening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 75 ftz 1 ft 0 in 1 ft 0 in HERS 2006 fVone 2 S=>SE TIM Low-E Single Yes 0.3 0.28 N 15 ft= 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING � --- Forced Ventilation -- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1127 7.08 61.9 116 4 0 cfm 0 cfm 0 0 GARAGE # Fi oor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height E Wall Insulation 1 382.8 ft 384 ft 64 ft 8 ft (invalid} COOLING SYSTEM # Sy stem Type Subtype Efficiency Cap aciry Air Flow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr cfm 0 75 sys#1 HEATING SYSTEM # System Type Subtype E�ciency Capacity Ducts 1 Electric tfeat Pump HSPF. 8.2 28 kBtu/hr sys#1 HOT WATER SYSTEM # Sy stem Type EF Cap Use SetPnt Conseivation 1 Electric 0.91 50 gal 60 gal 120 deg None SO�AR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft� DUCTS / ---- Supply --- --- Retum ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft Interior 0 ftz Default Leakage Interior (Default) (Default) % 8/12l2010 11 48 AM EnergyGaugeOO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans. Coolin [X Jan X Feb [X] Mar [X] r X] Ma (X Jun X Jui X Au X Se X Oct X Nov X Dec Heatin9 [X� Jan f X� Feb EX} Mar EX] Apr f 7C] May [X Jun f X� Jul X� Aug f X� SeP f X� Oct � Nov f X� Dec Ventin [X Jan ( X Feb X] Mar X) Apr [X) Ma [ Jun [XJ Jul X Au [X Se [X Oct X Nov [X Dec Thermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 SO 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 fi8 68 68 66 66 Heating (WEH) AM 66 6& 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/1?J2010 11 48 AM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #: ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECK�IST COMPONENTS ' SECTION REQUIREMENTS FOR EACH PRACTICE I, CHECK Exterior Windows 8� Do� ors � N1106.AB 1 1_ Maximum: .3 cfm/sq.ft. window area; .5 cfm/sqft. door area. _�_ Exterior & Adjacent Walls N1106.AB 1 2.1 � Caulk, gasket, weatherstrip or seal between: windows/doors & � frames, surrounding wall; foundation & wa�l sole or sill plate; joints � between exterior wall panels at corners; utility penetrations, i I between wall panels 8 top/bottom plates; between walls and floor i � EXCEPTION: Frame walls where a continuous infittration barrier is I � installed that extends from, and is sealed to, the foundation to the � top plate. � Floors I N1106.AB 1.2.2 I Penetrationsfopenings > 1/8" sealed unless backed by truss or i joint members. ) � EXCEPTION: Frame floors where a continuous infiltration barrier I , is installed that is sea�ed to the perimeter, penetrations and seam�s {- Ceilings N1106.AB 1.2.3 r Between walls 8 ceilings; penetrations of ceiling plane to top floor; � i � around shafts, chases, soffits, chimneys, cabinets sealed to I continuous air barrier; gaps in gyp board & top plate; attic access. � EXCEPTION: Frame ceilings where a continuous infiltration barrier � ' is installed that is sealed at the perimeter, at penetrations and � �_ ' seams. � Recessed Lighting Fixtures ` N1106.A6.1.2.4 � Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance 8 3" from I i � insulation; or Type IC with < 2.0 cfm from conditioned space, tested. � Mu lti-sto Houses N1106.AB.1.2.5 Ai barrier on perimeter of floor cavity b fl oors. � �---- i - Additional Infiltration reqts ! N1106.A6 1 3 Exhaust fans vented to outdoors, dampers; combustion space � � heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION I RE GIUIREMENTS I CHECK Water Heaters N1112.AB 3 � Comply with efficiency requirements in Table N112.ABC.3 Switch �I I or clearly marked circuit breaker (e►ectric) or cutoff (gas) must be � _� pro vided External or built-in heat trap required. Swimming Pools & Spas i N1112.A6.2.3 � Spas 8� heated pools must have covers {except solar heated). I � Non-commercial pools must have a pump timer Gas spa 8� pool j heaters must have a minimum thermal e�ciency of 78%. � Heat pump pool heaters shall have a minimu COP of 4.0. ; Shower heads N1112.A6.2.4 � Water flow must be restricted to no more than 2.5 gallons per �__m inute at 80 PSIG _ I Air Distribution Systems N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers � i � shall be mechanically attached, sealed, insulated and installed in I � � accordance with the critena of Section N1110.A6. _._ Duc in unconditioned attics: R-6 min. i I HVAC Controls N1107.AB.2 � Separate readily accessible manual or automatic thermostat for i —� each system. --- - r - Insulation ; N1104.A6 1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both N1102.6.1 1 � sides. Common ceiling & floors R-11. 8/12/2010 11 48 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 770.67 ft� b N1A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d N/A R= ft 5. Is this a worst case? Yes 10 Ceiling Types Insulation Area 6. Conditioned floor area (ft=) 1194 a. Under Attic (Vented) R=30.0 1194.00 ftZ b. NlA R= ftZ 7 Windows" Description Area c. N!A R= ftz a. U-Factor. Sgl, U=0.30 90.00 ftz SHGC SHGC=0.28 11 Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft SHGC: 12. Cooling systems c. U-Factor� N/A ft� a. Central Unit Cap• 28.0 k8tu/hr SHGC: SEER: 14 d. U-Factor• N/A ft� 13. Heating systems SHGC• a. Electric Heat Pump Cap: 28.0 kBtu/hr e. U-Factor: N/A ftz HSPF 8.2 SHGC. 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. N!A R= ft� EF 0.91 b. N/A R= ft� b. Conservation features c. N/A R= n' None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �HE ST Construction through the above energy saving features which will be installed (or exceeded) .`,�� _'�TE� in this home before final inspection. Otherwise, a new EPL Display Card will be completed ��',,,'�� -''°,� �, based on installed Code compliant features. �.�,,,, -�. �:�;��°, �o � Builder Signature: Date: � a -- -- ` � « Address of New Home: City/FL Zip: � c,'� -- - c , *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your lndex is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hottine at (321 } 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Buifding Construction, contact the Department of Community Affairs at (850) 487-1824 ""Label required by Section 13-104.4 5 of the Florida Building Code, Building, or Section 62 1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-C2 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11:19AM Air System Information Air System Name _ ._ _. _. _._ AHU-C2 Number of zones __._. ._. _ ... ._._ 1 Z Equipment Class _- __---_-_ ___. -_. --._ SPLT AHU Floor Area -__ -- _. _ - . _ - 1157.0 ft Air System Type _. _. _. ._. ._._ SZCAV Location ... _._._. ..... ..... _..__ Tampa, Florida Sizing Caiculation Information Zone and Space Sizing Method: Zone CFM ._. _. ._ .__ Sum of apace alrftow rates Calculation Months . _Jan to Dec - --- - - Space CFM ___. ._. Indlvldual peak space loads Sizing Data ___._. Calculffied Central CooUng Coil Sizing Data Total coil load -- _- .-.-. _ .-___. -. ._ .-_-. 2.3 Tons Load occurs at .-. _.---- _- _--. --__ ... _--. Jun 0900 Total coil load _ .-_- .--._. ._. _ 27.3 MBH OA DB / WB ._--- --- ----- -- .__. 80.4 / 73.7 °F -� - - Sensible coil load _. ... _._. __. _ _. 24.0 MBH Entering DB ! WB ._ __ _ ._. _. .__ ._. .__73.1 / 62.4 °F Coil CFM at Jun 0900 _- -_-- _- -_ .-_- --.--.1309 CFM Leaving DB / WB --__ --. _- ___... 58.2 / 55.2 °F ._ -- - Max block CFM _. ._. ._.._._ ._ _. _.. ._. 1309 CFM Coil ADP .__ ._. __ 54.3 °F - - Sum of peak zone CFM ..._. ._.____. _. ._. 1305 CFM Bypass Factor... ___. 0.100 Sensible heat ratio ._._. .. ... _. 0.879 Resulting RH ... .._._. _._. _ __. 5b % -- - ---- - - - .. Rz/Ton ... - --- -- - - � - - - - -. 509.2 Design suppiy temp. - - �- �-- -- - - - -- 55.0 °F BTU/(hr-ftz) - ---.-_ --- ---.. ... ._-- ------ _. ._ 23.8 Zone T-stat Check .. .-- _-.---- -_. ._. .---1 of 1 OK Water flow � 10.0 °F rise .__. .__.. ._..._... _._. WA Mau zone temperature deviation ._._._. __. ._. _ 0.0 °F Centrai Heating Coil Sizing Data Max coil load ... .----- ---- -- .----- --. ... .-- -- .._ 14.6 MBH Load occurs at .-.- -- -- -_-- --. Apr 0500 Coil CFM at Apr 0500 --- ---. -- .- .-- ---. 1309 CFM BTU/(hr-ft� - ---- --- .-_ -- ---- --- ----,--- -- -- _-..-- .---_--12.6 Max coil CFM _. .-- _-. --- --. ._. _-_ __ -.-.-- 1309 CFM Ent. DB / Lvg DB ..---. _... 56.5 / 68.8 °F Water flow � 20.0 °F drop __._- --._. _-._ --- --_._. WA Supply Fan Sizing Data Actual max CFM ._. ._. ...... _. .__ _._ _. 1309 CFM Fan motor BHP ._. ... _.__ 0.15 BHP - - - - ._._. ... Standard CFM ._._._ _. .__. ... ._ 1308 CFM Fan motor kW ... 0.11 kW - - - -� - -- -_. .... ... ..__ - -�-- Actual max CFM/ftz _ .. ... ...... ..... --- -- .___ 1.13 CFM/ft Fan static -- -. ._. - --- .._ --.-.----. ... ---- ---- 0.40 in wg Outdoor Ventilation Air Data Design airtlow CFM .__. ._.._. .. _._. ._._. __. 0 CFM CFM/person .__. .. ._. _ 0.00 CFM/person - - - ---- - - .... . . CFM/ft2 - -- - - - -- - - -. ._-. _. ...._ - -- - 0.00 CFM/ftz Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for AHU-C2 Project Name: 2010-090 - Fort King Apts OB/16/2010 Pre ared b� SGM En ineerin 11:19AM DESIGN COOLtNG DESIGN HEATiNG CDOLING DATA AT Jun 0900 HEATING DATA AT DES FiTG COOLING OA DB / WB 80.4 °F / 73.7 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensibis LateM Sensible Latent 2�NE LOAD3 Detalls (BTUfir) (BTWhr) Details (BTUThrj (BTU/hr) Window 8� Skylight Solar Loads 120 ft 2532 120 ft Wall Transmission 707 ftz 964 707 ft 1666 Roof Transmission 1157 itz 790 1157 ftz 1156 Window Transmission 120 ft 1111 120 ftz 4451 S ight Transmission 0 it 0 0 ft� 0 - Door Loads 21 ftz 53 21 ftz 214 Floor Transmission 0 ftz 0 0 ft' 0 Partitions 0 ft 0 0 ftz 0 - Ceiling 0 ftz 0 0 ftz 0 Overfiead Lightin 1874 W 6395 0 0 Task Lighting 0 W 0 0 0 Electric Equipment 0 W 0 0 0 People 4 980 820 0 0 0 Infiltration 696 2477 2829 1 Miscellaneous 0 0 0 0 Safety Factor 0°/a ! 0% 0 0 0% 0 0 » TotalZone Loads 13522 3297 10316 1 Zone Conditioning - 13585 3297 10681 1 Plenum Wall Load 0% 0 0 0 Plenum Foof Load 0% 0 - 0 0 Plenum Lighting Load 0% 0 0 0 Retum Fan Load 1309 CFM 0 1309 CFM 0 Ventflation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1309 CFM 388 1309 CFM -388 Space Fan Coil Fans 0 0 - Duct Heat Gain / Loss Oqo 0 - 0% 0 - » Total System Loads 13873 3297 10293 1 Central Cooling Coii 23968 3300 0 0 Central Heating Coil -9994 - 10293 » Total Condltlonin 13973 3300 - 10293 0 Key: Positive values are clg toads Positive values are htg loada N tive values are ht loads ive values are clg loads Houriy A�alysis Program v.4.4 Page 1 of 1 FORM 1100A-08 FLORlDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2010-090 - Fort King Unit C3 Buiider Name: `f'7 =� 1 �-- LpY'i G�G� ��(�i t�q �D R P Street: Permit Office: ZEPHYRHILLS �� City, State, Zip• ZEPHYRHILLS , FL , Permit Number• � �'L IZ Owner: Jurisdiction: 611600 Design Location: FL, Tampa 1 New construc6on or existing New (From Pians) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood, Exterior R=13.0 77�.67 ft b. N/A R= ft� 3. Number of units, if multiple family 1 c. N/A R= ft 4 Number of Bedrooms 3 d. N/A R= ftZ 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1240 a. Under Attic (Vented) R=30.0 1240.d0 ft' b. N/A R= ft' � Windows Description Area c. N/A R= ft' a. U-Factor: Sgl, U=0.30 105.00 ft= SHGC SHGC=0.28 11. Ducts b. U-Factor• N/A ftZ a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 300 ft SHGC: 12. Cooling systems c. U-Factor: N!A ft' a. Central Unit Cap� 28.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N!A ftz 13. Heating systems SHGC a. Electric Heat Pump Cap: 28.0 kBtulhr e. U-Factor: N/A ft� HSPF 82 SHGC 14 Hot water systems 8. Floor Types Insulation Area a. Electric Cap. 50 gallons a. N/A R= ft2 EF. 0.91 b. N/A R= ft2 b. Conservation features c. N/A R= ft' None '� � � � � ��, 15. Credits CF, Pstat �� ,F �+�,o��►�s-Built Modified Loads: 32.34 pASS Glass/Floor Area: � ..••••••. O �r �� h••'� EN ��'•. 9i �Total Baseline Loads: 42.38 = :' No.607 5 '; � I hereby certify thaQh�l�s and sp�i cations,c r�d by Review of the plans and � �TA7.� this calculation are� c�nplian� �loric{e�e�y specifications covered by this -_, p� Code. � � : ; � � calculation indicates compliance y : 'r;�� •s+ � O �• ��( � Q P': �/ � with the Florida Energy Code. ti =;''` ° r 0 PREPARED BY: �� • �'•• •• � �� Before construction is completed r� '?� DATE: �� S this building will be inspected for � ,b �// � � � � �`� �� compliance with Section 553.908 * r I hereby certify that this building, as designed, is in compliance Florida Statutes. � with the Florida Energy Code. i C0 13 {y�'C�� OWNER/AGENT: ____ ___— BUILDING FF IAL�� _ DATE: DATE: — 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 PROJECT Title. 2010-090 - FoR King Unit C3 Bedrooms. 3 Adress Type. Street Address Bui{ding Type. FLAsBuilt Conditioned Area: 1240 Lot # Owner Total Stories: 1 SubDivision: # of Units. 1 Worst Case� Yes PlatBook: Builder Name. Rotate Angle. 315 Street: Permit O�ce: ZEPHYRHIILS Cross Ve�tilation: No County� PASCO Jurisdiction: 611600 Whole House Fan: No City, State, Zip: ZEPHYRHfLLS , Family Type Multi-family FL , New/Existing: New (From Plans) Comment: cunnaTE ` IECC Design Temp Int Design Temp Heating Design Daily Temp V Design �ocation TMY Site Zone 97.5 % 2.5 °/a Winter 5ummer Degree Days Moisture Range FL, Tampa FL_TAMPA INTERNATI 2 39 91 75 70 645.5 54 Medium ROOF / Roof Gable Roof Solar Deck �� # Type Materials Area Area Color Absor. Tested Insul. Pitch Hip Composition shingles 1293 ft� 0 ft� Medium 0.96 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1194 ft N N CEILING # Ceiling Ty pe R-Value Area Framing Frac Tn�ss Type 1 Under Attic (Vented) 30 1240 ft' 0.11 Wood WALLS / Cavity 5heathing Framing Solar \/ # Omt Adjacent To Wall Type R-Value Are R-Value Fraction Abso 1 W Exterior Frame - Wood 13 242.67 ft� 0.23 0.75 2 S Exterior Frame - Wood 13 388 ftZ 0.23 0.75 3 E Exterior Frame - Wood 13 140 ft= 0.23 0.75 DOORS # Ornt Door Type Storms U Area 1 W Insulated None 0 460000 21.01049 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 WINDOWS Orientation shown is the entered orientation => chan ed to Worst Case. / Overhang v # Ornt Fra Pan NFRC U-Factor SH Storms Ar Dep Se I nt Shade Screening 1 S=>SE TIM Low-E Single Yes 0.3 0.28 N 90 ftz 1 ft 0 in 1 ft 0 in HERS 2006 None 2 S=>SE TIM low-E Single Yes 0.3 0.28 N 15 ftz 6 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION 8� VENTING / --- Forced Ventilation ---- Run Time Fan � Method SLA CFM 50 ACH 50 ELA EqLA Suppiy CFM Exhaust CFM Fraction Watts Default 0.00036 1171 7.08 64.3 120.9 0 cfm 0 cfm 0 0 GARAGE # Floor A rea Ceiling Area Exposed Wall Perimeter A Wall Heigh Exposed Wall Insul 1 382.8 ft� 384 ft� 64 ft 8 ft (invalid) COOLING SYSTEM # Syste Type Subtype Efficiency Ca Air Flow SHR Ducts 1 Central Unit None SEER. 14 28 kBtu/hr cfm 0.75 sys#1 HEATING SYSTEM # System Ty pe Subtype Efficienq Capacity Duc 1 Electric Heat Pump HSPF 8.2 28 kBtu/hr sys#1 HOT WATER SYSTEM # Sys Type EF Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Modei # Area Volume FEF None None ft� DUCTS / ---- Supply ---- --- Return --- Air Percent V # Location R-Vaiue Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ftz Interior 0 ft� Default Leakage Interior (Default) (Default) ° /a 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin X Jan X Feb X Mar X A r Ma X Jun Jul X Au X Se X Oct X Nov X Dec Venting €X� Jan �X� Feb �X� Mar �X� Apr �X May �X� Jun �X� Jul �X� Aug �X� Sep �X� Oct X Nov €X� Dec Thermostat Schedule� NERS 200fi Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 --- --- - -- -- Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating {WEH) AM 66 66 66 66 66 68 fi8 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A- Details ADDRESS: PERMIT #: ZEPHYRHILLS, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ R FOR EACH PRACTICE __ __ � CH Exterior Windows 8� Doors ' N1106.AB 1 1 j_ Maximum. .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB 1.2.1 � Caulk, gasket, weatherstrip or seal between. windows/doors & � frames, surrounding wall; foundation & wail sole or siil piate; joints i ' between exterior wall panels at corners; utility penetrations, � between wall panels & top/bottom plates, between walls and floor ; EXCEPTION: Frame walls where a continuous infiltration barrier is ' installed that extends from, and is sealed to, the foundation to the ! top plate Floors , N1106.A6 1.22 � Penetrations/openings > 1/8" sealed unless backed by truss or � I joint members. EXCEPTION: Frame floors where a continuous in�ltration barrier is installed that is sealed to the erimeter, enetrations and seams I_ _ J Ceilings N1106.A6 1.2.3 ' Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to � � continuous air barrier; gaps in gyp board & top plate; attic access. i � EXCEPTION: Frame ceilings where a continuous infiltration barrier � ' is installed that is sealed at the perimeter, at penetrations and — _ �__ � seams. _ Recessed Lighting Fixtures N1106.AB 1.2.4 i Type IC rated with no penetrations, sealed; or Type IC or non-IC � rated, installed inside a sealed box with 1/2" clearance & 3" from � I insulation; or Type IC with < 2.0 cfm from conditioned space, tested. � — --�--- Multi-sto Houses N 1106.A6 1.2.5 Air barrier on perimeter of floor cavity between floors. I _1 ---. Additional Infiftration reqts N1106.A6 1 3 � Exhaust fans vented to outdoors, dampers; combustion space I heaters comply with NFPA, have combustion air OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION ; REQUIREMENTS CH ECK Water Heaters N1112.A6.3 r Comply with efFiciency requirements in Table N112.ABC.3. Switch i or clearly marked circuit breaker (electric) or cutoff (gas) must be __t�rovided E�ernal or built-in heat trap requi�ed Swimming Pools 8 Spas N1112.AB.2.3 � Spas & heated pools must have covers (except solar heated). � � Non-commercial pools must have a pump timer Gas spa & pool i i heaters must have a minimum thermal efficiency of 78%. � � Heat pum� pool heaters shall have a minimum COP of 4 0 � -- — -- ---� — Shower heads N1112.AB.2.4 � Water flow must be restricted to no more than 2.5 galtons per minute at 80 PSIG. I Air Distribution Systems � N1110.AB All ducts, fittings, mechanical equipment and plenum chambers � I I shall be mechanically attached, sealed, insulated and installed in � accordance with the criteria of Section N1110.A6. � , Ducts in un conditioned attics: R-6 min. insulation � -� --- - HVAC Controls � N1107.A6.2 Separate readily accessible manual or automatic thermostat for , each system. I Insulation N1104.AB.1 i Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both � N1102.B.1.1 � sides Common ceiling & floors R-11. I 8/12/2010 2:14 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. , ZEPHYRHILLS, FL, 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame - Wood. Exterior R=13.0 770.67 ftZ b. N/A R= ft' 3. Number of units, if multiple family 1 c. N!A R= ftz 4 Number of Bedrooms 3 d. NIA R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 1240 a. Under Attic (Vented) R=30.0 1240.00 ft= b N/A R= ft 7 Windows'" Description Area c. N!A R= ft� a. U-Factor: Sgl, U=0.30 105.00 ftz SHGC SHGC=0.28 11 Ducts b. U-Factor N/A ft= a. Sup: Attic Ret: lnterior AH: interior Sup. R= 6, 300 ftZ SHGC 12. Cooling systems a U-Factor N1A ft' a. Central Unit Cap� 28.0 kBtu/hr SHGC' SEER: 14 d. U-Factor• N/A ft 13. Heating systems SHGC� a. Electric Heat Pump Cap• 28.0 kBtu/hr e. U-Factor• N/A ft HSPF 8.2 SHGC• 14 Hot water systems 8. Fioor Types Insulation Area a. Electric Cap: 50 gallons a. N/A R= ft' EF 0.91 b. N/A R= ft2 b. Conservation features c. NIA R= ft' None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Buitding �H� sr Construction through ihe above energy saving features which will be installed (or exceeded} ti p� _ A �E a in this home before final inspection. Otherwise, a new EPL Display Card will be completed y k�`,,�'%� _�.-�'� ':'c, r"Y t!F)lf' 4 :� =:. ,i..�`S�', V based on installed Code compliant features � ��` �a� � Builder Signature: Date: v A � � a . s Address of New Home: City/FL Zip� �. y'� �- ----- -------- GoD yvE'[�� 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "'Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 62.1 1 of Appendix G of the Fiorida Building Code, Residential, if not DEFAULT EnergyGaugeO USA - FlaRes2008 Air System Sizing Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts OS/16/2010 Pre ared b: SGM En ineerin 11:19AM Air System Information Air System Name __. .__. ...... ___ AHU-03 Number of zones _. ._ ....._. _. _ _. _ -- - Equipment Class .__ _. .. __. _. ._ SPLT AHU Fioor Area _ _. _. .. 1240.0 ftz Air System Type ._.__ _. .____. ._ __._. .__. SZCAV Location ... _._._. ._ Tampa, Fbrlda Sizing Calculation Information Zone and Space Sizing Method: Zone CFM _._ .__ _. ._. Sum of space alrflow rates Calculation Months __. ..__ Jan to Dec Space CFM _.. Individual peak space loada Sizing Data _._. _. __ _. ...... ._.._. ._. __._._ Calculated Central Cooling Coil Sizing Data Total coil load .. __ . ... ... ...... ... ...._ ... ... 2.4 Tons Load occurs at _ ..... ._. ._. Jun 0900 - - -... _. Total coil foad -. _- -_-__. ._. ..._ ._._. ._-_-._-_ 28.2 MBH OA DB / WB --. --. -_ _. 80.4! 73.7 °F - -- --_ Sensible coil load ____ ._. ._. ._ _. 24.7 MBH Entering DB ! WB ._. _.- ._ _. 73.2 J 62.4 °F - ..._. ._. Coil CFM at Jun 0900 1349 CFM Leaving DB / WB ._. __. _. _._. .. _..56.2 / 55.1 °F - -- Max block CFM .- -- -- -_-_-__ _ -- 1349 CFM Coil ADP _-. -. _ ... ... ..._. 54.3 °F - -- -� - - Sum of peak zone CFM ._. _. ._._. __. .___ _. 13A9 CFM Bypass Factor _ ._. ... _ .. _. 0.100 Sensible heat ratio ... _. ._ .___ ..._. .__. .0.877 Resulting RH _ _ _. __. 55 % ft -- _- ---- ---- --- -_ --- ._- -. _-. ... 527.3 Design supply temp. _--- 55.0 °F __- -- BTU/(hr-ftz) __- .-- -_ _. ._-_. --- -. _. 22.8 Zone T-stat Check -- 1 of 1 OK -- -- _ ---- Water ftow � 10.0 °F rise _. ... ._ _..__. _. ._. .. WA Max zone temperature deviation .... ... _ . ...... ... .......... 0.0 °F Central Heating Coil Sizing Data Max coil load --------------- --- _....- --. .-. _- _- .-. -_ _---- 15.0 MBH Load occurs at _-- ---___. ... -- Apr 0500 Coil CFM at Apr 0500 ---- .-.--.----- ... ... ------.-- -- -- 1349 CFM BTU/(hr-ft� -.__.._.-.-.---- .-- ----- 12.1 Max coil CFM ._. _. .__. _. _____.__ _.__. _ _. 1349 CFM Ent. DB / Lvg D8 __.._ _ _._ 56.5 / 66.8 °F - - - Water flow � 20.0 °F drop __........__.__. __ WA Suppiy Fan Sizing Data Actual max CFM .-. _- _- -.. ._. _- __. -_-. __-.1349 CFM Fan motor BHP -- -- .-- _ .- 0.16 BHP Standard CFM .-._-_ -.-.--. --- __- -_--- _._-_-_- --_-- 1347 CFM Fan motor kW ..._--- --. _- 0.12 kW - - �-- �- - Actual max CFM/ftz --. .--- --_._ _-.-. .-- .---_ --. .__- _._.1.09 CFMlft Fan static ... _ -. _ _ _.-- 0.40 in wg Outdoor Ventilation Air Data Design airflow CFM - -- ._... ....- .. -- 0 CFM CFM/person ... ..- - ,-_.- ---- --.--- -- --. _. _. 0.00 CFM/person CFM/Tt _--- -- ---. _ ---- .-- .-- .. 0.00 CFM/ttz Hourly Analysis Program v.4.4 Page 1 of 1 Ai� System Design Load Summary for AHU-C3 Project Name: 2010-090 - Fort King Apts 08/16/2010 Pre ared b: SGM En ineerin 11:19AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 0900 HEATING DATA AT DES HTG COOLING OA DB / WB 80.4 °F / 73.7 °F HEATING OA DB / WB 36.0 °F / 30.3 °F Sensible Latent Sensible Latent ZONE LOADS Detalls (BTU/hr) (BTWhr) Details (BTU/hr) (BTU/hr) Window & Skylight So�ar Loads 120 ftz 2532 - 120 ft - - Wall Transmission 707 ft� 964 707 ft 1666 Roof Transmission 1240 ft 846 - 1240 ft� 1239 Window Transmission 120 ft 1111 - 120 ft 4451 Skyli ht Transmission 0 ft 0 - 0 it 0 - Door Loads 21 ftz 53 21 ft 214 - Floor Transmission 0 ftz 0 0 ftz 0 Partitions 0 ftz 0 - 0 ft 0 - Ceilin 0 ft 0 - 0 ftz 0 Overhead Li hting 2009 W 6854 - 0 0 Task Lighting 0 W 0 0 0 Electric Equipment 0 W 0 - 0 0 Peopie 4 980 820 0 0 0 Infikration 746 2653 3032 1 Miscellaneous 0 0 0 0 Safety Factor 0°/a / 0% 0 0 0°/a 0 0 �� Total Zone Loads 14087 3473 1p8p2 1 Zone Conditioning 14184 3473 9931 1 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 - 0 0 Plenum Ughting Load 0% 0 - 0 0 Retum Fan Load 1349 CFM 0 - 1349 CFM 0 VentilaUon Load 0 CFM 0 0 0 CFM 0 0 Supp Fan Load 1349 CFM 40p 1349 CFM -400 Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 09'0 0 - 0% 0 » Total System Loads 14584 3473 9531 1 Central Cooling Coil - 24744 3476 - 0 0 Central Heating Coil -10160 - g531 _ » Totai Conditlonin 14584 3476 9531 0 Key: Positive values are clg loada Positive valuea are htg toads Negative values are ht loads N ative values are cl loada Hourly Analysis Program v 4.4 Page 1 of 1 Florida Building Code Online Page 1 of 2 ' ,+_ _ :�. �_ ,r- � z � �. �r _ x �=_ _-. � _ � � � � }' �`- � � � - �� -'`'� r'--.��€� _ � ��w'n � K x �� = _ � � _ _ "` � � �� _ =a` � � '�7�"v � _ x'�r �� ?� -` � �'� - *�r � � ' F #" . �� 4 � v� - � �_. � �vF €' R�" �� s t� ` &'�` � � - .� � "�' � � ° � F , "� S' ��- �Y -� - � ,�� a � f ��`� _ '�� P -� � � � - _ �� .. � .4� � -=�� ' - T: T �+ : , � � - � 3 ��. � � .��;a� , �� .. . r BCIS Home Log In User Registration Hot Top�cs Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search `� - ' � Product A roval -- . _.� �.�� " PP � � _ � USER. Public User � Product Approval Menu > Product or Apphcation Search > Application List > Application Detail '�?;��a.�::,a.; S:�i�?E�:,?A� ; ,a�= �;�� :� FL # FL13192 �.�'`; >:,•..� - � , ,_ ,F� ' Application Type New i �.'_;,�.: .� l �r .� � . �., -. Code Version 2007 _ , � .,�. , ��N��: k� - � Application Status Approved ' � �.x = $ ��'" `"° ° Comments ��°`* „F �s "�" � Archived i�-�-� � �``� .� - - '-�i�.= Product Manufacturer )ames Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technicai Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contrect Expiration Date O1/01/2011 Validated By )ohn Southard, P.E. - • Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) ttn'/hznxnx� flnri�al�niliiin�r ..rr.l,.,-1,.,- �++,+ ,a+l .,..,..,�,..,.».....—._.r'!�� v�__�T_._�_ni ni_�__T T__ �" _ t.., .tr, , .. ,.. ,....,,,, Florida Building Code Online �,,� �� Standard Yea ASTM C1186 ' 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated 11/04/2009 Date Pending FBC Approval 11/09/2009 Date Approved 12/09/2009 ------- - - - - - --- ----— -- --- - �Summary of Products i ' FL # Model, Number or Name Description j 13192.1 �HardiePlank Lap Siding HardiePlank, Cemplank fiber-cement lap siding i ' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RO II install-cemolank-south pdf Approved for use outside HVHZ: Yes FLi3192 RO II Install-hardieplan_k-hzl0,pdf , Impact Resistant: Yes Verified By• Intertek Testing Services NA Inc � j Design Pressure: N/A Created by Independent Third Party: No ! Other: For use in HVHZ install in accordance with NOA Evaluation Reports " 07-0418.04 FL_13192 RO A Ha rd iePlan k_Florida An_a_lysis 11-3 PDF � — � FL13192 RO AE NOA 07-041804 pdf — -� Created by Independent Third Party. Yes 8ack Next DCA Administration Department of Community AHairs Flo�ida Building Code On!!ne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-Z100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. �o�yriaht and Disdaimer Product Approval Accepts: � � � � Wr141�n ry Atcut�d rep�fr. 44..•//.�n•n.. fl....:.a..l.,,;1.7:.�..".«../««/«« .,«« ,741 .....�_.n�......�_"./'+Tt7Vn__....T_�_1_n/nl'�"TT__�rr_ ___.__ _rrr� _Trrl �ni�innnn , ea F� � � � - _ m -�,�+%' - �'t _,��, __ �� t..:��., _�� j'� q �,, �i � . � `,�.�"� 1 i �; �;� ._.i .� � ��" �.,� � �i�, � "�ys'�'` �i;:� G._3�'_ „ _,':,-�.u� � `�'�?C!'�:i: EFFECTNE AUGUST 2005 CEDAR SMOOTH = BEADED CEDAR � BEADED SMOOTH - COUNTRY ROUG HSAWN � i� ,u,ij !ii! �4:. s =�� - '`a.,_ ___ .; � . �.. ��'��_'�_ _ °e --_ _�'.��,� t ��iT f � - '1t'' � �3�-_ � _ -� �- . , �. ��v�1+iv — . {�.C" , � � -• - .'L_-- � �:f�I � I�`�� _ J � � � , . �.�':;1i� Tt'' �t=�`,.,'.��'fS�L .14,i�!�' � t„ _. _ . . :=�:.r;F�.��,: °.,�: �. . t: �. ��_�: �� t�i� r��r�L �,��r�; ��. $ ��> TN� :��cjc,uc �- a�� . L � .. , �,-, ;- �, ��„�� ,��t��.;�,�.�� Q �� ; ��<. � i��R�� Store flat and keep dry and our000RS INDOORS COV@�@d pf10► t0 Ii1S�II8ti0fl. 1. Posflion cutting stafion so ihat wind will blow dust away irom user 1 Cut onty using score and snap, or shears (manual, elecMc or pneumafic). Instaliing siding wet or saturated and others in working area. 2. Position cutting stahon in weit-ventilated area may result in shrinkage at butt 2• Use one of the following methods: j oints. Car lanks on ed e. a. Besr. i. Score and snap ry p g ii. Shears (manuai, electnc a pneumatic) • NEVER use a power saw indoors Protect edges antl corners from b. Better. i. Dust retlucing circular saw eqmpped with a - NEVER use a a�ular saw blade that does not carry the Hardiebiade saw blade trademark breakage. The manufacturer is not HardiebladeTM saw blade and HEPAvacuum extrac6on - NEVER �y sweep - Use wet s�ppression or HEPAVacuum res onsibie for dama e caused b c. Good: i. Dust reduang cirr,ular saw wilh a Hardieblade saw blatle p g Y (only use for low to moderate cuding� IfTlpfOp@f �='�.�.-=� ; Impodant Note: For maximum protection (bwest respirable dust production), the Manufaciurer recommends ahvays using "BesP-fevel cutting methods where feasible. storage and ��`'�� -°"� r ��""' "�'' NIOSH-approved respirators an be used in conjunction with above cu�ing practices to furlher reduce dust exposures. Additional exposure information is available h211d�1i1g Of th@ y �"=� i at www.cemboardsiding.com to help you determine the most appropnate cutting method for your job requirements. If concem still exists about exposure levels or you pi'OdllCf. ' �� do not comply with the above practices, you should always consult a qualified indusMai hygienist or contact ihe Manufacturerior further information. SD003f05 ��^�� °��'��i�'�; • Cemplank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directiy to minimum 7/16" thick OSB sheathing". Irregularities in framing and sheathing can mirror through the finished application. • Cempiank° lap siding can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulationlsheathing, avoid over-driving nails (fasteners),which can result in dimpiing of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with locai building code requirements. The water-resistive bamer must be appropriately installed with penetration and junction flashing in accordance with local builtling code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). • Maintain a 1" - 2" clearance between Cemboard products and roofs, decks, paths, steps and driveways (figs. 4, 5& 6). Figure 1 Double Wall Single Wall • Maintain a 114" clearance between Cemboard products and horizontal flashing (fig. 7). Constn,ction Construction • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding W�er-resistive barrier Za o.c. max let-in bracing & trim (fig.8). ose n�tn��9 — • Install kickout tlashing at roof-wall junctions (fig. 9). � :� • Adjacent finished grade must slope away from the building in accordance with locai �� .—� � buiiding codes - typically a minimum of 6" in the first 10' � �� ; • Do not install Cemboard products, such that they may remain in contact with � ' �� ; standing water. �' _ i • Cemplank�' lap siding must be installed on vertical wall applications only. �__ , ; • DO NOT use stain on Cemboard products. i � 0(VST�LLATION: �oiNrr�►rM�r* -�3`! (Required for factory BuiR Color Frnish, Recommended fw Pnmed produc� __ ____ `-! It is not recommended to use caulk at field butt joints. j , �� i � �� `._ stud I ,'� _ s,� � � water-resistive Figure 2 ; -��r� - barrier i iiiil'/ "__ _ o o ° �°�� p� �mP , " -- o ° joint flashing" � o o - � ° ' ° oo ° o ° w�e1'•resistive barrier install planks in � o o '- `' °�� moderate contad � � o Af o o� fastener �-� o ° o 0 0 ° Install a 1 1/4' starter sWp W j ° � o ensure a consistent plank angle 0 0 Install factory finished edges together at butt joints. ieave a�ropriace 9ap �etween planks and Gim, then caulk"' ' If only nailed to sheathing, plank can be a maximum &114" wide and must be face nailed at 12" o.c. with 0.09' shank x 0221"liD x 1.5' long corrosion resistant na�s. '*As required by bcal building code "'Apply qulk in accordance with caulk manufacturers written applica6on instructions. WARNING: AVOID BREATHING SILICA DU8T Cemboard' products contain respl�abb crystalMe silka, wldch is known to the State of Califomla to cause pncer and is considered by U1RC and Nt0.SH to be a csuse of cancer from some occupatlonal sources. BteathYg excessNe amowt� af respirabla si�ca dust can also cause a disabling and potentlaly fatsl lung disease called s�lc�s, and fms been IlNced with otl�az d�eases. Some studles su�gest smoking may fnasese tlrese risks. During ir�stalladon or hard6ng: �1) xark in ouldoor ereas wilh ample ventilation� (2) use fiber cemeM shears for aAting or, where rnot fea�'ble� use a HxdieWade eaw biade and duat-rod�ing araAaz saw attachad to a HEPA vawum; () vram others in ihe irmnediate area; (4) wear a properly-fdted, NIOSH-approved dust mask or respirator (e.g. N- .gr�i in accordance wNh a�p�ic ��emment regu� a�n � �$ t Data Sheet availaWe at www.cem�rdsidf � a by c -877A 23 F� URE TO AD TO UR WARNINGS r SD AND INSTALLATION INSTRUC'fIONS MAY LEAD TO SEPoOUS PERSONAL INJURY OR DEATH. � CEM0802-P1/4 9/08 ,.i%, i'$ __ - ;�s_¢�3�`-L. �� Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof antl vertical compliance with local building code clearance �eetween between Cemboard products surfaces, flashing and counterfiashing requirements for clearance between the Cemboard products and and tlecking material. shail be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Fiyure s driveways. Provide a 1" - 2" clearance between the water-resistive R S�Ud roofing and the bottom edge of the barrier -� - Fi ure 4 siding water -°�i 9 resistive siding and trim. \( (! " � I bartier Figut'e 6 concrete ��, deck matenal � -= _-__ -_ ; �^ _ p� foundation �� _ . - P - 2' 1 --��.! � '^ Zn _ -- 4 �� t _,_,�.�<; .. ,s � ��1C°-�- � i - �,% joist - - � flashing ��-�'� Cemplank� ' ' � - ledger ---- --- �6" min. lap siding ---------- ' — , fiashing Figure 9 ; , ��C��1 i ��,�� Maintain a 114" clearance Maintain a minimum 1" gap Stepflashing /`'` �' Because of the volume of water that can pour beiween the bottom of between gutter end caps and �R-adhering down a sloped roof, one of the most critical Cemboard products siding & trim. ineni , j flashing details occurs where a roof intersects and horizontal flashing. � � a sidewall. The roof must be flashed with Do not caulk gap. Figure s �� e step flashing. Where the roof terminates, --*•p � 4a - install a kickout to deflect water away from Figure � the siding. Drip edge ��-- S�a��s It is best to install a self-adhering membrane Do not 114�gap S � d �� 9 - y�; ousewrap on the wall before the subfascia and trim Caulk boards are nailed in place, and then come , `=� - back to install the kickout. ' flasn�� = _ � ras�;a Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding ��" '�` and the end of the roof intersection, instali a"kickout" of sufficient fength and gutter and end cap angle to direct the water running down the roof away from the siding. `s ��Q��{�� Blind Nailing is the preferred method of instaliation for all Face Nailing should only be used where required for high wind areas and must not be Cemplank� lap siding products used in conjunction with Blind Naiiing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) • 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09" shank x 0.221" HD x 2° long) Screws - Steei Framing Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1l4" long • Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8" long x x 0.375" HD) Screws must penetrate 3 threatls into metal framing. D.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast� nails or equivalent • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long} (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" OSB minimum 7116" • Siding nail (0.09" shank x 0.221" HD x 1-1l2" long)• • 11ga. roofing nail (0.121"shank x 0.371" HD x 1.75" long) 24� —_�--•; • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). St"d � p,C. max. stud �� Flgure 10 Figure 11 1 1/4" min. O.C. max. — -- - overla water-resistive Minimum oveAap p barrier o for Both Face � i � o i and Bllnd Nailing _- � � blind nail ' --�" o� � 3/4"-1" - _ - - J - - _--r r i o _ � min. 1 1/4' � � � o face nail overlap I t � � I � I � water-resistive i water-resistive 1 1/4" min. � barrier barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. # The illusVatlon (figure 9) and assoaated text was reprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscriptlon ir�ormation, visit www.jkbn�ne.com ` When face nailing to OSB, planl� must be na greater than 91/4" wide and fasteners must be 12" o.c. or less. "Also see General Fast�ing Requirements. CEM0802-P2/4 9/08 . _��c ��;� ��g��e��I�� =,�# $�t�� • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanizetl Local Building Codes have specific jurisdiction. Consult the manufacturer's nails, The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to sitling and framing. Cemboard� products near the ocean, large bodies of water, or in � Fastener heatls should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. • If naii is countersunk, caulk nail hole antl add a nail. (fig. B) ;; ;� j j ��-�� • For wood framing, under driven nails shouid be hit flush to the plank with a Cemboard products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is driven snug with the surface of the siding. A flush Snug Flush mount attachment on the pneumatic tool is recommended. This wili /'� Countersunk, � � help control the depth the naii is driven. If setting the nail depth proves � t� � caulk 8� di�cult, choose a setting that under drives the naii. (Drive under driven �y add nail nails snug with a smooth faced hammer - Does not apply for installation do not under S APLE to steel framing). Figure A Figure B drive nails ��=,�l�i_�Ct�C� r�aGl�Tl�€:� For best results use an Elastomeric Joint Sealant DO NOT use stain on Cemboard products. complying with ASTM C920 Grade NS, Class 25 or Cemboard products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. CaulkinglSealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. ��RY BUILT ��L�R �`E��LQ�Y C�U�.�C��#G, ��N-l�� : L��1�lATE • Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Cemplank� lap siding with Factory Buiit Color technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer • Treat all other non-factory cut etlges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. ��i�1�'ING CEMB()ARD� SIDING AN[� �'RiM PR�DUGT� WiTH FACTORY BUILT �,�LOR TE�FiNt�L�GY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: • Ensure the surface is ciean, dry, and free of any tlust, dirl, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oiUaikyd base paints on Cemboard products • Apply finish coat in accordance with paint manufacturets wntten instructions regarding coverage, application methods, and application temperature �.�11l�RAGE CHART/ES�iMATIiV� GUiDE Number of 12' planks, does not include waste COVERAGE AREA CEMPLANK� LAP SIDING WIDTH LESS OPENINGS SQ 5114 6114 7114 1112 8 81I4 9114 91(2 12 (1 SQ = too sq.B.) (exposure) 4 5 6 6114 6 314 7 8 81/4 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 15T 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 . 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNRION: In accoMance xritli Hx-ES Legaq Report NER-405, Cemplank' lap sf9ng fa recogNzed as a suiabb akemale b tliat speclNed h: tha BOCJ1Netlonal BuNdng Code11999, the 1997 Standard Buildfng Code� fhe 1987 UnHam Buikiinp Code, the 1998 IntemaYaial One-and Two-FaiNy Dwel&ng Code, Ure 2003 Ytematlonaf BuAdFg Code, and tt�e 2003 Mtematbral Residentlal Code for One-and lYao- Famiy Dwel�ngs. Cemplank' lap sldeq � also recopnized fa appAcation in tlie toMowir�g Cily d Los Mgeles Research Report Na 24882, StaOe of fbrida NaUg FLN889, Dade Canly, Florlda NOA No. 02-0729.02, U.S. Dept of HUD M�iek Rel�se 1263c, Texas Deparhnent d Insurance Ptodud Evaluation EG23, City � New Yak MEA T2�93M, and Cahlomia DSA PA-019. These da7nnerds shouW also be cansuMed for additlonal i�amadan cmceming Cre suAaMlily oi tlis product fa apedAc appicatlor�s. CEM0802-P3l4 9108 v HardiePlank �/ y��, � �ames�Fiardie EFFECTIVE APRIL 2009 � ii`ialALLAiIUN (�EQUIREPv1C��(S - PRIMEu �k �ULOIiPLu� r'hCii;�t��Ia Visit,r�ti,�.�.�;�;csi,��a .�, �forthemostrecentversion. SELECT CEDARMILLo • SMOOTH - COLONIAL SMOOTH� - COLONIAL ROU�HSAWN�- BEADED CEDARMILLo BEADED SMOOTH • STRAIGHT-EDGE SHINGLE PLANK lMPOR`�'AN�": FAILURE�i't� INSTALl.ANq FiNISi� TH3S PRODUt,T I��?�GGJRD�ii�(�,� �tlii�i 4�PLlCABLE BUILDiNG t,pp�S��ii; ,;a;s�l�`4 h�a�5��;p: WRlTfENAPPLICATIONlNSTRUCTIONS �lIAY LEt��?0 PERSOtvAL;NJUPY,t'�F� �:i.E �YSi�NI PERFOR�it;4�lC�,'dIi�LAT� L=,��i_ �i�la�J:i°il.� i�i��t:4- :��dt� V�ID TNE PRODUCT QNLY WARftANTV. BEF{3RE INST�. i11TI0N, Ct3fU�IRM Ti iA( Y�.3� �1RE 1151�i�, Ti1E C(�flHEi.T NAflI�I�ZC�i�F i��i @3�,{:, i it3�!`�: 1�STl�LLATIt?N OF HZ10T�" PRODUGTS QUT51�E AN NZ10 LQ�ATIti?V 1(VlLL VOl�' �i'JJR WARHtaNTY. TO �ETERMIN� 1€UHiCN I�Ai��IFZC�N�- Aa'{'i ?�-�, TO YOUR LOCATION, VISITNIWW,HARDIEZt3NE.COM JR C�L� 1-866-942-7343 (866 9HARDiE) ]s �T(�fiAGE & HANDLING: � CUTTING iNSTRUCTIONS Store flat and keep dry and otlr�oais INDOORS covered prior to installation. Installing � Position cutting station so that wind will bbw dust away (rom user 1 Cut only using score and snap, or shears (manual, electric or pneumaticl. and oU�ers � waking area. 2. Position cutting statlon in well-ventilated area siding wet or saturated may result in 2. use one otme foibwing mettrods: shrinkage at butt joints. Carry planks a. aest: i. scae and snap ii. Shears (manual, elecfric a pneumatic) NEVER use a power saw indoors on edge. Protect edges antl corners b. Better i. Dus! reducing cicular saw equipped wim a - NEVER use a crcular saw blade That does not carry ihe HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade� saw blade and HEPA vacuum eutraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for c. Good: i. Dust reducing cFcular saw with a HardieBlade saw blade , (onry use fa lav to moderate cutting) tlamage caused by improper Important Note: Fa maximum protection Qavest respirable dust production�, James Hardie recommends always using "BesP' cutting methods where feasible. storage and �HoSli respkarors can be used n conjunction wiUi ahwe cutting pracGces to furfher reduce dust exposures. ,�tiditional exposure information is available at www.jamesharcke.com to help you detertrine tlie most appropriate cutting rnethod for your job requirements. If concem stili ex�ts about exposure levels or you handling of the product. do not comply with ihe above practices, you should ahvays consutt a qualified indushial hygien�t a contact Jarnes Hardie for further information. �;ENERAL REQUIREMENTS: � JB311 � • HardieP�ank� lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing antl sheathing can mirror through the finished application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulatioNsheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching sitling over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap'" Weather Barrier, a non-woven non-perforated housewrapl, which complies with building code requirements. • When installing James Hardie protlucts all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the buiiding in accordance with local building Figure 1 Double Wall Single Wall codes - rypically a minimum of 6" in the first 10' Construction Construction • Do not install James Hardie products, such that they may remain in contact with standing water. wacer-�e5�sn�e name� let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. P �,,,� o , Za o.c. max. • DO NOT use stain on James Hardie� products. ose sneathing iNSTALLATION: JOINT TREATMENT* (Required for ColorPlus� Finish, Recommended for Primed product) �-;�� James Hardie does not recanmend the use of caulk at field butt joints. _,^. ��` `t; Figure 2 st d F water-resis6ve barrier � Bom �� plank t joiM flashing" r 3l8" hom � plankedge o � install planks in o o �, moderetecontact o0 0 ;; 00 , ° ��WatAr-iesisGve o bamer ° a o�o ;; ,,, o 0 0 o fastener '� � .i;!;�' o Install factory finished edges together at butt joints. o° o o � o Install a 1 1/4" starter sVip to 0 0 o ensure a consistent plank angie `For otherjanting op6ons, refer to local building code or NER 405 0 0 "*As requ'ued by locai builyding code "'Apply caulk in accordance with caulk maiwfacturers wrilten appication instnktions. leave apaopriate gap between ' For addidonal information on HardieWrapTM Weather Bartier, consu� James Hardie at 1-866-4Hardie or www.hardiewrap.com P�"� ��m, then caulk� WARNING: AVOID BREATHING SILICA DUST James flar�e' producls contain respfraWe crysfaYne sifca, whiM ia krawn b Cie S�te of CaMomia to cause cancer an�l is conside�ed by WRC and NIOSH to be a cause of cancer from some xcupadonal sources. &eatldng exoessive �Is of respirade sNN�a �st can also cause a dbading and potentlally fatel lug dbease ca�d sionsia� arid has been Iinked with other �,seases. Sane sludiea su est smokng may Inaease tl�eae dsks. Du�insteNatlon a handlNg: (t) wak in addoar areas with ample ver�detlan; (2) use flber certbM shaers ta aAtlng or, whe�e not feasible� use a Hard(eStade�saw blade and dwt-reduting cradar saw Eo a HEPA vawum; (3 wam ofhers k� the Immediate area; (4) wear a properly-fllled, MOSH-apprwed d�st mask or respirator (e.g. N-9� In accordance with applicade gaemmeM regdedons and manufacWrer i�tructions M� imit respirable sica exposures. Durfng deaiwp, use H�A vaWUms ar wet cleanup methods - never dry sweep. For further informatlon, rafer to our k�tallatbn Ina6ucBais and Materlal SaF�y Daq Sheet avaN�le at www.jamesherde.cam or by caling 1�00.9W1RDIE (i-800-942-7343�. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLAiION INSTRUCiIONS MAY L�AD TO SERIOUS PERSONAL INJURY OR DEATH. �, HS0920-P114 4/09 . E.,� >o� ,;° At the juncture of the roof and vertical - ` Maintain a 1"- 2" clearance between surfaces, flashing and counterflashing shall Install sidmg and trim products in compliance James Hardie products and decking with local budding code requirements for be installed per the roofing manufacturer's Maintain a 1"- 2" clearance material. instructions. Provitle a 1"- 2" clearance clearance between the bottom edge of the between James Hartlie Fi ure 5 siding antl the adjacent finished grade. g between the roofing and the bottom edge of products and paths, steps the siding and trim. FI ure 3 siding water 9 sr�d and driveways. �es�s'"e Fi ure 6 water � barrier g i b��e� -- Figure 4 _ -_ � �° _ z^ ' � �° deck material �, � � �-- _ _ � „ 2 . /f concrete � " fountlation L - -� � 1`'2" � �` �� 1 � - joist flashing '— I ledger HardiePlank� =' ^F .a flashin ao ��6" min. lap siding Figure 9 �, Maintain a 1/4" clearance Maintain a minimum 1" a s'e i�' ��'� �� g p Because of the volume of water that can pour down between the bottom of James between gutter entl caps and Sel4adhermg ' a sloped roof, one of the most critical flashing mem�a e Hardie products and horizontal siding & trim. �� details occurs where a roof intersects a sidewall. flashing. �o not caulk gap. Figure 8 ,,r-�"� eav�s�ma_ e The roof must be flashed with step flashing. Where ` '��'� the roof terminates, install a kickout to deflect water � ?�. __�"" - - flasnng . Figure 7 - away from the siding. -�- :-- Dnp edge �,-- s�d�n9 �'� It is best to install a self-atlhering membrane on the Do not va gap sid�n9 _ wall before the subfascia and trim boards are nailed CaUlk � - - _ - ousewrap -- in place, and then come back to instalf the kickout. '°'��'.: ' , - rasc�a Figure 9, Kickout Flashing; To prevent water from dumping behintl the siding and the _ easnm9 - - end of the roof intersection, install a"kickouY' of sufficient length and angie to direct the gutter and end cap water running down the roof away from the siding. fASTENER REQUIREMENI'S �* Blind Nailing is the preferred method of installation for all Face Nailing should only be used where required for high wind areas HardiePlank� lap siding products and must not be used in conjunction with Blind Nailing BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing • Siding nail (0.09" shank x 0.221 " HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) . Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbetl Wafer-head or equivalent (No. 8 x 1 1/4" long • Ribbed Bugle-heatl or equivalent (No. 8-18 x 1-5/8" long x x 0 375" HD) Screws must penetrate 3 threads into metal framing. p.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast� nails or equivalent .�& F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) (010" shank x 0 313' HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" OSB minimum 7116" • Siding nail (0 09" shank x 0.221" HD x 1-1/2" long)' • 11 ga. roofing nail (0.121' shank x 0.371" HD x 1 75" long) • Ribbetl Wafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). scud 24�� -'—� O.C. max. z4" Figure 10 Figure 11 � va^ min. stud O C. max. overlap water-resistive Minimum overlap � barrier � for Both Face � � o � and Blind Nailing ; __-- o, , , blind nail _ - � i 3!4"-1" � - - i ' ' 0 � min. 1 1l4" �r ° face nail �_ o overlap i � I i i i i i water-resistive � water-resistive � barrier 1 1/4" min. barrier overlap Laminate sheet to be removed immediatety after instatlation of each course for ColorPlus• products. � lhe illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription infamation, visit www.jlconline.com. ' When face nailing to OSB, planks must be no greater than 91 /4" wide and fasteners must be 12" o.c. or less. '* Also see General Fastening Requirements. HS0920-P214 4I09 /y �o� '�'��z��e�� F�+S��N��C' R�Q�I��=t�'l�l'�' :� • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specifietl design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE Published wind loads may not be applicable to ail areas where James Hardie recommends the use of qualiry, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation fasteners. Stainless steel fasteners are recommended when installing � Drive fasteners perpentlicular to sitling and framing. Fastener heads shoultl fit snug against siding (no air space) (fig. A 1 James Hardie� products near the ocean, large bodies of water, or in • Do not over-drive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and atld a nail. (fig. B) ��E{��IIATI� �A;�T�EN��sa • For wood framing, under driven nails shoultl be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove antl replace nail) Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, � depth the nail is driven. If setting the nail depth proves difficult, choose a �� Caulk & � add nail setting that untler drives the naii. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive naiis STAPLE �,�u�.Ki�� :��r�rv� For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� protlucts. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100% Joint Sealant complying with ASTM C834 Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back-rolling is recommendetl if the manufacturer's written instructions or ASTM C1193. sitling is sprayed. �t�LORPLUS�� TECHNOLOCY CAULKING, TpUCH-�JP � ��v�INATE • Touch up nicks, scrapes and nail heatls using the ColorPlus� Technology touch-up applicator. Touch-up paint should be usetl sparingly If large areas require touch-up, replace the damaged area with new HardiePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removetl immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPius� product dealer. • Treat all other nor�-factory cut edges using the ColorPlus Technology etlge coaters, available from your ColorPlus product dealer PAlNTING JAMES HARDIE� SIDING AND TRIM PROD1lCT� 1[�ITH COLO#�PLUS� TEGHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surtace is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature �OVERAGE CHART/ESTiMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK° LAP SIDING WIDTH SQ 51/4 61I4 71/4 71/2 8 8114 9114 91/2 12 (1 Sc1=1oo sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 166 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 - 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under adering of produCt. RECOGNI710N: In accadance wilh ICGES Legacy RepoA NER-405, HardiePlank lap siding is recogn¢ed as a suit�able aMernate b that spepXed in: Ihe BOCH PlaUon� Bu�ding Codelt998, the 1991 Standard BuikJing Code, the 1897 UnNam guadrg Cade, ihe 1898 Inlemational One- and Two-Family D�velqrg Cade, the 2A03 Intemationai &alding Code, and Ihe 2pp3 IMemational Residential Code for One-and Two- Family Dwelhgs. Hart6ePlenk lap sit�ng is also reoogiized icx appticadon n rie idbwing: Cily oi Las Angeles Reseamh Report No. 24862, Sta� of Flodda istlng FLN889, Dade County, Fbrida NOA No. 02-0729.02, U.S. Dept of HUD Materiab Release 1263c, Texas Deparlment at Insurance Produd Evaluation EG23, Gly of New Yak MEA 223-9&M, and Ca�fornia DSA PA-019. These documents should also be consufled fa additional i�ortnation ca�cerning the suihebiGty of ihis producl far specific appicelbns. HS0920-P3/4 4l09 PR0,IECT RIO-2159-09 �NG(NEERING EVALUATION REP�RT FOR ATTACHlNG JAMES HARDiEOO SR��lD FiBER-CEMENT i�AP SIDING TQ WOOD FRAMED WALLS WITH VARICUS FASTE��IERS JAMES HARDIE BUILDING PRODUCTS, iNC 10901 ELM AVENUE FONTANA, CA 92337 TABL� OF CONTENTS PAG E Reference Reports and Resuits � Purpose of Analysis 2 Table 2a. Calculated Design load ( 093" shank x 2 5" lang siding nail) 2 Tabie 2b Gaiculated Design load (11 ga roofing nail) 2 Table 2c Galculated Qesign load (8d ring shank nail} 2 Table 2d Calculated Design load {8d siding nail) 3 Tabie 2e Calculated Design load (6d siding nail) 3 i able 2f� Calculated Design toad (8d siding nail) 3 Table 2g Calculated Qesign load (6d siding nail) 4 Table 3 Pressure to be Resisted for Exposure B 4 Table 4 Pressure to be Resisted for �xposure C 4 Table 5 Pressure to be Resisted for �xposure D 5 Design Wind Load Procedur�s 5 Table 7 Maximum Wind Speed {MPH - 3-sec gust) f�r Various Hardiplank width and Various Fastener Sizes 6- 19 Limitations of Use �9 As product evaluatar, the undersigned certifies that the listed products are in compliance witt� the requirements of the 2007 Fiorida Building Code PREPARED BY. RONAL� OGAWA & ASSOCIAT�S, INC 5801 WARNER AV�NUE, #376 HUNTINGTQN BEACH, CA 92649 \` ��\�� 1"y �� 11 �/l�� , 714-292-2$02 �� •'' �i' �� _ 714-847-4595 FAX ' E/V ' •,, � = . 41� , � : * _ �� , S7l{�� d � � ` A AF��ly ��FF�•"� '`\��`` ' r ��"��"��`�` � �� / � ��s�� Runaid Ogaura and As>oaatr,, Inr_ 5901 �✓VzmerAverue #3,'� ' Huntin��inn 8e�r.h t:�� 9�64}I �� 1 A) 29�-25Q2 oc.i :�� i 41 R4 i-4595 far f'rn�sU HW-?1S�a U9 lan;c t (,ur,din7 prOducts, Inr `1 � ;i,it ii; ii;; jt IC' F��n Avenue I oriU�na, i,A 9Z337 ;;� �-� � �➢� i� r � ' �� , t su;,-;ia2;'i��; • � �,, r ' �% _ , ,e ` °�� 1 �':�' r�p�"°� '. � �valuation Subject: _�� ' , , N��rdiePlank� Lap Siding � �' '#: °�{� � � ,�1 r_' t -� _ -� = �°� � � = James Hardie Trade Names• ',� �. i F{;�rdiePlar.k�a, CemplanK� '� ;;, � _ `aV^E7,'�, �� (� ' . j�� ; %. 1l'E '. �` . Reference Repons: f �� V �"� � � °''�S�.S' , ' ��;��'-, ��.,' � � 1) Intertek - VJamock Hersey - Authoriza6un to Mark HardiePiank f_ap Siding ��;` y� J �" �� ` t p � � k 2) Ramlech LaGoratories, Inc Report 1059�-96l73951/+STM E330f ✓ � f !:��'��f�� v � ��' �� s Transverse Load Tost, 5l16" Thick by 7 5 inch xide MardieFlank Lap Siding �nstalled or. 2XA Vt! fir reood stuas '�?'! {+; t 1 4'� �` +� � . space at 16 inches on center with a 0 Q93 inch shank 6y 0 222 inch head diameir�; by 2 5 inr,h lonc� F�al aa�uted sidiny ; �a��! �+ �# � 3) Inspection Conr,ep(s RepoR IC 1�34-8F3 (AS7M E390i frons�derse load Test, 6!16" 7hicA 6y 9 5�nch wide HardieP�ark Lap SlUing installed on Z�;4 Heri F u woud s,��ds space at 16 inches on centerwith a Number 1 t gauge 1-3/4 inch long galvamZed reofin� naa b) Ramtech Labora[ories, Inc Report 2149-Q7-10 (Cj (ASTM E330) 7ransoerse �oad Test, 5/1fi" Thick Gy 8 25 inch wide HardiePlar.k t.ap Siding mstalled on 2Xy Goug-Fi�-�arcFi wocd stud> space at i6 inches o� center with an 8tl nn� shank box nail, �.113 inrh shank by 0 26D inch h?ad diairiFter by 2 375 inch lo�ig 5) Ramtech Laboratories, inc. i2eport 2149-07 10 (E) (ASTM E330� iransve�se Load Test, 5/16" Thick by 8 25 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Rrvl_arch wcwd s(uds space at 16 inches on cent�r with a 0.0�32 mch shank by 0.222 inch heed di0iTlatEf by 2 5 ItiCh IOfig QBIV2nIX2d SlUlflg �la�t 6) Ramtech l aUoratones. Inc Report 23A1-C8-05 (ASTb1 E330� Transverse Load Tesl, 5!16" Th�ck by 8.25 inch wida NardiePlank Lap Siding installed cn 2X4 Dcug-�ir-l.arch �vood sluds space at 16 inches �n c�nter with a 0.092 inch sbank by Q222 inch head diameter hy 2 inch lonc� 3alvanized sidinp nall 7) Ramtech Laboratories, Inc RepoR 214�-07-10 (F) (FSTM E330) Transverse Load Test, 5/16" ; hiek by 8 25 mch wide 1-IardiePlank I ap Sidiny installed en 2X4 Spriiee-Pine-Fur woacl studs space at 16 ir,ches on cenYer with a U.G92 mch shank hy 0222 inch head d�ameter hy 2 5 inch br7g �alvanized 5itlmg ns�il 8} Intertek Testing Services, inc, Report 3766993MID-604 (ASTM E330) Transvyrse load Test, 5;76" Thick by L3.25 inch wide f-lardleplank Lap Sidin� installed on 2X4 Spruce-P�ne-Firv�oocf studs space at 16 inchea on center with a 0 092 inch shank by 0222 inch head diameter by 2 inch long galvanized siding nad References: ASCE 7-05 2007 Florida Building Code 2006 Intemational Building Cade� 2606 Intematlonal Restde�tial CodePO Results: HardiePlank Lap Sidinc� complles with ASTM C 1 786 Standart7 Specifica6on forGrade 11, Type A Non-asbestos Fibar-Gement Flat Sheets. Table t, Results of T ranavar se Load Testin � Frame Design ,qrea Thickness Spacing Fastening Ultimate Load Tnbutary Fastener Report Number Test Agency (ia} VJitllh (in ) Frame Type (in ) MeGtod Faslener Type Load (PSF) (PSF) (sq ft) Load (ibs) � blind nail 0 099" shank X i 0593-�J6l1395 Ramtech 0.3125 � 5 ZX4 wood W- tbraugh top 0,222" HP X 2.5" Fir � edge of tong galv SiAmg �2 30.7 0 E333 25. , plank nail biind nail IC-1034-88 �nspactlon 0.3725 g,g ZX4wood t6 throughtop No.11 ga. t-3/4" Concepts Hem-Fir edge of Galv. Roofing nail 146-6 48 9 7_056 51.6 pla�k 2X4 wood �ce nail 8d ring shank box 2149-07-10 (C) Ramtech 0.3125 8.25 Dou -Fir- �g through nai1, 0.i 13" shank g p�ank x 0.260' ND X 296 98.7 0 917 �p.4 Larch ovedap 2.375" L 2X4 4vood hace nail 0.092" ahank X 2149-07-10 (E) Ramtech 0,3125 8 25 Dou Fir � g through 0.222" HD X 2.5" B` 253 04.3 0.917 77.3 Larch pla�k Iong galv. Siding oveetap nail 2X4 wood face nail 0.092" shank X 2341-08-OB Ramtech 0.3125 8 25 Dou -Fir- 16 through 0.222" HD X 2" 9 piank long galv. Siding �65 55.0 0.917 Sp.4 larch OVe�P neil 2X4 wood � nail 0.092" shank X 2148-07-10 (F) F�amtech 0.3725 8.26 Spruce-Pine- 16 ��h 0.222" HD X 2.5" 168 56.0 0.917 51.3 Fire P�ank lopg gelv. Siding overlap nail 2X4 wood face naii 0,092" shank X 37g8q83MID-D04 Intalek 0.3125 8.25 S ruce-Pirre- ig Wra�gh 0.222" HD X 2" P 143,4 47.8 0.917 43.8 Fire pl�k long geh. Siding ove�tap naii Page 1 F,en�:d Oya�rra �nd r�s,�uc�aies.lnc 5901 Va'arr,e. F,ren:ro #375 PiLnlli�gion'r7eacii <:a y'?84� (714) 292-26'�2 celi (7141 837 �i.5ii5 (ax S'rol°c!: RIO-2 �5? �9 " ,.,i:��r _ �:aru:c [�udd.na Ptaduc:ls. inc , �:rti F,:•� hvenu:� . �, ;[ ;��.. . � �:i';:ir :_1't�1 G�".L ;.i=V.! P��rpuse. , 'h�s anaiysis is to detemt�rte the rnaximurn wind 3peed to be resisted try ar asSemhW �f Hard�eFlark lap �iding iasizr.ed to wriod framing r�d'n siding r*ails or r;:�t�nr; na3is Ey prap�rtionin� :he tribulary area to each fastener, the tlesign load to each tastener will ue kep: constant, Ey do4n� so, the desic�n toad fo� varui;s HardiePlank r,�du�= and stud spacings will b4 detennined Tabie 2a, Gaicula2etl Qesign l.oads 8ased on Gonstant Fastener Load, 0.091" Shank X 2.5" l sidfn� r�ail, W-Pir Studs, fastenars concealed (bliii�3 naill Ch..:-H fur ies�rlts :,sir:g 7.5 inch plonk values from f2eport NumGer 7Q593-96/1385. The fc,lrov+�n� exar*�y e.+i�! demnnstratc the basic ar,atysis: Desipn load = ultima?e tailure load/FOS = 92psf/3 = 36.7psf Area tnbutary = plank v:idth X;sWd sp2cingl144) = 7.5 X(16Ii 44� = L1.8i3 squaie frnt Fastener toad = design �oad X tnbutary area = 30.7 X 0.833 = 25.6 p�unds Caiculated desic�n load = fastener Ioad tested condition divitled by area t.itutarv tar the cer.di5on to Ge c�iculated �--------- St�d Area 1 Area D._s�gn Hardie�'lank �Thdth Tested Spacing Tnbutary pesign Load Fastener 5��d Spacing Tr.Butary t oad pnchEes7 CondiNon (inches) (s .ft.) (PSFI Loed Qbs) !inches) (sq.ft ) (,PSF) 5,LV 16 0.5833 43.81 24 0.8; 50 29 2�1 g Z� 16 0.8944 36.Ba 24 �.0417 24.53 7 tE 0.8086 3172 24 ?2083 2115 7.� 92 76 0.8939 �0.67 26.56 24 's.25C� 20.44 g 16 0.8889 28.75 24 1.3333 13.t7 � z�, 16 0.9167 27.68 24 1.3750 16.5� 9 t6 1.0278 24.86 24 1.5417 15.58 g 5 S6 1.Q558 24.21 24 ? 5833 16.14 ±z ! 18 1.3333 7s.t7 24 2COfi0 1a.78 7abie 2b, Calculated Dasign Loads Qasad on Constant Fastener i.oad, No. 11ga. RooFng nail i-314" L, Hem-Fir Studs, fasteners concealed (blind naip Check for results using 9.5 inch piank valuas from Report Number IC-7034-88 Destgn load = uitimate faiiuce loadlFOS = 746.6psff3 = 48.9 psf Area tributary = plank witlth X(stud spacing1144) = 9.5 X(181144> = 1.0558 square feet Fastener luad = design laed X lributary erGa = 48.9 X 1.0556 = 51.8 poonds Calculated desi n load = fasiener �oad tested condiqon dNided by area tributary for tha condition to be coiculated Stud Area Nea Design li:�rd�ePlar:k Width 7osted Specing Trilwtary Design Load Fastener Stud Spacing Tnbutaq� L�ad pnches) CondiBon (inches) (sq.ft.� (PSF) Load (Ibs) pnches) (sq.ft.? (PSF) 5.26 16 0.5833 88.43 24 0.875� 58.95 625 1S Q.B944 74.28 24 1.0417 A9.52 7 28 16 0 8056 64.03 24 1.2�J83 +�2.59 7 5 16 6.833� 51.90 24 1.2500 AL27 8 10 0.8888 58.03 `24 1.9333 38.b9 8.25 16 0.91fi7 56.27 24 1.3750 a7.51 9.25 16 1.0278 50.19 � 2d t.5477 33.d6 g,g 1b8.8 18 1.0858 48.87 51.58 24 7.5833 32.58 �2 16 1.3333 38.89 24 20000 2.79 7abls 2c, Caiculated pesign Loads Based on ConsEant Fastensr Load, 8d (23/8"L) ring shank box naii, DpL Studs, fasteners expased (fnce naif) Check for results using 8.25 inrh plenk vaiuea fiom Repod NUmber 2149-0?-10 (C) Dasign load = uftimate feilure loadiFOS = 296psft3 = 98.7 psf Area triputery = plank width X(stud spaang1144) = 825 X(18/144) = 0.917 square feet Faetener load = desfpn ioad X Uibutery area = 98.`7 X 0.917 = g0.4 pourtds Caiculated desi n load = fastener Wad tested condition divided b area vibutary tor the condition to bo calculated SWd Area luea Design NardiePlank Width TasEed Spacing Tributery Desipn Load Fastener Stud Spacing Tdbutary load (inchea) Cpndition (inchea) ( .ft. (PSF) load (Ibs) pnches) (sq.ft.) (P8F S,y 18 0. 33 155.05 24 0.8750 103.37 6.25 18 0.8 f 30.24 24 1.0417 86.83 7.25 78 U. 58 712.�8 24 12083 74.85 y.g 18 0.8333 .S3 24 t.25�o 72.38 �1{141111tltllfl)/ g 19 0.8889 10.76 2A 1.3333 87.83 e�AI B.25 288 18 0.9187 9E.67 90.44 24 1.3750 65.78 ��\��\\ ��` •�'i� ��ii� g,ZS 18 1A278 88.00 24 1.5417 58.67 �� c 9.5 18 1. 58 85.88 24 1.5833 57 12 � '• �7 • .• , 12 18 1.3333 87-83 24 2.0000 46.22 . ti 2 � �`'� ' _ �� t� : :w� - r �.�4F",'.'� Y +' � � ~ � .�l ��'( � � � � `� a.. r y,j � Page2 ' 'f�ti��k r1►ti''d� t n�� • S�f)1 LVt:nc: Rvei:ue ll3%6 Hurdngton F'..,nch ':A N2�,4J (' 7 4� ?':_'-?602 ::,�� (; 1 �i; ��<<i-a°'s... �:.. 4:'it&,� � i:}.. �.�: -. ,,. u. �'.,i.; � �tu:l�.�� r n:ti;:[;:- ,� I r , ,. ,,,c, �,� ,�, nn.< .,� . -..�_ � '.,�., • �4.� t i"nbie 2:1, t,aiculated Uesign Loads Base�1 on Constant fasfener Load, 8d Siding nail ;0 69a° ��;nkl, DF� 5hads 'asteners exposed (tace a.:,t; �;�;k +��r .: s_:Its usin9 8 25 ir:eh piank vahies trem Report Nennt�r 214:J-07 1C (E) t iesi�n toad = ulhmatE; faiNte Iqud/FOS = 253ps(!3 = 6A 3 psf �irea tnbutary = plank vndth X(stud sp2ctngii 4A) = 8 25 X(16/t 0.4) = 0 91 squaia te�t Fastener to2d = design toad X rnbutary area = D4.3 X 0 91T = 7? 3 poands ___ G�Iculated de5� n Ioad =tasterier toa�i tested condition divided d� a;ea tnbutery (or ine ro�idiEion in bc: calculated Siud At�a Area pesign NBrdiEPiank Y�fdti� Test2d Spac�ng T'rioutc^r�{ Desigr. Load Fastener Stud Spaany r;ibu�ary Laad i intihes� Condl4on (inches) (sq.ft ) (PSF? Load (Ibs) (it�chrs� (sq flJ (pSF) s-2`� 1B 0.5833 132.52 24 0875D 38.35 --- +3 25 _ t 6 0 B�J44 t 11.32 24 i Q417 i 4.21 _ % Z� 16 C.805� 95.97 R- 24 �- i 20$3 63.9II _ !6 0.6333 92.77 � --- 2a -- ; 25u9 G1.84 � 3 � i 6 0.888�J � 86 97 - - 2G ` 33�3 57.88 -- 8.26 253 16 0.9967 94.33 77.37 '4 �� - �.3; 50 � 56 22 � 3.25 16 1.0278 75 22 ---� 24 --- ': 541 i 5�.14 �� 16 1 0556 73.24 24 1.5833 48.82 ��..�- .�..__ 76 1.3333 57.98 24 ::0000 36.85 TabSe 2e Calculated qa5ign �.aads Based on ConstBnt Fastener Load, 6d siding nail �0.092" sbank), �FL Studs, tasteners exposed (face nail) C!�ecP tur resvlts usi�+.g 6.25 inoh piank values fmm Report Numbor 2341-08-06 Gzsian load = Wtimete failure IoadIF05 - 165psfP3 = 55 psf �rea tributary = plank width X(stud spaCiny/14q) = 8 25 X ff6i 144) = 0 97't ;qi;ar �`eet fastener load = desipn Eoad X fnbutary are2 = 55 0 X 0 917 = 50 4 pounds Ga,culatad ticsic�n load = f�stenor load iested conddion div:des3 by a�ea lrbu!ai} lor [h cor�di6on te !�e c;lcu:atr S;ud Are2 ,qrea Uesign HarciiePiank WSd�h � Ta,,{ed Spacing Tributary Des�g� Loac1 Fastener tiWd Spanr,g 1-ibutary Loa� ;ir.ches; Cor:dition (inr_hes) (sq.R.} (I'�SF} L�ad(ibs) (inches� �sq.tt.j ;PSF) � 5 25 18 0. 833 &8.43 24 0.8750 57.62 825 16 0.694A 72-80 2a 1.0417 48.40 725 te 6.8056 62.59 24 72083 ki.72 7 5 16 4.8333 60.5� 24 7 2500 d0 33 � 16 o.asas 58.72 24 1.3333 37.87 8.25 168 18 a.g�s7 � 55.00 50.42 24 1 3750 36.67 9 z� ]6 1.0278 49.05 24 1.5417 32,70 9 5 7 6 1.0586 47.7$ 24 1.5833 31.84 '7 16 1.3333 37.81 24 Z.0000 25.21 Table 2(, Calculated Design Loads 8ased on Gonstant Pastener Load, Bd siding nail {D,092" shank), SPF Studs, fasteners eaposed (face nail} �;hreck (or rsulls using II25 inch plank valu0s trom Raport Numbar 2148-07-10 (F! Ocasigr. loatl = ufamate faiture Ioad/FOS = 188pst13 = 56A psf Area tnbutary = plank vrldth X(s!ud spacing1144) = 8 2S X(i6Jt4d) = 2977 square `ee1 Faslener Ioad = �]esign load X iributary area = 56 0 X 0.917 = � 1.3 poun�s Calcufated desi n load = fastenet bad lested Cwidition diVided b area tributary for tho condition to be cai culated Stud Area Area Destgn t N�dth Tesled Spacinc� Tributary Design Lond Fastener Slud Spacing T�ibutary load (inr.h�±s) Condition (inches) (sq.R ) (PS� Load (Ibs) (inches) (sq.ft. (PSF) 525 16 0.5933 88,00 24 0 8750 5H.67 6.25 16 0.89�34 73.92 24 1.0417 48.28 7.25 16 p. 5B 83.72 24 1.2483 d2.48 7.5 16 0.8333 61.8� 24 1.2 00 41 A7 9 16 O.B889 57,75 24 1.3333 38.50 8.25 168 18 0.9t87 SB.GO 51.33 24 1.3750 37.33 9.25 16 1,0278 49.98 24 1.5417 33.30 9.5 18 i3O 68 48. 24 1.b833 32.42 �'"' 12 16 1.3333 98.60 24 2.0000 ` III►ll)�� /� ,��`�� '' % �� ENS. ,��f;. 4121 �,' - �� - STAT OF �'' ` � ' �' • FCOR��P'' � �` ``� 1 ��''�%�S�'ON �� `\` �f�,�l��, , Page 3 Rnnaitl O�a�va and Ass^riatas Ir,�: 5901 '+Nafner Aven�e, N3?6 Hu.�arr�tc�� Beach.:.i, �J±;i»9 .: t S; 25t S�Q2 �.eil p141 847-4595 fax - ?�m�ec.t: R! ,�.•rn:, f-I._lti�e� 6utl. �nq F'n;d::c's Inr. i �,;! l_ G,J9Rl1�; f(]IIIi]ftil �.:/\;i2.�i�( `)VI)-hi�-�.i�� 7:�bie 7_y, Caiculated Design l.oads Bascd on Constant Fastener Load, 6d siding nail (0.092" shank}, SPF Studs, fasteners exposed ,far.e nail; �.h�,r,k i�.i ��s�iits us:ng 8.25 u!ch p!ank :��0.ias fr�m Kepor! Plumber 3768993t�i[�-004 Oesiyit Icad = uliimate faiiure loadlFOS = 143.4psi13 = 4; .8 psf Area tn'butary = plank width X(stud spacing1144) _�i 25 X(i6i14d) = 0.917 square feet Fastener laad = desi�n Icad X hibuiary area = 47.8 X. 0.9i7 = a3.8 pour.ds Calcidated des��n Ioad = lastener ioad iested condition divided b area Inbulary tor the canditicn to be calc:��ated Stud Area Area Dasign !-I�rdle{'Iank VVid'le iesteti Spacin9 Tnbutary Design Load Fastaner Stud Spacing Tributary ! oad pnchas� Conc6liori (incbes� �s��.R.) 4PSF) Load (Ibs) t�nches) (s .R.) tPSF`, 525 1G 0.5833 75.11 24 0.8750 50.08 :i25 16 Q.8844 63.10 .�. 104�7 4206 � 25 � 16 � p 8Q56 54.39 2A 1.Z083 36 Z6 16 0.8333 52.58 2q 1 25�G 35 Q5 ' F 15 D.&889 49.Z9 24 1 3333 32 $G `� 8.25 14�.4 16 0.9167 47.80 d3.$2 2A 7.3750 31.87 9.25 16 t A278 42 63 24 5.5417 28.42 i3 5 1 F, 1.0558 41.59 24 1.5833 27 B7 12 16 1_3333 32.$6 24 2.�Y.}CO 2191 7able 3, pressures (PSF) to be ResisSed at Various LVind Speeds - Wind Euposure Category B, Kzt=1, i='I.J 1h7nd Speed (3-second usD AS 90 900 170 120 13Q 1A0 150 170 � Ex osure B 8 B B B B 8 B q A�]�ustmeN � fe. , ,r, = 17 4 19-5 24.1 29 1 34 ? 4�).? 47 2 54.2 o'i 6 He�qnt 1ft) facto� � ' t}i5 1 174 19.5 24.1 ?9.1 34.7 407 47.Z 54,2 69.6 2U 1 il4 19.5 24.1 291 347 49.; A72 54.2 9tJ.5 ��25 7 17 4 19 5 2A.1 29 1 347 4U 7 472 542 69.6 JO t 17 4 19.5 2R.1 29.1 34.7 40.7 472 54.2 29.6 35 1 C5 18.3 20.5 25.3 30.fi 36.4 42.7 :9.6 56.9 73.1 40 1.C9 19.0 21.3 28 3 31 7 37.8 A4 4 51 d 59.1 75.9 45 i 12 19.5 21.8 27.0 32.8 36.9 45.6 52.9 56.7 7&.0 50 116 26.2 22.6 28.0 33.8 40.3 472 54.8 62.9 80J 55 118 20.1 23.2 28.7 34.8 413 48.4 56.2 84.5 82.8 50 122 272 23.8 29.4 35.5 42.3 499 57.8 8.1 4.9 100' Kz = 4. 9 30.8 34. 427 51.8 1.4 72. t 83.6 �J8.0 1 3. "Frx hc��ht > fi0fl: Kzt=1 Ktl=O 85, 1=i GCp=1 B:GCpi=0.18; p-0.00256'KZ`Kzt'Ktl'V^2'I'{GCp3GCpi) Table 4, Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Kzt=1, 1=1.0 Wind S eed(3-second ust B5 90 100 110 12Q 13� 140 150 17D Ex osure C C C C C C C C C Adjushnent P�„� = 17 4 19.5 24.7 28.1 34.7 40.7 47.2 542 65.6 Height (ft) factor, i 0-15 1.21 211 23.6 29.2 35.2 42.0 40.2 571 65.6 84.2 2D t 29 22.4 25.2 31.1 37.8 44.8 52.5 60.9 69.9 &9.8 25 L�5 23.5 26,3 32.5 39.3 46.8 5A.9 637 73.2 �J4.b 30 1 4 2d.4 27.3 33.7 40.7 48.6 57.0 66.1 75.8 97 4 35 1.45 25.2 28.3 34.9 42.2 50.3 59.0 68.4 78.6 100.9 40 1 d9 25.9 28.1 35.9 43.q 51.7 60.6 70.3 $0,$ iQ3.7 45 1.53 26.8 29.8 36.9 44.5 53.1 82.3 T2.2 92.9 108.5 50 1.58 271 30.4 37.6 45.4 54.1 63.5 T3.6 84.8 108.8 55 1.59 27.7 31.0 38.3 d6.3 55.2 84.7 75.0 862 110J 10tl` Kz= 1. 8 39.2 44.0 54.3 85.7 78.2 81.7 t06.4 122.1 758.9 '�ar he�ght> 60R: Kzt=1; Kd=0.85;1=1, GCp=1.8;GCp1=0.18; p=0.00258'Kz'Kzi'Kd`V^2'1•(GCptGCpf) �\� � f 1 j�f/ .��`��,`. pGA ' �`��,`� �. •, '`-,, ; ,' �� :.. - _�. = w �x,��: e.� -�g � � �. � '� _..�c�� ,�ti -,, �. � ,� � ^ �� , �,��t � . { , ' ' ^ C� Pa9e 4 �Ibl�kWik4 � � Ron�id r)y�w� ann q,5on:j[es. !i 5[i01 !-:+&�naf;\d� �3,t, Fi�r�tu•�;�� f3ea�.r, C�� f)26;� ?i4; 292 3602 cFli t 7� 4'; S4 i-4 ;��5 ta: Fro�e��r REO-2i59-oJ ��:rrn��s �i.;rdu� Fi�aiqu,q PrnduCtc ;r�� .�... I!:I �5��?ii�l;? .�:i�_I, t (,r\:�_'�i7 I �$I)�:'t[�! �i[�: 1':,e01e 5, �>ressures (PSF) to �e Resisted at Vario�is Wind 5peeds -�Nind Ezposs�re Cake�ory D, Kzi=1, 1=i.0 j --_�__. .. ----_ '�Jod Speecl (3second gust) 85 M �OQ t 10 120 130 :q.� � 50 ?,� �� Ex asure D � D �� D ^ D 'u U i� p p a I Adjusfinent ---f hieit ht tr1� j Y�.x�r = 17 4 19 5 24 ? 29.1 34 7 4G7 � 4. ( Sd.2 69 0 3 1 facWr i � t _015 1 d7 25.6 28.7 35.4 42.8 51A 59.E F�9.4 79.7 i02.3 ?0� 1.55 27,Q 30 2 37 4 45.1 53 g 63.1 73 2 A,9A S07.Q �� 1.61 28.0 31.4 38.8 46.9 55 9 65 5 76 0 87 3 112. t ;t: 1.66 28.9 32A 40 0 4& 3 57.5 &7.E 78 k 90.Q 115 5 � �� '• 7 29.6 33.2 41.0 49 5 59.0 dD.2 80 2 W 32. ; 118.3 d� 1?4 30.3 33.9 41 :i 50.6 T 60.4 70 B 82. i S-0 3 121 1 � -T- 4f { 7. 4 &4 0 3fi 5 123.� L._.��_ t 78 3i 0 34.7 42.9 51.8 �1 B � �--- �+- 7.84 31 5 35 3 43 6 52] n2 8 73 7 85 G B8 1 �2B 0 �5 1.84 32.0 95.8 44,3 53.5 d3.8 74.9 86 d 9�3 7 128.1 ` ' i t � �0�� Kz = 1 43 44 5 4$.9 61.6 74.5 8$.i N�a. r. '12C.8 136.6 178J `For haicht � 60tf Kz!=�I, Kd=085 ki r�Cp=7 B;GCpi=p 1£3: p=0.00256`Kz'Kzl"Kd'V"2'I•(GCpiGCpl) -� I dL��S ? thtouc�ti 5 are basrd on v,SCE 7-05 and cnrsistent with the 2007 F!orida (3!iiidirg Cede Gesign 4Vrtd Loads. E��eatioii i, r� i7q?y,•K -K 'Y.: V"I :�, vnlocity pressure al hcipht z K, , velociry pressure exposure coe�cient evaluated et height z k. tppographic factor K, , wind d�reUionaliry (aGOr V 6asic wind speed (MPH� I importancu factor Equation 2, n=q GC� produd o1 extemai pressure aceffiae:nt and gust-effect factor GC., , p;oduct of intemal pressure coofficieN a�id gusl-eftect f�ctor p dtsigr pressure (2SFt for ciaddinp Subslitute q� mto EquaUon 2, n-r oozss•;�_•�:.,'�c,�v''�'lcc� Sofving for V V= ip!(0 00258"K,'K Table 8, Coe�cfsnts and Conatanta uaed in DetarmiNn Y Basic Wind S ed MPH 3-second uat K� Height (fq Exp B Exp G Exp D K�, i(d t GC GC D-15 0.7 0.85 1.63 h580 1 0.65 1 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1 1.4 1T.16 25 0.7 0.94 t.12 1 0.85 � 1 1.4 0.18 30 0.7 0.98 1.t6 1 0.85 1 14 0,18 35 0.73 1.01 1.19 1 0.85 1 1.4 0.18 ``,��111E(!llll!!/ 40 0.76 1.04 1.22 7 0.68 1 1.4 0.18 \� �! 45 0.785 i.065 t.245 1 0.85 } 1.4 0,18 ��\� `, ��A 50 0.81 1,09 1.27 1 0.66 1 1.4 0.18 �� i� 55 0.83 t.11 1.29 1 0.85 1 1.4 0.1 B �.� �i,, BO 0,85 1.1$ i.31 1 6.85 i 1.4 0,18 ' �� J 100 0.89 1.26 1.43 h>80 1 p.85 1 1.8 0.18 �1 '� � � s «�► �� S`r'AtE "�� ` �� `� `�,;'-.,±�,�p�'RP.• � ��: '� c'�,�, , � '�i� , � � �iN�na�� Page 5 � R4^,Id (?raavia anci F,ssoc�ates. Ir.� - �' � ` + �! r; � 5::ps4'.a�nerAvrnu� h3io _��;� j�;�' ' � !-lunting*,or• Hear.l; CA v?fi49 , - °', . • '�'4' 232?C-Q� :CI: '' - tif=1.84 `�." _ , r' _ . Frniec� �IU-2159-i)9 ' , , �' . _ � ,� - � � ._�,�. II:.., .,.�_;�ir„It��_ - s � �� . . : ,' r m ,.4, ":;e _- Y ,. . �'.1 = , ��rt6�n i i� q:t3Si ._ � � - - . ��4.7 �;. --.�00-:� ;i.- - t� . ; : : - -'-„ ;"S " _ . �t.�, , v •`:` . �•.;�1y;``�j tF � ,� . , �,_ _ �,. Tabie 7, M�ximum Wind Speed (MPH 3-secand gust} HardiePlank Lap Siding, ASCE 7-05 Method Z � � �' a ��: �� ' ' �, `'.� � � � �rf � �'.. � \��`�"� 'z A� '' Basie Wind Speed mph 3 ' j" j, �� Coeificients used i� Exce! Calcui�ts`�d�liHdd T!a}ile 7 (3-second guat) IBC�)& 7RC� � � __ �__I Prcd�..ct � Sti�d Building Desgn � i� � 'vVro:n Fas'e^ar !-astener F�a�e S aan Hei ht 6 C p toad � ' Pro-,,,�, thic6r.ess � p 8 $ ; i � tmcnasl Type Spatat9 �;Pz PSFI Ez B Ex E D � K„' � GC. (incnes� (irches} (teet) ( G n � P i 0-15 135 '122 111 �i3 8 0 7 � a5 1 03 hu^U ,n 85 1 1 4 0"8 � i 20 135 119 169 a.7.? o% o.s i oa � i i a o+a ( 25 135 11 a 107 43.8 0 7 0 94 1 12 � 0 85 1 i d ri t 8� 0093' �nr.cf 30 135 �1d �C5 as.e o; o3e ��6 , na_° � �a rie, shank X Na�l^d 2X4 35 132 112 '.43 J3.& 073 1 ot 1 �3 �' 0AS � 1 4 0;5 � D 222" HD Haid::;PU,nPF` I 5it5 ..�, lhrouyn w000W- 16 AO 129 111 102 43B 07E 1�R 12<^ ��-- { ` 08° ? I 18: X � ti �pl'C�' �:J,p ��.32 [I` FII A5 �� l�� ?3 8 fl�85 7 �b$ � 24.`: ',;�� AS � 1 .) '� � I oatv S!dir.g P4ark .0 125 108 1CA 438 0.81 1 09 I^7 t! a 85 t 1�: o s8 ne��l � 55 124 1G7 99 13B 083 111 129 O85 � i4 OtE1 � 6 0 1 2 2 105 99 J38 J85 1'3 1^' - 7' 085 �-' 0?9 i � 100 161 90 8Q 43 6 0 99 1 28 1 43 n>6u i� 0#35 1 i d :7 +� . 0-15 12A 112 102 3fi.8 0.7 0.85 1A3 h_z0 1 0.85 t t�t OJO � 20 124 169 t00 3fi 8 0� 0 9 1 Cs !: o d5 7 � 4 n? 8� i ( <5 124 107 98 36 8 0 7 0, 94 t 12 1 � D 95 ` : 9? tJ � i { �.��'�'' P.i:nc; 30 123 iC5 96 3fi.8 07 098 ?15 Cd5 !•1 01E I 1 0�222'kN0 NadeA ZX4 35 121 1G3 95 76.8 ��73 10� 1 i9 � t pe5 t�; C'8� Ha�d�ePi.3nhvt. I 5lt6 (;25 "fhrou�h waodW i6 40 119 1C1 94 358 076 iO4 122 I a�5 1 14 0I8 �� X2 ' ip1Q t^peegect Fir 45 117 1C�J 93 16_s 07e5 1,� �'.4e� ': t� aa5 ?; a c1s galv S�9mg i nai' pEank 50 115 y9 92 36.3 081 1 �3 t 2? !'. U d5 1! 4 0�8 � 55 114 98 91 36.8 083 I.ti t 29 1 085 1 � 4 O.tB 60 112 97 90 36.8 fl.85 1 13 1 3; t C 35 S a 4 0?8 iQ0 93 82 77 368 0.99 1 e6 9 43 hNiG 7 QE5 ?? 8 U'8 0-15 115 104 95 31 7 0 7 0 95 9.03 7:u��) � Z5 1 i 4 1 i8 Y9 115 101 92 31 7 C 7 0 9 1.08 ' C 85 1 1 4 0 78 25 1M15 99 91 317 07 0_84 1.12 1 085 ; 14 Ot6 �� B�ind 30 115 97 89 31.7 07 098 176 1 1 OII5 t 1_4 Ot8 shank �( Nailed 2X4 35 112 96 88 31 7 0.73 L01 'I. ts 1 0 a5 1 7 a 0 iD Ha�disPianhO I 5l1fi 7 2S � Z.e2 Hp �iMOUgh wood W 16 40 110 94 87 31.i 0.78 1.04 1 22 3 U.85 1� 4 0 t8 � X 2.5" long too edge of F ir 45 108 93 86 s�.7 o.7as � 055 t 2a5 t o a5 5 1 4 0 te � gafv Siding nail P�nk 50 107 92 85 31J D 81 1.OS 9.27 t 0 85 '1 1 4 �.18 55 105 91 85 3t.7 o.9a 1.'It t2s t o85 1 14 O.te 60 t 0A 90 84 37 7 0 85 1.13 1.31 1 �.85 i 1 4 0 78 100 86 76 72 317 0.99 128 4.A3 h-60 9 G85 t t.d 0?9 0.15 108 98 89 2L9 0.7 0.35 to3 h580 I 0 s5 t i a 0'Ib 20 108 95 87 27.9 0.7 0.9 1.08 1 0 85 1 1.4 0? 8 25 708 93 � 85 2Z9 07 0.94 1.12 " 085 1 1 S 0'IB 0.093" gpnd 30 1Q8 91 84 27.9 07 O�JB 118 1 085 1 14 0.�8 shanM X �ailed 2X4 35 105 9� 83 27.9 0.73 i Ot �.19 �t 0 85 1 t 4 0 18 MardiePlonk� 5/15 g Zg 0 222" HD �ough wood VV 16 40 103 88 82 27.9 0.78 � 04 122 1 0 85 1 1 4 0 16 X 2.5" long IOp edge of Fir 4S 102 87 81 279 0.T85 1 085 � 245 t a 85 1 1 A 0 18 galv Siding ��k 5p 100 86 80 2Z9 O8t t os 7 27 1 G 85 7 1.4 0 �8 nau 55 99 85 79 27.9 083 1.11 129 1 G.85 1 14 0.78 60 98 85 78 2Z9 0.85 t.13 131 1 0.85 t La 0.�8 i� 81 72 67 27.9 0.99 1,28 143 h>60 1 0.65 7 18 0.18 0.15 102 92 84 24.9 0.7 0.85 1.Q3 hsOQ 1 0.85 Y 1.4 0.18 ZO 702 y 90 82 24.H 0�� D.8 1.08 1 0.&5 1 1.4 0.18 25 102 88 8CI � 24.9� 0.7 0.94 1.12 1 0.85 1 1.4 0.18 0. Blind 30 102 . � . 86 79 24:9 U.T 0.98 1.16 1 0.85 1 i.A 0.18 shankX ��ed 2X4 35 400 85 78 24.9 073 t.o1 9_i9 1 0.85 1 1.4 0.18 HardiePlank� 5/16 g ps Q222" HD Through wood 16 40 88 83 7 24.9 O78 1 04 t22 1 0.85 1 1.4 0,18 X 2.5" lortq top edge of f ir 45 96 82 76 24.9 0.T85 �.085 1 245 1 0.85 1 1 4 Q.18 gaiv Siding p�ank Sp 9q 81 75 24.9 0.81 1.09 1.27 1 0.85 1 1.4 0,18 naii 55 93 81 75 24.9 0 83 1. U 1 29 1 0.85 1 1 4 0,18 6Q S2 80 74 24.9 0.85 1.13 t31 1 0.65 1 t.a 018 100 T6 68 64 24.9 0.88 1.28 1.43 hs80 1 0.85 1 1,8 0.18 0.16 89 81 �4 19.2 0.7 0.85 1.03 h�80 1 0.85 1 1.4 0.18 20 89 79 72 191 0 7 0.9 toe � 0.85 � i a 0 te 25 � 89 77 71 J92 07 0.84 1 12 1 0.86 1 t.4 O.tB 0.093" Blind 311 89 75 69 79 2 0.7 0 88 1 18 1 0.89 1 1.4 0.18 shank X �� pX4 3G 87 74 68 19.2 0.7'3 1.01 �.78 1 0.85 1 1.4 0.18 HardiePlank� 5l16 � p 0.222" HD �o�gh wood W 16 qq 86 73 68 18.2 p.70 1.04 1.22 1 0.85 1 1.4 0.18 X 2.5" bng top edge M Fir 46 84 72 67 14.2 0.786 1.085 1.245 1 0.85 7 1.4 018 9�. Sl�nB �nk � 72 BB t�2 Q.94 7.09 927 t o,85 1 t.4 0.18 nail 66 82 1 BB l9.2 Q83 1.tt 1.29 1 0.88 1 1.4 0.18 80 81 70 B5 t9.a b.A9 t�s �.a� 1 0.85 � �.4 o.ta 40Q 67 F19 56 19.2 0.99 1.28 7 43 h>80 1 O.B5 1 1.8 0.18 Page s „. , �. Oga.va cinu �ssoc.a;��a h;c _ 1`S . � _9U1 V�/amer <�vP.�I:B �;:]f� �. ' � :•, f+:u��,-,tanBeath G4 c� „ -- �? y ; �.'�v� ' ��" �>1=1�2'v.'--' -cr-J � 4� 3 L 459t fa. _� • . �t � n�s�;Flu'�is. �t �"�'� - - .:�,� � �_ . - : . �%a _ ,,,,, _ _ ' i. .. r^F�, Hm;1i.. fiur,;l��n�; Pr.r,:c!� ir.- _••_> ` , ' � ._i �`.YP�i , - `� .. � , ,: , . _, _ t ,� • 5 °� ,;� t��_ , t . /r �'f� i A�1n: _ � �" s � � r �� fi t J. 3asic VLind ; : , - : - �''Y �= ; �� f � � � �. p�-.� m;�h t,oeftici�ants ised i;; rxc�� Ca�culaff:xif.�Fpr,Tat�jq 7� � f� �: 7 ( 3-secord �us1) � !g,r,��g:,$ t2t;�L" '. __-___' _ -__-�,--__- � � . Frod'uCi i � C� �t __ __ __ _ _ _ .-�--_.___ _ _ � _ ii Budd�n - �----, --: I -- r- i i �,,«< �, V`�itlfh Fastener Fastensr Frame y �%.=•s�s.� ; I t fhickr,ess Spac��ig Heighf ki i, p �, ' ; j �i�ches} (inchesl fype Spacing Type . �incnes) lfee�) iPSr1 Exp ¢ Ex� G Gxp G P K, ; Gc Gt,,, � j i j v-15 1't7 160 91 29 2 07 0 H5 1 03 hs60 p 85 t?.0 Ci i; � � � 2C 1i0 97 83 231 07 09 108 `. I. J85 1 t�; �tS' � I 0 093' 25 110 95 87 �22 0 7 O.�JA �.12 '�1 G B5 1 1 4 0 18 I � Blutd l 30 1 10 93 98 23 2 0 T 0 98 1 1E ( t i alank X 0 85 I I 4 � i B C222'HD Naii2d "ZX.{ 7 � 3� 108 92 ;4 2?2 6?3 7,U1 1 i5 085 i;4 Ot9 Fiarure��ank�il 5.'1^ � 5 25 Throuyh ' wood'eti'� _�. d0 tOti 90 83 1:� 2� 1 U4 1 22 , t C ti5 4 � 4 p i9 � X25"IOng galv Siding top ad��r ot F�r 45 1 D4 89 II3 29.2 O T85 ; os5 � 2a5 �1 o s5 � i a o ia I pi�nn C.eS t ts OiB; i � ; ��: 50 102 F3A 82 ?9: � 081 t 09 i 27 j � i 55 107 87 8' 23_? � 0 83 7? t ? 21 r 85 1�:1 Q I6 . � � 'I 00 87 81 T <^92 0@5 7 i 3 1 31 h 65 1 1.4 0 I H _ 7 � �' 73 69 29 2� U 99 1 16 1 41 h�n0 ' .185 ? t F, o?� 045 10'1 92 83 :;,5 0 7 G E5 � 03 t-�5n 1 ;i F5 F t.i 0 1P� i � 20 101 EI� �3t ,q5 07 C9 70A `'v85 1 7d -: 113 , D 093" 25 101 8 i 80 <^d 5 0.7 0 94 1 72 1 ;) 85 1 7 4 9 1� � Shar:k X B6nd 36 t Ot v 85 ; 8 2a 5! 0 7 o se I�r. t C 85 s 4 D id � I� Nailcd 2X4 35 95 �4 i :4 5 0; 3 ?:;i i�v� � N.iraiei'�ann�� 5;15 I �i 2S 0.222" HD Thrau vi0od N�i- . _ I u&5 S d 0?�j � X Z 5" Iong 9� 40 97 83 7G <� S U 76 t c4 7 22 ` 0 85 7� d B top ed e af Flr � galv. Sidint� _ � `�` 9 � ^�� %6 Zd 5 G �85 1.��5 i_245 085 1 1_4 0 78 k-- j rall P � � �1 3' 75 i'e5 081 109 127 �; O85 t 74 0t8 I 55 93 8G 74 24 $ 0� i i 1 7 25 i 0 85 1 i 4 0.7 3: 60 92 78 74 2�.5 0.85 1 13 1 31 i OB5 1 i n O 1B 100 76 6r 63 7a 5 0 99 1'�"6 1 43 h�EO �? 0 A5 1 7 g � td 0-15 9A 85 77 t r z o 7 o s5 1 03 nss� i i o 85 1 1 d p. � 8 I i 'd0 9-0 83 75 27.2 oi as tQ8 t 085 i td 'u.id 25 94 t!1 71 2i.2 0 i 0�J4 1 �2 i G 09s" � i :t 85 1;•i 0 16 ` srank ri B �� n � � � i 9 73 2i 2 0' 098 1+3 _ C 85 1 7 4 0 18 0 222" HU Nailed 2X4 35 92 i8 ?2 2t 2 0 73 � pt ��y , p �5 �' � q p �y Hard�ePlSrkCJ 5116 I 7 25 X 2 5" lo� TFNOUgh wood W� �4 qQ gQ 77 7^ 21 2 o7s 1�4 1 22 � U�5 7 1 4 G.79 9 gelv SidiRg tap edgeof i'ir q5 89 i6 70 ?L2 O]85 i D"q6 1.245 G85 1 1 A IJ td � raii F:ank � 5p 87 ?5 _ 7C 21 2 D 81 t 49 ? 27 t (? 85 1 7 d 0? 8 55 86 74 69 21.2 0.83 1? 1 1 29 0 85 7 1 4 0- i& 60 85 74 69 ^7 2 0,85 7 13 1 31 1 0 85 7 i b 0.76 100 70 62 59 2i 2 094 1 2tl 1 43 h>60 1 085 1 t 8 0 78 I 0-15 88 8p ?2 TB 6 0 � 0 85 � 0� hAfiC i t) 85 ? t p p�g ZO 88 78 %i 'tB.6 9'! G9 108 � i D85 1 74 018 f OG93" � 3 � 8a 76 69 78.b 07 'J.�4 1 �2 ; 7 OE35 1 t.A 018 � Blirxl � 30 88 74 68 t8.6 p7 2J8 116 1 005 5 t.4 O,id shank X Nailed 2X4 0.222"HD �'` 86 73 67 i86 0�3 101 115 ' 1 ON5 1 i4 O18 HardicF�ankO � 5116 8.25 x 2-5" lor�g Through wpod W ^ <4 qp 84 72 &7 iB.6 0 76 1.04 1.22 1 D 85 1 1 4 p ie �J01v Sldi�g iop edAa of Fir � 4$ 83 71 66 ?8.6 O.t85 ?.065 1.245 ( i p 85 7 1 4 p 78 nail Plank � 5p (i2 70 65 18.6 D.81 1.09 127 f 065 1 1 d o.1a 55 81 70 65 18,6 0,83 1 11 1 29 1 0 85 1 1 4 0 79 60 80 69 64 I B 6 0.85 1 i3 1.31 1 �.65 9 1.4 0.18 100 66 59 55 78.6 Q.99 1.28 143 q>d0 7 08b 1 1.8 018 418 192 774 158 t78.4 0.7 0.lY5 1.03 hs80 1 0.85 1 1 d 0.18 20 782 189 754 88.4 0.7 0,9 1 OB 'I 085 1 14 p.18 25 192 185 152 B8.4 0.7 0.94 1 12 1 0 85 1 1 4 D 18 No, 71 ge. 81 � �g 162 149 ae a o 7 o s8 i �� i o a5 t � a o.1a ��„ N9il0d 2X4 36 188 160 147 884 0.73 7.07 11B 7 085 1 74 0.18 HardiePlank� 5/76 52S 7Yx�ough wood 16 q0 184 157 145 88.6 0,78 1 04 i 22 1 Oe5 1 � 4 p,t8 Galv. ro ed Roofingnail P �°� Hem•Fir q6 �g1 �55 fqq 88.4 0.786 1,088 12q5 4 085 1 14 0,18 planR 5p 178 154 142 88.4 0.81 1.09 1 27 1 085 1 1 q 0.18 55 178 752 141 88.4 0.83 1.71 L29 1 0.$5 1 7.4 0.'18 80 174 151 140 88.4 0.85 1.13 1,31 1 0.85 1 1,4 0.78 100 144 128 120 88 4 0.99 1.28 7.q3 h>80 1 0.85 1 1 B 0 18 0-15 176 159 145 74.3 0.7 0.85 1,03 h560 1 D 85 7 1.4 0.78 TO 176 155 141 T-0.3 0.7 0.8 1.08 1 0.85 1'1.4 0.18 25 176 152 139 74.3 0.7 0.94 1.�2 1 0.88 T 1.4 0.78 No. 11 ga. 8�� 176 748 136 7a.3 0.7 0.88 1.18 t 0.85 t i.a a.i8 t N2i18d 2X4 36 172 146 135 7�.3 0.73 1.01 7.19 1 0,85 1 1.4 0.18 HardiePlank� Sft6 625 Through wood 76 qp �gp �qq �� q,3 p,7g �,pq 7.yy 1 0.85 1 14 0.18 Gaiv. Raoflng naU tO K' � of Hem-Fir �5 �fi� �qZ �32 74.3 0.�95 t.oe5 t2q5 � o.as 1 i.a o,18 pl8flk 5p 183 141 130 T4.3 0.81 1.09 1.27 1 0.85 S 1.4 0.16 181 140 728 74.3 p.s3 7.71 1.29 1 0.86 1 1.4 D-1@ Q� 1$8 139 128 T<.3 0,88 1.13 131 1 0.83 1 1.4 b.18 {OU 132 117 110 74.3 0.98 �.28 1.43 hs6o 1 D.85 1 1.8 0.18 Ppge 7 �}1�; !)tt� �11�A� _ �., l ,,1`:' ; s � Ja • . Ron=1:7 pyav.-_ ar.,� F>scriaL;s inr ; �•- j I� , _ P � 590! VU2me• r,"en:.e i!;?n �� , , A-t=; Hurhnc�,on Bea.. CA 5�'F:-, 'j ' -- � - �,y 'i � - . ';4` 292 ?50_' �el� - - - i. - ` %�4 Oa-�45•^`ax - �j �'� ' -- - � '- r ( � '�4 � � � �4 € } t r i ' "5` ' Faert Fli)-i'IS_ ' } ,,)r.; ._+; " ._ ,. [�, j � ', _ ,. . ,. , .,, _ � --;', � t +-.L• ` ,� ;.:i�7�,i�3.r : ` J J', � � � r� - ; `, s � ; , � ' !+ s i ,sno��a. �:�-, _ �'�a"'�, „s;� � � � ' ,/ � �� ' � � , . ., , +; �� A � ', i3asr_lJindSpeedmph �'��i� � �� \�� _ 9 Coefficients used in ExCC�Y¢p�r��ti�n$�EQ�,��i� 1 second ush z; i , ;ac�a ;�ca �--- - ------- _� Pro�7uct 5tud �uildirg I t7es�gn �� - ' �- - i'ro�u�t 1'hi;kn€�ss W:dth faste�ec � i asienar Fremo �pacmg � Heic�M B C D Load � rches' Unches! 7ype Spacing Type inches feet fP�F1 Exp 3 Ex Ex D «�, �; . � ( ) ( } P% P K,� I Gt;� GC�� ' Q-15 163 148 13A 54p G_7 ad5 103 � i C.85 t 14 4 i8 � I 1 20 103 144 131 640 G_J 09 i �8 t C85 �' A 0 i8 � j � 5 163 141 129 64 � 0.7 Q 94 i 12 i C 85 1 �� 0 18 I I 6'hr:d 30 _ 163 138 ..� 127 B4 0 0.7 0 98 7 78 � 0 E5 1 1 d n 18 No t t ga ��atlad e�•i 35 160 13G 125 5J 0 D�'s 1 0': t 19 � C ES �+•i G":E , H:a"y yc�:;�:r�r � _, �, � __ ��- ;f A' ( i ft�c•u�h wO�;d 15 GO 157 13-0 124 67.0 u.76 t.oa � 22 ��g��, t � 4 0,'S �' � tep edge of hlem-Flr 45 15l 132 122 64 0 0 T95 1 G65 1 245 ?; C E5 1 1 4 0?E Reofiny nail p�ank Sp 152 131 121 64 0 0 A1 1 09 i 2T �t a 9G 1 1 4 0 1tl � 55 556 13Q 520 540 083 77+ �2� 1 Oes i 5a 0?E i 50 148 128 119 540 D85 1 f3 '13t G85 f 7�i 0'd. 1�'JO i 23 105 102 64 0 0 99 1 26 1 d"s h>60 i C 85 ' 1 8 9 1 S 0-i5 153 139 f26 S63 0� oas t os nsr>o ` i ces � i a o �e 20 153 135 123 56.3 0 7 G.9 7 08 � 1 0 85 t?-i 9 18 i € ?5 153 132 12S 56 3 0% O J4 1 1'< ''t ci 85 � 7 4 0 ia No I I pa � Blind 30 153 129 ll9 56J 0' 098 7 16 1 035 't 1 4 0 t8 1 3/4 NadP_d ZX4 35 150 727 11J 563 073 101 7 19 69S ' � 4 018 I,.�r9�epim,k�-� ' �, _ I d 2`i Th�auyh w��d 76 40 l47 72G 1'i6 S6J 076 7 Gt 7 22 G 95 � 4 0 t8 ' GaN f Ron�ng n��i toa ecl'�° c� N6cr�r 45 1AA 724 715 56 J 0 7b5 7 Cw5 1 24:� � C�'S t 1•i �. ;& I piar:k SO 1d2 123 114 567 081 10� 12; i Cd5 : i4 Ot8 � 55 140 1^t 113 563 083 i11 125 OSS 1 i•f 0i8 I 60 139 12D 112 56 J 0.85 1 13 1 37 - C 85 'I 1 4 0 18 1� 115 102 96 563 094 12.�i td3 h�60 1 G&5 : 1d 0`:8 0-15 144 131 179 50 2 0 7 0 85 1 03 hs80 1 6 d5 1 t 4 0 16 20 1A4 127 116 502 0� 09 108 1 085 1 1.4 018 25 14A 125 114 502 F 0� 694 112 t Q85 1 ia Ota Uc t i ga �IiO�J 30 1 q4 122 112 SQ 2 C 7 0 98 1.18 t G-35 t 1 4 0 78 I i-31a" Nailed 2X4 35 141 120 111 502 079 1.01 119 1 085 7 1.4 o78 HardiePfank� 5/t6 9 25 7hrough wocd 16 40 139 118 109 50.2 0 76 1,04 1 22 1 R85 1 1 M1 O 18 Galv {op edgo of Hem-Fir 45 136 117 iD8 50-2 0.785 7.065 1.245 7 C_85 ? 1 4 D 10 , Rooftngnaii P��h 50 134 116 107 502 0_81 1.OS 127 1 085 1 1+ O18 55 133 115 106 sos oe3 t.n v2s i U85 � in o!s 60 131 114 108 502 0.&5 1.13 1,31 1 085 1 14 018 100 108 H6 90 50? 0.99 128 �.43 h>60 � D85 / 18 018 0-15 727 115 105 38 T 0 7 Q.85 � Q3 h�6� i D 85 1 1 4 0'18 20 127 112 102 38 T 0.7 p 9 1 v9 'I 0 85 1 1 4 b 78 25 127 109 �100 38.7 0 7 0.9A 1.12 'I O d5 ' i d 0 18 , ( No � 7 ya, g�� 3� 127 107 9@ 38 7 0 7 0 98 � 16 t G 85 � 1 4 0 18 ��„ Nai4ed 2X4 35 124 108 87 38 7 0.73 1.01 � 13 i C 85 1 1. � t8 HardieP�ank� 5fi6 12 Ga �� Through wood 16 40 122 104 96 38J 0,78 1 04 � 22 1 0 85 i t n 0.18 Roofinc� nail top edge of Hem-Fir 45 120 103 95 38.7 0.785 'I O65 1?A5 � 0 85 1 7 A 0 78 � D��ik 50 118 102 94 38 7 0.81 1 09 1 2T 1 0 8S 1 1 d 0 78 55 116 101 83 38 7 0.83 1 17 1 28 S O d5 t 7.4 0,18 60 115 100 93 J8.7 O,B6 1,13 1.3t 1 0.85 1 1.4 0.18 100 9S 84 79 3B.7 0.99 1,26 1.43 h>80 1 0.85 1 18 018 0•15 157 142 129 58.0 O7 0.85 1.03 hs60 � OB5 7 14 p-18 20 157 138 12$ 58.0 0.7 0.9 1.�8 1 0.65 1 1 A 0 18 25 157 135 T 124 SB.O 0.7 0.9a 1.12 1 085 1 i a o ta No. 11 ga, g�� 30 157 132 122 59.0 0.7 0.96 1.18 1 0.85 1 1 a 0 18 t-3l4" Nailed 2X4 35 153 130 120 69.0 0.73 7.01 1.78 1 0.85 1 1 a 0-t8 Hard�ef'Eank� 5/16 5-25 Ga �� Through wood 24 40 150 128 t19 59.0 0.7H t.W 1.22 i 0.85 1 1.4 0.18 Ropfing natl top edge of Hem-Fir 45 148 127 117 59.0 tl.7&5 � OBS 7,245 � 0,85 1 1.4 0 18 plank 50 145 125 118 59.0 0.81 1.09 127 i 0.85 1 14 018 55 144 124 115 59.0 0.83 1.17 1.29 1 0.85 1 t.d 0-18 60 142 123 }1q 59_0 a85 1.13 131 7 0.85 1 14 01B 1pp 118 104 98 59.0 0.99 1.28 143 h>60 1 086 'I t.fl 0.18 0-15 143 130 118 48.5 0.7 0.85 1.03 hs80 1 085 1 1.a 0'IS 20 143 127 715 48.5 0.7 0.9 1.p8 1 0 85 t 1.4 0 18 25 743 124 113 4B.b 07 0.94 1.72 1 0.85 1 1.4 018 No i � Ae B�ind 30 143 121 11 t �9.6 0.7 6.96 1.16 1 0.85 1 1.4 0 18 1-3/4" Nailed 2X4 35 140 119 110 48.6 0.73 1.01 1.18 1 �.@6 1 1.A 0.18 HardiePienk� 5/16 &ZS Galv. Through wood 24 qp 138 118 109 49.5 p.78 1.04 1.22 1 D.95 � 1.a 0-10 RooBng nall top edge oP Nem-Fir 45 135 UB tOH 49.6 Q.785 7.085 1.2A5 1 0.85 1 1.4 018 plenk Sp 133 115 108 49.8 0.81 1.08 1.27 t O,aS 1 1.4 O.ie 55 132 114 108 49.5 q,H3 1.11 1,29 1 O.BS 1 1.4 0.10 80 190 113 105 48.5 0.86 1.13 7.31 1 D.85 1 1.4 O.i6 100 108 96 90 49.5 0:99 1.26 1.43 h>60 1 0.85 1 1.8 6.18 Page 8 Runald Oga,va and Associates, In^ ;3G?'vVarner Avenue '3%G " li � cn B�ach ';h 92�.r� ' ' - _..�. _5oz c�n � :j � , :; t3�7 -4595 fa� ' � << � a `-s :=ro-�=rt R!i)-�!S5-G:� - , `, � � ;,�, 4. � C ,�. .. .�. � P „ = -: �,' - � ,' S � ,,.:�.. �,. .. _„� i - . �„�- � . . � "- - _ ._ , � _ �-� , � � ..,,'i - ' . i _ •� `_ ;`� 5' ,` ��. � .. �asic Wnd Speed mpi; - "' ',� (3-saccnd gusq _ �-eeffiaents usue in Er,cel Ca�4y)it �t� te ;+ � '�� .� � rac�s �RC� -- -� - '-; , ��' � Proci:ic�t Stud Buildin 1 t �' T i`': " ,`�` { S � 6L`iuth Fastener �astaner Frame 9 cNU9+' i P�o�i�_��: ThicF.ness j (inchos� 1'�pe Spacing Type Spaang Hoiptll B G D t.oaa � � ;u;ches) (HtChOS) �}B91 lNSF) E�cp 9 FxpC Er.p � I<- � Y.,. ��`�G GC;�� 0-15 i33 121 170 427 Oi C185 '.Q3 h<_60 �i 085 il i_A G18 I i 20 133 117 7G7 477 c7 � c3 � 8 7 i C85 t; 74 G16 � 25 133� ti� 705 d2? I 07 ( 054 ! I i<'� I 7 Q85 1� 4 0_19 � U4nc 30 133 113 iO3 42 7': 6 7 �� c - r Aip It�ja I I ; 3 718� !'I ;';&5 7'id 01& 1-3t�� Nalie�i 2X4 35 130 117 102 a2.i c.�a i oi ;�, o es i i q o �8 ��;: �, �:r., ; �rir, � z°� I c,a�,. � rr.�o�yr, w�r� i z•i �o i2a ios �oi .�z � o �c , oa � z� � es � i a o i � I �o�, e�7ge of Hem-FV i a5 _ t25 19s 1[X� a:? 7 c.� S5 i un.s ± z�5 � k l ) es 7� a�o �a r.00ftnc, nad ' cl�;tr OE., t! 1 d C iP, � i I r 50 i24 107 99 127 ' q.129 ;,G9 -� c i ` ( SS 122 106 98 .!2 T 0 93 s� I' Z� � �1 � - `t . _ i % 85 1 1•3 Cr.13 60 121 105 57 -02.7 ' U B5 � 13 ? 31 i �I 0 ES 1' 1 A G 78 100 100 89 83 41 7 0 99 1 2d 1 43 Ir60 1 0 d5 7 I 9 0 13 � I i � 0-15 125 113 103 375 4.7 0.85 1 63 h:=36 7 0 85 1 � A tl 18 i f 20 125 11D 1C1 37.5 CJ 09 t0e; i 685 1 34 C1& > � � 25 125 id8 , 99 J7,5 0.' G?A 7?2 i � G 85 7 t 4 0 tS Bl�nd I 30 725 1Q6 5,' 3/5 O7 0¢8 1 io i 085 1 tA 018 i i rJ:, 17 �e Natletl 2XA I �_�„�� 35 122 164 96 37,5 0;3 ?Ci 119 1 095 1 tA 0)B H.,:d:eulnnk�; { 9116 I r+;:; Tnrouc7h wood I 2A 40 120 102 95 975 0_7a ':04 ?22 t OB5 1 1.4 018 Ga� j R i� r:atl `op edye of Hem-Fv o ocf 7 45 t18 1pt 4 9T5 OJBS " 066 ? 2d5 i U.85 1 t.a 0 18 � �"' 5Q 116 100 93 3; 5 � et ; 0� � ?; ^ j ��_; _{ o as � i.a e ts 55 175 99 92 375 083 ": 1! ! L29 ! q85 7 t.n rc18 60 113 88 91 375 G&5 ;.ts 131 ' I �_85 i 14 Gid 400 94 83 7F3 ?.' S 0-59 1 2B ; 43 h>tiG I 0 85 1 1 9 0.'18 0-15 118 707 97 33.5 0.7 085 1.03 hsBC 1 0.85 1 1.4 0.76 20 118 104 95 33.5 0 7 0.9 1 08 � G SS 1 1,4 O.td � 25 t18 162 93 33.5 0,7 C.94 1 t2 1 p&S i t4 018 l Bind ! No ?1 ga I 30 118 tOQ 92 33.5 0,7 O.SB � 18 1 085 7 1.4 0.1H 1 3i4" tiartetl 2X4 35 115 96 30 33.5 0.73 1.01 t19 t 0.85 1 1.4 D.18 Hardier'lanl� 5l16 �'-� Gaiv ThrOUgh wnod 2A q0 113 97 89 33.5 0.78 104 1.22 i 0.85 1 7,4 0.'IB Roofing nail top adge of HBm-Fir q5 111 96 88 33.5 0.785 t 065 7 2a5 1 0.85 1 1.4 0.18 plank 50 110 9A 88 335 0 81 1.69 1 Z7 1 0.88 1 7.d D 18 � 55 108 94 87 33.5 tl 83 1.11 1 2g I 0 85 1 1,4 0.18 ! 60 �07 93 86 33.5 0.85 t.i3 1.3'1 7 0.85 1 7.4 0.78 100 69 79 74 33.5 0.98 t29 143 tv80 1 0.85 1 1.8 0.18 0-15 104 94 65 25.8 0 7 0.85 7.03 hSfD i 0.85 1 1.4 0 18 20 104 91 83 25.8 OJ QB 1.06 1 Q.85 1 1 p D �S 25 104 89 92 25.9 OJ �.9q M1 12 1 0 85 1 7 4 D 18 i No 'I i ga. ��nd 30 1D4 97 80 25.8 0.7 0.98 1 16 i 0.95 7 7 4 0 te i314" NBfletl 2X4 35 10f 8fi 79 25B 073 '101 17B 1 0,85 1 14 0.18 HardiaPlankM� Si1G t2 Through wood 2a 40 99 85 78 238 078 t.04 1,22 i o.8b 1�.a 0.18 Galv lo ed e of Hem-Fir Roofingnail � 9 45 98 8q 78 Z5.8 0785 1.065 1,2q5 1 0.85 1 t.4 U.18 plank Sp gg g3 77 25.8 0.81 1.OB 127 1 0.85 1 1.A 0.99 55 95 82 76 25,b 0.88 1.11 139 1 0.85 1 1.A p.18 60 94 81 76 25,8 0.85 1.73 1.31 1 0.85 1 1_A 0_�8 tOj) 78 69 6$ 25_8 0.89 1.28 1.43 h>60 1 085 1 1.8 0.18 0-15 25�{ 230 208 f65.t 0.7 0.86 1.03 hs80 i 0_85 1'1,4 0.18 20 25b 224 204 155,1 07 0.8 1.08 1 0,95 1 1.4 tl.19 25 2$4 219 201 755.7 OJ 0.94 1.12 1 0.86 1 i.4 0.18 sh nk box Face zX4 30 259 215 197 Y55.4 0.7 0.98 1.16 1 0.85 1 1.4 0.18 N2iled 35 249 241 195 1$5.f 0.73 1.q1 �.19 1 0.85 1 1.4 0.18 NardiePlank� 5l16 5 25 �ait, 0.113" wootl shankX Through � �� 15 40 244 2Q8 192 758.9 0.78 t.04 4.22 1 0.83 1 14 o,ts 0 260" HD P�nk Larch � 240 206 190 1d8.1 0.786 i.0E3 1.245 1 0.85 '1 7.4 0 ta X 2 375" L averlap 5p �� 203 188 Y55, 9 0.81 1.09 1 27 1 0 85 1 1.4 0.78 55 233 202 187 l56.7 0.83 1.11 7 29 1 0.85 1 1.4 0.18 60 230 200 186 155.1 0.85 1.13 1.31 7 0.85 1 1.4 OJ8 1D0 191 169 iS9 153.1 0.99 1.28 1.43 h>60 1 0.85 1 1.8 O.ts 0-16 233 211 192 i30.2 0.7 0.85 1.03 hs60 i 0.85 1 L4 0,18 20 233 2 18� 130.2 0.7 0.4 1.08 'I 0.85 1'1.4 �.48 Bd ring Z5 ,�3 ^ s01 184 i3D.2 07 0,8t 1.12 1 0.8b 1 1.4 0,19 shankbox Face 2X4 30 233 197 1B1 190.2 0.7 0,98� 1,18 1 O.B5 '1 7.4 tl.�8 naii, 0.173" Nailed wo � 35 228 1 178 13Ft.2 0.73 1.61 1.49 t 0.65 1 1.4 0.18 HardiePlank� 5l16 6.25 shankX Through Doug-fi� 16 � � 191 176 TJR2 Q7 t,p4 122 1 0.85 1 1.4 p,�8 0260" HD P1e Larch 8 � � 174 �0: �. 67Bp 1,QOQ t.246 1 0.9(> t 1.4 0.18 X 2.375" � overlap $Q �1g t86 173 i9tl.2 ' 81 1.49 1.27' 1 0.95 1' i.4 A.18 2 4 1 t71 1b0.2. 1.11 1.29 1 0._ 1 1.4 0.18 2 1 4 t t1o.s '`0. 1.t,� �.s.t � o.a5 A t.4 o,ie 1 t76 13 1.. i30:7 6. t. 1.43 ha80 1 0.85 1' 1.g ' 0.18 Page 9 ��},.., , : • . Rona�-1 Ogav:a andASSOaates Inc � .��, j - �; .`�50^ VVarne� Avenue. #376 �.� - i � f-f�mtin;tcn Beaci CA ?2849 '-•', x � '�""� , j - �__ . :,t,'`1 � ' '�4; 292-26U2 ceC ' ' �.` - - `� �. , ' �`:° ' (�'14)647-<•:595(a,: =-..� t.' ' ` _ -�;� -_ =_1��, Frelecl RIO-2159_r� 1 s`$.� -r - - _ �,.+ - `''=[ i _ � ' , 4 ,_ •' � s: Jrines Harc!�e Puddincl �'�e•lu;�tc ��c � � i' Y _ � % IOJ01 61r.� Aw�nue ' j , -� � _. I on;ana, C;A 9233, �� ; s � ' i` , �(� , . L - � 1-�SO:1942-T343 y '^�� . -;�r ;'s+. _ . , .�� , { '�, ,; w i,.'� .. • '. . ., :�.'>J 't ��fi ,.��.�,r�,� ,r'' Basic Wnd Speed mph �� ' � �' � � \`�\; ' � Cceificients us�d in Excel �4y r�5'�o��a6ICiX� F � (3-secondgust) ��f��;1��11�' •!° I6G9&IPC�9 K� ' r �� Pruduct Stud Bwid�ng Desiprr f i �� ProduU �ihir.kness ��dlh rastener r`aslen�r Frarns Spaqng He�ght B C � Loatl � tncheg} (�nches� Type Spaang Typo (�nches) (faet) lPSFi F�ep B Exp C F�p D K, K.� I GC, GC„ 0-15 216 196 178 1123 07 0,85 to3 hF0 1 ods 1 1n ot8 ?0 216 190 174 t72.3 0.7 P 9 1 08 � � 85 7 t4 0. �8 25 216 186 7�1 i123 07 09-0 112 1 OBS i 14 018 8d nng Face 3Q 216 183 168 772.s o 7 0 98 t t9 1 0 s5 i t 4 0.18 Shankbo[ Na11etl � 35 212 180 i66 112.3 073 i01 119 1 O�i 1 7d C1B nail J.!13" wond F{aidiePlar�k�� 5l76 7;'S Thruugh 1& d0 20? 177 164 /123 �76 164 ?2�� ' 1 C95 1 14 0.16 shar:kK p�ank Doug-Fir q5 204 175 162 172.3 0.785 1.065 12a5 1 G85 t 14 0.78 0 260" HD L2rch }' 2 3%5" L OY9�`�P 50 201 173 160 Y 12.3 0.81 t 09 't ?7 1 D 85 1 1 4 0 18 55 198 172 159 112.3 0.83 1 11 t 0 85 1 1 A C 18 60 196 170 158 172.3 0.85 1 13 4 31 1 U 85 1 1.4 0.18 100 162 144 135 112,3 0.99 1.26 1 43 h>60 1 0.85 1 1 d 0 18 0-15 202 184 167 98J 0.7 p.85 � 63 n<_6e t D.85 1 1 4 G 18 20 202 179 163 98J 07 O.�J 1OB 1 0.85 1 74 C,1A 25 202 175 160 987 0] 0.9J 1 12 1 0.65 1'1.4 G 79 Sci nng gpnd 30 202 t71 157 98J Q.7 0.98 1 t8 1 QE5 1 tA 0 18 �henk bnx Natled -x � 35 198 169 155 98J 0J3 1.01 1 19 1 ,,85 � t A O.IB Hardie{'lank'r_'% 5(16 g?g nad,0.773" Through VVOO 1R 40 194 166 153 9tiJ 076 i.OA 7,<"2 1 0.65 1 1 G18 shank X �� 9e of Dcug-Fir q5 191 76a 152 98 7 oJ85 t 065 �?.A5 1 0 E; 1 1�i o 1B 0 250" HD plank Larch X, 2 3?5" L � /88 162 150 98 7 �-91 1 O�J 1 27 1 0 BS 1 1 q 0 1 B 55 186 161 149 98 7 0.83 1 17 7 2J �I 0 85 1 1 4 C 78 60 164 159 148 98 7 0.65 7 73 1 3i 1 0 65 1 1 d 0 18 100 152 135 127 98.7 0 99 1 26 1 43 h�50 1 � 85 1 1 8 0.18 0-15 191 174 158 8$.0 0.7 O.BS 103 hi30 'I 0.85 'I 1.4 0.18 20 191 169 154 a8.0 O 7 O s 1 08 7 0.@5 l 1 4 0.18 8d ring z5 191 165 151 88 0 0 7 0 84 1'12 t 0 85 1 1 4 0'18 shank box Blin�i � 30 19t 162 149 88.0 0.7 0 98 7 18 1 0 85 1 1,4 0 18 Naded 35 187 159 1-07 880 0.73 101 1.19 1 0.85 � �.4 0.7s nad 0. i 13" wootl hlardiePiank� 5/16 9.25 Through io 40 iq4 157 145 68.0 0.76 1.04 122 1 D.85 1 1.d C.18 shank X �oP edge ot Doup-Fir 45 781 155 143 88.0 0.785 1.085 1245 � 0.85 � 1.a 0.�8 0 260" HD Larch X 2 375" L p��k `� ��8 153 142 88.0 0.81 1.09 t 27 1 0 85 1 1.4 0. � e 55 176 152 141 aa.o o es 7.ii i 2e i o es i � n o ie 60 174 151 140 as.o o e6 �.13 � si i o es i i a o.ia 100 144 127 120 98.0 0 99 1 26 1 43 h>80 1 O.BS 1 1 8 U.18 0-15 168 152 138 67.8 0 7 Q.85 1 03 h560 1 O.B5 1 1.4 0 18 20 168 148 135 67.8 �7 0.9 7 Q8 1 0.85 1 �.4 0 18 Bd nng z5 168 145 133 67.8 0.7 O.�J4 7 12 1 G.85 1 1 4 4 78 81ind 30 168 142 130 87.8 OJ 0.98 7 16 1 0.85 9 1.4 � 18 shank box Nailed 2x4 35 184 140 129 87.8 0.73 '1.01 1 18 1 0.85 1 1.a 0 18 HardiePl2nlc� 5l16 t2 nai1.0.113" �rough WO°d 16 40 161 138 127 67.8 0.76 t.Od 1,22 1 0.85 � 1.a 018 shank X �o ed e of Doug-Fir F 9 45 159 136 126 67 8 0J85 1.065 1.245 1 0.85 1 1.A 0.18 0260"ND p�ank Larch X 2-375" L `� �� 13.�` 125 87.8 0.81 1.09 1 27, 1 0.85 � 1.4 0.18 55 154 133 124 67.8 0.83 i.'I1 1.29 1 0.85 � 1.4 0.18 60 152 132 123 678 0.85 7.13 1.31 1 0.85 1 1.A a.ia 10� 128 112 105 678 0.99 128 143 h>60 1 0_85 'I i.A 0_18 �-15 207 18@ 171 703 4 0.� 0.85 1 03 h560 1 0.85 1 1.4 Q 18 20 207 183 187 709,4 bJ o.9 t09 7 0.85 1 1,4 a 18 Bd ring 25 207 178 i64 703,4 0] 6.94 7 12 1 0.86 1 1.4 o ta Face 30 207 175 161 a03.4 0] o.9s 7 �s � o.e5 i 1 a o te shank box Nailed 2X4 �r 203 1�3 159 103,4 073 1.0� 1J8 7 6.&5 1 1.4 6 t8 nail, 0.113" wood HardiePlank� 5118 525 �ryankX Through Doug-Fir 24 40 t99 170 157 1Q34 0J8 7.04 1.22 1 0.85 1 1.4 tl�& plank 45 196 168 155 703.4 0.756 1.085 1.245 1 0.85 1 1.4 Q.�B 0.260" HD ovefla Larch X 2.375" L P � t93 188 154 103.4 0.67 1.09 127 7 0.85 'I 7,4 0.18 55 190 165 153 103.4 0.89 1.'11 i.29 1 0.85 1 1.4 0.18 80 188 183 151 103.4 0.85 1.13 7.3t 1 0.&5 1 1,4 0.18 100 156 138 130 103 q 0 99 128 1 43 h>60 1 0 85 1 1 8 0 76 0-1$ 180 172 157 86.8 0.7 0.65 1.03 h560 1 0.85 i'I,A 018 20 790 188 1$3 BG8 OJ 0.9 1.08 1 0.85 1 1.4 0.18 25 780 164 750 86.8 0.7 0.94 1.12 1 0,85 1 1,4 0.78 � Face 30 190 761 148 8B.8 07 098 1,18 1 085 � 1.4 0.18 shankbox Ne �� 2X4 �r �� 1Gg �qg 86,8 0.73 1.01 t18 1 085 1 1.4 0.18 nail,0.tt3" wood HardiePlank� 5/16 615 Through 24 40 182 158 144 86.E 0.78 1.Oa 1,22 1 0,85 i 7.4 0.18 shankX P �� Doug-Fir � 179 �6A �42 - dB.B 0,786 1.885 1246 1 O86 1 t.4 0.18 p28�" HD oVerlB Lerdi X 2.375" L P 50 177 162 141 88.8 0.81 1.08 127 1 0.85 1 1 4 0.18 174 1 1 1 BB.B 0.83 1.11 1.29 1 0.65 1 1.4 0,18 BD t72 148 1 BB.B 0.83 4.13 7.31 1 0.85 1 1.4 0.18 100 143 1�6 119 B&8 0.98 128 1.43 b>80 1 0.65 1 1.8 0.18 Page 10 , � 1.; . Ronc3ld �ga�±�a ar.d Assoriales, In<�. -, tiJG!1Narner 4venue �376 ' - H�.�nt�ngten Beach, CA �2�4° � I, 14� 292'2602 cel' . �%1�;)8J�-�1555fax ' , ' � i Fru�ect RIO 2159 i1a �" �` �� S '' �' �;'_' ' � �. - - ,," �m�. �i:;,.:�,: ll,;d�ii,^.�� F, . I�� - j,"�d� . _; 1':b01 ii;n n��ru �r . � +- - F.,nta d (:.\ �7:'5;,: � • �. ��$ �9s ' ' ' �" _- ; �', n ��,�*°d�� - 1 ,.,.� `� ` ° f� j�i ?�.q i, ,�;�\��\�} , �� , Basic Wind Speed mpn �p�p��ivi�t� u�e� i�� Excei Giicuiiil�i;a'4 �ar jt�� " � (3-second gust) lBC�&IRC�% -------� k ---� Preduct Stud Eiuflding Desiqn �- � f � � Ylfidth Fas,ener F"astener Frame Producl Ttackness Spacing Haight 8 C D �oan + I � hnchesl Typo Spacrng Type �inches) inches (feet (PSF) Fxp 8 F�p C Exp U K K, I G�..,, _r,,, 0-15 t76 160 145 7».s o 7 0 85 1^3 h_5Q 1 0 es 1 1 a o 19 20 176 156 142 �4 9 0.7 0 9 1 G8 1 U 85 1 1". � 13 25 176 1E2 139 7t� o.� o.y4 i;2 oas I i a o �a tid ring � Face 30 176 1�19 737 7a.3 Q 7 0,9@ i t6 1 095 t i 4 0 7�3 � shar,k box 2X4 -, Nailed 35 173 147 135 7�r.9 0.73 i 01 i � 5 �.7 ti5 � i,a o, 19 nail 0.113" wocd I�ardiePloriNC�� I 5115 1Z°_ Through 24 q0 169 145 i34 Id9 0"i6 104 I2� oFS'i iq 013 i � shank X Doig-Fir -- k�---- plank q5 167 143 13<" J49 U.785 100"5 1245 1 OoE� 1!4 O.t6 0?60"ND Larch - t'- - - i X 1.i75" l °varlap 50 164 T41 13! 74 9 O81 1 09 1_T7 � u 95 i_ t 4 0 18 55 162 tA0 f30 7d9 083 1i? 129 ; 1i0R5 '!•f 0i9 60 160 139 129 '49 085 11's 73t 085 i i? 0.1$ 100 132 117 110 74 B 0 99 1 26 1 43 h-�cU i � 85 1? e o t8 0-15 165 150 136 658 @7 085 103 hr.:6C� 1 O,dS 1 1,9 018 i I 20 165 14f 133 658 GJ q.9 1A8 ; a8S ? t4 pt8 25 165 143 131 65.8 0.7 C 94 1 12 1� u 85 1 1 4 0 1�l 9d nrg gli�d �0 165 740 128 65.8 0 i 04E 1.16 i 035 1 14 � iH� shankbox ZX4 - � Naded 35 162 139 127 s5.a o 73 i oi i is i c as 7 � a o ia � natl, 0 113" wood hiard�=_Pia�k� 5/16 8 25 Thrcugh 24 40 159 136 125 65.8 0 78 1 04 1 22 1 D'a5 � i a o�18 shanh X �op eQge of Dcug-Fir p5 156 134 124 65.s 0 7a5 1 065 i 245 1 0�5 7 i a o id D260" HD �aroh - - X 2 3�5" L Plank 50 154 132 123 65 6 0 87 ^.09 t 2i t o a5 1 I S 0 1E 55 152 131 122 658 L_83 i it 12a 1 085 � 1 d D i8 60 150 130 121 65.5 0 85 ' 13 1 3? " 0_95 I I 4 0 18 � 100 124 110 103 65 3 0 9�J 1 26 7•t9 h=50 1 0 85 � t 8� 0 is D-15 156 142 129 58.7 0 7 0.85 L03 i,sso t o.r15 t I a 0 18 20 156 138 126 ss 7 0 � 0.9 i ae 4 o ss � i a o.18 25 156 135 123 SBJ 0 7 0 94 1 12 � n 85 � 1 a 0.18 Bd nng B��nd 30 156 132 121 58J a7 0.98 1 i6 t o 85 � 7 4 C 18 shankbox Nailed Zx4 35 153 130 120 58.7 C73 1.01 t.i9 7 085 1 1�1 0.18 NardiePlank�% 5tt6 g�g naQ 0 1 t3" �hrough w �� 2-0 40 150 128 118 58.7 078 1.04 1 22 i o 8E. 1 t 4 0. i8 shank X top edge oi Doug-Fir q5 147 127 177 58.7 a.785 1.065 'I.ZA5 i o 85 1 7.4 0.18 026()" IiD Larch X Z 375" L P�ank 5� 14S 125 116 58J 0 81 1 09 � 27 1 0.&5 1 1 d 0 18 55 143 124 115 SBJ 0.83 1 it 129 I Q85 1 1.4 O18 60 142 123 114 58J 0 65 'I 13 1.31 1 �.85 7 1 4 0 1 B 100 � 17 104 98 58 7 0 98 / 26 1 M13 h>60 1 Q85 1 t8 0 18 0- 5 137 124 173 45,2 0.7 0.85 1.03 hs80 1 0.85 1 1 4 0.18 20 137 121 710 452 0] 0.9 1 tl8 1 0.85 1 7.4 O 1B 25 � 137 118 108 45.2 0,7 084 172 9 �.85 1 14 0.12 &d ring g��nd 30 � 137 116 106 45 2 0 7 0.98 1 16 I 0 85 1? 4 0 18 shank box Nailed Zx4 35 134 194 105 a52 0 73 1 07 t 19 , i o,85 � i.4 0 �a nait01M13" wood Ha�d�ePlank� 5/16 12 Through 24 40 13 112 104 A52 0.76 1.04 t�22 ! O.aS 1 i q 0 18 shank X �ap edge of Doug-Fir q5 129 i i t t03 46.2 0.786 � 085 7 245 1 0 d5 1 t,4 0 18 0260" HD p�ank Larch 50 127 110 102 45 2 0.s1 1.09 1 27 v o d5 1 � a 0.18 X 2.375" 4 55 126 109 101 452 0.83 1 11 1 29 7 O,d5 1? 4 O 1S 60 124 108 100 45.2 0.85 1.13 1 31 t 0 95 1 1-0 0_'18 l0(1 103 81 86 48.2 089 1,26 1,43 h�80 1 086 1 1.8 018 LI-t5 235 213 193 732.5 0.7 0.85 t03 h<_8o 7 065 1 i.a o_18 2a 235 Zp7 168 132.5 0.7 0.8 1.08 1 0.85 1 14 0.18 25 295 2Q2 186 132.5 0 7 0.94 1.12 7 0.85 1 1 a 0.18 0.092" Face 30 235 198 182 f32.5 0.7 0.98 1.16 1 0.85 1 14 018 shankX Nafled 2x4 35 23Q 19S 790 132.5 0.73 tA� 1�9 � OBS 1 t.n 0.18 HardiePlanic� 5/16 5.25 0222" HD �rough WO � 76 40 226 193 178 132.6 078 1.04 122 1 0 85 7 1 a 0.18 X 2.5" long P�ank Doug-Fir 45 222 190 176 132.3 0.785 1.085 1.245 t 0 8b 1 1 4 0, ie galv. Siding OVe Larch � Z�g 188 174 f32.5 0.81 7.09 127 1 0.85 1 1.4 0.18 natl 55 215 196 173 132.8 0.83 111 1.29 1 O.QS 1 1.d OJe 60 213 18b 172 132.3 0.85 t.l3 7.3'4 '1 0.85 1 1.4 018 tI10 176 156 147 132.5 0.99 1,28 1.43 h>60 1 083 1'I.B 0.18 0.15 215 195 177 171.3 0.7 0.85 1.03 h560 1 0.85 1 i.A 0,18 20 215 190 173 111.3 0 7 0.9 1.08 1 0.85 1 1.4 0.18 26 215 186 170 ifl.3 O7 0.84 �.12 1 0.85 1 1.A 0.18 0.092" Face 3p 215 182 18� 111.9 0.7 0.88 1.18 1 OB5 1 1.4 0.18 shankX Nailed Zx4 35 211 179 165 i11.9 0.78 1.01 1.1s 1 0.95 � 74 o.t8 D�222" HD wood NardiePiardc� 918 625 Through 16 q0 2p6 178 763 tit.3 0.78 1.q4 122 1 O.BS 1 1.4 0.18 X 2.5" IOng piank �� 45 203 174 181 711.3 0.7� 1.085 1246 1 o.e5 7 1.4 o.1a gaN�Siding overlap � S0 2U0 17Z 160 11f 3 0.81 1.Q9 127 1 0.85 1 1,4 O.1B 55 198 171 158 111.J 0.&M1 1.41 429 t O.dS 1 1.4 0.18 60 188 189 157 1N 3 0.86 i.t9 131 1 0.98 1 1.4 0.18 10Q 162 143 "18+{ ttt.3 0,98 1.28 t43 h>60 1 0.85 1 i,B 0.18 Page 11 i1 i ' � � �lJ:f,� � Rcr�ld 0�.�� a��a 4ssouates, inc ±'�� - � , �1 �?> gGO� Vdama .avenue #370 '' ; 3 ', fiwnu�g[on 62a::h CA 925C5 ` - S P t �_ i . �; i 1 i 792 :.60� c=11 � ; � = ,` � ; , �,l1h;847-4595fax �,,�-- 'y ' �`. _: Prc)er,t RIO-2159- . � 71�J� ' ` - � ' _ ��' ' 7 `. - , _ ":# j ✓� - g ° `� • ' - im1„�s' �;:r�rye FSUtli;mn I',��duc[s :�,r. � � '. '.i 7 _ •, _ _ l_�;� :-_ 10`.iC I i in� r�vnn',ie !�� `#� �� c�;i;i�ia, t,A n?;�. �' `. ,.� _ 37 ,�_ t°5 l)d�t � y 1 F�, . ';.�� 1 :iQb J /;� C).[l . _ ``, .- .., 1 � �.. Q851� �.Nind Spe�d'rph Coefficients used in Ez�el Caic��a4Yv�Sr�� " S �'�'a� ,T ' /� ; ��1�{ (3 �second gustl f.-- K z ;� r�: ; 1 i`} � pr` 18C�3u IRC� - -- �.�"i -�}� resrgr. � - -� > � Shid Buiiding � p L.oad L� f�rcduot 4V�dU Fast�nei Fastaner Fraine yPacng Heighl A (; K�, K, I GG� Gc-,.� � (PSF) Exp 6 kxp C�%P � Pradi�cl lhic'r.n�ss �ir�hesl �YP� SPar.;ng TYPO Imchesj (feeq � 085 103 h°80 1 0.85 1 14 0 .• (Inchesl 0-15 200 1S1 165 96 0 0 ' � 0.85 7 1 A Q 18 I 20 200 175 tot 96 0_7 09 108 25 2C0 172 158 1 0.65 1 t A 418 96A 0 7 0.94 1 12 i _ 1 09E t 14 O18 I p09:" Face � 30 2pp t69 ":55 960 0.7 098 11E � 085 1 i 4 9 iB f i 2:<4 �, 196 I 16�3 153 960 OJ3 101 119 0.85 1 L? 0.?8 I sh2nk X Natlnd t.pa t 22 022? Ht] � ,vcod , qp 192 16d 151 950 0�6 1 085 � 14 018 yi�8 � 7 7_F Throuc�h 0.?85 1 W5 1 20.5 �, H:;rcfir:Plank�tJ � � X"15"!ong I ,�� k UO q5 189 �62 15u 3GC 1 0.35 1 14 0�8 V �`� larcn �p 1&6 160 143 960 OB1 �09 �27 ��W Sidinp cveriap t o d5 " i 4 o t6 � i �i�i � �$ 183 159 � 147 960 0.'3:'r 1 it � 29 1 085 1 1 4 0 tE gp 181 157 1 Q6 96 0 U 85 1 13 1 31 100 15G 133 125 96 0 0 99 1 2C 1 43 h>60 1 0 85 1 1 8 D 96 0-15 187 170 154 84.3 07 085 103 h<_60 1 0.85 1 1.A 018 1 OBS 1 14 O18 I �p 187 155 t � t 34.3 D 7 0 9 1 08 0.8� 1 t A � 18 ` p gq 1-12 25 187 162 148 84 3 0� 1 0 85 I 1.A 0.18 ` �� ]~7" Blind 30 187 158 145 8�.3 0 7 0 9d 1.16 1 p Bg 1 1 J 0 1d shankX %X'� 35 183 156 M144 84.3 073 1Ot 1-19 1 0,85 1 1.4 019 Nadca �.vcod 180 15A te� 94 3 � 76 1 04 1 22 0 222' HD ThfuUah �G �� 1 0.85 1 1 4 0.18 liarc5i�=.Flanh `-�i d°'S X 2 5" �on� DougFir a5 177 152 140 84.J 0785 1 G55 t 245 roP edge of Larah 1 4 85 1 1 A G.18 galV Sidin J �lanh 5G 174 150 135 84 3 0 81 1 09 1 27 1 0 B.5 1 5 Q 0 18 na�.l Sg 172 149 '38 84.3 G.83 1_t1 i29 � O85 'I 14 01t3 6p 170 1 d! 137 8 3 0 99 1 26 1 43 h�20 1 0.85 1 1 8 0'.8 ip0 141 f25 117 0-15 177 160 146 75 2 0 7 0.85 1 03 h560 7 0 d5 ! 1 4 D i 8 20 177 156 14Z 752 07 09 108 i 0,85 i 1.A O.iB 7 OE5 1 14 f,td 25 177 i53 1AO 152 0,7 094 112 � pSS 7 t.4 0.18 30 177 149 137 75 2 0.7 0 98 1.16 O Blind � 085 t 5a ot9 shank X Lx`� 35 1?3 147 136 75 .� 0 i 3 �� 19 � 0.85 1 1 4 0.18 Naded µ,o� �70 145 13A 75.= o�e t04 �'Zz � 2y Q222" HD ThrougYt i6 40 1 0.85 1 1.4 o ts HardiePlank�J �f X 2 5" long Pottg-r�� AS 167 143 133 T52 0�BS 1.065 1 245 � 0.85 1 1 A 0.18 rop edge of Le�ch galv Sidin9 50 164 IM12 131 75.2 081 1.09 72 plank 140 1 0.85 1 1.A O,iB naJ 55 162 130 752 0.83 'I.�7 �25 i G.85 1 1.A 018 fip 160 139 129 7fl2 089 128 143 h>60 7 0.85 'f 18 018 tpp 133 118 110 0-15 155 141 128 5E.0 07 0 65 1.03 hs60 1 D 65 � 1 a 0 18 20 155 137 125 5A.0 OJ 0.9 7.08 1 0 85 '1 1-4 OJ8 25 155 134 123 58 0 0 7 0.94 1 12 0 092" 06nd 30 155 13t 121 58.0 OJ 0 58 1.16 1 D R5 1 1 d C 18 shankX 2 Y� 35 152 129 119 SBO 0.73 �� 19 � 0.85 1�4 0.78 Natled wood 0222"HD Through 15 40 149 127 118 58.0 078 104 122 Nard�ePlanh� 5l�6 12 X 2.5' lony Doug-Rr qg 147 126 116 580 0785 i.OB5 7245 t � 85 1 i 4 0 19 lop edge o( �a�ch galv Siding lank 50 14a 124 115 5B.o oai 1.09 127 7 o.e5 � �.n a.� nail P 55 143 123 114 58.0 0.83 1.11 7 29 1 0.85 1 1 4 0 18 60 141 122 113 58 0 0.99 1.26 1.43 h>BO 1 0.85 '1 1 8 0 78 tpp 117 103 97 0-05 192 774 158 88.a 0.7 085 1.03 hsGO 1 0.85 1 1.A 0.18 p 192 169 154 8B4 0.7 0.9 1.08 7 0-B5 1 1.4 O.ta 25 192 165 151 88.4 0.7 0.94 1.12 � 0�� 1 t 4 0.18 0.092" 3a 192 162 149 88.4 0.7 0.98 1J6 � 0.85 5 14 0.18 shank X Na d 2X4 35 186 160 147 88 4 0 73 1 01 1.19 0 222" HD wood 24 � 1gq 157 145 88.4 0.78 1.04 122 1 0 85 7 l 4 0 18 HardiePlank� 5116 5 25 7hrough Doug-Fir X 2 5" Iong plank 45 181 155 144 88.4 0.785 7.065 1 245 1 0 85 1 �.4 0 �8 galv. Siding overla Larch yp ��g 154 142 88.4 O.B7 1.08 � 27 > 0.85 1 7.4 018 nail p 55 176 152 141 88.4 O.B3 �'15 1 2s gQ 174 151 140 08.4 0 65 5 13 1.31 1 485 1 1 4 0.18 100 144 128 120 88 4 0.99 128 1 43 h�60 1 0 85 1 1 8 0 18 415 176 159 145 74.2 0 7 0 85 1.03 hs60 1 0.85 1 1.4 0,19 Zp 176 155 tA1 742 0.7 0.9 1.08 1 0.85 1'14 018 25 176 152 139 74.2 0.7 0.84 1.12 1 0.85 1 t.4 0.18 0.092" Face 30 176 148 136 74.2 0.7 0.98 �.18 1 0.85 � i.4 0.18 shank X Nailed 2X4 3g 172 146 135 74.2 0.73 1.01 1.19 1 0.85 1 1.4 0.18 wood 1 0-85 1 1.4 0.18 0 222" HD Thtough 24 40 168 144 133 74.2 0.76 'I o4 1.22 - HerdiePlank� 5it6 6.25 X 2.5" long P �� Dou9-Fir 4b 766 142 132 7a.2 0.785 1.085 1.245 1 0.85 � 1.4 0.�8 galv Siding larch �p tg3 tat 130 74.4 0.8� 1.oe 127 1 0.65 1 i.A 0.18 overlap neil 55 161 139 129 742 0.83 1.11 129 1 0 85 1 1.4 0. gQ t59 138 128 74.2 0.99 126 7.43 h�00 1 0. 5 1 1.8 0.19 tpp 132 117 110 Paga 12 ' iwna�d Oqawa anq Associates, Inr E9C' W2merAva�i.ie,�3�5 H��nhngten P,each, �;.q 92E4,; � ' � , 7 � 4 i 29"� �R� i2 � e6 - ('iti�947-q5g5'at � - `,, C;r , , , `ij+..,, Pro�ecl RIO-2�59-03 �j � ' . "�`�: ` " ' ` � _ _ I. 'ii . . �.hc'; rdd:n�l P; �n� � �. . Il-di" :_. J��i :.e � A � r . . i .,'Il.it'o . ,-. ;:? / .� � <i(e' > �._ t. i..� ' . '� : L.,, i� ' _ _ .+�,.d {�� . , , ,c Basic Wnd Speed mph i ��'- . ` . .;. _= y^:�' , . (3-second gustj �a�f�tcients used iP�x cu4ah�2S.'t�,FS�iF�ls"iP'7 . , IBC�8/RC� -- - - -- k. - - ��f ---��" ' ' : I Pro.�.uct - r i .�� " � Prnd�-:�? 7h;ckne:;s Vti4dth Fastener Fastener Rame 5iud �uil�ing Cestyn �/. jl „ til.. '�� ;incnes) tinches; !ypy Spa�mg Ty� Spacing He�ght B G D toaa 1l I } � ; i� (irn:hes) ((FBtJ (PSFJ Exp 8 Exp C 6:cp D 'K„ K� I GC„ GG j � `fr15 163 148 734 6q.0 01 0.85 t.U3 ht60 � 085 1 14 p7g � � 20 163 144 731 64.0 G.7 G 9 1 CS 7 0 ES 1 1 d C 1 �9 1 25 163 141 129 6a 0 0.7 0 94 7 12 1 o as 1 i a 0 1 B � U 09�" � � - - � shankX � ��`�" :Xq � 163 138 727 SeQ n7 098 11f, i D85 1 14 018 0:?2"ND Natled � 35 760 136 125 640 O.r3 tUt 713 1;ip5 I 1d�G I1a�diePlr:nk�. I qli6 � "l5 lhrou�h wood � 2d -- - -- x 2'�" lo;;u Doug-Fir 40 756 134 12R SJ.O Q 76 7 pd 4.'^ 1 C p5 I i 4 0 12 I plank 1 A5 154 '132 122 6a.o a 785 7 065 1 245 1 C 85 1 1 4 0�I ; palv Sidinc� I ar.;h , .�� uverlap 50 752 731 121 64.0 �.81 7 05 1 27 7 � 5� �-,- - --�-- i 141C13 55 150 129 120 6a.o pa3 , ti i zs � o,s:i i.v' u tP 60 148 128 N9 64.0 O85 i,13 '! 31 1 095 1 19 9 IS _ I 100 722 109 102 64.0 0,99 126 143 h>EO � 085 1 16 O16 � 0-15 753 139 128 56.2 p_7 p.e5 1 03 hBO 7 o es �, q o jy ZO 153 735 123 5B2 0_7 09 1 OB 1 OSS i L4 C 18 0057.. 25 t53 132 121 5s2 0.7 0.94 t.tz � 0,S', 1 in o�& � i3i,n�� `X1 I 30 153 129 119 Ss.z o.? osa 9i5 i op5 t �a ate yh3 � Na!led 0 22.." HD wocd I � 150 127 117 56.2 0 73 1.01 i.19 1 0 fl5 1 1 A 0.78 t iarnisf�lank�F�� SIt6 .9 25 ThrOU h � 24 4p 14? 125 116 562 0.78 1 6q 1.22 I 0 65 1 1 a p 1d � X 2 5 iona � Doug-Fir� c�rv Sidin �op edge of 45 S44 124 115 562 0.785 1.065 1 245 1 D 85 1 1 d 0 10 � '� � 9 lank Larch t r2;� G � 50 142 122 113 56.2 0.81 109 1.27 � p85 1 1�1 01II � I 55 140 121 713 56.2 0.83 1 ti 1.2�J 1� C85 1 14 018 1 I 60 7 39 120 112 56.2 0.85 7 13 1 3 i �i 0 85 � �.i � � y� � 100 115 1 �2 96 56 2 0.99 1 28 1 43 h>60 '1 0 85 1 1 d 0 18 0-15 744 131 119 50.1 0.7 0.85 103 h560 1 685 1 14 018 20 144 127 116 50.1 0 7 0� 1 OB 1 0 g5 1 1.i o 1 S 0 092.' 25 1 A4 125 114 50J 0.7 0.94 1 12 1 6 85 7 1 4 U.19 �hank X �imo ZC-0 30 144 122 112 50J 0.7 0.96 1 16 1 085 1 1 d 0 18 6222"FfD �lafled 35 tAf 120 111 5Q.1 073 701 119 1�J85 7 t4 018 ! 5l16 �?5 fhrou�h WO°d 24 q0 S39 118 109 50.f OJB Lpq 1,22 1 085 7 74 0.18 X 2 5' iong �op eage ot �oug-Fir ga�v.5�ding Larch � �� 117 108 50.1 0.785 1.085 1245 1 085 1 14 0,76 � plank i nail � 134 116 107 50.1 0.01 i.09 '12; 7 Oe5 1 t.a O.iB i 55 133 115 1 Ofi 50.1 0 83 7.'1'I 'I.29 1 Q.85 1 1 4 0 18 60 934 114 106 50.1 0.65 1.13 7.31 1 0.85 1 1,4 0.18 100 108 96 gQ 50 l 0 98 1 26 1 43 h>80 1 0 85 1 1.8 0.1 B 4'15 12 175 iQq 38.7 0.7 6.B5 1.03 h560 1 0.85 1 1.4 0.18 20 127 172 102 3HJ 0.7 0.9 1 Od 1 � 85 1 1 4 D 10 � 25 127 109 100 38.7 07 0,34 1 12 1 0.85 1'1.4 0 �8 0 097_ shank X sl°id � 30 127 107 9B 38,7 0] 0.98 1.18 1 085 1 1.4 Q 18 0222"HD Naile6 H � t �� g 38J 0.73 7.01 919 1 085 1 14 018 HeudiePlank�' S/75 7<" Through Z4 4p 122 tpq yg 38.7 0,78 1.04 1.22 1 085 1 1.4 0 78 X 2 5" Iong tr,p @dge of �oug-Fir c�aiv Siding L,arch `� 1z0 }03 95 38J O.J85 1.065 7.245 7 O,b5 7 7.4 0.18 nad plank 5p 118 1�2 84 98J o81 1.09 1.27 1 085 1 1.4 0.18 55 716 101 93 38.7 0.83 1 17 129 1 0 85 1 1 4 0.18 60 115 100 93 38.7 0.85 t.i3 L37 7 085 7 1 A 0.18 100 95 84 79 38.7 0.99 L26 1,q3 h>60 1 Q85 1 1.8 0.78 0-15 190 17Z 156 88,4 O7 0.85 1.03 h580 1 0.85 1 1,4 0.16 20 190 167 153 H8.4 0.7 0.8 1.08 1 0.85 1 1.4 0,18 0.092" 25 �� 88.4 . 07 Q.34 1 12 1 0.85 1 1.4 0.18 shank X Face 2X � 30 190 160 147 86 4 0.7 0.88 1.18 1 O BS t 1.4 �.18 Nailed 35 788 158 145 86.4 0.73 1.0� 1.79 1 0.85 1 9.4 0,78 HardiePlank� 5/16 525 0 222" HO Through WO � ifi qp 1gp �55 i44 86.4 078 1.64 i 22 1 0.85 1 1.4 0.18 X 2" long �� Daug-Pir P 46 179 154 142 86.4 0.785 1.0'85 1245 1 O B5 l 1.4 O 18 galv. Siding overla Larch nail P � 176 152 141 86.4 0.81 1.09 127 1 0.85 1 1.4 0.18 55 174 150 140 86.4 tl.83 1.11 7.29 1 0.85 1 1.4 0.18 80 172 149 139 86.4 0.85 1.13 1.3'I 1 0.85 1 1.4 018 10U tA2 126 1i8 86.4 0.gg 1,26 1.43 h>80 1 005 1 1.8 0.18 0-15 174 158 143 �2.6 07 0.85 103 It<_60 1 0.85 1'1.4 O.1B ZO 174 153 140 72.6 0.7 0.9 108 1 0.85 1 1.A O.iB 0.092" � 174 150 137 72.8 0.7 0.84 1.12 1 0.85 1 1.4 0.13 shank X Face 2X4 '� 174 147 135 72.8 a.) 0.98 7.18 1 0.85 1 �.4 0.18 Nailed 35 170 146 133 72.8 0.73 1.01 7.19 1 O.BS 1 1.4 D.18 HardiePlankffi� 5l16 625 0.222" HD Through WO°d 16 40 T67 1q2 132 72.8 D.78 1.04 122 1 0.85 1 �.4 0.18 X 2" lo�g p�ank Doug-Fir galv. Siding Lerch `u` 1&t 141 130 72.6 0.788 1.oBS 1.245 1 0.85 �.4 0.18 nail overlap 9p 761 738 729 >2.6 0.81 1.OB 1.27 1 O.Bfi i 1.4 fl.18 55 1 1 1$8 72.8 0.83 1.1Y 1.28 1 0,96 1 14 80 1 437 127 T2.8 0.85 1.73 1.31 1 Q.Bfi 4 1.4 q.18 100 130 116 1�9 72.8 0.99 '1.28 t.43 h>80 1 O.B5 1�'1.8 0.18 Page 13 � - aicUga.aan.Gasoc:a:��. 1�_ \�1, �is F . r � 4 �1 vVamec�:�enue #;?.; l, . - `'� } r" H.,riu,gtonaeacn ca y��h:y • �- p, ! ,e} =:� J �,( ". . �82 2�0� �SI� ; , �/ �� - ' � 1 , i;'�)Bd%4fii5f'r,x a ? - -' - Prn�act RI(1.;�54n9 . �� _ _ ` ��ti � �. =�"� `� ( � * +�( ±� � �. � � , y;. ,�- �� f!.:uio- 8�_;dJiny Piu_�_i.?s ;i.._ � .� _ � . �. ' ; . � �,:,.:.uF `" i�cn'e�:n <;Aa._3:i" -- :-e_, " -P:!iC, �i:21-73.1.i i � � i F '� ( i. , ' � _ _ }��' 6 �� _ ` .",,'�'g�' + ".l�.l#�jt.ij • ,`� i f, C3 - . 3. a�`' _ Basic Ndnd �pead mph �r- ' ,� .�� u,� ,i � . Coeffic3ents �sad tn Excel CafGiJl�� i � �� 's-sean�l gusti f � 's # , 113C�&;ftC�• h; �(j '"_.��.�,_��'�� ) �. ¢ t Praducl Stud 8utld�ng Desiyn I . � � Pi��°t Tr:ickness �'�`�th Fssione� Fastor.er 'rrame 5paang He�ht B G' 6 Craa � . (inohes) hnches) Type Spacin9 ` TvPe �inchars� (feeq � ;PSFj Exp E ."-xp C F�cP � K K; � I G:,, GG,.: 0.t5 151 1A6 f33 62.6 0) 0&5 t.U3 h560 A 0.35 1 14 Oa9 2t3 ib1 '42 '3p 6?6 C7 0.8 iQ8 1 085 1?4 0'8 25 761 h39 t2.' 626 07 0.84 1.12 1 095 1 14 018 � cy? fd�.e 30 i61 13o S25 626 07 098 116 1 085 1 14 0�8 shanhX Nailed ?Xa 35 `58 i34 SZ+ b:6 �-?3 �_Ci 119 ; 1 085 1�_ci5 0 222" HO 'n�ood f 5/io � 25 ihro�gh i6 40 155 132 S22 62 6 0 76 t.D4 1_22 ` 1 O 85 1 i d C i3 X Z" !an� Goug-Fir p�ark 45 ?52 131 121 62 E 0.785 1 Cw5 12d5 ? o as 1 1 d C� 18 i y�� Sid!ng L3rch ove:'iar i $p 1�•r '12:i 12!i G:6 0.81 7.09 1.27 1 C35 1 14 u'3 r•atl -- 55 149 128 119 62.6 0.&3 � it i.29 7 085 1 1A C,S.°i 60 146 7 27 1 18 62 fi 0.85 1.13 7.3'i 7 0 35 1 7 4 �":8 'IG� i21 107 �01 52.0' 0.99 7 26 1.43 h>60 1 085 1 t.8 o i6 6-75 151 137 125 55.0 0 7 0&0 1 0.1 hS60 1 0 85 1} 4 0 18 20 151 133 122 55 0 0: 0 9 1.08 i 0_85 'I 1 4 C 1 E 25 'S1 130 ':2G 55.G O7 03+t 1';2 1 0�5 / td C^8 C0�"[" ��.�� 30 151 t28 117 55G 07 098 118 7 085 � tA tlt6 ShankX n�3ded `�� 35 '148 126 f16 55.0 0'3 ��i t �9 085 1 � 4 013 0 222" H6 sveod IiarJ',�f'IanM'y% .v1E• 87.a � ihro�a�^ �� q0 ',A5 429 ':1S 55.0 0.76 iG4 � 122 1 085 1 14 018 X 2" �ong �oufl-Fir mp r:dc�s of q5 143 �23 113 55.0 �J7B5 1 085 5.245 i 0.85 1 1 4 6.18 gaiv Sidiny I.arch - - - - . a't {�iar� 50 141 ?2i 112 55.0 Q21 i C5 1.27 1 0.85 1 1.4 0 18 55 ?J9 t20 'i; 55A �.83 111 129 : t Q_$5 f? 4 0 is fi0 ^. s7 119 11 t 55 0 0 86 7 13 1.3'I 1 0 85 1' a 0 18 1G0 114 1D1 94 55.P 0.98 1 28 1 43 h>6U i 0.85 1',.8 Q 78 0 �43 t30 �tN 49.f o7 aas tai rsso � o.ss 1;a o�b 20 143 126 ..� 115 43.1 OJ 0.9 1.Q8 1 0.85 1 1.4 0 18 25 S43 123 113 48.} 0.7 0.94 1,12 1 0.85 1 i,4 0.18 OC92" �71�nd 30 tb3 521 ?11 +19.1 0.7 098 it8 t 035 "1 t4 aia shankX Naded zX � 3$ 140 119 109 49.1 0.Y3 1.07 119 � 085 1 1.4 O.1B 0.222" HD wood Hartl:�Plank�� 5i16 925 7hrough 1S 40 337 717 108 49.1 0.78 t04 122 � OB5 t 74 OJa X 2" lang Mp edge of Doug-Fir 45 '135 S 18 107 49J �J85 1 065 1 246 t 0 85 1 1 4 0.78 galv Sidin� piank �arcn nad � 133 114 106 �19.1 4.81 1.09 7.27 1 0 85 7 1 4 0.18 1 55 i31 113 105 d9J O.B3 1 il 1.29 1 0.85 1 1.4 C.18 60 130 112 404 49J 0.85 1.73 131 1 0,85 1 14 018 100 t07 85 89 49.7 0.89 128 1.43 h>60 1 0.85 1 1.8 018 0-15 125 114 tQ3 s78 07 0.85 t.03 hs80 1 085 t t.a O.te 2q y 125 111 W 101 378 OJ 09 1.09 1 0.85 1 11 OJB C 092" ZS 125 108 99 37.8 0.7 0 84 1.12 � 0 85 1 1 4 0 18 Biind 30 125 1P6 97 37.8 0.7 Q88 1.18 1 0.85 1 1.4 0.18 shankX Naded 2X4 35 123 104 96 378 0.�3 1.01 t.t9 1 �.85 1 1A 018 HardioPlank� 5/18 �Z G 222" HD Through WO°d 1S 40 720 103 95 37.8 D.Itl 1.at 1.22 1 0.85 1 1 4 O 1B X 2" long top edge of DOUg-Fir y� 118 1D2 94 3L8 OJ85 1 085 1246 1 0.85 1 7.4 0 18 galv Siding P � a � k Larch nad 5U 177 100 93 sZ8 o.a1 1.09 7 z7 � o.a5 1 1.4 o te 55 115 100 92 37.8 O.B3 i.N '1.29 1 OD6 1 7.A Ole 80 114 99 92 37.8 0.85 1.13 131 7 0.86 7 1.4 0 78 100 94 83 78 37 8 0.96 728 f.43 h�HO 1 0_85 1 1.8 018 0-15 155 140 128 576 0.7 0.85 �.03 hs80 1 OBS 1 14 0.18 20 � 756 136 125 57.6 OT 0.9 1.08 1 O.BS 1 1.4 0.18 �'� 155 13i '" �� Sr.6 0.7 0-84 ti2 1 085 "t 7.4 0.18 25 155 134 122 FaCe 30 57.6 0.7 0.98 7.18 1 0.85 1 1.4 0.18 shenk X Nailed � 35 152 129 119 67.6 0,73 1.01 7 19 1 0.88 1 1.4 0.1B 0 222" HD wvod HardiePlankQD 5116 5 25 Through 24 40 148 127 117 57.8 OJB 1.04 122 1 0.85 1 1.4 0 t8 X 2" long Doug-Fir plank q5 146 125 11fi 57.8 0.785 1.085 '1.245 1 0.65 1 tA C11B galV Siding vveriap �afch r� t44 12q 116 57.8 0.81 1.09 1.27 7 0.86 1 1.4 0.18 nail 55 142 123 114 5? 6 O.eS 7.11 1.28 1 0.85 1 1.4 0.18 60 140 122 113 57.6 0 85 1.13 1.91 1 0 85 1 1.4 0 19 10D 118 103 �7 87.6 0.99 1.28 1.43 h>60 1 0.85 1 1.8 0,18 0-15 tq2 129 117 48.4 0.7 0.85 1.03 h5B0 1 0.85 1 14 0.18 20 142 125 114 48.4 0.7 0.9 1.08 1 0.85 1 1.4 0.18 25 142 122 112 48.4 0.7 0.84 1.72 1 0.83 1 1.4 0.18 0. Face 30 142 120 110 48.4 0.7 0.98 t18 1 0.85 1 1.4 0.18 shenkX Naifed ZX4 35 139 11B 1Q8 48.4 0.73 1.Q1 1.18 1 0,88 1 1.4 0,18 0.712" HD wood HardlePlankGr7 5/18 625 X2 „� Through p � F � 24 q0 138 it6 t07 4B.4 0.78 1.04 �.22 1 0.88 1 1.4 0.18 galv. Sld ng Plank `a � 134 116 1Q6 49.1 03� 7.085 1.245 1 0.85 1 t4 0.18 neil ovarlep 132 114 106 48.� 0.81 .08 1.21 1 0.69 1 1.A D.18 f30 113 14d 4a.4 �. 1.11 129 t 0.95 1.4 0.1� �29 712 1 4B.4 0.�1 i.fS t.31 1 0.66 1 t.q D,t8 f(� 107 94 89 48.4 0.99 1.28 1,43 h>BO t 0.85 1 1.9 0.18 Pape t4 f;� r.i' ��ge:.v� anr. r�c;o�:ia,c: �„ , ' �, ' � ; � , � , ,�;U? 6v,�-ner �v.:nue, M";, E; � , ,t °;1�; -, '�i� r� . �, , H��d: t:r; �. ., ` %' ;; 291-��,r_. � _W; _` a = ''_: - ' �ti - f /14l f34 i �A;i55 t0t - �?, -' , , �. : Ri+�='?rc ;� - '� A� . ;, -° ` ' _, � _ . , ,.� ., ;3i. ��J„-r. ^ a 1, _,��._ -' . - . - i'.d)1 f.h�: A; ..� � . • t {or7tui��a ;'q57�� - .. -` . _ - j_�_ , � - . , f3asic Nfnd Speed m�:h ' � ,� �_� �\ ` , - - � -� � �oeffic�en(5•U6 �iri��c6lA:�}�ulat�als'r:�• ,.;? i (3-sewr�dyusl; �1 ;';., , , .,., 18C�s �RC¢�7 - K .�.c�.,-: _': �--- - - - � 2 F'rccuc! � i 5tud E}uil�in - - -� -- - - - -- i 1i;dth Fasten?; �astener �"rama 9 Oesigrt �- (-� - -� ( pr:,rlu�;1 Tn,cRr�ess � 5pacincp tfeght ' B C G �oau � I � nchas Unchnsj iype Spaciny Typa ' i t� / mchesj (feet (PSF) Exp 6 E�p C E.A U � K,� K„ i'vC GC, E ! � ' 0.95 132 1t9 109 4i7 o_e; t_os n:eo i_a ota: � 2Q 132 916 106 417 07 09 108 �i��g i±,i Otn� ( ! � I 25 132 1tA 10�i 4�I 0% Gg5 1t7� i 1 a niHl � �aao 30 132 111 t02 tt �� C p g,a, v3 ,?�;� o ` � c � �ha'ny. � ,Y4 - � = � Naiied 3S 129 110 1C? 11,; , 0.�3 1Ct � � - -- i � - _ �) 22" HO � wor,d � � __ d v '!t f{arJ:,:4':ar.pr_. i �Ilfi , ThroU�Yl 2G . _..." _" '_ n�' ;c�:�,a f?o;ig-Ftr 40 126 1PB 1G0 �1 7 07r.i 7 04 I?2 � i :5 7 i n o tti j ; ua!�, Sidi^u F'a.r,k I.zrli I a5 12A 9G? ��J e7 ' D 735 1^ 7'a% ~� �' P;h °� rn•.Ca;; � ( 50 722 1U6 3�3 a7 � OH! t o9 t<7� -..'.'..�� ' `'' _ . ._ - ..- ' --- I I naii �: �� a ; n � 55 i21 iD5 97� d1 ' 0.93 1.17 I�5 k? 0 BS 1 1, �;p� { 60 119 104 95 qi i o.85 1_13 7 a? _i.g� :;, n iy; ' 100 99 8b 82 et 7 04� 1.26 t 43 Fi�GC � R5 +. �� r, �91 ; 0-15 123 112 102 36 T 0 7 0 95 1 03 'i.:c0 0 35 i 1 4 C� ?8 ; � 20 123 109 9J 3s r 0 7 0.9 i Ce � t '� i , i_ c a._ � i a c_e i J J9� 25 123 1�? 98 36 7 P 7 0.9M 1 1^� c; ES I i a )�C � s.'tenF X, 61�nd � 30 123 iWJ 95 36 � 07 093 1_1G � O85 t t�, 9,1a NafiPC 35 121 103 95 36 ; O.iS 7 Ot I,� p i - i 1 � ;) «Z` f-I(J waod _ a'' ., r: a HarciinPi.�rm� Ed��; � iy �5 � fhrcuyh .., 40 118 107 r ,SG 35 � o.;s t.a4 i 2% ! c�5 ;�,s n t� � � X _" ton� � Doug-Fir - . � t e p e d o e o f 45 117 100 93 3s 7 0�ss i oc� 1 24G : 0 85 ' I» a �b � . �r:lv S�ding p!ar,k La�:.n � ' ; 50 715 39 92 36 % 0.87 � 09 i." � G H5 1;�i ., � � 55 113 98 91 3n i 282 1 1- ��g [: g5 +-� q - j 60 112 97 90 36 % O.AS 1 73 1 3i t Q.85 7 I.A u':3 f 100 93 82 77 367 0.89 126 143 h�C 1 G85 1 18 0i8 0•15 117 706 g6 s2 7 0.� o.as i o; nsso r aes i �« o. �a 20 117 1Q3 9� 327 0_i 0.9 108 i 095 1 14 O.ip � 25 117 101 92 3?7 0_i 0.94 172 � 1 q85 1 tA 0'6 � i)92" shank X a �� n � 2X4 30 117 99 J1 32.7 07 0.98 1 18 i 0,85 '1 iA D, �8 Nailed 35 114 97 89 327 0>3 1.01 119 ; t o.85 1 1a C.�9 0 222' Hll wood Hard�eFtankO � 5;;6 i g2g Through 24 40 1t2 96 88 32J 0.7& 10q 1.22 ? 085 1 tq O.�zB X 7' long Ooug-Fir tap eAge of d5 110 95 87 32.7 J.785 1.�5 1 245 t � p5 1 1 4 0 t8 i g�lv S(tlir.g ia k larch � � nail �'' ' 50 708 93 87 92 7 0 8i t 09 1 2? .. Q es 1 i 4 9 78 � 55 1tl7 93 86 927 oe3 i7t i?e �(� oes � �.a ote 60 106 92 86 32.7 0.85 1.i3 '1 31 � 7 0.85 1 7.3 p i8 100 88 78 73 32, 7 0.89 1.28 1 43 h>6C 1 0 85 1 1 8 0 18 i 0-15 102 93 3�f 282 0.7 0.85 1.03 hsRO 1 035 1 7: 0+8 � 20 102 9p f32 25 2 07 0 9 1.08 ? D.85 1 1 d 0 t e Q � z ., 25 102 88 81 25.2 0.7 6,84 1 12 0 85 1 7 S 0 78 shankX �� 2X4 � 102 86 00 25.2, 0.7 0.98 7J8 ' 065 1 L4 018 Na�led 35 1Q0 85 78 262 0,73 1,01 1.19 ' ; 685 7 1 4 O ta 0 222" HD wood Har�i,nP!ank�iv SiiG i2 Through 24 40 98 84 78 252 076 1.04 1.22 i C.3i: i 1a U'18 X 2" long �o ed e of �oug-Fir i galv Siding p A Larrh 45 9f $3 77 25.2 O]85 1.085 1245 1 0 85 t t a n te � nail Pienk 50 96 82 76 Y5.2 081 1.09 t27 � 0.85 1 1�i 0 i9 � 55 9d 81 75 25.2 0.83 t.0 i,29 ' 0 85 1 1 k 0 78 6� 93 81 75 23.2 0.85 1.13 1.31 '1 0 85 1 1 4 0 18 'I00 77 88 64 p6.2 0.99 128 1.43 h>80 1 0.85 1 1.8 OJB 0-16 191 174 156 88A 0.7 0.85 1,03 hs80 7 0.85 1 7.4 018 20 191 169 154 BB.O 0.7 p.9 108 ' 0.85 1 1.4 0.18 �� 25 191 16b 151 88.0 0.7 b.9a t �2 7 0.85 i � a 0. �e shankX F � y(q � 791 �� 148 98.0 0.7 0.98 178 7 0.85 1 1.4 O.1B 0.222" HD N81 w� 35 187 159 147 es,o 0.73 i.o� t �9 i o 85 1 �.a 0.18 HardieRiank� SH6 525 X2.5"lon TT�rough S 16 40 184 15T 145 88,0 OJB 1.04 122 1 0.85 t 7.4 0.�8 galv Slding P�ank P .�� 45 181 155 143 88.0 OJ95 1.085 1.2a5 i o.BS 7 1.a o.a8 naiE overiap 50 179 153 142 88.0 0,81 1,08 7,27 t 0,85 1 1.4 0.18 55 1T6 152 141 88�0 0.83 1.11 �,29 i O.B5 i 1,4 0.18 60 174 157 140 880 0.85 1.73 1.31 1 0.85 1 1.4 0,19 100 144 127 720 88.0 � 0.88 7.28 �.43 h>80 'I 0.85 1 7 8 D'18 0-15 175 189 144 73.8 0.7 0.05 1.03 hs8a 1 0,85 1 1 4 0 19 20 175 185 141 79.9 0,7 D.9 t.oB 1 0,85 1 t.a p.y8 0.092.' 25 176 161 139 73.9 0.'7 0.94 1.12 1 o.a5 1 1.4 0.18 shankX F � e �q � '��5 148 1�f'i 73.8 0.7 0.98 1.18 i o.85 1 74 OtB D.222" Hp Nailed 35 172 146 134 79.8 0.73 1.01 1.19 1 D.85 1 1.4 0.18 HardiePlar� SIt6 �25 X 2.5" lon Th �� gw� 76 40 18B 144 133 79.8 0.78 1,04 5.22 i 0.85 1 1.a 0.18 e P�e�k �� 46 185 142 13t 79.8 0785 1.085 1,245 1 0.89 1 1.4 0.18 galv. Slding PinaFir naii ��p 50 183 140 130 7J.9 0.@1 1.08 1.27 1 0.95 1 1.A 0.1H 55 781 1"�J �J.D O.B9 1.11 129 1 0.86 1 1.4 Q18 80 1 9 1`d8 128 ?3.9 p.8b 1.13 1.31 t 0.85 1 1.4 0.18 1�10 '} �47 110 7$9 0.99 1.ZE 1.43 h>00 1 0,85 1 18 OJ8 Page t5 ``,`.?�;-� �, �! !: � ' t/, �= L J �_,`i "`� �� %y, , 1 � P.�.�rsla Oca•sia 2nd Associates, Inc ;�� '•`. -, , ��, 3 ;5pllVamerAvenuF,#3�6 , - �•^i,.� , ��i�ntmy�un Beach, CF 926a8 ;-` 1 � s - � i �;j 2y2-2o02 c� . - t � • �" ~ t �_ � ;i'4'tE4r-459 - `�" � Pr�qc;ct RIO-2755�09 -' '� ;�' � y ��; � ; ,�., � _ _ � � -- ..�, �_ , S "�`- _ � _" .;ir... Nar.:ic ti,;q�iir.y pindu^1. Ins ' � . ; r�'f t`= - ?!, �, �,��c7;'� �"'�i A��r?ue '', i • � � �; ,i � . s �. f1�?33� ' % � � ..�,:�'�l�^'�� ' � '. F �r'on9 ;'4 �.� • •� j 35 i',7-J i. -; S�:"' �� 3 . ' .. . � � \" : /. ;� � , > �� ,��_� �� i 13 ��.._ 3 � q\ ; Bas;C Wind Spee.d tr�ph CoeHicients used in Ekcel Calr,ulation�7Qp9 T j �� I�- t i (3-secord gust) _ _ - - �. t9C�8 IRC� - - - �- - - Stud Buddmg DesiUn { Pracfuct Width Fastener Fastener Frame 5pacmo Heiyhl B C l] Lcad c�� {�;�� 7hickrass �PSF) Exp B�_'xp C Exp D K K� 1 GC„ GC,„ (inches; Type Spaana TYP° t��ch25) (fee�? (inchesl 0-15 163 148 134 63 7 a 7 0 85 1 03 nsBU 1 0.85 1'1.4 9� Zp 163 144 137 63 J U 7 0.9 1 08 1 0 eS 1 1 4 0 18 25 753 14Q 129 63 7 0 7 � 8A 1 12 1 0-95 1 � 4 0 18 E3i 07 098 1.16 1 005 1 1.4 018 0 �79i" 30 153 138 126 - i � 4 0 18 shank x `a �� x`� 35 159 735 1?5 G3 7 0,'3 t Ot i 15 � 0 85 Naited 1:3 e3 076 1A4 122 1 0.85 1 14 O.iB ; ps ��` � Thro� h voG iu 40 1�G 133 HardiePiank�i? �lih X 2.5" bng 9 Spruce- 45 154 132 122 63 7 0 785 1 005 1 2S5 1 Q 05 1 I 4 t] 18 plank pir:e�F:r 6� 7 0 ai ! 05 � 2% 1 c 85 1 1 n 0 iR Iflakv Sidinr� overlap 50 15` 130 121 _ � � p e � � t a e 16 nad ( �,5 149 125 72p fi3 7 0 83 : 71 25 60 ?48 128 119 637 OB5 ' 1� 131 1 085 1 14 01E � p� � 22 1$8 126 56 0 0� O.dS � C3 fL&u 7 0 85 1 i 4 0 1 B 0-15 153 - 2G 153 135 123 56.0 0 7 0 9 1 09 1 Q85 1 1,4 � 18 ?5 �g3 132 121 560 07 0.94 1.12 1 085 1 t4 0.19 0_092" 30 153 729 118 S6 C 0 7 � 99 1.16 1 0.85 1 1.4 0.18 Blind 2X4 11 i 5G O 0.73 1 01 1.19 I 0 05 1 1 4 C 1B shank ;C 35 149 127 � ' � 0 35 1 1.4 0 18 Natled ..��ood 0222"HD rnrou h ;g AO 146 125 iI6 5b.0 076 04 1.22 He:ir7iePlank��!� `iii6 �� y S ruce- X 2,5" lon9 P 45 144 124 f 14 56 U 0785 1.055 i2A5 1 0 85 1 1 4 0.1� !op edge of galv.5idir,g Pinz-F'v plark 50 i 42 122 113 5c D 0 81 1 09 7 27 4 0 BS 1 1 4 � nad g5 140 121 1 11 56 0 0 83 1 11 1 29 1 0 85 1 1 4 0 18 gp 138 120 ' 12 56 0 0&5 1.13 1 31 1 D E5 � 7.a 0 18 1pp 115 '102 95 S6D 099 126 1A3 tv60 1 OE5 1 1-8 918 0-15 144 131 115 50.0 0 7 0.85 1 03 h5o0 1 O 85 1 1.4 0.18 20 144 f ZI 1 I6 50.0 0.7 0 9 � 08 1 0 85 1 � 4 0'18 25 �44 124 114 500 07 094 L�2 1 0-85 1 14 0.18 0 09�"' 30 144 122 112 50 0 0 7 0.98 1 18 0, 85 1 i M1 0 18 Blind shank X 2X4 � 141 1<"0 110 50 0 0 73 1_01 1 19 0.85 1 1 4 O 18 Naded wood i O.B5 1 14 D iS 0 222" HD Thrcugh 15 40 138 718 109 50.0 0.76 i oa 7 22 NardiePiank�J SIt6 y r x 2 5" !ong Spr�ce- 45 136 117 108 50.0 0 78b 1 065 1.245 1 0.85 1 1 4 0.18 top edge of P�ne-Fir galv Siding PIanR 50 134 115 107 50.0 U.87 t.o9 7.27 i o.&5 S 14 O16 nai'. 55 132 114 106 50 0 0 83 t 1'I 129 1 O 85 � 7 A O t e 60 131 1t3 105 �0 099 7.26 143 h�80 1 085 1 1�8 0.18 100 106 96 50 0-15 126 115 10A 38 5 0.7 0.85 7.03 h<_60 1 0 85 1 1.4 0.18 20 126 112 102 3b.5 0.,' 0 S 1 08 1 Q BS 1 1 4 0 18 25 126 109 100 38 5 0.7 0 94 1.12 1 0 8,5 1 1.4 0 t8 0.097' 81ind 30 126 107 98 38.5 O.i 058 1.16 1 C d5 � � 4 U 1a � shank X Zx4 35 124 105 97 38 5 OJ3 1 �1 � 19 1 0 85 1 1 4 0�8 Na�lod wood �� 0.222"MD Through 16 40 127 104 96 305 6.78 1.OA 112 1 0.65 1 74 01 HardieP�ank� 5f16 X 2 S" tonr� Spruca- 45 t 19 103 95 38_5 0.785 1 G65 1 245 1 0,85 1 i 4 0 t8 top edge of galv. SidinS� Plank Pme-Fir r� 198 t01 94 38.5 0.91 1 �9 1.27 1 0.85 1 1 4 018 nail 55 116 100 93 3B 5 0.83 1 71 129 1 O 85 t 1 4 C 18 gp t'15 100 92 385 095 7.13 13� 1 0,85 1 t.4 OJB 100 95 84 79 38 5 0.99 126 1 43 h>60 1 0 85 1 1.8 0.10 0-15 156 142 129 58 6 0.7 0 85 1.03 hs60 � 0.85 'Y 1 4 0.18 2(1 158 138 126 58.6 6.7 0.9 i.QB 1 085 1 7.4 O.iB 25 156 135 123 58.6 0.7 0.94 1 12 '1 0.&5 1 1 a 0.'18 0.092" Fa � 3p 156 132 121 58.6 0.7 0.98 L�8 1 0.85 1 t4 0.18 shank X Zx4 35 153 130 120 58.6 0.73 1 01 i.79 1 o.85 1 � 4 0.18 Naifed Waod 0222"ND 24 40 150 128 118 58.6 0.78 1.04 1,22 7 0.85 � 1.4 0. HardiePlank� 5/16 5.25 X 2.5" long TMrough SPN �_ plank 45 147 126 177 58,6 0.785 1.065 1.245 1 0.85 1 1.4 0.�8 gaN Siding overlap P�ne-Fir r� 745 125 118 58.6 0.01 1.09 127 1 0.85 7 1.A 018 nail � 143 12A N5 58.6 0.83 1.11 12b 1 0.&5 1 7.4 0.18 gp �qZ 123 114 SB.6 0.85 1.13 1.31 1 0.85 'I 1.4 0.18 100 117 104 9B 58.6 0.99 1.28 1.43 h�60 1 0.85 1 �.8 018 P15 743 130 118 49.3 0.7 0.85 1.03 hs60 1 0.85 1 1.6 0,18 y0 tA3 126 115 49.3 0.7 09 'I.OB 1 0.85 1 14 010 25 1A3 123 713 44.3 07 0.94 1.72 1 0.85 7 1.4 O.iB 0 pg7' Fa � 3p 143 121 111 49,3 0.7 0.98 1.16 � 0.85 1 1 4 0.18 shankX 2X4 35 �qp ��g 110 49.9 0.73 1.01 1.19 � 0.84 1 1.4 0.18 D222" HD Nailed wood HerdiePlank� �16 625 Throu9h SPruca- 24 40 137 177 109 49.3 0.78 1.04 1.22 1 O.Bb 1 1.4 0.18 X 2.5" long P�ank 45 135 116 107 49.3 0785 1.065 1.245 1 0 85 1 1.4 0. t� gaN Siding Pine-Fir nail overlep 50 133 115 108 48.3 0.81 1.09 t27 1 0.85 1 1.4 56 131 114 105 4s.3 0.83 1.11 129 1 D.89 1 1.4 018 gp �30 113 105 49.3 0.85 1.13 1.31 t 0.85 � 1.4 016 100 107 95 88 49.3 0.99 1.28 1.43 h>8p 1 0.85 1 1.8 0-18 Page 16 • :, - :_: , lOgawax�nc��'��eoc.atas.v - , ... � VYbrnc�� •i-•r:�uc ¢. ; ' .n�n:,n,^,�cn8ea� �:A b2"r4b r= =- 4 t.; � 1��1iy�' Z�JO;::�ei'� , �-,, � - ... (;14)9<tTq�95faa Y w + � T 't;� :��•`.., �'� RIC' : 'C�a-i,.�:i , �,. - { ��r . ^. t .__. � F . r-- � . , I � r i r ._ �, � r � � , . _ , I ' , ,+ 1.;ru q-.� ,.. -_ i-�} ` r, dana �,P 9. ' 3 _ S I :,� , ?.i; i�i- .. � - . , � , _� r �t ': t� .`_, r"s-a;��;:. ,_ _ flas�� Nncl SPee�� mph - i� :J' i ; ' ., = ,�.�,F Cca�c:ertts useG in E'xc2Y�d�(Clti�'i{0� [!F Iabie' `+� i3-secend c:.s - a.> �� j . ` i d� � �:y:_.. � ' rec��l�zcfi,�� "- - ----;�- - - %t, i ,- r�� t �:<,. ;�� i . � #,3=i' ; P�oJu� � i Stud BuildinV Cesryr* -- - i - --- -� Vftlth i-astfne: f'aster.2r Fratna � I ��ucl I TI-rc6:ies: �irches, r�,,.: :�pac�r.g Hemh� B D Lcau I ; ^ , '(r:chas� .N.. Spac�ng Type i �inchesl 4eati a5p; � : ( ( � Exp B Ex.p C EYp D K K: i i G„ Gc , ' G15 133 1^t 110 425 0) 0.85 i Q3 hso"C '1 p.85 1 i l 0 19 � 20 133 ? 17 107 42.5 0 7 0 9 . 1 05 D ��..5 1 1 1 4' v' 1'? 25 133 � IS 1Q5 •12.5 G.7 J.�A I?? i Q85 1 1.4 G.1P, O �� nh.. Fa:cr I 30 ? 33 11 � 103 4: 5 47 b 59 1 1Ci i [) 85 � 1 1.4 u U sF.ar: ): I �X-i � --- � �+a;:eJ ! 35 13G 11 , .l02 d2.5 � 73 1 Q'I , t 1J i � E�5 �1 7 a G t:a �i 22:�. Nn � :vccq ..�.....�'�anh�•� i ,_ �_ �� 5' I::rq I itirn;:�::h 3YS.a<.e- i .� 40 t2+3 iC3 fOl 415 OJ8 1.04 1 22 1 J.85 i 4 G t plank 4., ?25 108 700 425 cJB5 i_oe5 1 2a5 �i �'�S° +• rJ t; ; galv Stdtr�i P:;v, i=r �.�_ ._ �� _ � .. o��crl�� ?? --�'_.._- , ' ' - � �i9 4 106 95 32.5 � Q.81 1 G3 1 27 ; U 6�� ;: i a' r z � ; 55 7�2 1�6 38 425 �.83 111 {2J 1�OA5 14 0id ' � � W 121 105 97 42 5 0.85 1 13 1.37 1 q 85 1 1�t 0�t 3 1 i0D iD0 BA 83 �t25 099 1 20 I A3 h>o0 7 Ok1h t t 3 0 i9 i 0-15 t25 113 703 37.7 o.; �85 7.C3 h-�o i p35 1 1: Cia � i j ' 2L� 125 17 0 100 37 3 � 7 0 9 7 08 � 7 O 65 1 1 A� 0 1 d � . 25 12` 10i 98 373 07 094 7.�2 i 1 085 1 1 R 0 t8 ��ha:it ' HI° �`� �XZ i � 12` 105 97 373 07 0.58 11G � 74 O15 � :'da:lar 35 '122 �04 96 3T.3 073 7.Oi i 79 1 i? 8� 1 1.4 0 18 0 ,, FiD woad ;-fa'c+^Plankl� � 5/16 ,��. Ihro,�gh �'l 40 120 102 34 ;i.'3 0.'�6 t.G4 ;22 1(>ii5 1 1.4 619 I � i � �Cf;C $GtU�6 tep e: ge ef � q5 71B 1qi 93 3'.J OJBS 1.085 t 245 i Jsb 1 t.a 0 ia I gaiv Siding� pi.+nF P�n=-F�r . ;,;;�; E:0 1tE i ti)0 92 3'.3 087 1.G9 ;27 7i0F5 i tS u.t3 i � � 55 ? 14 99 t32 3T 3 0 83 ", 17 i 2g � 0 6ti 1 I 4 ; i 3 ! I o"0 113 98 91 373 085 1.73 t�! 1 DfiS 1 1.4 C.IJ 100 94 63 7g 37 3 0 99 '1 26 1&3 h>6C 1 0 85 Y 1.8 0-7 ff 0-15 118 107 97 33 3 6.7 0.05 i.Q3 h�0 1 0.85 1 1.q 0 16 � � 20 118 704 95 33.3 0.7 0.9 1.0$ 1 G 85 1 1.4 O 18 ; � ,� ��`. � I ZS 118 102 53 33.3 0.7 0.94 1.12 1 G SS 1 1.4 0 18 Blif�� 30 178 99 y1 33:3 47 0.98 1,16 1 685 1 7A 0 i8 &t�ar.tc %C _Xa � '0.222"HD Naileh woca � a' 115 98 90 333 0.73 1.01 1.19 i 0.85 1 14 0.18 Ha;r�;gPlank� � 5/"!6 925 Thro�gh � �a qp 113 97 89 33.3 078 t.04 i22 t X 7 5" !eng Spruce� p 85 1 i a o i a toN edge o( 45 11 f � 95 88 33.3 0.785 1.tl65 1 245 1 0 86 � 1.4 0 18 � galv Siding pine-Frc ' � D�urtF: 50 109 94 Bi 33.3 0.81 7.08 ? 27 � 085 1 1 4 Q t8 1 � 55 708 93 87 3J.3 0.&3 ?.91 i 29 1 0.85 1 � 4 P 18 � 60 107 93 86 33.3 6,85 1.13 9.31 � D 85 1 1.4 6.18 '100 88 78 T 4 33.3 0.98 1 28 7 43 h>60 1 0&5 1 1.8 0. � 8 0-15 103 9A 85 25.7 OJ 0.85 1 C3 h�0 1 095 7 t.d 0 i8 20 103 91 83 25.7 0.7 0 9 1 Oa 1 o e6 t 7� a 1 e ; �,� 25 iQ3 f39 82 267 07 0,84 �1« 1 085 1 7,4 0'18 j 5hank X f ��` ZX4 f � ?a3 87 80 25J o.7 o.9a 1 ts 1 0 B5 1 t4 0 79 � � Naded 35 701 . � . �86 79 z5J 0.73 t.Qt ;18 1 085 � t4 073 O.Z22�� HI� `NOOd Haid:ePiank� � 5/18 12 Through I 24 40 89 65 78 T5.7 0.>B 1.OA 1.22 t 085 1 t.a 0.18 � X 2 5" long Spruce- gaiv. Sidinfl top edge of P � F . , 45 88 8d ?7 25 7 0.785 1.085 1245 1 6.85 1 1.d 0.18 � naii plank 60 96 83 77 15J o.91 1.09 1.27 t o 86 1 1.a 0 18 55 95 82 7fi 25.7 0.63 L'11 129 1 0.85 1 1,�4 O.1B 60 94 81 75 25.7 0.86 1,13 131 1 O.B$ 1 1.4 01B 100 78 69 65 25J 0.98 1.28 1.43 h�80 1 0.86 1 1.8 G.18 0-15 177 160 14fi TS i OJ 0 85 1.03 �s80 1 0 85 1 1 4 0_ 18 20 177 756 142 7S! 0.7 0.9 t,DB 7 0.86 '1 7 4 0.78 25 177 152 140 75.1 0.7 0.94 1 12 1 0 85 1 1 A 0,18 shenkX Face 2X4 30 177 1q9 137 75.1 OJ 0.98 110 1 086 1 1.4 0,�8 0 222" HD Nailed N ,� 35 173 147 135 T5J 0.73 1.01 1.19 1 0 8B 1 1 q 0.18 HardiePiank� 5/16 5 25 X 2" long ��hrough Sproce- �6 '`�0 170 145 134 T5.1 0.T8 1.44 522 1 0.85 1 t4 G.18 galv S{ding Plank Pme-Fir � 167 143 132 78.7 0.T85 1.065 1.245 1 0.85 1 1A 0.18 nail over1ap 50 184 iq2 137 757 O81 709 t27 1 0.85 1 1.n 0.�8 55 182 740 130 73.J O.B3 t.11 1.2�J 1 0.8b 1 1.4 0.78 60 160 139 129 75 1 O.B5 1 13 7 3� 1 0.8b 1 1.4 0.18 100 t33 118 110 75.1 0.88 728 1.43 h>60 1 O e6 1 �,8 0.18 045 162 147 133 63.1 0.7 0.85 7.03 hsGO 7 0.86 1 1.4 0.18 ZO 162 143 136 63.1 07 6.9 7.08 1 0.85 7 1.4 0.78 0.032., � 162 140 126 89.1 07 0.94 1.12 1 0.86 1 1.4 0.78 Face 30 162 187 126 83J 0.7 0.98 1.18 1 0.86 1 1.4 0.18 shank X Neiled 2X4 35 159 135 124 83./ 0.78 1.01 9.18 1 0.88 1 1.4 0.18 HardiePlank� 5/16 625 0'222 Hp Through WO°d 16 40 155 133 123 63.1 0.78 t.p4 7.p2 7 0.85 1 1.4 0.18 X 2" Wng piank Sa palv Siding Plrre-Fir '� 753 731 121 63.1 0.186 .086 1.Y43 1 0,86 1 1.4 0.18 nail oVetlep 50 151 130 120 83.t Q.Bt t.Qit 1,27 1 O.Bb t �.4 0.18 56 149 129 119 63.1 0. 1.11 t.2s 1 o.eg 1 tA O.ia 80 147 127 118 &9.1 O.B6 1.13 131 1 a.g5� 1 1.4 O.tE 100 122 10H 101 83.1 0.88 t28 1.43 h>60 1 0.96 1 i.8 0.7 Page 17 , � � ! � }„�', kcr�a�c �;9a�ra ano 4ssc:,�r;es ! �_ . - s --_'; ': _ ; ' ;�7i t,^drrnerN��n�= k3,-c .� : . _ "�;#�� '�-. Hi. �rm,g;�x: B:ac^ CP, 9Zo"49 __ _� _ . - ��' �� e . � "�l` �s •;��°-. t � 1=7� 242-25Q% cel: - ,°- .< - �7141�7-4595fax - =�`�i 3 � , � "`,� � �v � Prcject RIO-2159-0'; � `-- ° '� ,'- .� � �' �' . �, ._ � . _ _ - ,� , .� _ rla°�.,; C;� d: �,� f-.�._ ..�- . ,� _ �' Z ,�' , _ . - -'11 • �_ , . � i� ..\.�xv.z _ 1'� .. - � .>�: t {` � -- " . ,.. . . , '�1 y, : i, ' f�� { j . , _ . L /��'�d ,�._ ..�li ._ �: 1� "/ � /� ' •'73'4' �` .!13+, 9 �F \ �+ 1 `✓/,� p �` � � � ,�`/� < �� .P � ��' <', , � �,.�'� �� Bssic Vvind $peed mch Coeffw�ents used in Excei Ca�Cdi'akldryf 3}dr!�� la 7 (3-secor:d gusry iBCC�is`" !RC•c� e � -- -�� i Product Stud Building - - , ' a^ 4Po:dth Fastener Faslener Frame i iu.:. � Ttilekness _ Spaang Heght 9 C D Load � �nch2s. (�nchesi 7 YPe �P�!�9 T�`Pe (inchss) (feet} (PSFi e�p 2 exp C Ew D r._., K., I GG�, GC � 0-15 15D 1.i6 124 54 4 0 7 0.85 1 03 hs80 1 G 85 1 7.4 0.18 2t7 150 133 121 S4-A 0 7 0_9 1 0$ i G 85 } i_4 0 t8 ,� �� , 25 1.i0 130 ? 13 SJ q Q 7 0 9E 1,12 � 0.85 1 i Q 0':3 Face 30 150 121 ?P Sa» 07 098 iJ6 ?;C85 t t4 J19 s'iank X Naiied ?X4 �r 1�:7 125 ' 15 54.d 0 73 t U' 1.19 : G 85 t 1.4 G�8 Q 22T N; Thro�agh wood 15 -- - � I? :,^P;v 1� � :;, I I; -,_., 40 1 w1 123 � 14 5d 4 0 75 1 p4 1 2.^ ? i 0 85 ? t A 0 19 Y ?" br^y Spruce- piank 45 142 122 ? 13 ;3-I 4 0 78` 1 C65 1 245 } 0 86 ? 1.4 il 10 + ; ca�v $tding i �r,�-� �r '- -- t-._y_.� � r:2i� over!ap Sp 1� 120 i 12 3J_ D 87 1 09 1 27 !'� 1 0 B5 1 7 a 'v 18 � � 55 138 119 � 1? .§4_d D 83 1 71 1 29 1 0 65 i 1 4 0 18 60 136 1f8 ?10 %�i_a oe5 ;t5 i3t � Das y;a qi8 100 113 109 94 54.4 099 126 1�f3 h�60 1 085 1':.B 0'18 0.15 141 128 116 a78 0.7 0.85 703 hB0 1 085 1 14 0_tA 20 141 124 113 �S7 9 0_7 0.9 7 OS . 1 0.85 1 i 4 0.78 25 141 122 111� 4?b 0_7 094 112 .7 OB5 1 14 0tA s�hankX Q �� r � 2X4 � 1�1 119 .� 109 4;8 C7 098 t.te 1 0.85 1 t4 0.)S Natl2d 35 13@ 117 iC$ �l78 0.7:� 1.Q� 1 19 1 0.95 7?� 6.79 a: dw ;,�r: 0 272 H''.) �n�oon F . F, =liF ±1�5 7hroug^ ?5 40 135 116 1G7 g:8 07E t.04 122 1 0.85 1 1-4 0.18 X 2' bng Spr ce- - � top eage oC 45 i 33 114 106 47 B 0 785 1 065 1245 1 0.95 1 1 A 0 t8 gafv Sidinp lank Pme-F; na� P `-� 131 113 1Q5 175 0&5 t09 1.27 1 08' 1 19 0°,8 55 129 112 /C4 47A 063 1?1 129 I 0_95 1 i� Ji8 60 728 itt 103 478 D65 113 7.37 1 0BS i'I 078 100 106 94 88 d,'.9 0.99 1.26 1.43 t�>60 1 0 85 1 1.8 0,18 0-15 733 121 110 �26 OJ 0.95 1.03 h�o'0 1 085 1 �4 D.°8 20 133 117 707 s26 07 0.9 1.09 ' O.ElS � 14 0^,8 � 25 133 115 t05 J2.6 OJ �.94 tJ2 1 0.85 �'1.4 0.18 E :� os2' � err;a i so iss ��2 �es az.e o� o.sa ,.ie - o.as � �a o,� ! I shanh X Nai!ad 2x4 35 130 111 1Q2 42.6 0 73 LOt t79 t 0.85 1� 4 0-18 Flard;aPiar.k�. 5f16 g 2� 0.222" HD Through wood �6 40 128 109 105 42.6 0.78 1.04 1.22 7 0.85 � 7.4 0.18 X 2" long Spruce- galv Sfdirtg 1OP ed9e °� Pine-Rr � �26 'IG8 100 a2 B O.t85 � 085 7.^<45 1 0.85 � 1 4 0. r.atl piank 50 124 107 99 42.8 0.81 1.09 1.27 1 0.85 1 7.4 0.18 55 122 106 98 42.6 0.83 1.N 129 1 O.BS 1 i.a 0.18 80 121 105 97 42 6 0.85 1.13 1.31 1 �.85 1 1 4 0.78 t00 100 &9 83 426 099 7.29 1.d3 h�BO 1 0.85 1 1.8 0.18 0.15 117 106 9fi 32.9 0.7 D.85 1.03 hs60 7 0.85 1 1 A 0.78 I 20 117 f03 94 3<^.9 0.7 09 1.08 1 e85 1 t.A Qt8 0.092" 25 117 101 92 32.9 G7 0.94 1J2 1 0,85 1 i.-0 O.iB �hnd 30 1t7 99 �Ji 3?,9 U,7 0.98 'IJB 1 085 1 1.A 0.18 shankX Natletl Zx4 35 114 97 90 32.9 073 1.01 1.79 1 0.85 7 1.4 0,18 HardiaPlank� 5/�6 �2 0222"HD Through WO ?6 qQ 112 96 69 ?24 0.78 104 122 9 0.85 1 1.4 p18 X 2" long �op edge of Sp �� q5 110 95 88 329 0.785 1.085 4 245 1 Q g5 1 1.4 Q-18 galv Siding lank Pir,e-Fir neil P 5U 109 94 87 32.8 0.81 1 08 7 27 1 0 85 1 t.4 0.18 55 10P 93 86 32.9 0.83 1 11 1 29 1 0 85 4 t.4 0.18 60 106 92 85 32.9 0.&5 1,13 1.31 1 q,85 5 t4 0.'f8 100 88 T8 73 32.8 0.99 1.28 143 h>80 1 0.85 t 18 0.18 Q-15 144 131 119 50.! 0.7 0.&5 1.03 hs60 1 0.85 1 1.4 0.16 2tl 144 127 116 50.7 07 0_9 1.08 1 0.$5 1 1.4 0.18 � Q � 2 „ 25 1 q4 124 114 50, f 0.7 0.94 1.12 1 0.85 1 1 4 0.18 Sh9nkX Fa � 2X4 � �`� �� 112 30•t 0.7 0,98 1.18 1 0.65 1 1.4 0.18 Nalad 35 141 120 111 50. t 0.73 1 04 1.19 1 0.85 1 1.4 0.18 HardiePlank� 5liG 525 0227'HD Through WO°d 24 q0 738 118 109 50.t 078 104 122 1 q85 1 1.4 0.18 X 2" long lank Spruce- galv Siding P Pine�Fir 45 136 117 108 50.1 0.785 7.085 1245 1 085 T 1.4 0.18 nad O°e 50 134 tt6 107 50.1 0.81 1.08 127 1 0.85 1 7.4 0.16 55 132 115 t Ofi 50. f 0.83 1 11 129 1 0 85 1 1.4 0,18 80 131 774 70.5 50.1 0.85 1.13 1.31 1 0.86 i 14 0.18 tOD 108 96 90 50.f 0.99 128 1.43 h>60 1 0,85 1 1.8 0.18 0-15 132 120 109 42.1 0.7 O.B6 1.03 h58D 1 0.85 1 1.4 018 20 132 117 106 42.1 0.7 O.B 198 1 0.88 1 1.4 0.18 �� 25 132 114 t05 42.1 07 004 7.72 1 085 1 1.4 0.18 Face 30 132 112 103 42.9 0,7 0.89 1.18 1 0.85 1 f.4 0.18 OS HD Na �� wood a+" 129 110 101 t2.9 0.73 1.01 1.�8 1 0.&5 1 t.A 0.18 HordiePlankQ4 5ltfi 6 25 X r' � ThrouBh 3pruce- 24 40 127 108 100 42. f 0.76 t.OI 122 1 0.85 1 t.4 0.18 gelV Siding Plank Pine-fir �+` 125 t07 99 �2f 0.795 1.065 1.446 t o86 1 1.4 o.ta nail °y � a p � 1� tW 98 �2.� 0.61 LOB 1.27 1 0.85 1 1.4 0.18 56 121 105 97 �2.1 p.83 1.77 1.29 1 0.86 1 1,4 0.18 80 12Q 104 81 42.9 0. 1.13 1.31 1 0 85 1 1.4 0.18 100 99 8B 83 42.1 O.gB 7.29 1,49 h>60 1 086 t 1.8 0.18 Page 18 . -,. �a J i ., _ �.:d Assoc� :�: s ;r.� . � ..��ci � .�. �..�. ., , - �( � il�_ I� fi6.�: 7 r� `J �� 1�{ i`.1,' (, !�i1 BAi •15��Sfax (rcy��:l Ri;,,'i' •-(`y � la.r�f� H`�t�i:n t$� �,1; � t:.c,".._, t! � _' � .it A�.�n_:= F��n;ar:a, : � .,29.3; 1 '!„�=dt;__', C38S'C 1Nnd Sp(:Fd !rn` �;��icients usetl ir� Excel Caiculai��u�5 F��r (.ib�: ,3-sexnQ y�;s iBC�.'d I�C`: � -K __ _-'-- ------ - ---� i Pro�i�c� 5i�d Hwidir.n I �--- -� i r� -- , --; - i ---- b�idtn ( rastenar Fastar.ar Fra�n6 � Desrg„ � 3 � � '�, P:�.Uuct � fhecF,ness 5paciny �leuy:t 7 C 0 Load � i � � � Ittf:h85 Unches; i ype Spac�ng 1'ype � I � � '� 7 (inchesl tfeet; !PSF1 Fap B Esp C Exp D+ K 'r,� � i� Gl,�. Gl,� �-13 123 111 1p1 J6.3 0.) 085 1A3 hm0 1 OES 1 14 07D 20 123 108 3y 36.3 0.7 U.9 1 09 1 O BS 1 1 4 0 18 � i) � z . 25 123 1D6 97 36.3 0.7 0.84 1 i2 �� 86 1 t d r, ir3 4 �, `^ � x Face 30 123 104 95 ;63 0_7 fJ58 118 1 9a5 1'Ia 0ifl �Y � � _� ,., Nailed 35 120 102 3A JG.3 Q.73 1.�1 i 19 + �n5 I 1 4 0 i8 N�:dr:F.s:,�.r ,�.," I , �� ._,_:"HD wooG �-- - � _ - - IhroueL :4 40 i18 �01 33 36.3 0.76 7.CA t?� 1�3S t;a'078 � �` v�� piank �'P �� A5 I i& 1� 92 363 Q,7&= 1 D65 ' 1S5 � t u ki5 �� t d U t2 �7a:v dfng P;ne F _ -_ __ _�_ --- -� �.-- �__ '.i.._._..�_ I 4ve?ap 50"' ��;, � :z;: I S8 ^a1 363 9-8? t C3 i 27 1 �&5 7 I q G,13 55 113 97 g� .36 3 � 83 i I 1 4 Za 1 u 85 1 1 1 0 12 � 00 711 57 90 36.3 0 85 1.13 � 31 1 6 55 1 1 4 O 1 A 700 92 82 i i 36.3 0.99 729 ' G3 h.;,0 1 0 d5 i� � s a I tl 0-75 115 104 95 3i.9 07 Q65 103 h530 1 08� 1 i q p ig 20 115 101 T 93 3t-9 07 0,9 '108 1 OFS5 1 7.7 p.78 � �,;��;. i 25 ?15 99 91 399 6.T Q9q tt2 � u85 1 14 Ott3 i I bbn;.7 i 30 i15 97 89 319 0.7 058 776 1 �d5 9 in 0.te � �hnr� X ; },4 !,. � Nai`ed ' 95 113 96 88 37.9 0."3 1 Qt 1.19 7 tJ $5 1 1 4 0 18 Har�,�Flacp: i c;18 ,,.� "-Z�2'!!D �a�.; � Through 2 30 170 94 87 319 0.78 10A 127 1 O65 1 14 018 t � X Z":crg Sp:�ice_ ; � rop edge ot 45 '09 93 E5 Ji.9 0.785 1 OE5 7 2A5 1 0 8S t t� (qalv Sldinq Pine Fir 7 0 18 j : �lan'r, 50 1Q7 52 85 3t.9 0.87 i 09 t27 t r p� 7 tA C 18 natl � ! 55 106 91 85 31.9 0.63 t 1t i<''� 1 0&5 1 1 d C iG � i ' SO - 104 91 84 31.9 0.85 L13 1 31 1 n gg 1 1A 0 i9 100 86 77 72 77-9 0,89 1.28 1 43 h>60 1 QBS 1 1,8 0 78 0.15 109 89 8q 28.9 0.7 0.85 t.Q3 hso0 1 p 85 1 1.M1 0 18 k i 20 ? 09 9& 87 28.4 0] 0, 5 1 08 1 0 85 1 1 d 0 18 i 25 109 94 86 2BA 0.7 0.94 1.72 7 0,85 1 14 O.tE u Bl:nd 30 '09 92 84 28-A 0.7 0-98 � 16 1 085 1� 4 O.fB � sh�r,4 X 2},4 Naded 36 1p8 90 83 28A 0.73 1.01 1.�9 1 0.28 1 1.4 018 Ha:n�ePiank^v 5/ i6 9 �5 0 222" h!D Throu h wooC 24 X 2" [ong 9 Spruce- 40 �� 89 82 28A 0J6 S.OA t 22 1 0.85 t t.a 0 te qalv Siding top edge af P�ne�Fir 45 103 88 81 28.4 0.�8& 1.OBB 1.2d5 1 0_85 7 t a D t8 na�� olanA 5p 101 &7 81 2B.4 0.81 7.09 1 27 1 0.85 1 1.4 p 18 j i 55 100 86 80 28.4 0.83 1.11 129 1 6.85 1 1.4 tl.18 t 50 99 S6 19 28.4 0.&5 1.13 1.31 '1 0.85 7 14 0,18 lOD 82 72 88 2B4 0,99 t.28 1A3 h>B6 1 085 1'1,8 078 , 0-15 95 87 7�j zt 9 o.� 6,65 � oa n<_5o � p_85 � 1 a a ta � 20 95 84 77 21.9 0.7 0,9 t 08 1 0.85 1 1.A C 18 � � z5 95 82 75 27.9 o.i 09a t.i'< 7 0.83 1 i 4 0 �s shanh X g�'nd zx � 30 95 81 74 21 9 0.7 0.88 7 18 � 1 0.88 1 1A 0 18 02<2"HD Halied W � 35 93 79 73 27.9 0,73 tA'I 719 1 0.85 1 1,A 0,78 Hardl3Plank� 5116 1^ X�"long Through �pruce- z`� 40 92 78 72 2L9 0.7fi 1.04 122 1 Q.65 1 1.4 0.78 c�alv Siding rop adga of P�e-Fir R5 90 77 72 2i.9 0.785 1.065 1.245 1 0.85 1 1 4 0.18 raii pl8nk yp gg 76 77 219 0.8� 1.08 7.27 1 0.85 1 1 A 0.18 55 88 7fi 7p 21,9 0.89 L11 t.�9 1 0,85 1 14 0.18 60 87 75 70 21.9 0.85 113 131 i 08S 1 14 0_18 1t10 72 64 60 2f.9 0.99 1.28 1,43 h>60 1 0,85 1 18 0,18 1) Fa Ilouemust 6e evaluated when installed over steel studs or a species of wood studs other than that which 0 '" r,`f',/' ��i,�� 2) In High Velocity Hurricane Zonas (HVHZ) install per Miami-Dade County Florida, NOA 07-0418.04 \\�� "��" �� ;�,r�..•'" � * _ 24r2� .� � � � � 5��-� �`�y I � �� r''�r� ��R{iJ�`fi `•C•'"'V �� ('f� ' ..... � `,``j � / t7 /^�� '� � ,'r,Il Itflt;lF15y � Page 19 M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FI.AGLER BUILDING BUILDING CODE COMPLIANCE OI�FICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami-Dade Counry Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted ma.nner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deternuned by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velociry Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOC[TMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFTT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/OZ/04, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufactwer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicarion has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sha11 automatically ternrinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sha11 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 p .� Expiration Date: May Ol, 2012 Apprnva! Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINU (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature l. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSUREINCE 1 Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratones on OS/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/O1/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04'/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. - Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 20(}7 E-1 . � � � � � Y . ., U w J pq W j f'1 m N X U Z� pq � = z�+ o \ m 4-' Q F. Q Fa � � W Q' i N � M L+1 C Y�'�i �¢ JQ WZZ g o Q u�� \ a,�. N Q � _ ` �t�d0 Z.-�.¢ b Wd�nm o S I- U Z�dU ¢N _.. � zU�° Z e " ,!�_ aQ¢� q :' O. ...Fr� o g � � Z W �ZNJC � W � � s �� ;,� HW FQ =�� .� O�P�� o Z = J � Ura �' W W J W �' � � Z Z J N 6 U1 p �'Q _ �• y 6-F'�S � QU Q SS >, w . J.n G cU E�m N W QViq 3�w d�°a � L��j � Ol p�i d�� d�� p Wa S �� i i z� J . _I a a f� o s� aa� Qc�¢�` 3ac �' N t� Q�-J. N �� u = c�o �wz � reo� �Q� �v) N tln .Z-. Qin`� N¢ W R�N. 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I ��X��=Z� L 3 UI d I I w�x--oy�oa t� d d c�o .c a� io � m� �fi N� _ e° a e= u M _ _ _ _ _ — _ _ � N 3t O �� ±� � �n o, d o N � owodyrcv�d �~ N N N `� d � N W L d �Q �NN��Y17N V Ni+ � Qt 04 dY N di� N � 3 2i- N L �.�'a FT'orida Building Code Online Page 1 of 3 ,,� - ,� . ,« . � � . o . .� � � BCIS Home ; Log In User Regfstration � Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links 5� w '� � , Product Approval � USER: Public User �N� Produd Aoproval Menu > Product or Aonlication Search > Apolication List > Applicallon Detail FL # FL8959-R1 � ' Application Type Revision + � Code Version 2007 • -. � 4 � . � �,. „ , Application Status Approved , Comments � '" �r �� Archived r r � � �.. . � � Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@ masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E 1300 1998 ASTM E1300 2002 TAS 201 � 1994 , . , � � _ � • , , •, , � � , . , � .,,-.. ,� „-. ..-. . ,.,� r ., r ,,. , ,Y , .. .. . ,. . ., . , � ,,. „ . ,. Florida Bixilding Code Online Page 2 of 3 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2008 Date Validated 02/14/2008 Date Pending FBC Approval 02/15/2008 Date Approved 03/18/2008 Summary of Products FL # Model, Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 68 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.2 Metal-edge Steel Side-Hinged 6'-8" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R1 C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R1 II Anchor Detail 68 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. 8959.3 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed I/S Single or pouble Door w/ or v Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL8959 Ri C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date � Impact Resistant: Yes _ t -.�+...ii......... t'i.._:a,.w.,:ta ,..-,�/«.-/.... ,...... ,741 ,.,.....7..,.«,.....—._.!'�L7�7V/l"'�T..a1'1TT:,,..,...7T ovc7i ATTTA:__.�C�_1!1 nici�nin Florida Building Code Online Page 3 of 3 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R1 II Anchor Detail 80 ME Glazed.adf - Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional information. 8959.4 Metal-edge Steel Side-Hinged 8'-0" Impact Glazed O/S Single or pouble Door w/ or Door Unit Sidelites _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 Rl C CAC NI008080-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 Rl II Anchor Detail 80 ME Glazed.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, � determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional info►mation. Sack � Next � Department of Community Alfalrs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. 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Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors a Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) S tandar d Year TAS 201 1994 TAS 202 1994 TAS 203 1894 Equivalence of Product Standards Certified By http://www.floridabuilding.or�/pr/pr ann dtl.aspx?varam=wGEVXOwtDavWniIRMYF:r7N�7C`miT,WuN ai�ni�nn9 Florida Building Code Online Page ? of 2 Product Approval Method Method 1 Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval O1/07/2009 Date Approved 02/03/2009 , �_� _ _._..__...---_----- --- _ _ ;Summary of Products � 3 FL # � Model, Number or Name Description i 7091.1 Metal-edge Steel Door in Hollow 6'-8" Single Inswing or Outswing Door Unit I Metal Frame � Limits of Use Certification Agency Certificate � Approved for use in HVHZ: Yes FL7091_R2_C CAC_NI006591-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: Yes 12/30/2010 � ; Design Pressure: +80.0/-80.0 Installation Instructions � Other: Evaluated for use in locations adhering to the FL7091_R2_II_FL7091 6_8 Opaque Anchor.pdf ; Florida Building Code including the High Velocity Verified By: National Accreditation & Management � Hurricane Zone, and where pressure requirements as Institute, j determined by ASCE 7, do not exceed the design Created by Independent Third Party• ; pressures listed. 3'-0" x 6'-8" max nominal size. When Evaluation Reports I large missile impact resistance is required, hurricane Created by Independent Third Party: � protective system is not required. See installation detail � DWG-MA-FL0150-06 for additional information. Back Next DCA Administration Department ot Community ANairs Florlda Bulldlny Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. Coovriqht and_Dis lac imer Product Approval Accepts: � � � wr�siy�, � sec�raa YlIIaPY � httn•//vtnxnxr flnrirlahi�ilrlina nra/r�r/nr ann rltl acr�v�naram�x�(:FVX(l�x�tTlnc��xlr�TTQAiTV�'r7AT77(:r \x7nL7 ni�oi�nno NAMI NOTICE UF PRODUCT LINE ''��' �. CERTIFICATI4N -- ��~ Cerdfication No.: 1vI00b591-R2 Page 1 � Date: 06114l2006 Revision Date: 12/18/2008 Certificatlon Program: Structurai Company: Masonite International Code: M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that a!1 certification criteria has been satisfied. The products and systems listed below aze approved for listing in the Directory of Certified Products at wwwNAMICertificarion.com. Please review, and advise NAMI immediatefy if data, as shown requires corrections. ` Company: Masonite Internationat Corporation 1955 Powis Road West Chicago, IL b0185 Product Line: Masonite Metal-Ed�e Imaact Rated Steel Door with Hollow Metal Steel Frame Test Report: NCTI.-210-1915-1,2,&3 SecHon 1: General Description of the Products and Systems under this Certificatian 1.1 Frame: Jambs and head constructed from 4-5/8" 18 gauge steel. Head/Jamb corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel skins. Top and bottom rail constructed from wood. Stiles of continuous roll-formed steel employing a high impact styrene thermal barrier. Interior cavity filled with rigid polyurethane. Section 2: Additional SuQportive Test or Acceptance D�ta Provided with Certification Documentation includedi: 2.1 Anchor Performance Calculation Report-Per£ormed by Eric S. Nielsen, P.E (Florida P.E. No. 41323) 2.2 Surfsce Bnrning Characterisfics for Foam Filled Door petformed by Otnega Poimt Labaratories to ASTM E84-98, "Standard Test Method For Surface Burning Chazacteristics of Building Materials". Report No. #15977-104313 �This infomwtion is provided as a convenience for consumers, build'a�g departmenFs and inspxtots and is not considerod gart of this catification See additional Peges of Catification for Certified Product Li� Mahix(s). Natfonal Accreditatian & Management Inatitute, Inc. _ i1870 Merc6ante Walk Snite 202-NewQort News, VA 23606 TEL('757) 594.8658 FAX(75'n594-8659 0 N , G �r ��j` . � v � � � �"' b0 A a � �, � 4 � r .�i .-� � � O ' O '17 F w ae � `a � N N � �''�~ �� ':h �1� � � �.. 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'�' , y :� �.��,��;.�'� � . ¢' �� "..r..`��x�'.«�� ` : � ��a. ` � : .. i ' ". �:. ° . . .. .� � .. � .� Y a5a , .:'3�. s e �� s � ..�. �.. ;. �� . .». ,. x. . `�i�T,� ' �,�a ` " ,, = y �,.YS ,a 4�: ',..�•'... ��i��. b . , ,, 3 `; [� . , - � . a:; •: %�'' �. < .,. �. _ 5 ,•3. • �x.� .p . . %�.¥�° �,�,.',. t :r��.M :,,„,„ � , 1.."n'k�.°.�. .. . ..� - 7 F • • �r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ° ``� Product Approval • r�; ' ��" USER: Public User s� � a< ;� Product Approvai Menu > Produd or Application Search > Application List > Application Detail , . . n��„, ; t FL # FL697-R2 ' �`�'�`' Application Type Revision ,,� �., �_ �g Code Version 2007 a.` h� '. v .�. Application Status Approved `�� Comments ' '<,�' Archived , J.. Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 danny.joyner@amarr.com Authorized Signature Danny Joyner danny.joyner@amarr.com Technical Representative Danny Joyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 djoyner@ammarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior poors Subcategory Sectional Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc _ Quality Assurance Contract Expiration Date O1/O1/2015 Validated By Steven M. Urich, PE � Validation Checklist - Hardcopy Received htto://www.floridabuildin�.or�/nr/nr ann c�tl.acnx?naram=w('' rFVXflwtT)nt1RT7ri(laVmrRnnl2ri(1Xmao/ ai�oi�nna Florida Building Code Online Page 2 of 3 Certificate of Independence FL6_97 R2 COI Tom Shelmerdine Letter of Ind�endence 7 24.2007.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted O1/07/2009 Date Validated O1/23/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 iSummary of Products � FL # Model, Number or Name Descriptlon � 697.1 1200 #SFC-590-010 10' thru 16' wide. Design pressure +46.0/-56.0 i Limits of Use Installation Instructions ' Approved for use in HVHZ: Yes FL697_R2_II_SFC-590-010 seal.ed.pdf I Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 i Impact Resistant: Yes Created by Independent Third Party: Yes � Design Pressure: +46.0/-56.0 Evaluation Reports Other: Design pressure +46.0/-56.0 FL697 R2 AE ASCE 7-98 -02 -05.pdf FL697 R2 AE ASTM TO DASMA LETfER.�df FL697_R2_AE NOA No. 07-0425.02.pdf a FL697_R2_AE_SFC-590-010 Evaluation Report ; sealed.pdf � Created by Independent Third Party: Yes � 697.2 1200 #SFC-590-01i Thru 9' wide. Design pressure +52.0/-62.0 i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL697 R2 II SFC-590-011 sea�ed.�df Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: +52.0/-62.0 Evaluation Reports Other: Design pressure +52.0/-62.0 FL697 R2 AE ASCE 7-9$ -02 -05.pdf ; FL697_R2_AE_ASTM TO DASMA LETTER.pdf ? FL647_R2_AE_NOA No. 07-0425.03.pdf i FL697 R2 AE SFC Evaluation Report sealed.pdf � Created by Independent Third Party: Yes 697.3 1500/1200 #SBC-580-019 10' thru 16' wide. Design pressure +29.5/-29.5 i Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL697 R2_II_SBC-580-019 sealed.pdf ' Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 ? impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: +29.5/-29.5 Evaluation Reports I Other: Design pressure +29.5/-29.5, Not for use in F.L..697 R2 AE ASCE 7-98 -02 -05.pdf ! HVHZ FL697 R2 AE ASTM TO DASMA LETT'ER.�df ' FL697 RZ AE PTID 697 R1 T SBC-580-019.pdf � httn://www.flc�riciahuilclinunra/rir/nr Atltl l�t� acnx7naram=cu(' �FVX(hx,tTlntlRT�ri(loVmrT?�.,,12r1l1Y,,,�o% ni�ni�nno 8 Florida Building Code Online Page 3 of 3 �� Created by Independent Third Party: Yes �' � 697.4 1500/1200 #SBC-580-020 9' thru 16' wide. Design pressure +33.0/-34.6 ! � Limits of Use Installation Instructions � i Approved for use in HVH2: No FL697_R2_II_SBG580-020 sealed pdf : Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 � ' Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +33.0/-34.6 Evaluation Reports ; Other: Design pressure +33.0/-34.6, Not for use in FL697_R2_AE_ASCE 7-98 -OZ -05 pdf � HVHZ FL697 R2 AE ASTM TO DASMA LElTER pdf j FL697_R2_AE_SBC-580-020 Report.pdf Created by Independent Third Party: Yes ! 697.5 1500/1200 #SBC-580-023 Thru 9' wide. Design pressure +30.4/-30.4 3 Limits of Use Installation Instructions ; Approved for use in HVH2: No FL69_7_R2_II SBC-580-023 sealed.pdf I Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party: Yes ; � Design Pressure: +30.4/-30.4 Evaluation Reports ; 1 Other: Design pressure +30.4/-30.4, Not for use in FL697_R2_AE_ASCE 7-98 -02 -OS.pdf ? HVHZ FL697 R2 AE ASTM TO DASMA LETTER.�df i FL697 R2 AE PTID 697 R1 T SBC-580-023 pdf i Created by Independent Third Party: Yes � 697.6 1500/1200 #SBC-580-024 Thru 9' wide. Design pressure +35.1/-35.1 ; Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL697_R2_II_SBC-580-024 sealed.pdf j Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party: Yes � Design Pressure: +35.1/-35.1 Evaluation Reports ' j Other: Design pressure +35.1/-35.1, Not for use in FL69_7_R2_AE_ASCE 7-98 -02 -05.pdf � � HVHZ FL697_R2_AE_ASTM TO DASMA LETTER.pdf 3 ; FL697 R2 AE PTID 697 R1 T SBC-580-024 pdf � ' Created by Independent Third Party: Yes j 697.7 1500/1200 #SBC-580-025 Thru 9' wide. Design pressure +29.1/-29.1 ' j Limits of Use Instatlation Instructions ' ? Approved for use in HVHZ: No FL697 R2_II_SBG580-025 sealed.pdf � � Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party: Yes ; � Design Pressure: +29.1/-29.1 Evaluation Reports Other: Design pressure +29.1/-29.1, Not for use in FL697_R2._AE ASCE 7-98 -02 -05.pdf ; � HVHZ FL697_R2_AE_ASTM TO DASMA LETTER.pdf ? FL697 R2 AE PTID 697 R1 T SBC-580-025.odf � � ' Created by Independent Third Party: Yes ; ... ..........----._..__.........._...................__.._......_ _._..........._........___..__......._._ ._. Back Next DCA Administration Departnent of Community A//airs F/orJda Bui/ding Code Onl/ne Codes and SWndards 2555 Shuma�d Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 m 2000-2005 The State of Florida. All rights reserved. �opyright and Disclaimer Product Approval Accepts: � � - Wri#ip fseurM Y[RI/Y� httn://www.floridabuildin�.�r�/nr/nr ann �ltt acnx�naram=wC' TFVX(1wtTlntlRT�r�flaVmrRnnl�ii(1Xmao/ ai�oi�nna � am m • � " aa �o q rn � �m`s � � � �i � B ; i 0' � � ^ h � m N � �� e � � N a � � i � ` .� � � � b � � � � � � q � y m 25 �o� „�w � �� c�y ' € � " < x�< �� ;m �EE � � � g � Y�� . o ; � �� a a �:�� °`< �m�� y �r� � � � � C q � � � �sbl� ��W «� o ` � � 'S � 'd� � <�� o �y � m o . �S< � � � o y � o � Sy n � e � � � r_� o�aa N z � � � �s � m �, � � � '^ oo � < � � � s �'a� u�_i + i ¢ a ti '° Q�O kl m� � ti b�an�� 0 5?� aa, . � ^m ;� � �� s b4�3�� u�`u��u�in �� 'C d k' o � < w : � :: � '� a � e� �� a � �,�� m W A � � � � R� � � � � � �� = �� q NN NN � i� a io n 2o in ��I � �� Yi bI �� 9� A � d ��g ��Y�R � � b �F;�\� � •�•��' � �� bb �� x>"WaH �S g �e��d ff � �� "� �' � � �$�� F � �� R �� R p �� m„� �� $��Y"��g�E��s �� +��` �� g� "'�F��y �� d �� Ba ��$5�� 5 ��P � �{}� � ��(! � ^ � s y � � q �°LSN,+�'AWl�fw .. W�`�c i> �� JdW �� „ p � 8 R �y �n ��\� u� u�� " C e]rri�i�ri5o�nm�d�G � ab<F�F¢GF`o xwnw u��rc �� C .. J � o � L — 84 G � o W 6� u� N � � f � � � � � ~a� \ y �$ �� T q � �� g� � � _ < , � �� g � �<`�� N i � � �ni W3y J �' � £ S3 � • k � G �� $ �'�`" 3 �� yN � � ��4� � � . � % � G6 a + y�� y, � y �� ]Srcn� t W ?724 !A ° � �� „ � ^ < � c �.. � . �c�1i� � a � � =F _ � � � � � �4 �� o � �� ,�� . �� w � � � _ � � : �� , . . . w N �, � N a �� ` � � i �� f �� L. N Q S' x7� A � h�� p J 6 � aF ¢ R� ¢� � a� � � Y� ��O NL HZ Z w F 1� ii� � V$ �� Q� O e � �Q�� N�� W � �€� W�W` . > �n�'Ef '�� ^_ �� u�J ;� �i ; a m w ��J 3�i �W �� °`"� �W�" �� o ��.. x�� 3 �� ,� v, � �a� .� �� 3 a<� ��. ��<m� = � z � ��a 2 : ° � � s�� Q �� ac w . - � y % a Qj W }( g -] � � � , y �� `� �¢ ^� a �v M VI 4 I��_� j � L � . , � � o - - �� f J jp ` 6'1 � � � �� ; � � � � �� x� �� Y l� �� "> ,� � 340� 3�s� `a� :� �$ '� N �� ' � �� <� STRUCTURAL SOL UTIONS, P.A. Structural Engineering ■ Investigations ■ Consulting June 4, 2008 Mr. Steven White Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 Re: Wind Load Pressures on Garage Doors Calculated per ASCE 7-98, 7-02 and 7-OS Amarr Garage Doors Project No. 08-001 To Whom It May Concern: The wind load pressures on garage doors are the same whether they are calculated using ASCE 7-98, 7-02 or 7-05. Where Amarr Garage Door drawings indicate that pressures were calculated using ASCE 7-98 or ASCE 7-02, the wind load pressures are still valid for ASCE 7-05. Sincere ly�_,. ,• •. :' �' '•. : .•....... : ,. •. : ; ��°�` � , �' � A' • : Na . . ' �"i T'� '.� �rar� o� ;•' i M . , '� . ,r��p, , . �, ''••..,..,�•' • �. •,�. ,,• ��. •~+* ��rti�rM w � * STRUCTURAL SOLUTIONS P.A. Thomas L. Shelmerdine, PE President 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■(336) 856-2686 ■ Fax (336) 856-2687 � STRUCTV.�.L SoLV�roNS, pA. � Structural Engineering ■ Investigations ■ Consulting October 9, 2008 Re: Amarr Gacage Doors Test Procedures Per ASTM E33Q-1990, E330-2402, DASMA 108-2002 and DASMA I08-2005 Project No. 08-001 To Whom It May Concern: This letter addresses the procedures that Amarr Garage Doors uses to test garage doors for windload resistance, and compazes those procedures with ASTM E330-1990, ASTM E330-2002, DASMA. I08-2002 and DASMA 108-2405. I have reviewed the test procedures described in ASTM E330 ASTM E330 DASMA 108 and DASMA 108-2005, and I have personally witnessed the testing performed by Amarr Garage Doors since 1995. The various procedures used by Amacr Garage Doors since testing began in 1995 have all been ia substantiat conformance with the proc,edures described in these four documents. All of these test procedures are essentially the same from an engineezing standpoint. Therefore, doors that were tested 'm conformance with the earlier documents {ie. ASTM E330-199Q and DASMA 108-2002) are considea�ed to also comply with the later docwnents (i.e. ASTM E330-2002 and DASMA 108-2005). SincerelY,,,i��r;�•., '��`�';.1�� F Jir�lr��f�r 'tY' i � ..... .� � ' � `�,�� ' :` �:�' ' • .3`.•' • �• �t', i ~' t� , ' I,y '- s . } + ,•�, � ^. �� '; a '.�, i; �� .�.•. : / �- r � r', : ' t ` �� Il•� �': , � C . I �t" .,' •, � . �; � � �� /� ,� % t� • •. .i..• + } + �� •�:.. • S r � � ��Q1NS, P.a Thomas �:JSfi�fc�rcline PE 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 s(3381 85 2888 ■ Fax {336t 856-2687 M tAMI•DiADE � MIAMI-DADE COLJNTY, FLORIDA � METRO-DADE FLAGLER BUII,DING BUII,DING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLOIZIDA 33130-1563 (305) 375-2902 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www .buildinecodeonline .�om Amarr Garage Doors. 165 Carriage Court Winston-Salem, N.C. 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County anii other azeas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in azeas other than Miami-Dade County) reserve the right to have this product or material tested £or quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their junsdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mode11200-D WeatherGuard Plus with DuraSafe. L�PPROVAL DOCUMENT: Drawing No.SFC-590-010, Sheets 1 of 1, titled "Model #i200-D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/Ol, last revision OS/21/07, prepared by Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami-Dade County Produci Control Renewal stamp with the NOA number and approval date by the Miami-Dade County Product Control Division. 1VIISSILE IMPACT IZATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following sta.tement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ' RENEWAL of this NOA shall pe considered afier a renewal application has been Siled and there has been no ; change in the applicable building code negatively affecting the performance of this product. - TERMINATION of tius NOA will occur after the expiration date or if there has been a revision or change in the rnaterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate ttus NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMEIVT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by � the expiration date may be dispiayed in advertisin literature. If an i g y portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributars and shall be available far inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02-0115.09 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was revievved by Carlos M. Utrera, P.E. NOA No: 07-0425.03 Expiration Date: May 16, 2012 , - - APPrnval Date: Page 1 STRUCTURAL SOL UTIONS, PA. S.tructural Engineering ■ Investigations ■ Consulting GARAGE DOOR STATIC PRESSURE EVALUATION REPORT Garage Door No.: SFG590-01 l Test Date: 7/9 - 7/12/2001 Project No.: 01-034 Design Pressures: +52.0 sf, -62.0 sf Re ort Date: 1/7/2009 Test Pressures: +78,0 psf, -93.0 psf Test Location: American Test Lab of So. Florida, Ft. Lauderdale, FL ASCE 7-98/02 Criteria: 150 m h, Ex osure C, I=1.05, 25' Mean Roof Hei ht, 5' in Ed e Stri Reference Test Report and Drawin�: American Test Lab, Inc. report number 0709.01-01 dated 8/23/2001, and drawing SFC-590-011 dated 6/26/2001 by Amarr Garage Doors. Description of Test Specimen: Amarr Garage Door 9' x 7' 24/27 ga steel garage door Model 1200-D Weatherguard Plus as shown in drawing SFG590-01 l. Test Standards and Renort Conclusion: The above referenced Test Report states the following: • The test was conducted in accordance with DCBCCD PA 201-94, PA 202-94, PA 203-94, and ASTM E-330 • The door was operable before and after test • The test was witnessed and certified by William R. Mehner, PE and Henry Hattem, PE Summarv• The 9' x 7' Model 1200-D Weatherguard Plus door as described on Drawing SFC-590-011 meets the testing criteria as described above. By comparison to the construction of the 9' x 7' Model 1200-D Weatherguard Plus, the following doors also meet the above testing criteria, when constructed in accordance with Drawing SFG590-011: • Up to 9' wide Model 1200-D Weatherguard Plus doors with heights of up to 8'. • Up to 9' wide Model 1200-D Heritage 3000 doors with heights of up to 8' (because the name "Weatherguard Plus" has been changed to "Heritage 3000"). Submitted by: STRUCTURAL SOLUTIONS P.A. Thomas L. Shelmerdine, PE (Florida PE #0048579) 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■(336) 856-2686 ■ Fax (336) 856-2687 F� rida Building Code Online Page 1 of 2 � �� s � �: � � " �� # �� - ,_ - E � �.� �t ,,� � �.� �„ - � g � �'� _� ; � �_ _ - � °- _ , g _ � __ - - 1 _ - � �� -'�� 4 ' � � dA'i � � ++�k � _:. � � � � � � . . S z � - � � 3 S` �3 T �_ `2 �z -: � i �. ' .T- - ' i` -. � _ s� 3t '��-- � �'��,f t' � z __ —�� '� �� t� _ ��` - _�i . I� e . � �,�, � � -- __ r .� - r a -� �-a_:`� �-�w:a =_ -_ -i _ _ - . �, ;� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site�Map Links Search Y . �.- xr - _ _ys j f � t �� Product Approval = s �y '�`3_ _ USER. Public User �:'` "�z v�� ,_ Produd Approval Menu > Produc[ or Applica[ion Search > Apphcation List > Application DeWil ' -' `?' , � : s � . 4� ; � ' �''- � �' � �t �: v Y � ;� l � � �� FL # FL13236 : a ': a .'_: `: i �7 .��. . _, � ' �? A lication T e �F. - pp yp New ��,� ` � . a. ��.,.. �`_ _��,. ,, Code Version 2007 ��, � Application Status Approved ��,.,�„:£`-,�;~�� Comments ,�� :.,�_� � - � :�t��. �� . ,,, Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Category Panel Walis Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/O1/2011 Validated By John Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL13236 RO COI RIO - Certificate of Inde endence PDF Referenced Standard and Year(of Standard) Flonda Building Code Onhne �'ag�' �t ? Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/02/2009 Date Validated il/07/2009 Date Pending FBC Approval 11/13/2009 Date Approved 12/09/2009 i ---- -------- - - - -- {Summary of Products � : FL # Model, Number or Name Description ° 13236 1 HardieShingle Siding HardieShingle Notched Panels, HardieShingle Individual Shingles. ! Limits of Use Installation Instructions Approved for use in HVHZ: No F�13236 RO II instali-hardieshingi_e-h__zi_0 pdf ( i Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc ? Impact Resistant: N/A Created by Independent Third Party: No ' Design Pressure: N/A Evaluation Reports ; Other: FL13236 R_0 AE Hard.ieShingl_e FI_ori_d__a Analysis il- �df Created by Independent Third Party Y BaE�; rveXt DCA Administrat�on Department of Community Affairs Florida Building Code On/ine Codes and Standards 2555 Shumard Oak eoulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Couvriaht and Disciaimer Product Approval Accepts: � � � � wras�s9 �. sacar�a re�+rrr - � � �p \ �JamesHardie Hard�eSh�ngle Siding �-�/ � � STRAIGHT EDGE, STAGGERED EDGE, HALF-ROUND PANELS AND INDIVIDUAL SHINGLES EFFECTIVE A�RIL 2009 --�=s fl�?,�+�(_,4TIOPIR�>>UIRENIE�P11�:-FHi(�,1�D&�;Gi.�J1=iPLLi'S P4:_�i �;i_i;=, visit�r;��..:.,,�:.��.,��ar;ii�;.��_n�forthemostrecentversion. 1�f'ORT,�NT. F�1ILURE Tt� 11�;�7ALLAi�i, FINISii �Nl� PP'J �JC IP� �^,�;1;��,D1�lCE ��VITN A�'i'i ?��ksL� �UILDING CQ��i�� .-��;ie� ��,i;Ui�- 4`VFi1Ti Etv APPLiCATI��d ihS7�iiJCTI�N� �'IAY �E=��T�` N�R��N�! 1��Y��f�`l, A�=FEC7 SYST��i t ERF�RMANCE,VIOi�T� ��A�_ �?L3�;ilg,G �:i,i%«�. �'�PJD 1101D THE PRODUCT ONL'�` �iVARRA�lTY. BE�GRE =��IUTA��,ui ��. ��;��FI�M TNAT YOU A�tE U51fVG THE CORRECT FiARDiE�t7t�:E I�S�(f;UCI :+��d,�`,, :1�7�T�i�LATIflN OF HZ1DT"' PRODUCTS OUTSIDE AN HZ10T� LOCATION +�Im� VC�3D `/�UFi 1NARRANiY. TO DEfERMINE WHICH Ft�>.�iUI��.CtC�� A� �°L'E:� TO YOUR LOCATION, VISfT V�3WW.F6ARp1�0�-�k,CQM 1R GALL 1-866-942-7343 (866 9HARD(E� � i�RAGE & NANDLING: 0�t� I°�, i�IC I�JSTRUCTIONS Store flat and keep dry and oUTDOORS INDOORS covered prior to installation. Installing 1 Position cutting shatim so that wnd will blow dust away from user 1 Cut ony using score and snap, or shears (manual, electnc or pneumatic). and others n waWng area. 2. Position cutting station in well-ventilated area sitling wet a saturated may result in 2. Use one of ine folb�,i�g memods: shrinkage at butt joints. Carry planks a. Best: i. Scae anci snap on edge. Protect edges and corners b. Better N DustareA cin ar saw ��matic) NEVER use a power saw indoors g equ pped wtlh a NEVER use a circular saw blade ihat does not carry ihe HardieBlade saw blade tratlemark from breakage. James Hartlie is not HardieB�de° saw blade and FFPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum res onsible fOr c. Good: i. Dust reducing c'rcular saw with a HardieBlade saw blade P (ony use fa bw to moderate cut�ng) damage caused � by I mprOpOf �mpatant Note: Fa m�num protection (lowest respirable dust production), Jarnes Hardie recommends ahvays using "BesY' level curong methods where feasible. storage and NIOSH-apprwed respirabrs can be used in conjunctbn wim above cutting practices m fuMer redix:e dust e�ires. A�ditional �posure information is available at www.jameshar�e.can to help you determne the most appropriate cutting metliod fa your job requKemenCs. If concem stiil exists about exposure levels or you handling of the product. cb not compy wim me above practices you should afways consutt a qual'rfied mdustrial hyg�enist a contact James Hardie for turther infamation. SD083105 �ENERAL REQUIREMEf�TS: • HardieShingle� panels can be installed over braced wood or steel studs spaced a maximum of 24" o.c, or directly to minimum 7/16" thick sheathing. HardieShingle Indivitlual Shingles must be installed directly to minimum 7/16" thick sheathing. • Hardieshingle panels can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpiing of the siding due to the compressible naiure of the foam insulation/sheathing. E�ra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction fiashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapT"' Weather Barrier, a non-woven non-perforatetl housewrap', which complies with building code requirements. • When installing James Nardie protlucts all clearance details in figs.1,2,3,4,5,6&7 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typicaliy a minimum of 6" in the first 1 Q' • Do not install James Hardie products, such that they may remain in contact with standing water. • HardieShingle lap siding may be installed on vertical wall applications oniy. • DO NOT use stain on James Hardie� products. CLEARANCES Install siding and trim products in Maintain a 1" - 2" ciearance Maintain a 1" - 2" clearance At the jurlcture of the roof antl vertical compliance with focal building code between James Hardie° between James Hardie products surfaces, fiashing antl counterflashing shall requirements for clearance between products and paths, steps and decking material. be installed per the roofing manufacturer's the bottom edge of the siding and and driveways. instructions. Provide a 1"- 2" clearance the adjacent finished grade. Fgure 3 between the roofing and the bottom edge of the siding and trim. Fi ure 1 Figure 2 " I W �,� trim Figure 4 9 siding resistive siding �barrier �� 2 „ concrete deck material foundation „_ 1•-2' � � f . t. d 6" min. i :� ' �, . ,:�' , , oist �• '�°,�,'�;=�;,. 1 flashing -��,n; ledger starter Flashing course ' For addi6onal infamaGon on HardieWrapTM Weather Barrier, consuft James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Harde' products cor�ain respireble crysfalline silica, which is known to the State af Cal'rfomia to cause cancer and is oonsidered by U1RC and NIOSH to be a cause of cancer from some occupational sources. &eething excessive amounts of respiraWe silica �t can also cause a disablirg and potenUalty fatal lung disease pNed sioosis, and has been knked with other diseases. Some studies suggest smoking may inaease Ihese risks. During installation a handling: (1) wpk in outdoor areas with ample ventilation; (2) use fiber cement shears fa cutting a, where not feasible, use a HardieBlade saw blade and dst{eduting aradaz sew altached to a HEPA vacwm; (3) wam dhers in ihe immediafe area; (4) wear a propery-fitled, NIOSHapproved dust mask or �espNator (e.g. N-95) in accordance with applicable gwemmeM reguletions and manufacturer insfi�tions M fury� Rmk respirable silica exposures. Dwing dean-�, use HEPA vaaums a wet deanup meUads - never dry sweep. Fa further information, reter to ar instaAatlon inshuctlons and Ma�rial Safely Dala Sheet availBMe at www.jameshardie.com or by caing 1-BOo-9HARDIE (1-80a942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soosreos HS0921_Pt/6 4/09 � y ro� Maintain a 1/4" clearance Maintain a minimum 1" a Fi9ure 7 -;: -� _°-- •- - 9 p �,t��;.-:t:� � :-.-==;:1� - between the bottom ot James between gutter end caps and .;',, - Because of the volume of water that can pour Hardie' products and horizontai siding & trim s�e i� down a sioped roof, one of the most critical flashing. Do not caulk gap. se,f-adhe„� flashing tletails occurs where a roof intersects a membrane Figure 6 `'� sidewall. The roof must be flashed with step Figure 5 �s�r-�ana� flashing. Where the roof terminates, install a '_. `. �-� ' �'�'"e"'ur�e kickout to deflect water away from the siding siding t�r�k°°t ash os �o �oc 1�4�9ap ��-= o�p e� It is best to install a self-adhenng membrane on Caulk siding (��, the wall before the subfascia antl trim boards are :- . �, nailed in place, and then come back to install the flashing klCkOUt. _- fasaa gutter and end cap Figure 7, Kickout Flashing$ To prevent water from dumping behind the siding and the end of the roof intersection, instail a"kickout" of sufficient length and angle to direct the water running down the roof away from the sitling. STAGGERED EDGE NOTCHED PANELS Stepsl-4 trimboard ��s'•o�24" water-resistive o.c. —' barrier i�'��,�,�.�r�� 118 minimum ; �, �� , sheathing Fastener Requirements gap for �� ,, i i '` �. 0 083" x 0.187" HD x 1 1/2" long ringshank nails are used for caulk , i � i i � fastenin NardieShin le� Sta ered Ed e Notched Panels to both framin and to r ,' DO NOT NAIL THROUG � �^ �� 1 � �, g 9 g 9 9 I � THIS AREA � 5,5" I 1 \� _� I \ 7/16" thickAPA rated sheathing. 16 . --- ----- '� panels � f 1" �` i � , HardieShingle Staggered Edge Notched Panel Installation j � , � ' Instali HardieShingle notched panels with joints butted in moderate � � �' � �_— _ _ l I contact. Due to overlapping of the joints, caulk is not required except I where panels abut trim boards. (fig. 8& 10). Ensure keyways tlo not � .° �; � � - o i line up on subsequent courses. ? ° , � °?.r �� ,_ ,�� « ° - ° -°: ° �,� . � 1) Install a 1-1/4" starter strip, and a 8 1/4" or 9 1/4" wide HardiePianks `�` '_ � , " �= =� ' osifion nails into frami trim first panel 1 1/4" lap siding starter course. P " to hit furthest stud second through previous courses. starter strip 2) Trim the first panel from ihe end abutting trim (the left side in figures 8& course oni when applicahon is to minimum 10) to hit the furthest stud. When installing over a band board, trim the �rs° thick APA rated sheafhing, 8-114 or s-iia° position at 13 3/4" o.c. HardiePlank°siding bottom of the panel to create a straight edge, leave 1/4" gap between Figure 8 Allow 3/8 from panel edges bottom of siding and flashing (fig. 9). 3)Secure panel, leaving 1/8" gap for caulk at trim and continue the course Steps 5& 6 along the wall. �� -- _-- n —_ 4) Start the secontl course, by removing the equivalent of one full stud minimum --- ''¢ � 2 �,,��:� - cavi a ain from the end abuttin the trim. This is to revent attern sap ror �� t� ;��; �:�_ r, :; � tY� 9 9 P P caulk t_ -��,`' repetition. Repeat step 3. � 5) Start the third course, by removing the equivalent of two full stud cavities � l ; ;��i '�, :-��: � ,� "` i and repeat step 3. �• ' � 6) Continue up the wall repeating steps 2 through 6 until desired height is m�rd -` I reached. course � I ,��:' �'�;�: Figure 9 first course 114" gap. Do not caulk. ,, , • "^'?a second band board �� JV �'�� `� course HARDIESHINGLE STAGGERED EDGE NOTCHED PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 55, based on a maximum 5.5" exposure from the top edge ot HardieShingle panels in subsequent courses (refer to Figure 8). The illusVation (figure � and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. for subscription information, visit www.jlconline.com. HS0921_P2/6 4/09 � �/ 10� STRAIGHT EDGE NOTCHED PANELS ��S�ST�L�A�I��v Maximum Exposure of 7" Figure 10 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps 1 - 4 tnm board water-resistive S[eps 5& 6 16" or 24" � barrier' o.c. 1/8 — � 1/8 —..--- ___ _ minimum ° +� ° � 9 aulk � I 1 �� sheathin9 gap for ��7 �� ' � caulk I �_.- _ E i... ;, G.�__ ` DO NOT NAIL THROUGH � - � j+ � _ 1" � - :`'2- ` • :1 "ic.." \ 16" THIS AREA �� F_ -, i t:_ _' ;°i_ ., �.,�, i I shingle ��„ i � �_ � i 1„..� � I I �3/8" �� third e course I� �� ` , 1. - a -. -e-- -- - o - .. __ _, `_ a __'__ ,' __— __a .-o __-__>'_ _ ___,-_ _ _ - - _ p _____— - ° . - i -_ _ ° e - _ a , _ o a q a w u o. a _ _-' .- _ _e- _ _ - , o - _ 0 0 0 0 ° o e - - - - first posi6on nails into framing minimum course through previous courses. 1 1/4" second Only when application is to minimum starter strip course 7/16" tnick APA rated sheathing, trim first panel position nails at 13 3/4" o.c. to hit furthest stud 8- �l 4 " or 9-1l4" Allow 3/8" from panel edges HardiePlank"siding FiARD1E5H1NGLE�' S�RAiGHT EDGE NO�CHcD Pr�NEL C�'��E Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 45, based on maximum 7" exposure. HALF-ROUND NOTCHED PANELS INSTi4LLATION Figure 11 Fastener Requirements trim board water-resistive 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for is or 24" barrier* fastening HardieShingle� Half-Round Notchetl Panels to both framing and o.O. 1!8 gap to 7/16" thick APA rated sheathing. cauik �' .�� '�� ' ��_ �`�'� � sheathing � �:_ HardieShingle Half-Round Notched Panel Installatian �� '� �� W �� Install HardieShin le notched anels with 'oints butted in DO NOT NAII THROUGH ,;,,�;�.�,�,,. , t. _y , g P � THIS AREA „ moderate contact. Due to overlapping of the joints, caulk is not required is^ `° ``= __ . shin les ° .:��'-tF�_ i except where panels abut trim boards (fig.11). 9 ��° ;;-::�:: .?;... ,' 1) Instali a 1 1/4" starter starter strip, and a minimum a 8-t/4" or 91/4" � 3� o ': -S �':�` = i� wide HardiePlank� siding starter course. 2) Trim the first panel from the end abutting trim (the left side in fig.11) to hit the furthest stud. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the t,�a _��..� <> �� : :F. -�.. course along the walL ;:; `` �`°�` A �� y ` °� 4) Star[ the second course, by removing the equivalent of one full stud correcc � � �� cavi a ain from the end abuttin the trim. Ensure the seam is located alignment posi6on nails into framing trim first panel >»a^ tY� 9 9 through previous courses. to hit furthest stud starter strip over the midpoint of the lower course for correct alignment (fig.11). oni when application is to minimum 7116' thick APA rated sheathing, 5) Continue up the wall repeating steps 2 through 5 until desired height position nails at 13 3/4 o.c. a ia^ o� s IS fBBChBd. Albw 3f8" from panel edges HardiePlank° lap siding HARDIESHINGLE HALF-ROUND NOTCHED PANEL GOVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. HS0921_P316 4/09 - y >v� INDIUIDUAL SHINGLE Figure t2 '�" 7"i� ` trim board 16" or 24" water-resistive 3�a��.��3iCai'a oc —'� barrier' HardieShingle�' Individual Shingles must be instailetl directly to - L minimum 7/16" thick sheathin . �� 9aP ' g for - � � sheathing fastener Requirements cauik � 0091"x0.221"HDx11/2"or0.121"x0371"HDx1114"long � g�� ' \ �'� � corrosion resistant siding nails are used for fixing ,} � Hardieshingle siding to 7/16" thick APA rated sheathing. � 8 �� shingles I� � i 1 Hardieshingle Individual Shingle Installation -. � , Due to overlapping of the joints, caulk is not required except -�-- � , where panels abut trim boards. Space shingles a maximum I I 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 13) , � � � � o° „�_ ` ;.P. t .' �_�a ,r� - R . -.?y e 4, ��',�� }�`�'- 1) Install 1 1/4" starter strip and a 81/4" or 9 1/4" witle HardiePlank� �_°" � `° b Siding Startef course. position nails to secure 1 1/4" 2) Install first shingle from the entl abutting trim (f19. 12). through previous courses, starter strip 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue not above the course along the wall. a-va° or 9-1/4" 4) Start the second course, leaving a minimum lap of 1 U2 between HardiePlank siding successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. ,i __.�r "�> __ _ p..._ _ Figure 13 �ARDIESHiN�LE 1fVDIVIDIIAL �HI�J�� C�VERAGE ;=-� water- resistive barrier* Shingles for sidewall applications are available in 6", 8", -- - o o o 0 0 and 12" widths. Bundles neetletl for one square t � space (100 sq. ft.) of product coverage: I shingles �' max. 1/4" apart Shingle Number Pieces s n � ies - Width of Bundles per Bundie 9 � leave a minimum 6�� 6 11 8" max. lap of 1-1/2" betwaen joints g" 6 11 xposure in succesive 12�� 6 11 courses CORNER DETAILS Figure 14 A. Panels butted against corner boartls. B Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum 1" thick trim A B C D WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. HS0921 P416 4109 ..p.._......,...�..m._.__.�a_ __ __m.,..,�..,....�.. .r.. .._...�.....w,_.._. ...�..�...�.___�. y >o� ;:r��.� ��.�� e��r��: Installation over sheathing is recommended for gables. 1) Install a 1 1/4" starter strip and a 8-1 /4" or 9-1 /4" wide HardiePlank� lap siding starter course. 2) Begin Half-Round Notched Panel installation by first marking a plumb line down the center of the gable. Center either a keyway or a half-round long this line to ensure a symmetric finished appearance (fig. 15 & 16) 3) Start secontl course, by removing the equivalent of one full stud caviry and ensuring the seam is locatetl over the midpoint of the lower course. 4) Cut the edge of the panels to correspond with the rake angle of the gable leaving a 1/S" gap for caulk at the trim. 5) If the rake angle cuts through a keyway of a complete panel or significantly weakens the end of the panel, use face nails to secure the end pieces as shown (fig.17) 6) Continue installation aligning courses as indicatetl. At the top of the gable, face nails will be required for the final pieces (fig. 18) panel centered Figure 16 on shingle face Figure 15 and 24 oc studs chalklined �/ I \ ` centerline � °i � of the gable � / I� \ ` � 8-114" or 9-114" HardiePlank° DO NOT NAIL THROUGH THIS AREA anel centered lap siding �� on a keyway I over a sheathing. 1 1/4" starter stnp - - - - - - - - - - - - - securing to fully nai�able sheathing nails must overlap top of the previous course first course Figure 18 Figure 17 � face nail � top shingle .\ I / �\ � second course � � seam is located ' -------------------------- overmid-pointof .� o \�� lower course ' � face nail trim board correct small pieces alignment flashing (refer to fig. 5) GENERAL FASTENING REQUIREMENTS • Consuit applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, a stainless steei. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loatls may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Local Buiiding Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. • Do not over-drive nail heads or drive nails at an angle. PNEUMATIC FASTENING • If nail is countersunk caulk nail hole and add a nail. (fig. B) James Hardie products can be hand nailed or fastened with a pneumatic tool. ' For wood framing, under driven nails should be hit flush to the plank with a Pneumatic fastening is highty recommended. Set air pressure so that the hammer (For steel framing, remove and replace nail). fastener is tlriven snug with the surtace of the siding. A flush mount • Do not use aluminum fasteners, stapies, or clipped head nails. attachment on the pneumatic tool is recommended. This will help control the Snug Flush depth the nail is driven. If setting ihe nail depth proves difficurt, choose a Countersunk, _� � Caulk 8� setting that under drives the nail. (Drive under driven nails snug with a � add nail smooth faced hammer - Dces not apply for installation to steel framing). do not under oo rwr Figure A Figure B drive nails s HS0921_P516 4l09 y >o� �;��.��i �-��ra��r��. � �.�� .r�:: For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie�' products. with ASTM C920 Grade NS, Class 25 or higher or a Latex James Hartlie� products must be paintetl within 180 days for Joint Sealant complying with ASTM C834 Caulking/Sealant primed product and 90 days for unprimed. In addition non must be applied in accordance with the caulking/sealant ColorPlus'� product versions of NardieShingle'� Sitling require a manufacturer's written instructions or ASTM C1193. field applied prime coat. 100% acrylic primers antl topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. �CILUR��US"' T��HN��OuY CA�ILKING, TO€��JP � �AMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch up applicator. Touch-up paint should be usetl sparingly If large areas require touch-up, replace the damaged area with new HardieShingle� siding with ColorPlus Technology. • Laminate sheet must be removed immetliately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus� product dealer • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer PAINTING JAMES HARDIE� SIDING ANQ TRiM PRO�t1�� ITH G[�LQRPLUS�' TECHN�L�(aY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, tlry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie� products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance wiU� ICGES Legacy Report NER-005, HardieShing� Staggered Edge Notched Panels are recognized as a suitable ailemate to fhat speafied in: the BOCA Natlonal Building Codel1999, the 1997 Standard Buliding Code, Ihe 1997 Uniform Building Code, the 19981ntemational One- and Two-Famly Dwelling Code, the 2003 Intemational Building Code, and the 2003 Intematlonal Residendal Cade far One-and Two-Family Dwedings. HardfeShin�e Staggered Edge Notched Panels are also recognized far appNptlon in the tollowing: City of Los Angeles Research Report No. 24862, State of Florida listlng FL#889, .02, U.S. Dept of HUD Materfals Release 1263c, Texas Department of Insurance Produd Evaluation EG23, City of New Yak MEA 223-93-M, and Cal'rfania DSA PA-019. These documents should also be consuRed fa addi�onal informatlon conceming the suitabiflty of this product for specific applicadons. m 2oos �ames Hardie mtemauonai F�ance e.v. aii riyn�s reserved. Please visit www.jameshardie.com �� rn�, sM , and � denote trademarks or registered trademarks of for Additional Product Information and �amesHardie James Hardie Intemational Finance B.V � is a registered Availabili , Installation Information, 1 trademark of James Hardie Intemati�onal Finance B.V � Wamings, and Warranfies HS0921_P616 4/09 PRC?JECT R10-2166-09 ENGI�JEERING EVALUATION REPt�RT FQR ATTACMlNG JAi�4ES HAR[71EOO BR:�ND FISER-CEMENT SHiNGLES TO W�OD FRAMED WALLS WITN VARIOUS FASTENERS .1AMES E°iARDIE BUILDING PROpUCTS, INC 10901 ELM AVENU� FQNTANA, CA 92337 TABLE OF CONTENTS PAG E Reference Reports and Results 1 Purpose af Analysis 2 Table 2a' Calcufated Design Lpads, 15132 inch plywood sheathing 2 Table 2b. Calculated t?esign Loads, 7/16 inch OSB sh�athing 2 Table 3 Rressure to be Resisted for Exposur� B 3 Tabl� 4 Pressure ta be Resisted far Exposure G 3 Table 5. Pressure ta be R�sisk�d for �xposure D 3 Design Wind Load Pracedures r� Table 7 Maxirrwm Wind Speed (MPH - 3-sec �ust) for Various HardieShingle Exposures and Various Fastener Sizes 5-6 L.imitations of Use � As product evalu�tor, the undersigned certifies that the listed praducts are in compfiance with the requiremants of the 2007 Florida Buiiding Cade. � PREPAR�D BY. RONALD OGAWA & ASS{JCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714292-2602 714847-4595 FAX \`\``\�1� ��unrtirrr�r \,` � � �� .. �� .-- '`'��} , o. � .�t � � �- � : � r� �� Sl"�f� ! �ti � _ ��, `Y ," ti 4 �_ � . ir' � y . ,� �,. �� ` ; i „ � �,�� , � � �� X ��lt/�ftif�� . �r �" .. .:vr�aid QyaH�a snd Fss�,�,iat�; !r�-'- �9^ i VVar;r>i Avan;�e. #'�; t. HunUr,p',on Fe�ch i;N. �2�;•i:: t ru�e�t �<IO-2ihc:-09 � 714) 2�3?-2�02 cei€ i?74; �3d' 4595!a� ,�,� t :,, ., ;:imea t-lardie N�rJ�1�ny (�Ycduc(s, i� . � . ' 9 ? _J �.:1;'� / � '�J�'�ClftlrlVVi:'t-' - `t, � , Fonta�a, 4.i� 8�';iS' ( � ' r .� , t�cl0U�3d2-�3"' a � l�i�.'�'��"- �valuation Subject: _: � NardieShingl�� Nothched Pane! Sidiny, Hardie5hingle3� IndividiEal Ciadding Shinglea �`'�"° -� t:�., ;� j,� j '�' `�` � `* � y � 7rade Names. ;'�� ","' �. - f.farcl:oShir;glc�3' Nothched F'ar:eis. Hzfdle5hinr�le�,. Ir�iiv�d_ial `.;htr:�ie� � �, ' . ' -: , � S . ' " ' "' i r1 �� i�" ` + � ry " � � ,,. � e J = �• ( ...r' 1 �� .�+�"+ r�eferenae Reports - ,,�'_ ! - A ,-t,': r��` ' f) fntr.itak Testir.g Sexo�r.es h�P,. inc , P."ississ2�ua. Qntario. Report 3067913, Ai2510:> (AS?td Ci 18fi) >: �� ' •� ,,�`�' �.� Testing HardizShii��lA Sidin3 to ASTP�1 C1185 on FiGer-Cement Flat Sheets �'�.��.� 2) Rart�tech Lsocratories :n. Raport 1?A3F-�35l16D2 �r�.STF,d E3301 =�� Transverse load Taet, 1;4" Tnie4 Gy 48 in:_h wide Hardie5hingle NoMhed Farieis �nstalle�_I o� 7l1B u?cn ihir;� il5t� r.,ed sheatr�r.� �"'!=i? j� 3} �� t F �� 1 � � naaed ':•nlh ti ( 1!' :nrh lor9 riv U G83 irr,h shar.k diamete� by 0 7 E17 irir_h head �frjrrieter rnq shark ::aE . . 3} R�:ntech lant�rat��t^s iz�, f?epor! 1':43G-53i?6�3 tASTM E330} l'ransverse Lcad l?st, 1/4" Thick �y 48 inch wide Hardie5hingla Nulched `ranel's ;t�st=ili•�� Y.0. Ncod Studs SG = 0,40 space�f at iS �nches on :^nter v�;h a 1- U?_ inr.h Inny by 0 C83 inch shank Giameter try 0 iP7 inc;i head diao�,eter nng shank .^.a:l A) Ramteeh L'abr�tatories, Inc. Repctt 'I IA36-99116W �ASTM E330j Transv3rse I_nad Test, t;4" 1'I;icrt Cy 48 ir,rh wide Ha;dieShingie Netcbed Peneis insiallc�J ?.X4 VVood 5Wus SG = 0.40 spaced at 24 inches c,n ceniar •.Yith r 1 il_' �nch brg by O.OE3 inr.h shank diameter by Q-187 'snr,h head d'sameter r;ng ��harik ��ail 5) Rarntech Laboratories. Inc- Reper, 10794-97-1458 (ASTM E330) 1"ransverse Load Teet, tiA" l�hick Gy I Z irch wide HardieShingle CtaJdir.g Sl�irt�iles �ra.n �ed cn 15132 inch A.�-'A raled she:th:ng nailed rr�'� a NumGe� 11 3auge t if4 u�ch long rcoFing rad 5} Rarrie�h L:abCtatories. !nc. Repnrt IQ74d�97-14fi4 (r STRA E33Dj ?rarsverse Lsad Test, 7; :" l'hick bY 72 inch wide F;zrdieShing�e CEadding Shirtyles :nsta:led on 7liti ��ch OSB ratzd shcathing nailed smth � 0 O�Jt inch sf�ank diamF�trr t�y 2.5lnch iong by 0 27_t inrh he.id ;i3me.tF:r Reference: ASGt 7-"v5 2G07 FWrida Build�ng Gode 20061niBrttational Busldmg �'OdeCv 2Cp6 Intermtronal Re>identiaf Codr��) Resuits: Hardie5hinyle Noiched Panels and HardieShingle individuai Cladd;ng s'hingles cnmply with A57M C1 Seti, Standard Specific:ation for Grade /1, rype A Nnn- asbesros Fi9er-Cement Ftat Sheets. Tabie 1 Rasults of Transverae Load Tes4in Frame Weather ( astenor lJltimate Uesgn Report 7est Thicknass Spacing Exposure Spacing Load taad Product Number Agency {m.) Frame7ype (inJ pn.) (in.) FastenerType (PSF) tp��) :"Ainimum 7lt6 in thick OSB 1.5 in. iang X I-IardieShi�gle i IR3Ei- sheathiny D.083 in. shank X Notched Panaf - 99/1602 Ramte�.h �. � complyin9 7 13 75 0.1$7 in. ND, ring �'8 22.7 Straighl instaliaEien witB €�OG shank nail P52 Minimum 7/18 HardieShingla in. thick OSB 1.5 in. bng X Natched Panel - 1 t438- sheafhing o.083 in. shank X Ramtech U 25 7 13.75 61 2D.3 $taggered 99/1602 comPlyin9 0.187 in. HD, ring tnsiallatlon with DOC- shank nait PS2 1,5 M. Iong X Hardie3hirtgle 11438- 2Xd wood biind 0.083 in. shank X Notched Panel ggrygD3 Ram[ech 025 SGaO.aG �� 7 nailed 0.187 in. HD dng �� shenk nail 1.5 fn. bng X HardleShingle t i438- 2X4 wood hOnA 0.083 in. shank X Notched Panel 99l1804 Ramtech 0 25 SGz0.40 24 � nailed 0.187 in. HD, ring 97 32.3 shank nait Minimum 2 roofing HardleShingle 15/32 in. Wck nails No. 11ga. t-1I4 Irtdividual Ctadding 1479487 Ramtacti 0.25 �� 8 9 Inches In, long rooFlng 100 33.3 SbEngle 14 � � p p� from bult n�il - PSt � Rqinimum 7Jt 2 siding In, IMck OS� 0.081 kt. shar#k X H9ell�flMqle 1��8497- �IteaG11P9 �� 0.231 in. HR XC IndMdIN41 Q�ddRNnO RamMeh 0.25 8 9 inqh�s 2.B ki.l� sidl� SQ.4 28.8 �� 1 '� � � frotn buft � ,,� PS2 � � ;Ir P � 8 1 s,� � :i: Rcn-sl�.y Qgaw, ?nd Asscr_ia*ca, ir:� 59i.��1 :"ia�n�.rAvanue #37ii tsun�i�?g!nr. Eeach. Cr+ °"Lii49 pm;' Rltl-'156-Q9 t7?4} 292-2042 ceii (7I Al F347-459� fax ,i�-��sies Fie�d�e fi�_i�idfny -i�:d:�:_;s �. -- . t��t0 i chn :.venue �mtrira. ('�i� s2331 k00-'J42 7343 f'urpose ( his �na!ysis is to dete�n the rr.axvmum wirni spaed to be Bsiste+l by a� assembiy of HatdisShir.gle Pletr.hed Partels or %�3rr�e��itin,q�a !�;�:�v;dual :.la:7d:n_: 7Y�ingles fsrlened ia we�d framn��g cr :vorHl she.??h:e�g with sidin� n2;ls e,�r roo;inq naiEs - - Vvdh rF�ards Eo Harcf�.; hmg�e Individt»t Shinyles ants based ra resul.s af t�stin� 8 Iru_:h v+�a;har exposure v+e pror2te !hz ar<=a ��t 7,rcf; ;�;ii F mch wezather exposi:re back io ibe or;ginal B inch �veather exposure io determine the respective upiift resistance et ;educed weatFer expo�ures. 13y using this proration, the design toads for va�io�s HardieSningle In�+ividual Shingle weather expnsures wili 6e delermined. Fable 2a, Caiculated Cesign Loads Ior Reductiori in Weather £xposm Hard(eShingle Individual Shingle nailed to i5132 inch piyvood sheathing \+!FatYier � Dzsign Pressure �_ ��p Uifimate Load pcs. Laad �P,`3't=f tPSFj (�� u.hes) {FOS=3j y B iGOA 333 -- a i 127.0 42.3 �� q, 5 18fi.7 55.8 Cr�cr_k for results Hardie5hingle 4�dividua! 5hiny�es installed on 15r32 inch p'rywood with two fasteners localed 9 �nches from the free er.d. Thn assen�bly tested in Ramtech Report 1�784-97-1458 hss a weather ezposure of 9 inches. ProraUen r,f d�e areas ',�Jeathe� �"feather 9) Exposure Exposure (inches) Area (sq N) A��, .. 0.667 �, 7 p.583 �!- o Q.500 2) 3y assuming tne same res�stance, we can set the mament tor the lested configuration equaf to tbe moment cf Ehe reducetl 2Yposur�_ '(hcrefore, /�.�,�Xla" �)X4i�t=fiiX( Soive (o� q , y, =:A� X(4 + t) X 9w: UTAi X(3.5 + 11) P„�,,, Sa!✓e fora; , 4z=N�e�iX(�*1)Xq,.:t�TA.XE3+1)1 i `�:�t q, 9z � 100 128.98 168,67 Tabla 2b, Galcutated Design Loads far Reduction in Weather Exposure, HardieShfrtgle individaal Shinyla nailed to 7li6 inch OSB sheath(ng Weather �� Prsssure Exposure Uitimate Load (inches) Load (PSF) (P$F) fOS=3) 9eu � 89.4 29.8 q, 7 173.5 �7.8 ��tti1�lEtIt//1/� t� qi 8 149A 49.7 �\� ! �,,.��`` �. U�q '�r% Check for results, �, - HardieShingle individual Shingles instalied on 7176 inch OS8 with two fasteners located 9 inGbes from the free end. � �'..�, ! The assembty tested in Ramtech Report 10794-97-1464 bas a weather expusure of 8 inches. "� Proratbnoftheareas: `' � �.+�- � �� Weather Weather � .;-� ., 1) EXpoSUre Exposure _ . , '^•� � � (lnches) Area " + : ° -- � ft > A � �� + • ��" .a.. n,.� a o.as� � �'�= -a' .� ,..... A� 7 0.583 �� .,,�� '' .4 6 0.5E10 r . ^�". � ,i fi ��t��;�� _._ � �� q � �1�� _ ��. � Page 2 iionald Uyawa r�nu F„�oc,.u; ;n�� 59Gi'a �;de•we, :�`,r ! i;1::iingtJi7 �+��a;:h �'� '.��SSi Pra�2:Ji' fi.l( �-" I ��ri��i�� (; 14) LJJ �Gp� cel� (i 14) 84%-^`9g ;r[x I:;rr,o;ii�rrne[>uiGLnqrrcducts.inr , _ �' (t t`.ifi01 Lint Fa.mnue �`'`} ,f' S; ��; � j,� � , I-�,r14:)i; ; CP. J:_'337 ��' ��,,� M1 ., Y t�� , t-cOf,C14?�7;74; � .- '' ,-- 7�� • �� q- ��k�{- , 1.` `� By assummg ih� sama �e.ss:ar.ce, c�e ra:� set ?�a moment ter rhe t�.s�rtl ��m<<,�.e�'�nr ��qu�l tn tL�: mo^ient af tP:e ieduc�•d�e�cP s{�e; i� .?� .� - _,� - fheretare- �.' '� � � � - �- •. � ,_ ��, t"��i. �� r4�.: X($ r 1) %< 4c...:= A, X('s.5 � 1� X�. _;�."^,, , � Snlve for q �, - ,'�C q�=l•�s:Xi4+i}Xq�:-�li(A�h135*ti] .'�j ` . � ' s"�"„� { _ ° � .+ �. W � - -..�i �Y�i��= •�. . � : /'�;zst x�� ^�) Y 4�. �,. - A., X r 3 r 11 X�� . ' �,, a.. Snh�e far q �. l � j �� , .. . �� o. 9a= �+'�:: x t4'' 1? x 9�:-� }i[A� X(3 i 1;] A ��l� �4 �. `�x:9.. � � f ��.� . �� lc�� q, 9_ N'��iNMp;tlijip{';;f;�','� ��'' , 89 4 1 1'�.52 149 00 ' TaLle 3, Pressmes (P5F) to bs Resisted at Yanous LNinci Speeds - Wind Exposure Catec�ory B, KzY- i, I=i.tl Vdlftd5 ed(3-S9COfld ust 85 90 100 1IQ I2D � 736 74D 150 17C � �' F asure � S R B 4 F3 Fl B 8 Adjuatmant , � Neight (t!} factor, a �'�e'� = 17 A ? 9 5 24 S 9 1 34 7 %+U . 4�� .� �4.2 69 6 0-t5 1 174 i9.5 241 241 34.7 40.7 472 54,2 696 20 1 17 4 79.5 2A i 29.1 3e 7 40.7 47.2 54.2 89 6 25 1 17 4 19 5 24.1 20.7 34 7 A07 47. "e 54.2 fi9.6 30 1 t7.4 i9-5 241 291 347 d07 _ 4i 2 54.2 o9E 35 1.05 i8.� 20.5 25.3 "a0.6 36.4 42.7 45.6 :ri.3 ?3, I ?0 1.Ofl 19.0 21 3 26.3 31 � 37.8 44.d St 4 53 1 75.0 45 1 12 19,5 Z1.8 27 0 3"L 6 38.9 45 6 52 Q 80-7 79 0 50 1 i6 20.2 22.6 28.0 33.8 40.3 A72 54.8 62.9 80.� S5 f.18 2tl.7 23.2 28.7 34.6 413 48.4 562 G4.5 62.8 6Q Y.22 2i.2 23 8 29.4 35.5 42.3 49.7 57 6 66.1 84.9 1 pp+ Kz = Q. 30.9 34.5 42.7 81.6 6i 4 7? 1 83.6 96.9 123.3 'FOr height> 6�)Et: tSzt=1, Kd=O.&5; I-1, GCp�1.8;GCpi-0.t8; p=0,00256"Kz`Kzl`Kd'V^2`I'(GCptGCpi) Table d, Prassures (FSFj to be Resisted at Various Wirtd Speads - Wi�d Exposure Category C, Kzt=1, t=i 0 UVind ed 3-s6cond ust 85 90 100 110 120 130 740 150 170 �vre C C G C G C C C C AdjusFment P �� 4 19 5 24 1 2Q1 3A 7 40.7 47.2 .�'iA.2 69.6 Nei M (ft) factar, l 0•15 1.2i 211 23.6 292 35.2 42.0 422 571 85.8 842 20 1.2�J 22.4 25.2 31.1 37.5 44.8 52.5 80.8 89.9 89.8 25 1.35 23,5 26.3 32.5 39.3 48.8 54.9 63J 73.2 94.0 30 1.4 �4.4 27.3 33.7 40J 48.6 57.0 68.1 75.9 974 35 1.45 25.2 29.3 34.9 42.2 50 3 59.0 88.4 78.6 tOa.9 40 1.A9 25.9 29.1 35.9 43.4 51.7 60.6 70.3 60.8 103.7 45 1.43 �8.8 29.8 38.9 4A.5 53.1 62.3 722 82.9 108.5 50 1.99 27.7 30A 7.6 45.4 54.1 63.5 73.8 &}.8 106.8 55 1.59 27.7 31.0 3$.3 46,3 55.2 6d.7 75.0 86.2 110.7 60 6. 6 . 6.5 .B 1} _ �, .0 85.7 782 s1.7 108.4 1. .9 '�or height> 80fl: Kzt=7; fCd=0.95;1=1, GCp=1-B:GCpi=0.18; p=0.00Z56'KZ'KzPICd"`V Table 5, Prassuree �PSFj M br Resiated at Various Wind Speeds - Wind �xposure Category D, KzKt, 1=1.0 Wfnd $ ed 3-sscond ust 86 90 700 1f0 120 130 140 150 170 urg D D D 0 D D p D D AdJuslment Nel M(�t taCtor, 71 P 17 4 79.5 24.1 29.1 3d.7 40.7 a72 542 69.8 0•15 7.47 25.8 28.7 35.4 42.8 51.0 59.8 69.4 79.7 1p2,3 2o L56 27.D 3D,2 �7.4 45,7 53.8 83.1 73.2 84.0 107.9 26 .81 28.0 31.4 38.8 4�.9 55.9 56.8 78.Q Q7.3 i t, .1 3p t.gg 28.9 32,4 .0 A$.3 57.6 87.8 78.4 90.0 115.5 35 4.7 �l,e 33.2 A1.0 49.5 58.0 89.2 90.2 92.1 tt$,3 qp '1: 4_ ": .1 3.6. 41.9 50.8 .4 70.8 82.1 94.3 124..1 ".,4 9+4.T '- .9' S,8 81.9 72.4 84.0 9B.B, 1,9 :a z,z a x�.� .a ,. .a t.a s ,� �1 - .1 .+1 - T *F*mr II . . . . !, . :1 ; t� ^ P#�+C�� Tadtea 3 ihrD6�h'6 �re 6d�d OKl+�S�E T�tF6 mMd ennsistent with tAe 200� Finrlde BWIAhtg Code Rage 3 Ronald Ogswa and i+ssor,iatr:c inc 3901 W amer 4var;ue #376 HuntinyEOr B�sct?. CA 9"t649 Prcjec; R!O-21dG-n� (7t4i292-2602 ceU (7t4i�47-45°`fax ' :;ames hlaru!e Huilding i'raducts. Inc. 1C9U1 El:n Avenue Pontana, r,� g2337 1 8U0-5d2 730.3 Oesign Wind Loads: Equat�on i, q�=C Gi]Z5n"K, K; K, V'9 q_ , velocity pressure ai heignt z K� , veloc;ty pressure exposura coefficient eva�uated at heigF.t z K„ ,inpographicfactor K� v�ind tl�rectionaliry factor �! bas�c wind speed (MPH) i importance facter Equation 2, P=4."lGCp±GC�,! GC product of entemal pressur? coe€8cient end gust-effect factor GC„ product of intemal pressure ccefficient and gust-effeci factor p, design pressure (PSF) for claddi�ig Subst�tute q, info Equation 2, P=0.0025G `K�' K,"K,'V G C C�„) Sofvi��y �or V, V= (p/(0.00?56"K 'K Tadte 6, Coefficients And ConsWnts used In Determinin V, Basic Vtiind S eed (MPH 3-second ustj K� NeigY�t (ft) Exp B F�s C Exp p K Ny I GC, GC 0-15 �.7 0.85 103 h<_60 7 0.85 1 1.4 0.18 ^ <0 OJ 0.9 1 08 1 0 85 1 1.4 0.78 25 0.7 0,94 1.12 1 0,85 1 1.4 0.18 30 0.7 0.98 1.18 1 0.85 1 1 d 0.18 35 0.73 1.D1 119 1 0.85 1 1,4 0.18 40 0.76 t.Q4 1.22 1 p.85 1 1.4 0.18 45 0.T65 1.065 L245 1 0.85 1 14 0.1$ 50 0.89 7.G9 1.27 1 0.85 1 1.4 0.18 55 0.83 111 1.29 1 0.85 1 1.4 0.18 60 tl.85 113 1.3t 1 O.B5 1 L4 QJ8 10� 0. 7.26 1.a3 h>60 1 0.85 1 1.6 018 ``� \,\\ ,��11I 1111I11 Ut(f{�� / \�\� . �.ff+�,�d.'�1j� i�/ ` �1� � -• � � � /� _ � K' � � 1 ✓ � � , � � = r � 'w . � _ y �� a � � � � �. � --•. � '� �, : � '' ' ,r r�.�_r'+ °'' L ��;". - � � .�"� ca p � � '�� ~ �� f � ;. _ �� i 3 1 Rage 4 � . ,. s'��,��,+1 f� _ ,I ; r � t _, �r.f f,sso�., ,,. ., i , � . -- � ��r , .� �,:'. ,arRvc:'�d� k.'."_ .. �-- , j �' [ . It, "�1Ft;3rli f„�i a i 3 P• ;;;; RI��-21t�; G9 . `- ' _ , ,•��9"7_ 73�7? �eil 't�; i �� y t` : ' �, , i� -3�, a55� a� - �:� ' ' �}f;i ._ � `.i ?a�i:�e:, N�i��ir Ei; ��.1i�:� ��n�. �. - - ._ .. 0`iQ! Ei�e Fo:e_^:.ti: `��• �. - °� ;','In'^i�� i:n 9:�;;?7 �� ' ��; � t.' - �v ;.f7l�p.-iq1.i x} , ,.,�� - ��°- '.,��t,,,t� { '1 . { t;''•, � " ro°'�, �'': . t a� �,� �}{ �p�.,��`. ay° .r .,�` , , � °`:� �^.'c- „et.. Tabi� 7, Maximum Wind Speed (MPhf 3-sscond guef) HardieShingle Sidii�y, ASCE 7-Ob Method 2 , Basic Wind Speed mph ,�{ficients used in Exce1 Ga€culations For ai,ic 1 t3-seccnd gust� - ---�--,-- IBC�& tt2C�? K_ � __ _ [ � Pr�:ita;F rastet�er St�,d !�vea.ner Bw!d;ny � Sn� __, -_�__ _ f�aste��n- f-"cam� I E areduct Thick.nes5 Sp3ang � Spa;.:ny f:<�,::s�.re He�cht ;s _ ` ❑ !oad i (inc`rjesi TYG ;ir.ches) j . ype (inch�s� ;in.i if"all °SF) r B Ery C Exp � ��:,, �ti I GC�, GC - � C i5 97 88 8U i C1 0.8`_ iG3 ti-:r.0 0�5 ? 14 f.i9 � ' � i -- . . � - � ' --'�] 7? 85 _ i3 '2T 0-% Q9 i JB � G85 : �4 �; �6 . � <5 5i �i� ' ±L+ 6? 03�: 712 ` 7 035 5'4 018 i Gr.� I"tal !J�,,ri,r:m I . '_ __._ _ A_ �--. ; _ "" ' : �� ( "l? H2 ; '27 0.'I 098 �t 1� 095 1 i 018 tfuid;eShii;c j',e� Kii.UFS3�y1 �'." i { _��'r� �i 7 ?�T u_;3 1^I 118 � 0�5 !;-+ 0�8 :^�� ;75d • � _ t�, CJotched Para! �; shank .� � , j ;��_ � st��atnir� I � - { vU 43 &�� , 4 227 D 76 ��1 Od t22 3 1 0�5 I t 4 OJS _�'" ' Stfal ght ; �'V '�� ' compiyir.g � � ��_ .r° . � . �2 %9 !3 22 7 0, 7 8 o t t 7 d 5 1. 2 4 t i 1 0 8' i 1 4 0.18 ;r�s1�11aG^l i HD i:nc� �,vdPi DQC- � � i0 yp ?g 72 227 O&1 1 09 M1 27 �1 088 1 1.4 0`:3 Sha��4 na;l PS� I � - F� t � 4 0 to �d �7 72 22i 0.8a 1 1 L29 1 035 1 ��i ga "/o 11 c"27 085 1?3 1 J1 I 0 A5 7 1 4 0 18 i0G 73 65 �it 22.7 0-99 1 ZE 1 43 hxGO� 1 O.OS 1 1.8 0 18 D-15 :f2 83 7n" 203 0.7 085 703 hsPiO 1 085 7 74 O.tn �p 42 fit_ T4 203 07 0.9 1 Q9 1 O,b5 1 14 J 18 P.1ir,nr.urn 32 7� 73 20.3 0.7 094 'ti2 t OBb 1 S4 0,18 1 p!n ir..n{7 � 93 %B �1 20,3 07 098 1.16 I QB5 1'.4 098 �i?5 m. N�r�iE`Shm��`' ;s p�J �� ih!ck OSf,' a5 t:�) 'ii i 0 �l3 0 J3 1.01 � 13 1 0 G5 1 1.4 0?S Notched P2ne( - znank X � I ' - ' � A< � Staggered "+ 4 � 15'7:n °' sh2aLivr� � 40 �8 7 -`% !0 2..3 076 1.04 122 i��__.. L4 0 �8 ccr. ri.i^g ` d5 &7 %a G9 203 0.785 1 �BS 7 2R5 1 Q85 i i.d 0.18 Irsta:laEion � HR nr:� ------- � � n„h 60C �q g5 � A h"8 2v.3 0.81 1.09 � 27 7 085 1 7.4 0.t8 i shark r3ii NS � } 55 84 �3 58 203 �83 714 129 1 083 1 1.A 0-18 � gp g3 72 67 20.? 085 1.93 1.3t 1 08b 5 1.4 6.18 i 0C 69 61 57 20 3 0.99 128 t d3 h>Gp 1 0 85 1 1.8 9,?e 6-15 163 14B 134 &!.0 0.7 085 103 h[60 1 0.8� 1 1.4 O.SB ' 20 163 144 131 64.d Q.7 09 tt� i 0.86 1 i.b 0.1b � � 2.5 763 lAt 129 6a.0 07 9.94 9.13 1 0_85 1 1.4 0.18 '��n. ��"'3 30 163 138 127 b4_0 0.7 0.98 1.16 f 086 1 1.4 0.18 X Q 083 tn "s5 160 136 12b E4.0 0.73 1 at t,t9 S 085 1 1.4 0.18 EiardieShingle 1f4 shankX bl:ndnaif 2X4wcod �5 � a0 t57 134 724 6ao �.78 ta1 1,22 1 085 1 7.A 0.18 Platched Panel 0187 in at s�ad SGz0.40 H0, ring 45 tS4 131 122 84.0 0.785 7,085 1 246 � 0.95 1 1.4 OJB shank r.aii 50 152 131 121 bA.O 0.81 1.tl9 127 1 0.85 1 1.4 0.18 55 156 130 120 G4,0 0.83 1.11 1 29 1 0 85 t 7.4 0.18 � J 66 148 i2 i�s B4.0 0.95 1.13 1 31 1 U.85 1 1.4 O.tt3 � 104 12 109 102 64.0 0,99 1.26 1.43 h>40 1 q.85 1 1.8 0.78 a-15 116 105 96 32.3 0.7 0.85 �03 hs80 1 C85 1 1A 018 20 118 t02 93 32.3 0.7 Q.9 t 08 1 o.ES 1 �,a o.18 ^ 25 116 '�.G'D 92 323 07 0.84 1J2 1 Q.85 1 1.4 0.18 1 5 In. lony -- 30 � 1 i6 98 90 32.3 0.7 0.9d 1.18 1 0.85 1 7.4 0.18 XOA83in. 35 113 96 89 32.3 0.�3 t.ot �.19 1 o.a5 1 1.4 o.�a HardiaShi le shank X blind �ail 2X4 wood � i/4 24 , 40 171 95 88 323 �.78 1.04 1.22 1 0.&5 1 1.4 0.18 Notched Panel 0�187 in. at stud SGaO 40 H�, ring 45 109 9A 87 32.3 0785 1.W5 1.246 7 0.85 1 1.4 OJB sh8rlknai! 54 tq8 93 86 3a3 0.81 1.09 i.27 1 o.eS 1 1.4 0.18 55 106 92 85 32.3 0. t.tt 129 1 0.� t 1.4 0.18 60 105 81 85 32.3 0.88 1.13 �.31 1 U85 t 1.4 tl.18 100 @7 77 72 323 0.98 128 t.a3 h�6t1 1 Q,86 1 1.8 p.18 0-15 118 107 97 33.9 0.7 0.86 103 hs80 7 0.86 T 1.A 0.1$ 20 118 104 95 3J.3 07 tl.H 1.tl8 1 0.$6 1 i,b 4.1& Mmimum 25 118 102 83 3J.3 0.7 O.fl4 t.12 1 6.85 1 1.4 0.18 2�ng 15l32 in. 30 � tt8 99 91 39.3 0.7 0.99 1.18 1 0. 6 1 , 0.19 HardieShinQie No.11ga.1 nails Nick 35 115 98 80 33.3 q.73 T9t 1.19 1 0.85 7 i.< .Y8 Individual 1/4 1/4 in. lony 9 inclles plywood B 40 113 97 89 93.3 0.70 1,6i 1 22 7 0.65 t 1.4 0.19 Cladding roohng nail irom butt compiying 45 111 95 86 33.3 U.785 1065 1.246 t 0.85 1 1,4 0.18 Shingles �ge with DOC- 60 109 94 87 33.3 0.81 1.DB 1.27 1 0'.85 4 1.d �.18 P51 55 t� 93 87 33:3 4.83 1.11 129 1 Q.86 l 1.4 0,1@ 60 107 93 86 333 O.dS 1.13 1.31 Ob5 1 1,4 p.7B 1pp 8q 78 74 3R3 088 t2e t.d3 ha80 1 0.85 1 t.8 0.78 Pag� 5 , ;�,•; !.o �a�d 0�a�..a: -:d �,_sccia;ts. i. �: ;.i : �j � ''`"`i' � / Lj� ff ;; , ?�Gt l��arn�rAv�nue k3;: - : • - � ` �� Hcn:�ngte�,Haach �:A 92Srn _� g =- " f'ro�ec� RIO-'<"166-05' ' - " � i7 4} 252-"L6C2 cei; - . � • • a - � u _. ;7'4iH47-0595fax • ��' � . _ ?- �s . . ± �yu! f'��,^: .r_, .,'r.! q f' . .i. . li' }, ,.� , 1 ; � £ � " � ��. : �y+ t-��i��l.7�lU ��r",-a.'_'''.� �ti - � �� ; •' � SUU Os2 7';_13 ` ' . . . _ l 3� , - `_z. ,_ ' ,p�; �ix� � _. � . Y ��.! \ _ . ',r -d , : "�'� f i 1 5 Bas�c �l`hnd Speev mph �.��cients e.se�; in E:cxl Caic�tatiers F'or Ta�le t (3-sewnd g::s,) 18C,'G�& IRGt� - r - --- _ '. ---" Pronut'. ra _,�� rastsner Siud Weather Building x;,�, �. r Fr.�me � j ( Pr��1�;ct Th�ckr�ss Si�a��y Sperinc� tnpesure Neight B „ fi '_cacr a�e,��s� T �""� ;�ru;t,e�.t � (,e,ct;as) (in ) (feet) iPSr°j ! I � ;�a a � � :: �Q � r _ j � � :,�,, c�.,,, 0.15 133 120 109 423 G 7 0 8K 9 03 h56Q t O U5 1 i A 0.18 26 133 117 1U7 J23 6.'r 09 70�s � pg5 � i:f p1g Mr:�,r.um 25 133 17A iC5 a27 07 Oa4 11. i�;,5 1<q Oi3 ;.^,-:•.:� �51�2�� ; 3C 133 tii 103 s'r3 n? o�a ttt: a]085 t�;4 0-tx h{;:rrf�ec�.,;:a!e t.o i t, � i � .hr-x � 35 1� 110 t42 a23 0'%3 10� 1 te � b5 1 0.18 h�dr;itlual L4 ?;� in ;�orn 8 i�chas i�r;ro' �� :ia`�ld�!1;� 4 }; Y - u � - 40 12l iG9 1CN� a23 0'S 1 C�3 1.12 ?� G i5 7!: 915 roo`ny retl from t�;,t compiying d5 125 107 95 423 J.'. ;h:nr�'es 95 7 C£5 1.�d5 i 0 �;`_ 1? 4 0 18 ed;e w:thUOC- 50 f23 t0o 98 d2? 08" 7A9 1?7 pa5 1'Id 018 � 55 122 105 98 t23 oa3 t.i? �2a � oa5 � ta o�a i 60 120 iQA 97 q2.,3 0.65 1.13 1wi i Otf 1�.A Ot8 t00 70� 96 d3 �l2J Oy9 128 i43 h�-EO 7 dt]5 1 i& 0_t3 Q-1$ 152 138 125 35.6 Q 7 0+:5 1.03 h4�i0 1 p SS t- d h. t8 20 152 134 122 a56 Q 7 09 iD� 'i U.dS 1':4 Q18I tvtini�r.um 2` 152 131 120 5b6 e7 0.9a t tZ 1 055 1 t4 0;9 2 rocfir. i[132 m, 3C f52 128 118 a5,h G 7 0-�d �I.Ifi 1 08� 1 i,4 �7 t8 l�lardie�Mr.gl� . � No i? ga 1 na�is 35 149 127 117 a5 i 0.73 i f37 1.19 i J 95 In��:�.idua� � ' 1 1.4 0:9 7,' ( �%i "i iC!'1� r lfGhf±S (:iV�:'OC:i 5 �� d0 iq6 12i t?5 SSg 07B i..rrt 1.;;. �� O55 7 4 Ot8 � r.;�Lng nad From b!. i ror^c;iying - S'h.:ales 45 tA4 123 1?4 550 0785 t�'.�5 1.2a5 1 0�-- ��q 0?2 edgs vnM COL- Sp 141 122 1 73 56.G 0.91 7 Ov t 2; 1 0 �� i s-7 O.i3 � PSi �5 140 121 ii2 55.5 p.c3 7.11 129 1 02b 1 7.4 O.1H 60 138 120 i t t S56 0 65 t'13 t.37 1 0'35 7 1,4 0.18 100 114 101 95 55 5 0.99 1 26 1.43 h>EO 1 � d5 1 5 8 0? 8 � � 0-15 111 101 92 2s a o.7 o as i.US tn60 t q tl9 1�.4 o zg � 20 111 98 90 1$8 07 09 LOS 7 0r5 1 i.A 0.18 htirimum 25 111 � 8$ 29B 07 0.94 t.t2 1 055 1 4.4 018 0.09tin. zsid�ng 7/16in 3G 11t 94 86 ?98 0.7 0.98 1.16 1 095 1 1.4 0.18 HardieShir�:�le 5hank X naiis ihick OS8 35 109 93 L5 298 0.73 t Ot 1.19 1 0 85 1 7 4 0.18 Indh:idual � 0221 in. 9i�ches shealhm c C;adding H� X 2 5 � 40 107 91 B4 29.8 0. �6 1.04 1.22 t 0.65 1 1 4 0.18 trom buEt cempiying q5 f05 � 90 83 29.8 0.785 t665 1.245 1 0 4 7 a 0 18 Sninyles in_Icng �„e vAth DOC- si�nqnail d PS � SO f03 89 $3 29.8 0.81 1.69 1.2"/ 1 0.85 7 1.4 0.18 55 f02 f38 82 288 O.a3 f.'? 7.29 1 0.85 1 14 0.58 EQ 101 S8 81 29& 085 1.?3 131 1 Q35 i 1.4 0'18 100 84 7A 7D 29.8 0.98 726 1.d3 t 1 085 1'1.8 0.'�B 0-15 125 114 103 �78 07 085 1.03 hsFO 1 0,85 1 tA �.t8 � 20 125 11) 101 3Z8 0.7 09 1.C8 1 a.t35 1 1A 0-18 Minimwn 25 125 108 99 378 0.7 4.9A 1.12 7 0.85 1 t.4 019 0 iA1 �n 2 sid�ng 7i16 �n 3p 125 108 87 37.8 0 7 0 98 1.48 't A 85 5 7 4 0.18 Hardiechingle shank X ,��;�� hick OSB 35 123 10d 96 37.8 0.73 i.01 1.79 1 4.85 1 1.d 0.18 individual �� o.22t in. 8 inches sheathin 7 Gladding HQ X 2,5 9 40 120 103 55 3Z8 0.78 1.04 122 1 0,86 1 1 4 0}8 irom butt compiyinp Shingies in.fong 45 118 102 94 37.8 0.785 7.065 12a5 � D.85 1 1.q O.ik3 edre with DOG sidingnail ' PS2 50 517 100 93 3T.8 O.Bi t03 1,27 1 0&5 7 1.4 O.tB 55 NS 100 82 3T,8 0.83 1.1Y 129 1 0.85 1 L4 O.i$ 60 �f4 99 g2 37.B 0.85 1.13 L31 1 D.85 1 1.A 0.18 100 94 83 78 �7.8 0.99 126 t.43 M60 1 0.&S i 1.8 0.18 0.15 144 130 118 4yJ 0,7 0.65 1.03 hs80 1 0.85 1 1.4 0,18' 20 144 127 716 49_T 0.7 09 1.08 1 0.85 1 1_4 0.18 Q �,� �� Minimum 25 144 124 �114 49.7 0.7 o.ea �.12 1 0.9,5 t ta a�8 HardieShingie shank X 2 siding 7/16 in. 30 7 721 112 49.7 0.7 0.96 1.16 7 0.85 1 M1.d p.18 fndividual p z2� m �aiis thick O5B 35 141 120 110 �.7 0.73 t07 tt8 1 0.85 1 t4 0.18 G2tlding t!A ND X 2 5 7 inchas sheathin9 5 40 138 118 109 4fr.7 0.78 1.04 1.22 t �.85 7 1.4 0, t8 Shingles in.long frombutt ,wmpiying 45 138 117 108 49.7 0.785 t085 �.246 i Oas t t4 o.te sidinqnaii edge witPSOG- 5p 134 115 107 497 0.81 1.0� t27 1 0.88 1 t4 0.18 55 132 114 106 49 7 0.83 1.11 129 1 0.83 1 1.4 0.18 60 130 113 145 4Str A85 1.73 .3t 1 0.85 � 4.4 0.18 100 108 96 90 497 0,99 1.26 1.43 h�80 1 0.85 1 1.8 0.18 Lim3tationa Cf Use: 1) Fastener pulbut must be evaluatad when installed over stael studs or a species of wood studs other than thet which wes tested. Page 6 �lc Building Cade Online Page 1 of 2 �, � � � � � rt� * �° � � � � -_ � -� . � � � � . � � � ;� � � £- Y � � _� � # 7 - _ - }� � - � - � � � � � �` �•� . � � �� &_� , ��, �� ` -� ��_ � � � � �� 4 � �� _ - , . +� A A� � � � _ naer_ �� S �� - r § _ - - � } ' _ � � � > �,a'-. -__ +" .- .� ,- 3" : -< i" � � � - _ ___ - �` �_�, __-_z — . . ,- ____. ., . ._ -= - "st BCIS Home Log In User Registretion Hot Topics Submit Surcharge Stats & Facts Pubhcations FBC Staff BCIS Site Map Links Search � �r� '�; � _� � �_ � ProductApproval F �� "$� -- �� '� USER. Public User - �em�� ;k �S � Product Approvai Menu > Product or Application Search > Apphcation List > Application Detail ��-��. - --- ��—��',;."�`r FL # FL13223 �� ;��-�� A lication T e New �. ;�: , PP � YP e ... <,; 3'= �`- _', - �` ` " � $� Code Version 2007 . - °;s t ` :�:.., r±�; ; Application Status Approved �?� =s=.r ��. � "'�~%'�� " Comments __"�-,. �.�,;: }'`�`"'��` V ' ` Archived ;��.:� ;. . ° , t .�'-'�'--f_., - ; gP < Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jamesha rdie. com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 � chad.diercks@ja meshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Ftorida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2011 Validated By John Southard, P.E. • Validation Checkiist - Hardcopy Received Certificate of Independence FL13223 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year(of Standard) �lorida Building Code Online Page 2 of 2 Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted il/02/2009 Date Validated li/04/2009 Date Pending FBC Approval 11/14/2009 Date Approved 12/09/2009 .: -- -- - ---- - - -- �Summary of Products ; FL # Model, Number or Name Description � � 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber-cement � panel siding l ' Limits of Use Installation Instructions ' : Approved for use in HVHZ: Yes FL13223 RO II install-cempanel-south.pdf 1 � Approved for use outside HVHZ: Yes FL13223 RO II install-hardiepanel-hzl0.pdf ' � Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc � � Design Pressure: N/A Created by Independent Third Party. No � ':, Other: For use inside a HVHZ install in accordance with Evaluation Reports i NOA 07-0418.04. FL13223 RO AE HardiePanel Florida Analysis 11-3.PDF � ; FL13223 RO AE NOA �7-041804.pdf { _ __ Created by Independent Third Party__Yes ____ �3ack Fiext DCA Administration Department of Community Affairs Florlda Bui/ding Code Onllne Codes and Standards 2555 Shumard Oak Boulevard 7allahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2005 The State of Fiorida. All rights reserved. Convriaht and Disclaimer Product Approval Accepts: � � � � WrIlilyn E�erntl YERirY� p.� � �;� � � �� * J3.�8. s-3 '�'u i _ _ �� '� i -4 � di a_ _. � - � �'\ - . � �,.T, _ ,. _ rr,,� - � u �= i: - �� .� �. �_.� �:. `�� `�.' �.. _�, _ � �F.� _� ;�" ��`� EFFECTIVEAUGUST2008 SMOOTH CEDAR � GROOVED CEDAR � . - . � � , . _� ._ �� `: �� ,.. s r � � � . '; '� P�-}�f� �_ � - �, `:�: ._ , - _ ,_ _ �:: _ .,. -� _ � , _ i�! s. r�? ;�' "_= 1�'�� , _ . �, , t._ :.C:�7 T�� it,' �. �,�t1.: Fi '�::.i°' � ` �h -�! - i i t !t: � `- y ti � i .r., '=.�. - ' !- ., 1!'. f .�) �,L . �„ 1 ) i'�� ' i �.i `'IC_i,�i �� t aUC, i �!'!�Y , �,. �. y�, !�.f a.5�_��s 1� � I�.aa_3�__�' �-�� Q �..�� 6�i�� s�� 1 Iq4A9�: ��$3,'-�-� Store flat and keep dry and covered prior to installation. our000RS INDOORS 1. Pos�ion cutting station so that wind will blow dusl away from user 1. Cut only using score and snap, a shears (manual, electric or pneumafic). Installing siding wet or saturated and others in working area. 2. Position cuuing sta6on in we1�•ventilated area may result in shrinkage at butt z. Use one of the following metlatls: oints. Car anels on ed e. a. a�t i. Score and snap 1 rf+ p 9 ii. Shears (manual, electric a pneuma6c) - NEVER use a power saw indoas Protect edges and corners from b. Berier: i, Dust reducing circular saw equipped with a - NEVER use a circular saw blade thal does not carry the Hardieblade saw blade trademark breakage. The manufacturer is not HardiebladeT� saw blade ard HEPA vacuum e�raclion - NEVER dry sweep - Use wet suppression or HEPAVacuum res onsibie for dama e caused b c. Good: i. Dust reduang dreular saw with a Hardieblade saw blade p g y (onry use for bw to moderate cutling) IrY1�JfOpBf -� =_ ��=v � Important Note: for ma�dmum protection (lowest respirabie dust production), the ManufacNrer recommends always using "BesP-level cutting methods where feasible. ` � � �r storage and a . �� - � , , h8tltl�lfl9 Of fh2 �"' NIOSH-approved respirators can be used in conjunction with above cutting practices to turther reduce dust expasures. Additional exposure information is avaitable 4"`' � � at www.cemboardsiding.com ta help you detemiine the most appropriate cutting metfwd for your job requirements. If concem still exists about exposure levels or you pfOdUCI. -� do noi compty with the above practices, you shouW always caisult a qualifed industrial hygienist or cantad tlie Manufadurerfa further information. sooeams �:��E��A� i��lI��I�� °�: • Cempanel� vertical siding can be installed over braced wood or steel studs spacetl a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • Cempanep vertical siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulationlsheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulationlsheathing. • A water-resistive barrier is required in accordance with locai building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard� products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 5). • Maintain a 1" - 2" clearance beiween Cemboard� products and roofs, decks, paths, steps and driveways (figs. 6, 7& 8). • Maintain a 1(4" clearance between Cemboard� products and horizontal flashing (figs. 3& 9). • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding 8� trim (fig.10). • Install kickout flashing at roof-walljunctions (fig.11). • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10' • Do not install Cemboard� products, such that they may remain in contact with standing water. • CempaneP vertical siding may be instailed on vertical wall applications only. • DO NOT use Cempanel� vertica� siding in fascia or trim applications. • DO NOT use stain on Cemboard° products. ��lS�ALLATION: Joint Treatment Fastener Requirements • Vertical Joints - install panels in moderate contact (fig.1), altematively joinls Position fastehers 318" from panel edges and and no closer than may also be covered with battens, PVC or metal jointers or caulked. 2" away from�comers. Do not naii into comers. • Horizontal Joints - Provide Z-ftashing at all horizontal joints (fig. 3). Cempanel Vertical Siding Instaliation • Framing must be provided at honzontal and verfical edges for nailing. piyure z Fi ure 3 • CempaneN vertial siding must be joined on stud. Wa�e�-,es;$w� n�me� water-resistive barrier 9 • Double stud may be required t� maintain minimum edge z a sn,a / z x 4 stud Wat�-��s;�,e waca�-�s�swa nailing distances. ( �;- n� barrier Figure 1 �� S � d � { �-` � � �� ` i - _ .—upper panel t-- upper panel water-resistive �"�' 1! ` j CaW� Caulk ��4" gap barrier �� sneatniny �'� cempanep Batten Joint "H" Joint � 9 9 Z-flashin � Z-Aashin � �; � vertical siding water-resistive barrier deCOt2tNe keep nails / , 2 x 4 stud ~ band board �--lower 3/8" min. � �� panel from panel � O edges plate _ ° ` � S Figure 4 3/8' ^I` - leave appropriate gep batween ReCOmrtlendaGon: When -- — o panela, then cau1M kng provide � � moderete contact Caulk Jolnt e d�ouble sU�id at panel joiMs W avofd na�ling Iceep fasteners 2' •Apply cauBc in accordance wifh caulk th� 9�'e$• away from comers manufachaer's written applicatlai instructions. WARNING: AVOID BREATHING SILICA DUST CemboaN' producta cadain resphable crystallNe silica, which is knam to tl�e State of Califoma to cause cancer and is considered by IARC and NIOSIi � be a cause of cancer from some oceupatlonal soirces. B�thing sxcessive artiouMs of respiiaWe silica dust can aleo puse a disaMing and potenliaAy talal lung disease called a�licosis, and has bean fadced wiTh otl�er diseases. Some sh�iea s smoki�g may increase these risks. During installatlai w handing: 1) work in outdoa areas witl� amde ventilaflon; (2) use fiber cement shears ta cWting a, where not feasible, use a Hardieblade� blade and dust-re�drg dreular saw attached to a HEPA vacwm; (�) wam others in the �te area; (4) wear a properly-fltted, NIOSH-approved dust mask or respYator (e.g. N-95) in acmrdance with applicaWe govemment regulatlons and rtrenufadurer fnstrucdons to fuAher Ilmit res kable sYka e�ures. Dudng dean-up, use HEPA vxwms or wet deanup metlwds - neverd�ysweep Fw furTher infamatlon, refer to wr installatbn kntrudiais and Material Safery Data Sheet avaiP�ble at www.camboartlsMfig.can w by pNing 1-8T1-236-7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. eoosow, CEM0807-P112 9/08 � install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" cfearance At the juncture of the roof and vertical compliance with local building code clearance between between Cemboard� products surfaces, flashing antl counterFlashing requirements for clearance between the Cemboard� products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 7 manufacturer's instructions. adjacent finished grade S �� d driveways. - Provide a 1- 2 clearance between water the roofing antl the bottom edge of siding `, Figu►'e 6 siding I �sistive the siding and trim. � �� 2 �� _r , �► barrier 1-. �— , j I� j� � ��'� i'�' , Figure 8 Fi ure 5 i � . I �" deck material ,, i ,� L 9 I �Ij � t " 2 " J `- �. �' - 2 " I i —- bottom � i i I. `- - �`�ssi e;,✓c ,�;• � ! I �' � plate - � � i . _ --. I 1 _ 1�-� � -�_ _ = -- � ti loist flashing -�� ledger � � '-� � �� 6 min. o ndaton j `flashing � Figure 11 :, ��G��' ��+$H�F�� Maintain a 114" clearance Maintain a minimum 1" gap StepAashing /`. ` , �' Because of the volume of water that can pour between the bottom of 6etween gutter end caps and SelFadhenng� � down a sloped roof, one of the most critical memb2ne flashing details occurs where a roof intersects Cemboard� products siding & trim. ''� a sidewall. The roof must be flashed with and horizontal flashing. � �r_ Do not caulk gap __ Figure �o ��`"�e step flashing. Where the roof terminates, -_ install a kickout to deflect water away from �ne� "° the siding. Figure9 ' 9 �o�v�ay� rs�d��9 — ras�;a � �yP It is best to install a self-adhering membrane Do not '�a° 9 a P on the wall before the subfascia and trim ousewrap ca�ik ___� � boards are nailed in place, and then come „ f � s back to install the kickout. ��-_�, .� Figure 11, Kickout Flashing$ To prevent water from dumping behind the `�s�} flashing siding and the end of the roof intersection, install a"kickout" of su�cient length � " min. � .— and angie to direct the water running down the roof away from the siding. �'��8�f��? �'fi�SfiE�(1N� ��QIJiR��UIE�TS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. p�acement to achieve speci6ed design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where The manufacturer recommends the use of quality, hot-dipped galvanized Local Building Codes have specific jurisdiction. Consult the Manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. Cemboard� products near the ocean, large bodies of water, or in � Fastener heads should fit snug against siding (no air space). (fig. A} very humid climates. • Do not over-drive nail heads or drive nails at an angle. � If nail is countersunk, caulk nail hole and add a nail. (fig. B) ��1EUAAR'1`I� �AST�NiN� � For wood framing, under driven nails should be hit flush to the plank with a Cemboard� products can be hand nailed or fastened with a pneumatic hammer (For steel framing, remove and replace nail). tool. Pneumatic fastening is highly recommended. Set air pressure so ' Do not use aluminum fasteners, staples, or clipped head nails. that the fastener is tlriven snug with the surface of the siding. A flush Snug Fiusn mount attachment on the pneumatic tool is recommended. This will Countersunk, � � help control the depth the nail is driven. If setting the nail depth proves �� Cau1k & difficult, choose a setting that under drives the nail. (Drive under driven add nail nails snug with a smooth faced hammer - Does not apply for installation do not under SO to steel framing}. Figure A Figure B drive nails �AULKING PAiNTING For best results use an Elastomeric Joint Sealant Cemboard• products must be painted within 180 complying with ASTM C920 Grade NS, Class 25 or days for primed product and 90 days for unprimed. higher or a Latex Joint Se�ant complying with ASTM 100% acryhc topcoats are recommended. C834. Caulking/Sealant must be applied in accordance Do not paint when wet. For application rates refer to with the caulking/sealant manufacturer's written paint manufacturers specific�tions. instnictions orASTM C1193. Back-rolling is recommended rf the siding is sprayed. ' The illustration (figure 11) was �eprinted with pertnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subsaiption infortnatlon, visit www.jlconline.com. RECOGNITION: In a�xordance wilh IC�FES legacyReport NER-405, Cempanel° veitical siding is recognized as a suiiaWe al�nate lo that specified in: Ire BOCA National Buidhg Codel1999, the 1997 Slarxiard Building Code, the 1997 Undorm Buildfnp Co�, tlie 1999 kiternatlonel Ono-ard Two-Femiy Dwe�Irp� Code, the 2003 IMematlonel BuNdng Code, and 1he 2003 htemadonal ResMe�el Co� fa Onaard Two-Fam�y Dwell'mgs Cempanel'vertical sia�p b also rer,o�ed ta ppI � the foNoWdng: Ciy d Los Mpeles Researt;h Repat No. 24862, Slale of Florlda1�p Fll1889� Dade Camty, Flaida NOA No. 02-0729.02, IJS. �ept of HUD Materials Releaee 1Z63c, Texas Depaitrnant o If n urat�ice Pradud Evaluatlan EG23, City of New Yak MEA 713-93-M, and Califomia DSA PA-0i9. These documeMs should also be cons�ted for addiGonal infortna4on cnr�ceminp the sulabilily � Mds produ f or spe '�ic applicatbns. n� � 2008 JHIF B.V. All rights reserved. TM sM , and � denote AddiGonal Installation Information, trademarks or registered h�ademarks of JHIF B.V. WaR2��125 and Wamings are available at www.cemboardsiding.com . � � , , CEM0807-P212 9/08 � Hard Lap Siding �-�/ � � �amesHardie EFFECTIVE APRIL 2009 .�.�.�� ;�i ir{L'Lf�,ili�P'lf��UlRcivi�'f�, r''riir.�ic�i� _�;LiJ�,PLL'.`_ tri��i i�._�;`._ Uisit:r.:,v.<c;.r-.r:,,;�. � u; � for the most recent version. SMOOTH � CEDARMILL° � SELECT SIERRA 8° STUCCO ;��iIF;�RT�aNT: FAIGURE TCi ii�S �'�LL �1N� FlNI�Fi i �ii� �F ;��tit�� f� ��":4��F�f �,�G� �,��iy�; �� L�G�?BL� 6!i{L�ING t;�?iJ�u ��3� J�I:,�!�i. ;�i��;:t€;� '�r��iITT�N �;�'PLiCATit1N INST�UU710NS iNIAY L�i� �� 1 E�i�ON�1�. lt�3JtJ ;�s; �FF�CT S'?ST��11 PERF�i�i�r�ANCE, UIt��T� �t�G�L �Si1il [�l�;i; ;�:;�;�-' � fa��p VClil7 i HE PRO[3U�:T �1+1! Y i�f�liRAh�TY. BEFORE i(dSTA�LFITI�N, GO?�FiRi4�� TH�T Y�;+J t�RE USING Ti�E CORRECT H�F�.�Ji�� if�IS��;ut�: `€�?;',:�; '"�STAI.LATION OF HZ10"r PR�D��`=?°"� �LIzSiDE 4N NZ1C1"'' � i��'r � ION 4aJlLL VOID YOU� W�RiiAN7Y. Tb DETERMiNE WHICH ?�r,(iC31�� C;i�i�: ?x3":'i.s��, T(7 VOU� L�iCATlC�P�, �IISIT 1�tUVW.HARI`rI�ONE.CG'M OR GALL 1-866-942-7343 (�366 9HARDIE) ;�TORAGE & HANDLING: 0 CUTTiNG I�ISTRUCTIONS Store flat and keep dry and oUr000�.S iNDOORS covered prior to installation. Installing 1 Position curiing station so that wind will blow dust away 6om user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in waking area. 2. Position cutting station in well-ventilated area sid ing wet or saturated may result in 2. use one of a,e fa�avhg methods: shrinkage at butt joints. Carry planks a. Best: i. Scae and snap ii. Shears (manuai, elechic a pneumatic) - NEVER use a power saw indoors on etlge. Protect edges and corners b. Better i. Dust reducing circular saw equipped witti a - NEVER use a circular saw blade ihat does not carry me HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade° saw blade and FEPA vacuum exhraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw wilh a HartlieBlade saw blade responsible for (onry use fa bw to moderate cutting) damage caused - Important Note: Fa mauimum proteceon pavest respirable dust production), James Hardie recommends aM�ays usirg "Bes["-IevEl cutting memods where feasible. by improper stofage and NIOSH approved respiratas can be used m conjunction wi� a6ove cutfing practices to furiher reduce dust exposures. Additional exposure infamation is available at www.�ameshardie.com ro he� you determne Ihe mos[ ��xopriate cuttmg method tor your job requie�nents. B corx�zrn still exisis about exposure levels or you handling of the product. do not canpiy witl, the above pract�es you should always consutt a cNalified industrial hygienisi a contxt Jarnes Hazdie fa further information. 50083105 �ENERAL REQUIREMENTS: • HardiePanel� vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulatioNsheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration antl junction flashing in accordance with local building cotle requirements. James Hardie will assume no responsibiliry for water infiltration. James Hartlie does manufacture HartlieWrapT"' Weather Barrier, a non-woven non-perforated housewrapl, which compiies with builtling code requirements. • When installing James Hardie products all clearance detaiis in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished gratle must slope away from the building in accordance with local building codes - rypically a minimum of 6" in the tirst 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie� products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panei edges and no cioser than • Vertical Joints - Install panels in moderate contact (fig.1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus° Finish) (fig. 2) • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 nailing distances. Wa�e�-�es�u�ebam� water-resistivebarrier 2 a smd z x a swd wat bar�n Wa � ba r ner tive Figure 1 _ _ .—�ar�o��i � stud � � � � � ; 114' a water-resistive � Do nd 9 P Do not 114" gap barrier � Caulk Caulk 'i-- sheaching HardieParrel Batten Joint "H" Joint �`Z-flashirg f Z-flashing� O o vertical siding water-resistive barrier dBCOf8hv8 keep nails 2 x 4 stud ~ b2nd board 3/8" min. ~ p�� r lower from panel � � � panel edges plate J Q ° � Figure 4 318• ^, �eave approprlate gap between RCCOrtlrtlenda6on: When � 0 o panels, then raulk' inStalling Sierra 8, ptOVide moderate contad Caulk Joint a dalble Stud al panel kee fasteners 2" (NW appRcable to CdaPlus° Finish) � to �v� � ling P 'Appy pulk in accordance wilh caulk � 9� away from comers manuFacturer's written application insWcfions. ' For addi6onal infama6on on HardieWra "" Weather Barrier, consutt James Hardie at 1-866-4Hardie or www.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie' produds confein resplrable�y�Itine sillra, which is kiawn W tlie State of CaNbmia to cause pncer and is considered by WRC and NIOSH to be a cause d cancer fran sortre occupational sources. Breafhlng �xcessive amouds of respkade sYica dust can also cause a dlsaWfng and potentiaqyfalal lung dis�se caMed silicosis� and has been dnked with dher diseases. Sane studlea suggest smoking may inaease these risks. During inslsAadon or hanWirg: (1) work In outdoor azeas with ample vendlatbn; (2) use fiber cement stiears fw cutlkg or, where not fpsible, use a Hardie6lade'saw blade aM dust-redudrg d�cular saw attact�ed b a FIEPA vacuum; (3) wam a�hers in the immediate area; (4) wear a properlyfilted, NIOSHappruved dust mask a respirata (e.g. N-95) in a�xardancewdh appticable govemment regulatlons and manufaclurer inshucdans W further Iwnit respirable s�ica exposures. During dean-up, use HEPA vacuums or wet deanup mefhods - never dry sweep. For furtl�er infamaGan, refer to our b�stallatlon Instructlons and Materia� Safety Dafa Shee1 a�ra�able al www.jamesharde.can or by calling 1-8049HARDIE (1-80a942•7343�. FAIUNtE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLAI ION MSTRUCTIONS MAY LEAD TO SERIWS PERSONAL INJURY OR DEATH. � HS0919-P1/2 4/09 y >o� $�°� ��1�� Instatl siding and trim products in compliance Maintain a 1"- 2" Maintain a 1"- 2" clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie protlucts antl deckmg surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie° products and paths, material. be installed per the roofing manufacturer's siding antl the adjacent finishetl grade. steps and driveways. Figure 7 instructions. Provide a 1" 2" clearance S �� d between the roofing and the bottom edge siding water of the siding and trim. siding �� FIgUfQ 6 resis[ive 1" - L' �► barrier io ' j � �� Figure 8 FI ure 5 deck material � j� 9 botrom ' � ��\� �. _ 2,. -- -- plate _ - � `z _ joist flashing =�e .::'g`o' t'`;;;a, i'!,� - t,.`w;i;'..�•T -��`-'-' � fi�", ledger y� - :�. ,p. ,�--*_-. , --- � concrele -- \ 6" �plfl. �oundation Aaslang T� Figure 11 , ;', ((�(',KdY�� a Maintain a 1/4" clearance Maintain a minimum 1" gap StepAashing /� �, Because of the volume of water that can pour down between the bottom of James beiween gutter end caps and Smerc�ibrane a sioped roof, one of the most criticai flashing Hardie products and horizontal siding & trim. �� details occurs where a roof intersects a sidewall. flashing. Do not caulk gap. _� '"�� °°: � The roof must be flashed with step flashing. Where Figure 10 § r<� �, �,,:,,.�..., ,._ � the roof terminates, install a kickout to deflect water � � j ��. away from the siding. Figure 9 � ! onpeege .—sidiny � It is best to instali a self-adhering membrane on the Do not 1 t 4 � 9a P i � wall before the subfascia and trim boards are nailed C,eUlk S�d�� j _ ousewrap ; _ in place, and then come back to install the kickout. : �. � ' •� f ' �� fas��a Figure 11, Kickout Flashingz To prevent water from dumping behind the siding and the oasnm9 end of the roof intersection, install a"kickouY' of sufficient length and angle to tlirect the gutter and end cap water running down the roof away from the siding. GENERAL FASTENiNG REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specifietl tlesign wind loads. Electro-galvanizetl are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of qualiry, hot-dipped galvanized Local Building Cotles have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing � Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space) (fig. A) James Hardie� products near the ocean, large bodies of water, or in . Do not over-drive naii heads or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) P{VEUMATfC FASTENING • For wood framing, under driven nails should be hit flush to the ptank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fastenerS, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the Countersunk, � � de th the nail is driven. If settin the nail de th roves difficult, choose a Caulk 8� p 9 P P � add nail setting that under drives the nail. (Drive under driven naiis snug with a do not under oo Nor smooth faced hammer - Dces not apply for installation to steel framing). Figure A Figure B drive naiis STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie� products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimetl Joint Sealant complying with ASTM C834 Caulking/Sealant 100°k acrylic topcoats are recommended. Do not paint when wet. For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications. Back-rolling is recommended if manufacturer's written instructions or ASTM C 1193. the siding is sprayed. * The illustration (figure 11 � was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscrip6on infortna6on, visit www.jlconline.com. RECOGNITION: In axad�ce wilh ICGES Legecy R�oA NER-405, HardiePar�&° vertial sid'x�g is recognized as a suitable attemate lo ihat specified �: ihe BOCA National Buildin� Code11999, the 1997 Standard Buildirg Code, U�e 1997 Unibrm Budding Code, tlie 1998 NNematonal Oire- arw! Two-famiy Dweiirg Code, the 2003 Ir�emational Building Code, and the 20031Memational Residen6al Code for Ona-and Two-Famiry DweIBm�s HardiePanel vertical sidmg is also reoogn¢ed fa applicafion in the idbvaing: Cily of Los Angeles Research Report No. 24862, Sfate oi Fbrida fstinq FLA889, Dade County, Rorida NOA No. 02-0729.02, U.S. Depl of HUD Malerials Release 1263c, Texas DepaM�eM of Insurance Produd Evaluation EC-23, City ot New Yak MEA 22&93-M, and Califania DSA PA-0i$. These documents shouW also be consuNed for additional informatbn conceming Ihe su il ab iNy d th's producl fw specific applications. 0 2009 James Ha�die lotemadonal Finance B.V. A1 rghts reserved. rM, sM , and � denote trademarks or registered trademarks of Additional Instailation Information, � James Hardie Intema6anal Fnar�ce B.V. � is a registered Warranties, and Wamings are available at JamesHardie Vademark of James Hardie IntemaUonai Finance B.V www.jamesha�die.com 1 HS0919-P?J2 4109 M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FI.AGLER SUILDING BUILDING CODE COMPLIANCE OI�'FICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA} James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the appiicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control llivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this prociuct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCLTMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cernsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02104, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 °. F�piration Date: May Ol, 2012 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) l. Drawing prepared by 3ames Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature l. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratones on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on O1/O1/93, with no signature. E STATEMENT (submitted ander NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04116/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsof�t to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04l02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated Apri13, 2007, signed and sealed by Ronald I.Ogawa, P.E. - Carlos M. 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FRAMEQ WA1.�S WfTH VARIOUS Fr1�`i �1V�R� JAMES HARDIE BtJfLi?!NG PF�ODt1CTS, INC. 1 f�801 ELM AVENUE F4NTANA, CA 8�37 TABGE OF CONTENTS PAGE Rsference Reports and Results 1 Tabie 1 a: Transverse Load R$sults 1 Tahle 1 b: Racking Shear Allawable Loads 1 Purpose �f Analysis 2 Table 2: Pressure to be Resisted for Exposure 8 2 Table 3: Pressure to be Resi�#ed for Exposure C 2 Tabte 4: Pressure to be Resisted for Exposure D 2 Clesign Wind Load Procedures � Tabie 6: Maximum Wind Speed {MPM - 3-sec gust) for HardiePan�1 with Various Fa�tener Si�es and Spacings � Limitations of Use 4 As product evaluator, #he undersigned certifies that the listed proclu�ts are in complianee with the requirements of the 2007 Florida Building C�de. PREPAFt�Q EiY� Rt�NALD OGAWA � ASS4CIA�"�S, INC. , � ` � ` i4��i�tt�r�� 5801 WARNER AVENUE, #378 \\l .•`' � (� ''J•., ,�..,..�� HUNTINC3TC3N �E.ACH, CA 9�649 \�.�` ..• �� '• , ,�� 714-292-2802 ` ; � �. r 714-&47-�t595 FAX 1 � .'�. �' = * �� .� Sl`A�� 4 ' � � "� ..�OR��''•'� �'`•.� � •,, � • •' ,,. � � � k'cnald Ogawa and Assoeiates, Inw 5�1 WErnerAvenae, p376 i-iuntington $each, CA 82645 ProjecY RIQ-216fl-Q9 (714) 2�J2 _�6t32 celf (714) 847-4595 (ax . Ja;nes Harrlie Buddin� Fr�i.u;?s, tr�v tt78Qt FJmavenue FnnWna. i,P. �'3?� '-500-9d2-7?Gg EVd11A8NOt1 SU�7�@C2: HarcliePanelQ�J Siding Jamesliard"re Trarle Namrs: HatdiePane� Csmpanai� Rahsence Reparts: t) kitertek -Wgrnxk Hetsey - AuthorrY.at�o� tp Mark HardlePanel Sldirtg 2) knspac6eri ConcaFts Repnrt �-1270-94 (ASTM E330) Transrerse Load Tesk �15' Thick by 48 inoh wWe HOrdiePanel Siding irs�i4ed on ?X4 Ham-Fir w»od studs spaced ai 18 �nchas on certter with a 8d common gaWeri¢ed nal 1) inspection Cw�s:epty Report iG127 i-$d (ASTM E330) Transverse Load Test, 5tt 8" Thick by 48 inch v�nde iiard.eParrel Siding instail9d on ZXa Iiem-Fir woop studs spaced at 24 inchea on cer�r witl� a 6d common galvanized naii 4) Remtech l.abar�aies, tnc, Report iQ86t3-97/t d75 (ASTM E330) Trensverse tcad Teat, 5l18" 1'hfok by A$ inct� wide HerdiePane{ Sid�ng Installed on 2X4 Graup Ili SG=0.3E wood studs spaced at 16 inches on center wi[h a 4d, 0.091 inch shank by O.Y15 inch head diameter by 1.5 inch Ipr� ri� shank rrai! 5j inspection Co�cepts Report IG-1273-84 (ASTM E12) spaced at 18 mches an�eentar v�h a Bd common�gaNen�ad na iding �nsWlled on ?X4 Hem-Frc waod studs \\,`it II' t 11 �� fi ' 8) tnspect�on ConcsDxs Repart IC-127494 (ASTM E72) ,�� ¢.�; . k.. , �� Racklny Shear Test, 5ti6' Thick by d8 inch wlde FlardiePanei Siding installed on ?X4 Hem-Fir wood studs R .,'- j •�� ' •��` �i�, spuced ai 24 inches on center wiEh a 6d corrtmon yaHen"¢ed naii i� �. _,� � 7) Ramtech lalwratories. inc. Report f0866-9711478 {ASTM E72) � JJJ '� -�� RaC}nng Shenr Te�, SrtS' Thfck by 4A ineh wide HeMiePansl 3iding Instel�d an 2Xd Group !N SG=0.36 vrood studs_� � ^ speCed at 16 inche5 on centerwith e 4d. 0.�1 inch Shank by 0.725 irroh head dieme0er 4q 1.5 Inch forrg ri� sh�nk ru� - Reierence; ASCE 7•05 —' � � ' Q � � zoa� F�o�aa a�,�wn,g coae :�'• STAT E =�= 20U8Ir�temetbnal Buitdinp Code� � � ` � � zoos xnen,ffirona� Resa«ma� coa� '�'�,� �"• FL C3r�1C� i'`. •'' '� � HarcfePenel Siding complies witli ASTAA C7186, Standard SAeeifrcada> kx Grads N, 7'ype A Non-asbestos fi6er-Cament Ftat Sheets. ,,'//f/ j��`� ��, S� � 4 � � • Table 1a, Ras#tlts or TrnraVatse I.aad Ta�inp I �� , fa�nerS in. rame ultlmate oadpn Thickness Spacing Perimeter Field Load Lp�d R Number Test em:y pn.� Wictth {in.} Frarr� Type (in.} Su 3u Fase�ner j (pg� pgFJ tC-1270-94 �� 0.3125 48 � � 18 6 B 14y 49.7 Conce Hem�r 6d cpmmon IC-1270-94 �� D.3125 48 �B � t6 4 4 �� 238 7$.7 IC-1271-94 �� 0.31�'i 48 � 24 6 6 �� 94 34_3 IC-127f-94 �� 0.3125 48 � 24 4 4 �� 143 47.7 27C4 wood, Ad, 0.091 in. ahaF�k X Q.225 10868 91/i475 Ramtach U.3925 48 �� 1& 4 8 in. HDX 4.b in. �i � �'� Tabfa ib, Shear Values AiloweblQ t�oeds la Pnunds Per Llnaaf i�oot for Panel Sl�ear W�' a Fasdnrrer in. �ame Design Thickneas 3pecing Perimeter Fieid Ultima� laatl R Number 7estApenoy in. Width in. FrameT (in. S Suppor� FastenerT Load (G1273-9A �� 4.312�i q8 � 1S 6 6 &�i.8 ZU1.3 Conca Nem.Flr 8d cqmmon (C-1273-84 � 0.3125 48 �m� 16 d 4 �� 8.8 232.8 tG1274-84 �� 0.8426 48 ��d 24 B 8 �� 4�.0 789.3 IC-1274-9A 0.3125 48 � Z4 4 4 837.8 2f2b 2x1wdal� wtl D.DB1i�.elp�iltXR.2�'i tE�&97/14'16 0.8t25 AB � _ t8 4 8 fr+ Xt.S. d 566:4 198.6 1. . Iha kmy dlltrsrria� � para " a te 2 flw t�dltitldit�p+MNtDIA fi�Nilb�'�4on �dus7a6�o is�f. Pep81 RcnaV� �agvwa ar,:� �ssot:wYas :r.c . 5�? Wam�r AJenur,. #375 �unbngten �each, CA 926A�, PrCHet� RtQ-3i64-09 i i i 4} :vt-i6Gz r�l! '� i a� � 37.a5g5 f�x Sam�s Hardi� Buifarng Prr,��;.ts, ; � 44901 E1m Avenue r ant��r�a, �=k 9233 t -[30(?-942- %'343 ?ur�se: 7 h�s an�rysis �s tc deterrrine Ytie mewmum �vind speed to be resisted by an assembiy af !-Ia�yiePan�i si�ing ;ast�naci :.� raooa frani�ng wi�t: n:3�is 7'abia 4. Arersures (PSF) � tu Mt�sisted � YaHoua Wlnd SpeWs - Witut Exposurt Cabgory B. 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' '�. .:�z�' �� "�" ,� '�,''-�^�' :� �� . .ri _' , �g d X' ._. , n . . . ,� � `�'" V 5a�� #=P°n�"� • . . . , . -;� ,. . . . . . . .. ..�, c . � . . �SS'�' ' � y , � . 9 . } . , r�� , �ln;• �d.5.94 r . . ; �'� ` BCIS Home Log In User Registration Hot Topics Submit Surcharge Sta[s & Facts Publications FBC Staff BCIS Site Map Links S� , c � � -�� Product Approval Po �� USER: Public User F Product Aoproval Menu > Product or Aopiication Search > Aoolication List > Application Detail �� FL # FL13265 � � * . ' ,�•> • � Application Type New ;� '� � Code Version 2007 � :: � � �a.•.:. �-: �;� �� Application Status Approved '•" 3 Comments . �.. : � i •�' `" "= Archived ("' ,� �. � � ' ��- v � "' � �� `` Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Florida Professional Engineer r Evaluation Re�port - Hardcopy Received Florida Engineer or Architect Name who Ronald I. Ogawa developed the Evaluation Report Florida License PE-24121 }11tn '//wwwflnrir�ahnilrlinvnra/nr/nr ar�n �ltl acnv nici�nin Florida Building Code Online Page 2 of 3 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/01/2011 Validated By ]ohn Southard, P.E. � Validation Checklist - Hardcopy Received Certificate of Independence FLi3265 RO COI RIO - Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/04/2009 Date Validated i l/07/2009 Date Pending FBC Approval il/13/2009 Date Approved 12/09/2009 Summary of Products � FL # Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber-cement so panels Limits of Use Installation Instructions Approved for use irr HVHZ: Yes FL13265 RO II install-hardiesoffit-hzl0.pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other. For use in HVHZ install in accordance with NOA FL13265 RO AE HardieSoffit Florida Anal sy is 11 _6,� 07-0418.04. FL13265 RO AE NOA 07-041804.pdf Created by Independent Third Party: Yes Back Next Department o/ Communfty Alfalrs F/orida Buf/ding Code On!!ne Codes and SUndards 2555 Shumard Oak Boulevard TaNahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 c0 2000-2010 The State of Florida. All rights reserved. Prfvacv Statement � Copvrfaht Statement � Accessibllftv Statement � Plua-in Software � Customer Service Survev I ConWct Us Product Approval Accepts: 1 ,�+„•/i.,,.,,... �,,,-:a.,t...,:ta:,,,. ,.,...i....i.,.- .....,. ,t�� ...,...,�..,.,.,.,...—...r_��rvn....r�,...ni,��,...�cc�nr,r,.�..rn��._,.o� n ic i-►n, n � orida Buildmg Code Online Page 3 of 3 . � eLheck Vs�l3ipn ~ Steured vep�av � httt��//�smnir flnriflnl�i�i��ir�n nrn/rr/r�r ns�r� �*1 nnrv7r�nrnm—... A/CNh/!1 ,� Hardi ffl ° �/ �O �l'� �amesHardie e�� l Panels �� EFFECTIVE APRIL 2009 INSIaf..�..� ( ION RF(1lJIREMEN i S- P(31Mf � COl (.',RPI. I1S PR(,f7UC I;i visit,�,ru�,:,�,�.��; cotE� for the most recent version IMPORTAM: FAILURE TO INSTALL AND FINISH TNlS PRODUCT IN ACCOHDANCE WITN APPLICABLE BUILDING COQES AND JAMES HARDIE WAIT3EN APPLICATION lNSTRUCTIONS MAY LEAD TO PERSONAL lNJURY, AF�EGT SYSTEM PERFdRMAIJGE, VIOLATE L4CAL BUILDiNG CODES, AND VQID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLAl10N, CONFIRM THAT YOU ARE USING THE CQRRECT HARDIEZONE INSTRUCTIONS. INSTALEATION OF HZ10T"" PRODUCTS OUl'SIDE AN HZ10T"' LOCATIOIV WIlLV01D YOUR WARRAN7Y. TO DETERMINf WHiCH HARDIEZONE APPLIES TO YOUR L�CATION VISIT WWW.HARDIEZONE.COM OR CA[l 1-866-942-7343 866 9HARDi STORAGE & HANDLENG: p CUTTING INSTRUCTIONS Store flat and keep dry and oUTDOORS INOOORs covered prior to instal�ation. Installing 1 P°sNon cutting station so lhat wind will blow dust awa9 fran user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in woridng area Z. Position cutting station in well-ventilated area siding wet or saturated may result in 2. Use one of the fdlowing rnettrods: shrinkage at butt joints. Carry planks a. aest: �. Score and sna� ii. Shears (m�ual, elechic or pneircna6c) NEVER use a power saw indoors on edge. Protect edges and corners b. Better i. Dust redudng cirad� saw equipped with a - NEVFR use a circ�ar saw blade that does not carry ihe HardieBlade saw blade trademark from breakage. James Hardie is not Hardie8lade• saw 61ade and FI�Avacuum extraction - NEVER dry sweep— Use wet suppression or HEPAVacuum res onsible for c. Good: i. Dust reducing ciralar saw wilh a HadieBlade saw blade P (ony use fa low to moderate ciAting) damage caused by improper Impatarrt Note: Fa ma�dmum protection Qowest respirable dust production), Jarnes Hardie recommends ahvays using "Best"-level culting methods where feasible. Storage and NIOSH-approved respiratas can he used in conjunction with above cutting pracfices to further reduce dust acpostxes. Pddi�onal exposure intamation is avalab�e at www.jameshardie.com to help you determine the most ap�xopriffie culting method for your jo6 requirements. If corKem slill exists abo�rt exposure levels or you handling of the prodUCt. do not compfy with the above practices, you should always consuR a qual'rfied industrial hygienis[ or cwitad James Hardie for further irrformation. �ce� i u= GENERAL REQUIREMENTS; • HardieSoffit�' panels may be installed over either steel or wood framing complying with the local buiiding code. Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), • All edges must be supported by framing. (figs. 3& 4) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibiliiy for moisture infiltration. • Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.5). • Install kickout flashing at roof-wall junctions. (fig 6.) • DO NOT use stain on James Hardie� products. Figure 1 �� lNSTALLATION: � i • HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. / • Additional framing may be needed to ensure proper fastening. – _ • Soffits can be installed as shown in figure 1 Position the vent holes toward the outside of the eave � for optimal airflow. • 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per venti ro outside of lineal foot. eave • Alternatively vents can be installed into non-vented soffit. sn�m tascia (Wppd) HaroieSo�t � • If necessary, an insect screen can be installed using construction adhesive. suntasaa vented panel �� Note: net free ventilation will be reduced. Fastener Requirements siding �`' • Position fasteners 3/8" from panel edges and no closer than 2" away from corners when using ��— soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methods Figure 4 • Install panels in moderate contact at ends, provide PVC or metal jointers, battens or leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit framing framing less than or equal to �mn�r �m�� 12" Wide Soffit i moderate contact H-jointer �keep fasteners ---- -- y^ away � � . . . from comers 3!8" i�om edge oi softit framing iraming 1' from end of so�t � member member E • 3/8" fmm edge of soffit ° N � leave appropriate gap � batten and caulk 'For additional information on HardieWrapT"' Weather Barrier, consult James Hardie at 1-866-4Hardie w www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° produds confain respirable crystaliine silica, which is knorm to the State of Calrfomia io cause cancer �d is considered by IARC and NIOSH to be a cause of cancer from some ocwpational sources. Br�thing excessive amoimts of respirable silica dust can also puse a disabling and potentialry fatal lung disease called silicosis, and has been inked wifh o�er diseases. Sorrie stu�es suggest smoking may increase these r'sks. During installatron or handling: (1) wak in outdoor areas with ample ventilation; (2) use fiber cemeM shears tor atUng or, where not feasiWe, use a Har�eBlade saw blade and dusl-redudng dradar saw attached to a HEPA vacuum; (3) rvam others in the immediate area; (4) wear a propeAy-fitled, NIOSH-approved dust mask or respiratw (e.g. N-95) in accadance with applicable govemment regulaUo� and manutacNrer insWctions lo turtl�er limit respire6le sBica exposures. During clean�up, use HEPA vacuums a wet cleanup methods - never dry sweep. For furiher information, refer to our installatlon instructions and Material Satety Data Sheet available at www.jameshardie.can or by caNing 1$00-9HARDIE (1-800-942-7343). fAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. somows SF0904-P1l2 4/09 � y�� Maintain a minimum 1" gap between Figure s �, KIGKOUI' FtASHING gutter end caps and siding & tnm {'� ` Because of the volume of water that can pour down a sloped roof, Stepfixshng / ,�, one of the most critical flashing details occurs where a roof Figure 5 ��e�a/, ; intersects a sidewall. The root must be flashed with step flashing � ."i " r: ''•` Where the roof terminates, install a kickout to deflect water away ff-a�,c� from the siding. it is best to install a self-adhering membrane on the ��"°'�� wall before the subfascia and trim boards are nailed in place, and siding �^e then come back to install the Idckout. �.� °°'�� Figure 6, IGdcout Flashing= To prevent water from dumping behind fascia the siding and the end of the roof intersection, install a"kickouY' of «��+�a sufficient length and angle to direct the water running down the roof guUer and end cap away fran the siding. FASTENER REQUIREMENTS • For wood frame constructia� a minimum 4d common nails spaced S" o.c at panel edges and intermediate framing members spaced up to 24" on center are suitable in most (ocations*. • For conver�iona! 20ga steel frame construction a minimum No. 8-18 x 0.323" HD x 1" long ribbed bugle screws spaced 6" o.c. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations". ""Minimum Basic NJind Speed differs by locality. Where spec'rfied levels of wind resistance are required, refer to applicabie Building Code Compliance Reports. GENERAL FASTENING RE(lUlREMENTS • Consult applicable cade compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel p�acement to achieve specified design wintl loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE. Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot-dipped galvanized Locaf Building Codes have specific jurisdiction Consult James Hardie nails. James Har�e is not responsible fa the corrosion resistance of Technical Services if you are unsure af applicable eompliance documentation fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. James Hardie� products near the ocean, large bodies of water, or in very • Fastener heads should fit snug against siding (no air space). (fig. A J humid climates. • Do not over-drive nail heads or drive nails at an angle • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush ta the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remrne and replace nai�. Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum tasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding, A flush mount Snug Flush attachment on the pneumatic tooi is recommended. This will help control the /� /�`� Countersunk, � � depth the nail is driven. if setting the nail depth proves difficult, choose a (« f � Caulk $ setting that under drNes the nail. (Drme under driven naiis snug with a � �� under norwr smooth faced hammer - Does not apply for installation to steel framing). �gure A Figure B dmre nails �T'� CAULKING PAINTING For best results use an Elastomenc Joint Sealant complying with /ISTM DO NOT use stain on James Hardie� products. James Herdie products must be C920 Grade NS, (Xass 25 or higher or a Latex Joint Sealant complying with painted �vithin 180 days for primed product and 90 days for unprimed.100% ASTM C834 Caulldng/Sealant must be applied in accordance with the acrylic topcoats are recommended. Do not paint when wet. For application rates caulking/sealant manufacturer's written instructions or RSTM C1193, refer to paint manufacturers specifications, Back-rolling is recommended if the siding is sprayed. COLOaPLUS� TECHN4LOCY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus•Technology touch-up applicator Touch-up paint should be used sparingly If large areas require touch-up, replace the damaged area with new HartlieSoffitm panel with CdorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possibie, and caulk. Color matchetl caulks are available from your ColorPlus dealer, • Treat all oiher non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus� product dealer. PAINTING JAMES HARDIE� PRODUCTS WITH COLORPLUS� TECHNQLQGY When repainting ColorPlus products, James Har�e recommends the following regarding surface preparation and topcoat application • Ensure the surtace is clean, dry, and free of any dust, dirt, or mildew • Repriming is namally not necessary • 100�o acrylic topcoats are recommentled • DO NOT use stain or oil/alkyd base paints on James Hardie• products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage application methods and application temperature The illustration �igure 6) was reprinted wrth permission of THE JOU(�VAL OF LIGHT CONSTRUCTION. For subscription informafion, visit www.jlconline.com RECOGNITION: In acaorclance with ICC-ES Legacy Repat NER-005, HardieSdGt pand is recogrized as a suitede al lernate tathatspepfied in: the BOCA Nationel BWdng Code11999, the 1997 Stan�rd 9�Iding Code, the 1997 UnHam Buicing Code, Ihe 1998 Inteme6onel Onc end Two-Famiy Dwelling Code, lhe 2003 Internetional Buiding Code, and the 2003 Intematanal Residential Code ta One�d Two-Famdy Dwellings. Hardesoffil penel is elso recognaed for epplicafon in tlre fdlowing: City oi LosAr�Ies Reseach Repo�t No. 24862, Slate o( Raida lis6ng FL�, Dade Courdy, Raide NOA No. 02-0729.02, U.S. oeq. o f FR10 M�eriels Releese 1263e, Tmres DepeAment oi Insvence RaLc1 Evaluation E�23, Qry d Naw Yak MEA 22399(i--M, and Cal'rfaria DSA PA-019. These documents shatd also be consd6edfar addfional infamation conceming tl�e su0a6dity d Ihis product tor speci6c epplicatbns. � 2oos �ames Harae ir�ema�ior�t F�,ance s.v. aii ri9rns re�erved. Please visit www.jameshardie.com � TM, SM, and 9 derqte trademarks or regisiered trademarks of for Additional Product Information and �� James Harde IMernetional Finance B.V. 9s is a registered Availability, Installa6on Information JamesHard�e trademark of James Hardie Intemational Finance B.V Wamings, and Wartanties � SF0904P2/2 4/09 PROJECT RIQ-2167-09 ENGINEERiNG �VALUAT'IUN REPORT FOR ATTACH(NG JAMES HARDIEQ BRAND FiBER-CEMENT SUFFIT PANELS TO WDOD FRAMER EAVES WITH VARI�US FASTENERS JAMES HARDIE BUILDING F�RdDUCTS, INC. 10901 ELM AVENUE ; FO�ITANA, CA 92337 TABLE OF CONTENTS PAG E R�ferenee Reports and Results � Purpose c�f Analysis � Table 2: Pressure to be Resisted for �xposure B 1 1"able 3: Pressure to be Resisted far Exposure C 2 Table 4. Pressure kcr be F�esisted for Exposure G 2 Design Wind Load Procedures �-3 Table 6: Maximum Wind Speed (Mt'H - 3-sec gust) for Var(ous HardieSoffit widths . and 1'ariaus Fastener Sizss 4 ` Limita#ions of Use � . As pruduct evaluator, the undeesigt�ed certifies that the listed products are in compliance with the r�quirements of the 20Q7 Florida Building C+�de. PREPARED BY: R4NALD O�'„�/�t�}VA & ASSOCtATES� 1NC. b801 UVf�it�N�Fi AV�NI�E, �376 HUN7iNGT4N B�ACH, CA 92649 { 714�292-2802 714-847-4595 �AX ,\,,ij ��tiUiM�i��l��ra� t � J � fJ,f/, � ��,�` �, . ` �„ y ^.\ , Y� , b,� _ J„'✓ Fr w � y . Y�"4 t�7 � � r� '�9 �yi � � »M'�� . e(�f rfr '�i��,�� •y' �� ..,.—•�� p~µ � S � •4 i f � ►'t6 �' �SN 11 ffERA7$9 �� Roriald Ugaw� anrl „°nci�le>. Inc. 5�01 VdBrnzr Avrs3iue. Y37� i ��nt:n;;tm i3ea�ii. GA �1Lt:4A Pm;et;t� P,I(1-21i;7-09 r7?4) 2A1.-2nQ7. i:e{! . r 7 ^ a) +s47-05:s5 �:au Jar:in,skiar�;iet+�iilc�in�f'ri,diict,.!r� �4�jist44 .lft!/i1�, "� t0%61 E'1sn f:vanu� � � �l"+ q f! � Fs>ntana, CA 92337 �� '�t'� r r� t-9U(} ��.7343 a`` �i � � r �. Evaluatinn 8ut�}ect: �� ' ' �� ~�' WerdieSofftit�7 Panels ' ..� � S7A1'�� .: James Hersiie Trade Names: �r '•. � NardieSoH�t4�J�'anels '- � ,�/yp�tpy �. ~ ^ ��("e � Vil1V i.�3 f •. Reterence Regsrrts: v�! � A)� S M � s ��Jr, fY b�- 1) I nfertek Te ,ting Serviecs NA, I nc . Mizaissa�{ua, t)ntar�o, Repert 3S)67�3? 3. 4/29/� (AST t�t C1 166) ' t f �� t! � 1; i 1�� Testing NardieS�ffit Panei to ASTM C71 t36 on F�her-f:ement i'lat .3heets 2j Ramtech Laboratories, Inr,. Report 1143fi-9A/16D8 {ASTM E330) T�ansverse Load Tr.st, 1J4" Thir.k py i6 inCh wide HarclieSo�t Yer�ted Paneis inslalted on 2X4 SG=QA �mod sWds epaced af 24 inG�es on r,e.nter wi?h a 1-1/2 inch bng try O.U$3 inch ehank diemeter by 0,187 inch head dfarnater rhig shank riail 3) inspociion Caicepts Report IC-1226-93 {AS7M E330) Transverse Load Test, 114" Thick by 48 iixfr wide HxrOieBaclseP Panats inaialled on 2X4 Mern-Fir wcwcl stads npaced at 16 Ir�ches on center with a Fid cnmrnwi n2ii "HardieBackerpanels and Hard�eSo�it papets are �rJentica! in eomposition, cJimen,ion, and manutac,uring method. 7'herelore, resu7ts farTransverse Lcad tesfs on HartHeBacker apply {o t IaMieSoNit. Retere�rce: ASCF.i 7-OS 2007 fiorida 8uilding GarJe 20�5 Iniertiational Buiiding Cotl� 2t� tniern�tior.al Residential CcKi+� Results: NaMieSc+tfit PanPi compliC.a with ASTk1 Ct tfSfi, Standflrd Spr:cNica:ion torGrade !!, �fyp9 A Rf4�-85CBS.03 flb2� GC»mr73 F$9t Bh�tTfs. tablo 1, Rssults of Transvursa Load 7esting Fastener S aci�i "in.) Frpme Uitimate Desgn T��ickness Spacing Perimeter FIe3d I.oad load Raport Number TBSf Agency (in.) Wdth in.) Frarne Type (tn,) Su�ports 5uppais Fasterr� Typs� (P5f] (P5� 1.8 in. bng X 11438-9911608 Ramtech 025 lo � w � 2A $ g �.�� . ��nk X 249 t33.0 SU=o.aD O 1II7 in. HD, rinp stt�dc nail � inspection Zx4 woad IG•1_26-43 Canca ts 025 48 tiem-f-ir 18 8 r Sd common nail 14J 49.7 Parpose: This analyfiis is to ri�terminr, tha m:ixim�un wincl speeci to be resisteA by an assembly cf HarrliaSoKt paneis ftasicned to wbod frsming with nails. Table 2, Pressures (PSF) to bo Resisted at Variou5lNtnd Speeds - Wind Exposure Cetegory B, Kct=t, I=1.0 Wirni S eed t3-5econd us4j }35 80 1D0 110 12U 13p 1d0 150 170 o3ufC B B B tj F� . .._- B B 8 A�'justrYierri �---- Hei I�t ft) facior, }, f�„� •- 17A 18.5 24 1 29.1 3d.7 44.7 a72 r12 fi9.8 0-75 1 17.4 14.5 2a 1 29.1 34J -7t1.7 472 5q2 69,6 2Q 1 174 18.5 241 28.1 - �� . 3d.7 46.7 A72 54.2 89.6 26 t 17 4 19.5 2Q.1 2a 1 94.7 40.7 d7.2 54.2 69.6 3D 1 1'7.A 19.5 2d.1 ZEl.1 34.7 407 47.2 54 2 E9.8 35 1,0�3 18.3 20.5� 25.3 30.6 36.4 42.7 � .... df3.4 56.9 73.1 �0 t.t39 19.0 21.3 2fi.3 37.7 37.8 MtA 51.4 59.1 75.9 d5 1.1? 19.5 --� 21.9 27 0 3'1.6 38.9 45.6 52 9 ;i0.7 7fS.0 50 1.16 20.2 2P.8 2£s.0 33.8 40.3 d7.2 � 548 82.A L�0.7 55 1.Y9 20.7 T.. 23 2 28.T 34.8 49.3 48.4 58.2 84 � 3'L.8 . 6!� 1.22 212 23.9 29.4 35.5 4?.3 4Q.7 57.6 n^E3.1 $4.9 1W` K.Z= _99 308 :54.5 d2.7 5�.6 9i.q 72.1 B3.6 96.0 123.3 'ror h�ight > BOtt: Kzi=1, Kd=d.85;1=1, GCp=1.8;GCpi=0.18; P=O.U(12�6'Kz'Kxi'Kd'V"7.`I'{GCp�Gr;pi) I'age 1 i?ni��sl7 t3�8r;a c�nd f.ssor.iates, Inr,. 5u01 4Va�rr�r Avenue, #373 ` F�3�ntington Neach, CA 92u4<1 � Rrojc.,i' Rii�-21fi7-09 f (714� ;'92-2602 cell , I t71-0) 8A7-AS95 #3x 1 dan�rs f laidie. 13�i:diag K'rnri:.cts, Inr.. 1')fh)t �Ii71 AVC17::P. � 1-entana. (:A 9L'S'd'i 1-(;4i�534'1.-7343 � Ta41e 3, Presaur¢s (P5F) to ba RasFstutl at Variaus Wind Speeds - Wind Exposuro Catogory C, Kxt=i, 1=1.0 } __ .._..._. .._ .............__....__.._..._..�.--- ------... __...�----__ ...--- _... > Wn1d,� Bd 38F`co�d us{ 85 30 1p0 it� 120 110 140 1,50 170 �� e sura C c r, c c c r, c � Adjustment } He' ht (ft) factor, n, �"�p' �' `� 19.5 2q.1 29.1 34.7 M10.7 d72 54,2 69.6 0•15 1.21 21.1 23.6 2'J2 35.2 42A 48.2 57.1 55.4 84.2 � 2Q 1.29 22.4 2b.2 31.1 37b q9.6 52.5 60.9 &�.9 89.8 �� L5 1.35 23,5 26.3 32.5 39.3 A8.8 54.9 63.7 T3 2 94.G 5fl i.d 24.4 27.3 33J AOJ Ap,ti Sy.O 68.7 75.8 97.4 35 1.d5 2�a.2 28.3 3d.9 422 50.3 fr9.0 5H.4 78.8 tUD_t7 d0 1.49 2'3.9 29.1 35.9 43.4 51.7 6Q.8 70.3 $V.$ 1Q9.7 4S 1.&3 25.6 28.$ 3&9 44.5 53.1 82.3 72.2 $2.8 11�,5 w '� 50 1.56 27.1 3p.4 37.8 q5.4 54.7 63.5 73.8 $d.6 108.6 55 t.6fl E7.7 31.0 39.3 48.1 6�4,2 &t.7 75.0 88.x 11tl.7 1.82 Z$.2 31.6 .0 4T. 76. .8 7� t04' Kz= i. 38.2 M.0 54.3 66.7 7�.2 91.T 408.4 122.1 1.9 "For tieight > 60it: Kz[=1. Kd=0.$5: 1=1; GCpx1.8.GCph p=0.00258"Kz'Kzt'Ktl V"2"i'(GCpt6Cpi) 7abte d, Pressures {PSF) to he Resiszed ak Yerlaua Win� Speeds - Wind facposura Gategory p, iCzt=1, 1=1.0 1Mnd Spe�l 3-secatd stst H5 9tl if#f 11Q 12D i30 140 150 170 �xpbswa D 0 D D D D � D Mljustrnent _ � hle�gt+t R) fr�cior. � �'^� " 1? d 19.5 2d.1 29.1 's4 7 -00.7 472 5d.2 6�J.s 0-1Ci 1.47 25.6 28.7 35.4 A$.8 51.0 59.8 64J.q 79.7 102,3 2Q 1.G5 27.0 3p,2 3.4 A.1 53,6 G3.1 `7"�.2 84.0 yO7,8 2:S 1.61 , fl 31.4 .9 55.9 65:5 78:Q 97.� 11�.? 34 1.68 32.A .0 d$.3 67.8 6T6 7$.4 9d:0 9f5.5 35 1.7 29.8 33,2 41.0 b.� b�J.O 84�.2 80.2 92,t 11�.3 � d4 � � 1.7+1 3Q3 33.J 41.9 50.6 6IY.4 7�.8 �2.9 94.3 121.1 4S �� 1.78 > 8.0 34.7 429 51.R 6t,8 72.A 8�.11 .G 123.9 50 F.B1 81.5 35.3 43.d $2.7 $�.8 73.7 $5.4 .1 12N.0 5& 1.Ct4 �,0 35 9 44.� 53.b 83.� �A.9 88.8- ,� . 1�8.1 �. 45.1 ,�'i¢,4 B�t.S IFS. 1 1 Kt= ._ 6.8 .8 68.7 I04.1 120. ° t. 17 .1 '�or hefght > fiOR: #Czlg1; Kd=fl.85:1�1; OCpm1.L1;CyCpi=tl.t9: p+t0.002513"KY`KzYKd*1N'2•1"{GCptGCR) 7sGlea 2 through 4�re based on A4CE 7-W3 and cornistent w+th the 200T FlorWa BWtdtng Cuda besign Wind loaNs: Equu#ian t, V q , velncity pressi�rQ nt he(ght z K� , veiocjty pruas��rs exposura cc�eti�cient ev�l�atal at heigt�t z Kri , tnpogrtiphic f�fctar K� , svind dh0cfbnality f�ctor V , bastc wMd apeed (MpN) i ,impurinncefnctor ;+'�`�1111f{lltiiltl/�/lf�1� �r...- Equatinn 2, �� • � �,r4. > P=�1:`(GC�tGC�,) ��'�� s Y GC� , proc7ucl of e�ttemal pros»urm ccefFic�ent arxl pust-er(fect Tar.tor �� Gt;�, , product of iniamai presauro ooefficient and {�us6efFect hacter ;, p, dasign preasure {s�SK) For cladding " � SubsOtuta q, in!o rqua?ion 2, p�=0.Q0?55"K ;; � '� ,�,� �`: w Soivtng for V, ^�, •, � .� V={pi(U.0025GK �,s •..s.„r'� � t � +> ��jt'�f�1»�e�r�it0"+�• � t� Page 2 Rcnaid Qgawa and nssociate3, Inc. g�,�� ,nrarnerAvarue,#3i6 I�iantirqton 13each, CA 02F,49 Prcjecl: PoO-219'P OJ (714) 292-7.602 ceii , t71a)8R7-45fi5fax Jame5 Hardi� OuiWinq pruducts, Inr,. 10901 E�m Avenue Fontana, Ct\ 92337 1 800-�2-7343 TAbie S Coeffictents and Constants used in Oeterminin V, Basia Wfnd Speed MPH 3-second ust _.__ KE Heiphi qt) Ekp Q Exp C F.,xp D K fC� 1 GC, GC 0-15 0.7 �.85 1.D3 h<_fr0 1 0.f35 1 1.4 0.18 � 20 6.7 0.9 1.08 1 O.RS 1 1.4 D.18 Zu 0.7 0.9h 1.12 Y 0.65� 1 1.4 O.tB 3{J 4,7 0.98 1.t6 1 0,85 1 _ 1.4 OJ8 35 0.73 '1.01 1J9 1 0.85 1 1.4 OJfl 4t3 0.78 �.04 122 t 0.85 1 1.4 O.tA d5 0.785 1.085 1.245 _ 1 0.85 1 7.4 O,tB 50 0.6t 1.tN3 1.27 i 0_II5 --- 1 1.4 A1c3 55 O.B3 1.11 1.2A 1 0.$5 v i 1.4 0.76 Bp 0.85 � t.13 1.31 1 O IIS 1 1$ 0.18 100 �.99 1.20 t.d3 �>60 1 0.85 1 1.6 O.td �'\`��Nl}11 i � 11 N1)�� fij, � �`�`�� . O� �,�`�/ . '".;, ' : ''� �� '� = �4.�� _'��,�'c+�r,..� �,��° ,��,� . ;.._� • �� . n �'��F� • +��.. � '� , �+�tdbh)1 i k 4P.C�� Page 3 ■ _ _.�.______. . _. _._ .____._.,_ _._ ___ _ Rcr,�id r�gawa and 1sso:•iaf�s, h�.:. 5501 Vv'7rne' A�.re ;ue, k', Fiunin•y.ori Beach. CA 92S4S � I 4) Y. G(. IZ I()"'!. � i'iJ - �� (714>2g2-LeOZ ca� , ('it4)Br7-4555f2x Jei ies Hardie �i.i�di^q Pi�,ducls. In�_ i69.1 Elm Avrnu= tGnt'cne, CA 9?.33Y i-ac;o-snz-ra�� Table B, Maximum Wind Speed (MPH 3-second gust) Nardie5ofiit Panels, ASCE 7-US MEthod 2 gy��r yUind Sp�ed mph Coefflcients used in �xu,d Cakuiatiorfs f table G (3-soc�t5d �7ust) _ _ ! �d / ,C� � Praluct y��idth Fastenar Fast�rmr Fr�mo Stud Buildirig Dusk,�n Praducl 7hicknQes � nci Typs 8pacing Hoight B C C1 Loa1 K., K 1 GC, GC ind�+�s) {inehos) Typo F n9 jr�ches) 11�SF)_ " 9 e�C EtiP� n ¢15 1H$ 189 153 83.� OT �.85 t03 M�J 1 Q85 1 1.4 OJ8 .�. ZO 186 16^i 150 03A 0.T Q.9 1.09 ? 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X - � �� .�p "� �' V +a a,�� x�r ��=^ ' § M�t , t� < fk3 '��{:Q.,�;. , x 3 , e�x � � �� ' ,l � f . et��.� � �: ..� y £ � e wTR �s �£ a ,- .F }�.<%� �� "i'.! '�.� ` u ��'�` s�� o�.�.:, a3 ' .. . . a � S �Yr„ ., � '�%'�^�. .. S .. , . � . `"�<. ,a . f .�w � . .» "= . , .. . . . "`�s. . . � BCIS Home Log In User Registretion Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � Product Approval £ ' "��,,; � USER: Public User f `" 3� i•� ' .a product Approval Menu > Produd or Application Search > Application List > Application Detail °�� _.. FL # FL11100 Application Type New , Code Version 20p7 Application Status Approved ° Comments �. Archived Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 (813)248-3456 flvalidation@yahoo.com Authorized Signature Scott Brown flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11100_RO_COI_Letter of Certification.pdf Referenced Standard and Year (of Standard) Standard Year - Florida Building Code 2007 nttp://www.floridabuildin�.or�/nr/nr ann dtl .asnx?naram=wC'iF,VXnwtl�atta(`TcTn'�C'Tv„ir,C1�1V19kVY51� ai�4i�nnq Florida Building Code Online Page 2 of � TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/17/2008 Date Validated 07/20/2008 Date Pending FBC Approval 07/24/2008 Date Approved 09/15/2008 _____ _._ �� ___ _ ______----. _ _ _ _. — -�_..._.._______� -- � ---__� �..__.___._. ._. ;Summary of Products ; FL # Model, Number or Name Description s 11100.1 1- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide Baffle for Shingles" Off Ridge Vent Attached to Wood Deck ; Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL11100_RO_II Standard Off Ridge Vent Details FL ' Approved for use outside HVHZ: Yes 5219.1 � � Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 3 Design Pressure: +N/A/-N/A Created by Independent Third Party: Yes ; Other: This product shall not be installed on roof slopes Evaluation Reports " less than 4:12. This product shall not be installed on roof FL11100 RO AE 11100.1 Eval pdf j mean heights greater than 33 feet. Refer to applicable Created by Independent Third Party: Yes ; building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. j Refer to Evaluation Report. 1 � 11100.2 2- "Flat Top Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide : ; Baffle for Tile" Off Ridge Vent Attached to Wood Deck 3 Limits of Use Installation Instructions ' Approved for use in HVH2: No FL11100_RO_II_Flat Top off Ridge Details pdf � Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product shall not be installed on roof slopes FL11100_RO AE_11100.2 Eval.pdf less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable building code for required ventilation. This product is not � approved for use in the High Velocity Hurricane Zone. � Refer to Evaluation Report. ; { 11100.3 3- "Round Top Off Ridge Vent Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide ' j with Baffle for Tile" Off Ridge Vent Attached to Wood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11100 RO II Round Top off Ridge Detaiis pdf ; � Approved for use outside HVH2: Yes Verifled By: Terrence E. Wolfe, P.E. 44923 I Impact Resistant: N/A Created by Independent Third Party: Yes � I Design Pressure: N/A Evaluation Reports ; � Other: This product shall not be insta�led on roof slopes FL11100 RO AE 11100.3 Eval.pdf � less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not approved for use in the High Velocity Hurricane Zone. i Refer to Evaluation Re rt. j 11100.4 4- "Standard Off Ridge Vent with Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide � Permanent Baffle for Shingles" Off Ridge Vent Attached to Wood Deck � http://www.floridabuildin�.or�/nr/nr ann dtl_acnx?naram=w(` TFVxn.�,rrn�ffa� .�i„ZC~.�n,;,,rl.ivt4UVV�U� , ni�oi�nn� Florida Building Code Online Page 3 of 3 ? Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL11100 RO II Standard Off Ridae Vent Detaiis.pdf � � Approved for use outside HVHZ: Yes Veri�ed By: Terrence E. Wolfe, P.E. 44923 '; i Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product shall not be installed on roof slopes FL11100 RO AE 11.100.4 Eyai.pdf less than 4:12. This product shall not be installed on roof Created by Independent Third Party: Yes mean heights greater than 33 feet. Refer to applicable ; building code for required ventilation. This product is not j approved for use in the High Velocity Hurricane Zone. ; ' Refer to Evaluation Report. Back Next DCA Administration Department o/ Community Af/airs F/o�lda Bui/ding Code On/fne Codes and Sbndards 2555 Shumard Oak Boulevard Ta!lahassee, florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: � �� vr�sa � �O Satur�d VEIIIFY� � � �., ittp://www.floridabuildinr�.or�/nr/nr ann dtl.asnx?naram=wC'TF.VXnwtT)nttar'.�r„�r Q1rVVGL. n i��i�nn� Th ompson Archl t e c t ural 111e tals Comparly Product Evaluation Report for Standard Off Ridge Vent with Baffle for Shingles Florida Product Approval # 11100.1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: 9B-72.070(1)(d) NON HVHZ Enqineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 `' '�� 1{II �fIt�� I ♦�� N C E� �• �y �i :,�,��. � C E IY s F�'�` �'� J y �G.. 't� �.� /'`'�' � No. M9,� j -; � ' ��t' `�..._��.�%,��{�,�•�.., *�`'.._` `'�"�(: , - � '° ' STATE dr : � � f r �'. c� � '-, AZ p Rx � A �+``•�' �i + � . 'ti �� ',,, �� O i � � s�� 1 of3 July 16, 2008 • Product Manufacturer: Thompson Architectural Metals Company 5015 E Hillsborough Ave. Tampa, FL 33610 813-248-3456 Product Description: Standard off Ridge Vent with Baffile for Shingles. Vent Dimensions: 4'/4" Tall x 24" Wde x 4', 6', 8' or 10' Long Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1523.6.5.2.13 Documentation Supporting the Compliance Statement: The product has been tested by PRI Asphalt Technologies Project # LVTI-006-02-01 in accordance with: • TAS 100(A)-95 Test Procedure for Wind and Wind Driven Rain Resistance and/or Increased Wind Speed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Limitations and Conditions of use for NON HVHZ: Material Standards: 26 Ga. with a minimum yield strength 50 ksi. Material shall comply with FBC, Section 1507.4.3 Minimum Roof Slope: Minimum Roof Slope 4:12 Roof Mean Height: Maximum roof inean height this product shall be installed is 33 feet. Substrate Description: Minimum 15/32" plywood. Must be designed in accordance w! FBC Chapter 23. Vent to Wood Deck Fasteners: 11 Ga. min 1-1/4" Corrosion Resistant, Annular Ring Shank Roofing Nails @ 6" O.C. Max Vent Installation: ,,'�� 1 t f 1 11 f I l��I ,��`� E N• E ' � �p ��i :� �+��' � C E IV S �, � '� � fi � �^ . ,�. • F► y ...-��, / : � . No. 449� � ' : � �-- � ^ *c � �,*,�._..� x .� . ,,��,� �...�,�...., . _ �, � • sr�►Te o� : a : �'', '�� AL pR11� •'��:. �� E`s , . .�,�� ,,,, �� O M � � ��,,, 2 of3 July 16, 2008 Loosen shingle tabs adjacent to vent opening and remove any nails that might interfere with installation Apply Tamko Roofing Products ASTM D 4586, Type I, Heavy Bodied Flashing Cement, or equal to the underside of the vent flange. Install vent flange beneath loosened shingles and align with deck opening. Attach flange to deck with nails through-fastened 1-1/2" from each end and 6" O.C. thereafter, and 1" from the outer flange edge. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. After adhering loosened shingles, install 26 gauge spoiler on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Fasten the baffle to the vent with (2) #10 self- drilling screws (Corrosion Resistant) in factory formed holes on both sides of vent. Install the vent system according to the manufacturer's installation instruction. Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 ,, �� i �� '� f� N•� E ' �• �' ��i D �,�,�� , C � N � � `�,,� � • � ,• i� ;i� . � . NO. 41A� � � % �, .. , � r .� *.�-.._ .. '-' �y�� .... �,� � � :� ;,,�, +�',f�,.�..._ . � �a• sr��or : . P'. t . '�, a .� . A Z p R I� Y' �+``•"'� sr.arr�.as �i {",r • . 'S� �� i� ,�� k � � r ti�� 3 of3 July 16, 2008 " , Thom son Architectural (813) 248-3456 ,,�� p (800) 248-3456 � � Metals Fax (813) 247-4616 �� www gometalroofing.co»a OFF RIDGE R40F VENT INSTALLATIOI�I � � STANDARD OFF RIDGE VENT PREPARATION sa - - - - � sa Minimum 4l12 pitch required. � , �> ��.�5• Cut out the off ridge opening in the roof sheathing as shown in Figure A. Size the opening in accordance with the correct cutting data models and locate the opening 6" minimum off the peak of a� -p� ,-- TILE OFF RIDGE VENT the roof as shown in Figure B. For single vent ''� applications, install vent as close to the center of �-�{ ; �5�5•----�,�.� the roof length as possible. Install multiple vents in evenly spaced areas of the entire roof length. SraNDARO oFF RIO�E vENr Do nat cut into trusses or rafters when cutting �= �� , � -�=_' - s,.° ,�a:: �„ '--�_'=„�� . ' ` hole in the roof. �.s�' �� ,� "�� ta"� w��: . - -_ , ��;,.. .>'�ti°_� s�� , s� iN- 4' 46.25 138 5.5" 46" x 3" 6' 70.25 210 5.5" 70" x 3" FITTING g' g4.25 282 5.5" 94" x 3" Remove interfering shingle nails around the io� iis.25 ssa s.s• iis�� X a° perimeter of the opening. Stide top ancf side flanges of the vent up and under shingles. Allow the bottom TILE OFF RIDGE VENT vent flanges to lay on top of `' � `` ` =�, _ _ _ _-- ' - shingles. _ _ ," �; :, _ .,�: : a .: - �=- a -:.. T � . , :.. ., �,�,i ' Y�� ,� __��.._ . - - ;=s-`�!��° - - };- _ :�.3,� `.�` �s r °'� :��z�:' _.. 4' 46.25 138 8.5" 46" x 3" MOUNTING s� �o.2s Z�o s.s° �o° X s° Care should be taken in keeping the�vent properly $' 94.25 zs2 s.s° sa° x 3�� atigned. Nail in place using 1-1/4" coating roofing �o 118.25 354 s.s° �ia°xs° nails spaced approximately 6" - 12";on center and 1-1/2" from each end. Roofing cement should be c��-o�,� applied to atl shingle edges and nail heads to � s 'Mfnimum prevent water leakage. In severe weather coastal �jy P � k ° oof '��f construction zones, caulking around entire Outltne ot Vern // perimeter, under vent flanges and near outer edges ��ee �� t��d. � �� . � t� // FIG. B , � � .. .. O , , ��Q` •' �GENS�'• f '. i � ' �• � � ' � ' N� +V FIG. C �*: TAMC(T• s eLs R�orida Building Code Table 1507.5.3/7508.4.3 • � Y� � � Back Slope ot Root • • ♦ % • OMPSON �Ci URAI, METALS • 5�15 E. Hillsborough Avenue • Tampa, FL 33610 •(813) 24&3456 • Fax (813) 247-4616 ♦ . �i ••..��• � �.e. o� �ia�:;� C,o,a ' ��1/1l11��` ' '�� JU! 1 � ?.dOR � Installation Method Thompson Architectural Metals Company "Standard 4ff Ridge Vent with Baffle" Attached to Wood Deck venc Throat ,�� ,�� °'� �� .�_ � Vent Base Baffl Norrtinel4', 6', �', or 10' Length 5' NOTE: Instailation of baf�e required to meef TAS-100(A�-95 test c�nditions. Roofer shall oomplete insfallation of vent after shirx,�es �re layed do�nm to edge of the vent base. The baifle rests t�on the top surface of shingles and is fit�ed aro�d the ve�t throat to al�w for an approximatdy 2-1/2" dear opening. Installation is complete upon the baf�le i�ng attad�ed with TWO #10 x min. penetration 3!4" self-�illing screws through eech flange into the sides ot the ver� housing. 1'VIK3 #10 x rr�n. 3/4" self-drilling 6 screws on each side of the 2-1/2" �'� c�� o�,;►,� — �. � 12" p �61{t6ltl/�� , .�` NC E E. '�. �� (� � . . . . . . � ��i :�Q�•'�\GEIVS�� p�T: :�..� �• � �.�: Nomirral 4' 6', 6', or 1 D` Length � : td o. 4 4 9 2 3 : : . � ,* - . . 24" , � 5T ; � tV • �✓ ` . � . . . . :,,�� S p R `O . G�� Standard Off R.idge Vent with Baffle s� o�%S;�NA��;;+` �►�. F �� Installation Method (Continued) Thompson Architectural- Metals Company "Standard Off Ridge Vent with Baffle" Attached to Wood Deck Standard Off Rid e Vent with Baffle Slze Length Height 4' 46.25 8.5" 6' 70.25 8.5" 8' 94.25 8.5" 10' 118.25 8.5" Ridge Typical 6" O.C. MAX , 15" g�� 6 �� 6 �� 6 �� 6 �� 6�� 1.5,� , T 1 N --,-- 1 � O Standard Off Ridge Vent with Ba�le O � O � 0 0 0 0 0 0 0 0 ��gi4t9118 ,��s° GE �, �� ' Q- . � °' " • • . � °+, Nails: 11 Ga, min. 1-1/4" Corrosion Resistant, l,U�•` \� �� S' �'. �,�� Annular Ring Shank Roofing Nails .f... ` �' Spacing: 6" O.C. MAX and 1" From Outer Edge Flange . � := N n. 4 4 ' Locate 1 112" From Each F�d . . � ' * C • - M � ''�• Oi� • i � � � • • . � � � ��n'�e ,� �. Q.,• lV� � o.� Deck: Minimum 15/32" Wood ♦.� •.�� . G �'%�S�4NAL�c;e•'� Plan View �JUI ��"�'��Q6 Fi�rida Buildmg Code Online Page 1 of 2 � � , � � � s�� '� s �. �'� ��,,,.� �`�. �� , ��z �� `� ' � ; ,a � � �- � � � � � � �=� — -__ ` � . � = �� ` _ �- � � � �_. �� p4-� u� �r"�'. ,��-� - � -✓ _` � _� _ - --_ �r�3 d '¢ �,� : ��- �< -�-�i � � : 'z: _ _ - :.� � �,� �� _ _ ��` � F �'' ' - - ,� -� � °. - - - -- -` ' - =- � . _ `;�.�.-�� -.;ff-�' `_ ` — - - .- - ; BCIS Home Log In User Registration Hot Topics Submi[ Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ; f �, k � - �`� - '��Product Approval � � �`� 4 �., � � USER: Public User �_4 �-- � -.yn '` ,R� =�. _ �_- ` i� Product Approvai hienu > Product or Apphca[iun Search > Application List > Application Detail : , ��:,�-��e��a�;�==� = �, : -�� ., . . FL # FL5444-R2 �� `'� � -�� A lication T e _ �. � ��„��., PP YP Revision - - e � . '�,'° e e �, -� - ,, r_ -'s..?' 2��7 , �,,,� z ,.. � =� Code Version ��: � � � x .� Application Status Approved � ��'�� 4 � x� .� Comments � -' �� _:. � - R � _ � ��, ,� � ° �� Archived Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain com Authorized Signature Richard Snyder richard.a. snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fiorida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/O1/2010 Validated By John W. Knezevich, PE • Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinitv ERD Certificaiton of Indeoendence pdf Referenced Standard and Year (of Standard) Standard year ASTM D3161, Class F 2003 u.,.. i�--------- n __: a_L--.»'--- ---' --'- - ,., „ ,.,�,� ,�.,-. ..� . , . ..,...-.,. ... .,.,.,.. ,.. , _ _ ,_ ._ _ _ _ Flonda Building Code Online Page 2 of 2 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 - _— - -___.. ___ ____� _..� ---- ------- - - - - - - -_ _ _-- - - -- -- --. _ _ . - iSummary of Products ; FL # Model, Number or Name Description ' ' S444.1 CertainTeed Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof � Shingles shingles 's Limits of Use Installation Instructions i Approved for use in HVHZ: No FL5444 R2 II er072709FINAL Aspnait Approved for use outside NVHZ: Yes Shing_I_e FL54_4_4-R2 pdf ; Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 � ; Design Pressure: N/A Created by Independent Third Party: Yes ' Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R2_AE er0727_09FINAL Asphalt Shin le FL5444-R2. df Created by Independent Third Party. Yes sa�s� r�e�t DCA Adminishation Department of Community Affairs Florida Bul/ding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2500 (850) 487-1824, Fax (850) 414-8436 �O 2000-2005 The State of Fiorida. All rights reserved. Coovriaht and Disclaimer Product ApprovalAccepts: � � �� W r1�!!ia �Ir4MfMd .�� vert�rr• 44....//"^'.."11�._:.�_L"'1�L'_. '_—I____�_ _ _ t.t n .-..-.t.�.�. r . . �.��...� _ '__ _' _.' EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 �fs � �. �, .- ,� 353 CHRISTIAN STREET, UNIT #13 �� -' �- OXFORD, CT 06478 PHONE: (203) 262-9245 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-R2 1400 Union Meeting Road FL5444-R2 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCRIPTION CertainTeed Asphalt Roofing Shingles. LABELING Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT The Evaluation Report number preceded by the words'�Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by � �{�I4�tI�� — `,��.�5 �. a3. ' Ir��., , ` e�: * �cr 4 �, c. _ � . �o. s" ss -�' :.: :� = ' t C; The faaimile seal appearing was authorized %�: -5'�,;P'OF :'�,�, by Robert Nieminen, P.E. on 07/27/2009 ' 0'•„e '!:?'r" This does not serve as an electronicall si ned ' 'S'.:� 1Q.rr. c Y 9 Robert ] .M . Nieminen P.E. �;fiS''•� •:��•� =� �• document. Signed, sealed hardcopies have been F/orida Registration No. 59166, Florida DCA ANE1983 ��'J' %%U ��`,�`''�, transmitted to the Product Approval Administretor and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned, opereted or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluatlon reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the produd. _ ; �j , _ - ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: S ion Propertv Standard Year 1507.2.5 Physical Properties ASTM D346Z 2004 1507.2.5, 1507 2.10 Wind Resistance ASTM D3161, Ciass F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2O05 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O05 3. REFERENCES: Entitv Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CAl2702 05/27/2003 UL(TST 1740) ASTM D3161 03CAl2702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST1740) ASTM D3161 05NK22800 06/22/2005 UL(TST1740) ASTM D3462 R684 09/21/Z005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/ticabe ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 10 _- � i�� '_�___-_§ �� .T 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon ShangleOO, CT20T"', PatriotT`", XTT"' 25 and XTT"' 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House Shangle0, Centennial Slate'"', Grand Manor Shangle0, LandmarkT'" (formerly Lankmark 30), LandmarkT"' Plus (formerly Landmark 40), LandmarkT"' Premium (formerly LandmarkT"' S0), LandmarkTM TL (formerly Landmark'"' TL Ultimate) and Landmark'"' Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake"" and Presidential Shake TL (formerly Presidential Shake TL Ultimate"") are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras'"' is a fiberglass reinforced, 4-tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buildings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 96-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certiffcate of Autl�o�Izatlon #9503 FL5444-R2 Revislon 2: 07/27/2009 Page 3 of 10 ��t � � y # - _ . ' � / � -�-� c ' - ` __ 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2.7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:12. 6.3.1 Classic Horizon Shangle0, CT20T"', PatriotT"', XT 25, and XTT"' 30: Lt?W AND STANQ�RD 51f3PE SiEEP SE4PE ENGLISH ' " h:x• ft)ur ilsi�s .md sii s�3uLi ul a��hslt rouliuK i rinr3et !•er ��i�rt lulf �+ �_ — ,f � ; �� - :j.• � �} ; '" tiltin,lt�!F'i,�ure�U-i) �.tiFFhaltr��ufiii�;�t�+�ic•�7tic��ii�r, iSf\14)i;'�; `j FLpe Il is s�t��rslc�l. i " __ 'ri'„ ; :�;r,; . i _ � ;- 1 � ----- — -- ` �.,. ., .. , f ; a . ,, � __,_ ___ — _ _..__ . � METRK �- , ..�..- � , �,. !�- - � ; !'i —t+�- _ V" , , Roofing Cgment i , . � - .�t ar .,. .. �,. _ r �„ �` r C't ` . "L � --- ��— --- • .. r � P's�rt,�r: !1•�i• t,.u> four t:n.+�e r��rf sez s�;ts of��ipfx+(t c�r�nr<�,t ��3: s�e•� p �S,/�,•, - �i:.11 TiON: F.ccess'ts�� use c,f roo5na ix nt��t c�n r.ui�� shia�its to bilstcr. • ttgtirF� 11-_;: l;u� fn�tr n2f�r fir f�av�n'fi�il.cLingJr> 6.3.1.1 Hip & Ridge: Cut Shingles '"-+- -•- -«-� i�s (5tii��u,i ,�„� i , f ,.��;r:cue-�.. ` r �'; i�+ ;; ;�_y„_� _!2"i _� �F��'�ti u' � �; � � �125 in�n) I'` . ` {� ��Jc:� c ,at��, � � •; �. � �` — — ,— — — — � — — — ��c — :�,�'=° "� i `— as ~ ��' �.. ' Sh�>>y(e 5'liqiie tihili_31l? � �c��Ty� \ � �,�. �d��.1 Ffg�arr� I I-2-i: �a4t tnlz<, tC�:n ir1»c hcuat fo i�fakc r�rji .�l�f�rbdF,s \ �l� A �' �W� C1�r��' �` {�'n�l1sG tlrna�auJ�iru ,.lx>um) \�� ' � F'/�atm I1-'l$: lnSk�!latlnn of t,a/JS �ng t(A f71/3,s erntl rtt��. Note: For ASTM D3161 - Class F, use BASF Sonotastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CertiAcate ofAuthoMzatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 4 of SO � � S�_ �, 3 _ , ;�� '�' :I� �T€ i�_.� 6.3.2 Carriage House Shangle0, Centennial SlateT"' and Grand Manor ShangleOO : tOYU AMU SIEfP SIOP� ST�tNUARD StOPE I a<� cese�t n;til� :uid ihs��r .pols ��t ;�,pit:ili r��Gr�;; ��t•mc�tt t�u t��fari [«� tivc nails k>r c�cr� Etall tilra��[�• iuU �,raiacl di:uii,r 56xn�is. t sc� tire i3ailti anct ihre�� y�ioic „i :i�jal�<�li ru�ihu�; ci�mem Inr rre�z ttEll t:3rriage lluu.c �li:ut�,lc und G��nicnnicul � �- ti1:Nc� 1�i�rl� ;�.�phall r�iofing ccutcn� i" (�i n�m ) la�nn� cJg� �>f shingl�� ''l"�/ } -,." J r �%/, �f ,: tl'i�urr /'-S) �.Nl�alt ruati�� cement n�i€yin„i,til:ti Da��;n i�pc>. I1 r'' =f: .��,� �I.' .' �// . +' ic,11�,t�.letl- t � {+- ;�� mr,, i': �. � �'.i i25 :r, �: � .�- � � - `'� ;�' ,, w. _} � �� '%; � ; ,;; r - �.: ` �� .. , ;�'� 1 �i� � i ✓. � ?�,;�� f.,.; !t �� y � y� �� .� ---f L' -._ ,.,.. ,� i: .�:,, .1.:�.� , • ' - ,� i� �� !� � e,� t � � � :"3 � { (7,tt(r€� !'-1 1 �P_/irt� iiri!1.� /'jr �� e17'./tt11 t;rp�7t� 4lzrr�r�r �€��rn�i�� / � -� � y t.:��r-if��;� Nnc�.se .�Ex�n.�/r r,r i,'e«tenrri:il.il�rte , �,.` � i � � G � / � . ;� ,1 .� � �� r -�-�- ---'- _.�. � , . � �_ -� -�- --Reofing Cement - - - ft;rrrr /?-i {ilAert t,�rstvllilr; �:rau:1 Nelnr:r �G�ai? ��s �ur .dre(� sl��Jrs. �r.?t� +rtep utttic ruxl !l�ree s(ai�s r,f i�.�p(r��ff r�» � jing t�»i��n! 6.3.2.1 Hip & Ridge: ShangleOO Ridge � t 8" Remove ta e -+ �r— - Exposure � � trom the right s�da 1 � � 8r � SEGQND Faster�the�' ! ,� Ieft side ,�/ RI6HT as��=a FIRST SS/�'' ! rn�5 r� ` LEFT Fiqtrre !7-!>: /nstallat�oi: ofSlxan�le� Rf�lge shDr�les f'i�ttre 1' Sb�r�t�fe" h'itl,�e o�r f�fps �rnrl ri�lges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Cert/flcate ofAuthorizadon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 � v.� ��_. , 6.3 3 Landmark (formerly Lankmark 30), LandmarkT'" Plus (formerly Landmark 40), LandmarkT'" Premium (formerly Landmark 50), LandmarkT"' TL (formerly Landmark'"' TL Ultimate) and Landmark Solaris: LONJ AND STANpAR� SIOFE METRK DIMENSfONS i2 i�i'?: t? �--(3G5 trritt}- •-' (,75 i�. r,) (:sila � nt1 f - �t,*. ' -°. - i , ' ' � ' � - �� i'"�;f ! 2�,� ,, I:3��; { �3 ._? � , . � .�_ __ �_�:_" _ __.._._'_ : 1'r` __- - --'. t! ; I<�hie � � Arr. i f � /i/ �i , � : . _ _ _ � - ��T_ l�: f �a�fln�a�� r� fN6lISN DIM#N5tON5 I3�;z a"s f.�`,� �.. {3<1:S ia; ij •.{.• {:i si) �i,�; � � i,S4 t �at;,j, -� fl it' 11 ,_ �� } („ n:�} -� � I r� ' ;�� I''__4�1�i_ e-..--{:�:�3;i�t'.tf n..w (yl�'S1�t:��i �� i i � 3 i __ — ..a. �.� 't i. a u': ' I (?'; t'F i '-) _ .�� .. __ ;, _ // � __ _ _ /` /1`/'.� �f ��; { __. _ J .f J f` _ _ _ �gi �� -' �f/ °.'' %T,�;rrt�ti r r�n/�+; ST#EP SIUPE [ se .is n:tils ai�tl I�iiu' zFxNS al aspi�als ro+�firin t'trrttent tar e�e�)` (UIl laminaied sltingle acr brlo�r. :�,phah rrwfing ceme:�� ,6wild oieri rl5'P1f U458b T}�x II 1ppl�= I" �pr,t. cr[ asph;di rno6n, rcnErnt nndcr r.lch corncr and :+i ;d»,ut 1? ta l i fn lram c.ult eclgc MEiRfC DlMEN5IQN5 E� .,_..z..'s-.___1.��--°��._ 12 _. ,. � {'laJ:i:.tli) � {)I ()�Srt,til} -� '-•-t"i?i �,nJ . f - ' � :: ta5mni)-..� -,-- i � Re�e.3se lapz - - N:vi AtPa , r _' -_ - t -- - � _— --- - - -------- fw S(ee� - I"-,.� f.- _ i., {!5 mm) � � - (25 m,rnl �--_ Rqulirtg Gemeot � -T IANDMARIt Tl t3�?r�t�"- .�---t��/.'=-� EH6tISH OIMENSIONS {3q;� s�Fr.i? , €330 T� n` (34:� rr�m) i I �� ._ I'I" — ,..— 12.. -► "+1°{7:>;nmi � I"(25m�r}-rs � 1305 a � I t�#65 mm) , f305 mtn} � _ "-- __ -- � --- - j _...- -- � I v� r.ri�) 1°(� mrn{-�'' '�- �„ � W- i . I I �25mtR) _-_- (2.`�mr,if — Roofi� Ce�nt �" 1 � � �,. (25 mm) __- .-- ' {�5 �'r) F�we 13 � Use s(.s nalk and.fo�' 3P�' 4f Rootino Cemem �� „ oy �p��, Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlticate ofAuthor/zatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 6 of 10 �i� ��-=.�� .�= 6.3.3.1 Hip & Ridge: Shadow RidgeT"' , . �\ � � Ftgure 13-16.• Shadou� Rictge acc�crory sbingles detacb easily from thre�plece units to make 72 individua6 cap piecvs. 12" 9��8�, (305mm) (250mm) 6 „ 6 �� q 4 (150mm) (150mm) {125mm) (125mm) t Not h for Notch for Centering Centering 12„ � 13 �� f � /'� (337mm) ` (305mm) � Notches for Alignment to Notches for Alignment to �� the Top Edge of the Previous 75/8" the Top Edge of the Previous �180mm) Capfor5 Exposure �196mm) Cap for 5" (125mm) Exposure � � English Dimension Metric Dimension 12" � (305mm� � Laying Notch , I � �� I � I �� I 5 �(�s re� � i I Il.- �-'r' I � � � I I � �—�'C Figure 13 20.• Use daytng notche.s to center sbhrgd�s on hips and ridges, rard to focate tbe correct exposure. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Deslgn, LLC. Evaluation Report 3532.09.05-R2 Certif/cate ofAuthoNzatlon #9503 FL5444 Revision 2: 07/27/2009 Page 7 of 10 � � �°� 5 � ��,�� - s�� ' ' 6.3.4 Presidential ShakeT"' and Presidential Shake TLT"' LOYV AN� STAN�AI�� SLOPE: STEEP SLOPE: I ��r 3u�c au�l standard .I�F�es, use 6rz rcllls lor e.�h tull 1'rctiidzn[i:il ;�;r �terp slop��,. uu ni3t<� n.uLti 1or ��.�ch ti�tl Prt�Si!irnti.l,hiq:;ir .iu�l ,ningl� as .hvtic�� ficlou�. , �[��tF i' �lia�u�trr,p��Eti ot as�+l3<s(1 rn�,Hrig cein�nl ijiirirr �; � li �luu�lr i.�l� 1ftcR� apPl�iri� ; n;uls in hNricrt_n t1�e n:uling �ltirla� lir+es. :q�pl; -� �i:eit� i" PJaiiin9 � �}0' —� .ilx.>cc �ib c�ut� �ui:, ntalau ; c�rhdn lab+ nf n�iYhin,L' �uEn�r .��ti� r u:ul, i_,ui�ln linr.a f1016 mm} S 1:4' � (��n ITlfl}� s ♦ � • • 1d 1;+� • • s � ♦ t-1 1,� t:54r�ii�i) t362 mm) — — � — — — —•— — — — � 1 fV�TE rlppiy na�ls an pa�nted guicfeline � ��" � 1 dS,ua!r.lcr �i,pha{1 ivntii3q r,r.ms:nt f'!�;1rrr� 1(,-6: ti�ctr�r�ir;g PrrslrG�ntlnt rutri PrF:cttlrntrnl )L �;r.rd�v s;�Uz,�;les nr, lnu rui�l sf��:�(ar•�f s(up,�s. ti:,n�c /r,. firslfa�tiryfh��ir!€trtrc�l�z�uff'rr�ide��r!!�r11''L �Lxrkr ..(aii�lrs an sfr^r ft .alii�ic:a. 6.3 4.1 Hip & Ridge: Presidential Accessory PRESIDENTIAL ACCESSARY Presidential accessory shingles can be used for covering hips and ridges. Appiy shingles up to the ridge (expose no more than 7" from the bot[om edge of the "tooth." Fasten each accessory with two tas- teners. The fasteners must be 1 long or longer, so th�y penetrate either 3 /4" into the deck or completely dirough the deck. Pr�sidenflal accessory comes in two dit�'erent sizes: Accessory produced in Blrmingham, AL is 12" x 12"; Portland, OR prodnces 9�/s" x 13 accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 CerHncate ofAuthorizallon #9503 FL5444R2 Revision 2: 07/27/2009 Page 8 of 10 � , � : -:�, ,� � , � � .��- �� °.; . ;_ 6.3.5 Hatteras'"^: iaw sra�naep nr�n srE�� s�A��: r q y _ 9 9 %�s��tw:c�} !".vi�rfn) + �:3;leuu) (.3�r,ri:;� 1' � r �n., �,� _ �zs;,��'j,::l _ _ . __ � ,; ,��, r?.::7.��.,� i A,p;ra• IS-; hr.h°!tr t�+:r �+u�! ��rrr�rlrticl,l�1��> 3'nr lotc amf .�:ui.l,��l , lu��c�, ra�� (irr nails fur c.ich luil il,;ucr,�� ;:hir�;;Ir:�� Ir��,zExFre #� 9' -Y� '+ — -9' - g _ ►� � {Z:iU a�E;G} [,.1J _rtr; �ta�}� (Jt{j ��n) i . ' � , t � �� _� �- 4 s ��s , r2��-,�� " ;,: ;,; � � --�--I �oofingC�meni - - — - Frxrrsr/_S � Firrierrau;�ll�Ileras.l"hii{plesuu.ttCep,VaPrs �qr �tPe�! �to�c•t a,e fi�� o;tits siml eighl spols of asph:tli roafiug cc3nem [orcich Iull fl:dtc�.is shii�alc as shot�n aboi�.:l�Cty 1' (�Sau��? di:unek�r .�exs nf r�ofiog crir�i�e� (:1.�'TJt D ij8b'i��x il 1Ur,gC+tedJ sitttkr e:trh r,�b rnrteen 1'+'c;y sLia;;le ut{n pLter; do noi e}pox cc�urn� f,:i1t�'Iti:�: "fno nrurh rnafin;; ce��ent can ta�K� <h�n;lr: io hii=.lcr 6.3.5.1 Hip & Ridge, Option 1: Hatteras Accessory fasten brfh Sides i i ` i i i � � � � �... � � � .+ .�. r� ... \ _-- J ` � 1 2 3 / 0 9\6 Flgure 15-14: 18 tbree pfece un �ts separate ta mnke 54 Hatteras Ac�essory sbtngleS Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel -PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluatlon Report 3532.09.05-R2 Cert/tfcate ofAuthoNzadon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 9 of 30 �� '' } � S � ��. � � �"-� � , � - 6.3.5.2 Hip & Ridge, Option 2• Cut Hatteras Shingles � (230 mm) I I I I � I I --- ---�---�--- 18� -- ------ -- 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Fdgure IS-20: Cut Hatter�es sbingles to mnke cover cnp. Fas�e� $"--� __._.. 18 (460 mm� g (203 mm)I � � �� S�a ..�� 1� t � 24 I m� � Ft�ure IS-21: Instad6ation of caps alon,g htps and r�id�es. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL� Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Wrappers of shingle bundles that have been qualified using FBC 1507.2.10 shall be labeled with the tested wind classification. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 1O. QUALITY ASSURANCE ENTITY: Underwriters Laboratories — QUA1743 (847)664-3281 - END OF EVALUATION REPORT - _ Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certlf/cate ofAuthorizatlon #9503 FL5444-R2 Revision 2: 07/27/2009 Page 10 of 30 Florida Building Code Online Page 1 of 3 . . `�a` ,�:� �.� .��.,�, ; ; ,� ?� "iK.s-��. ;i'r.�iE� � � • ?�.. �.�` . �. �;�F,'""'E ��g, f' ;�k.. .k. .�.�'. ro _ �=pC: �, xrdr � ��.&,�..• � . � . �' � ��' . N N . -. ' � � 3 .' �; ;; A , , �.>, .. ' � ", � . � � � 4 ,,. „ �� .��,�,; �� M ';�;, � � y 3 ��;'t:: .4 .<. .�` = �ia�;;�_ �,�C�s � �� ' � x � 'w � ,. p p /�� a, :�� . tl . �'� ~ .. §4 . .= � . '*' � m .:o..+ .✓� � s� :� .v. v.�,.�..........s�. ,�. , . „ ��.a➢'.. .• ..yg, f. "� : BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Pubtications FBC Staff BCIS Site Map Links Search }.��ti ^ ��,� � ' Product Approval : 3a � USER. Public User a, ` .r.� � �.' � � d; 4. P �: � Produd Approval Menu > Product or Application Search > Application List > Application Detail . .�: , FL # FL5859-R3 � Application Type Revision "' Code Version 2007 _ �- Application Status Approved Comments ;, " Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ralph@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ° Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. � Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE �'; Validation Checklist - Hardcopy Received Zttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2bOIhBh1 PixpOR2S3 G03... 4/29/2009 Florida Building Code Online Page ? of 3 Certificate of Independence FLS859_R3_COI_510488A (Evai Rep_PW-8300 Impact}.pdf Referenced Standard and Year (of Standard) St andard Year AAMA/101/I S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated O1/05/2009 Date Pending FBC Approval O1/09/2009 Date Approved 02/03/2009 __ __ _______ ._ _.�__ __ __ ..._ . _______. _______._ _---��_ ._____ _.__�___._.___._ !Summary of Products � FL # Modei, Number or Name Description ; j 5859.1 8300 Vinyl Fixed 8300 Vinyi Fixed Impact Window. ' ; Limits of Use Installation Instrudions 3 � Approved for use in HVHZ: Yes FL5859 R3 II CWS-159A (PW-8300 Impact}.pdf � Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05-1208 02,pdf ' Impact Resistant: Yes FL5859_R3_II_DuPont_SGP_NOA_07-1116-04.pdf � � Design Pressure: N/A FL5859_R3_II_Mikron_NOA_06-1220_01 pdf j Other: Large Missile, 76" x 62", DP =+/- 67.5 psf Verified By: Roberto Lomas 62514 �(Impact w/heat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes i 48" x 72", DP =+/- 55 psf (Impact w/ annealed glass, Evaluation Reports �PVB) FL5859_R3_A.E_510488A (EvalRep_PW-8300 ; Impactj.pdf i Created by Independent Third Party: Yes � 5859.2 PW-8300 Vinyl Fixed PW-8300 Vinyl Fixed Impact Window. ; Limits of Use Installation Instructions ' � Approved for use in HVHZ: Yes FL5859 R3 II CWS-337 (PW-8300 Impact 72x76).pdf � Approved for use outside HVHZ: Yes FL5859_R3 II_DuPont_SGP_NOA_07-1116-04.pdf ; Impact Resistant: Yes FL5859_R3_II_Mikron_NOA_06-1220_Oi.pdf '•. Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76", DP =+/- 67.5 psf Created by Independent Third Party: Yes (Impact w/ heat strengthened glass, SGP). Evaluation Reports l. FL5859_R3 AE_510870 (Eval Rep_PW-8300 Impact j 72x76�.pdf � Created by independent Third Party: Yes ___. _. � Back Next DCA Administretlon Department ot Community Affalrs F/or/ds Bu!!d/np Code On/lne Codes and SYandtrds 2555 Shumard Oak Boufevard http://www.floridabuildin�.or�/nr/nr ann dtl.asnx?naram=wC'TFVXnwtT�nt% a��o��nno Florida Building Code Online Page 3 of 3 Tallahassee, Florida 32399-2100 (850) 487-i824, Fax (850) 414-8436 OO 2000-2005 The State of Florida. All rights reserved. Co right and Disclaimer Product Approval Accepts: � sCheck � 1�srl3ign • �ltYi�d YERiFY� � ��¢ ittp://www .floridabuilding.or�/pr/pr app dtl.asnx?naram=wGEVXnwtnat%2hnihRhlP;xr,�R�c�r,n� ai�oi�nno N r g h � � g � iQ �� R LL � W y � � � � O � � j � � �. ; �i y � wp �.. � v� Q W �, d � � �... o o � S ° �'� N �� W � Z o� g � � � e � . y z W � � a 4 o � U� �� u � � F a�T 'uW m d � � N �� z oa �� _ �o - � � Z �- � �¢ � o� � z � LL W �� _�� o�g � � � � � �� F 3: W ro w¢ o � � � V � W �' �� ., H m Ol� y. =V J 1�- 2e' � 2 ~ 4y0 A . 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' � G � �.�:�, ,2• �s�;x�.",�.��j�°'�a •� _v : ' ' . ,. q. .. . . . .� v°�k:'.u.. . � .., -a ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � � Product Approval �� ^ USER: Public User =�.: , . �;:. ,�',, ::°.� ; Fa:> „ Product Approval Menu > Product or Application Search > Application List > Application Detaii �, �; FL # FL5823-R4 ,,= z „ �, �, Application Type Revision �:° r Code Version 2007 Application Status Approved ° • ,, Comments :��r�- Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email � 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE ^ Validation Checklist - Hardcopy Received �ttn•//wtxnu flnrir�ah»il�ina nrcr/nr/r�r a,�,. �itl a�„�•9.,�r�,,,�,� ,.c�:��z�1..,,,� n i�ni�nnn Florida Building Code Online Page 2 of 3 Certificate of Independence FL5823_R4_COI_510484A {Eval Rep_SN-8100 Impact) pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I 5.2-97 1997 AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Vaiidated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 _.__ __..._...___ __. _. _. Summary of Products � FL # -� Model, Number or Name Description � 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) � � Limits of Use Installation Instructions � � Approved for use in HVHZ: Yes FL5823_R4_II_CWS-155A (SH-8100 Impact).pdf � Approved for use outside HVHZ: Yes FL5823_R4_II_DuPont_PVB_NOA_05-1208_02 pdf l Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220_Ol�df Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes ; Evaluation Reports � FL5823 R4 AE 510484A (EvalRe� SH-8100 � ' ImpactLpdf � � Created by Independent Third Party: Yes 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) ; Limits of Use Installation Instructions Approved for use in HVH2: Yes FL.5823_R4_II_CWS-155A (SH-8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823_R4_II,DuPont_PVB_NOA_05-1208_02.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 Oi.odf � Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Parry: Yes � Evaluation Reports ; FL5823 R4 AE 510484A EvalRep S_H-8100 I Impact�. pdf Created by Independent Third Party: Yes � 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVH2: Yes FL5823 R4 II CWS-369 �H-8100 Impact 52x72_ 100 � _ Approved for use outside HVHZ: Yes D. P)��df Impact Resistant: Yes FL5823_R4_II_DuPont SGP NOA_07-1116-04.pdf � Design Pressure: +100/-100 FL5823_R4_II_M.ikron_NOA_06-1220_Ol.pdf � Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 � Created by Independent Third Party: Yes � httn://www_flciridahuilc�ina nru/nr/r�r anr� rltl acnx�r�aram=�x�(:FVX(l�xrtTlnvAifrlFF�l2d;i-IT ,-C;��x7�., n i�ci��nnc� Florida Building Code Online Page 3 of 3 i i Evaluation Reports FL5823 R4 AE 510965 (Eval R�SH-8100 Impact 100 DP . df Created by Independent Third Party: Yes j 5823.4 SH-8100 Vinyl Singie Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 1 � HI sash. � Limits of Use Installation Instructions ; ! Approved for use in HVH2: Yes FL5823_R4_II_CWS-295 (SH-8100 Impact 52x96}.pdf i � Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf 3 Impact Resistant: Yes FL5823_R4_II_DuPont_SGP_NOA_07-1116-04.pdf i Design Pressure: +67.5/-67.5 FL5823_R4_II_Mikron_NOA_06-1220_Oi.pdf i Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 � psf. Created by Independent Third Party: Yes ' ' Evaluation Reports � ! 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N0 � �� m S g� � �� Um �� a g �'� � �°°� z N g� � N � �� ° � Y �� ~ �� m � �� 3 �h �w � �I@ ¢ roF � Ca �i YI Q ^ � �m , � �� Nm ��Z € � �� # � �� , �� gp � +. r. � 2 1 t.V •'1� •1 J• �' r�V�. •L ' • • •S i � Y � � � p �m � � �� LL 2 � � � �� < �Q � � W� �� 4 �� m �� S� �� . . 1iJ�l 1 �� Y' � 1'i' l� ''�l' ! 1� E CA,BIE 8� TE�HNOLQ�Y P�t��UCTS, LLC 386 Internationale Drive Suite H, Bolingbrook, Illinois 60440 Tel: (630) 633-4500 Toll Free: (800) 379-1191 Fax: (630) 296-8100 Fire/Life Safety SmartWireT"" UL Listed and Rated Type FPLP ��' : Multi-Conductor Stranded Non-Shielded Plenum Fire Alarm � ' P/N ; 6i 7�60 - 14 AWG 2 Conductor Non-Shielded Plenum Fire � Alarm Cable Specifications Description: 14 AWG 2 Conductor Bare Copper, Non-Shielded Plenum Fire Alarm UL Type FPLP Conductor 14 (Stranded Bare Copper) Description: Insulation: Low-Smoke PVC .008" Color Code: Black/Red )acket: Low-Smoke PVC .018" Marking: FIRE/LIFE SAFETY CONTROL CABLE INIT. / IND. DEVICE/ZONEABCDE0123456789 14 AWG (UL) FPLP MADE IN THE USA ROHS Overall Diameter: .196" Nom. Capacitance: N/A Temperature and 75 C/ 300 Volt Voltage Rating: Cable Weight: 36 Lbs/Mft. Flame Rating: Approved For Plenum Use Without Conduit Per NEC Article 800 by � Passing UL-910 Steiner Tunnel Test � Agencies Approvals: ``'� NEC Article 760 UL FPLP, RoHS Compliant, Made in the USA Jacqueline �ges . From: Jacqueline Boges Sent: Tuesday, August 30, 2011 4:53 PM To: Todd Vandeberg Cc: Rick Moore Subject: RE: DEVELOPMENT ORDER Thank you Todd and Rick for update. Will place in book until receive letters. From: Todd Vandeberg Sent: Tuesday, August 30, 2011 3:44 PM To: Jacqueline Boges Subject: RE: DEVELOPMENT ORDER Rick and I met on site with the contractor and discussed some items that will need to be addressed: 1.) Letter providing all work / landscaping not completed; {� .� / �-�- �.�'�' , ��'ll� 2.) Engineer letter of completion `"� l � 3.) Engineer letter on issuance of Pasco County permits; 4.) Landscape Architect letter of completion for landscape / irrigation. �� Once we receive this information we can discuss perhaps a conditional DO. � ` � �� Todd H. Vande Berg �l Director of Development � Planning Department 5335 8th Street j, L � � zephyrhills, FL 33542 �� /t. � Phone:813.780.0006 � /" � � /, 7 - ' h E� Fax: 813.780.0005 (/'�� vandeber�@ci.zeqhvrhills.fl "It's not the Plan that's important.... it's the Planning" From: ]acqueline Boges Sent: Monday, August 29, 2011 2:05 PM To: Kerry Barnett; Todd Vandeberg; David Henderson; Rick Moore Cc: Shane LeBlanc; RJ Keetch; Bruce Sellars Subject: DEVELOPMENT ORDER Greetings Everyone The below property has requested a final inspection. Please advise if your review/inspection will be delayed. We will need your comments and/or sign off placed in our Development Order book located in the building dept. Thank you 1 Jacqueline Boges . From: Jacqueline Boges Sent: Wednesday, November 02, 2011 2:10 PM To: 'dadams@firstflorida.com' Cc: Beverly Jones; Todd Vandeberg Subject: extension granted Attachments: fort king extension.pdf Granted an extension for another 30 days from November 8, 2011 for your conditional CO Per Bill Burgess. The deadline on condition will be on December 9, 2011. See attachment . Thank you Jackie Boges Code Support Specialist ext. 35 i , f 1 , �� s � V i � Jac uelme Bo es. � C/ , From: Beverly Jones '�� "�`� � ` � �� Sent: Thursday, September 08, 2011 2:46 PM � To: Jacqueline Boges Subject: FW: Fort King Colony Apartments Attachments: ROW Use Permit No 32687 for Fort King Road.pdf; ROW Use Permit No 32686 for Daughtery Road.pdf -- ---- --- - - -- ,- -- _ -- -- ___ ___ __.- --- -__----_ __ _---- _ �� From: Carlos Vasquez jmailto:cvasauezCa�s�rinkleconsulting.com] �� S'[��Q� �� Sent: Thursday, September 08, 2011 2:14 PM To: Beverly Jones ��`�1�{ �l ��- Cc: 'Kolb, Damon'; 'Dwain Adams'; 'Dana Teeter'; 'Robert Sprinkle' Subject: Fort King Colony Apartments ��- Ms. Jones: � r� z 2�tr Please be informed that the permits obtained from Pasco County concerning the Fort King Colony art nts were for the Right of Way Use Permits for Fort King and Daughtery roads only. The status of said permits is as f lo s: 1. ROW Use Permit for Daughtery Road is attached. Work was completed and Pasco County during their inspection had some comments on concerning striping. The contractor is in the process of correcting those minor pavement marking issues. 2. ROW Use Permit for Fort King Road is attached. Work has been completed. A request to replace the continuous railing along the trail has been submitted to Pasco County. The railing will be installed in 9 foot sections where the ditch bottom inlets are located. Additionally, a 4" solid white line will be striped on the trail to delineate the 2' shoulder on the trail. The Pasco County reviewer on this matter is Gary Willever (727-847-8142). Please note that the above changes do not interfere with the onsite development and do not interfere with vehicular traffic along Fort King Road. If additional information is required, please do not hesitate to contact this office. Sincerely, Car/os A. Vasquez, P. E. Direcfor of Civi! Engineering � P (813) 949-7449 F (813) 948-1712 C (813) 924-4665 Sprinkle cow:uiTiwc http://www.sprinkleconsultin�.com The information contained in this message and any attachment may be proprietary, confidential, and privileged or subject to the work product doctrine and thus protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify me immediately by replying to this message and deleting it and all copies and backups thereof. Thank you. i � ,. �, �� { � ,i � � �� .� � „i � , �,- � :�� .�l �"�x � � f '. � � . w - � �' �v:o� �a:i. � � �:�a �s� i.s�� y D� � � � + ', i ' �. 4 ('� ,i, �'�t Y�•Q - '� 5^�`.;� ��,��; 4�' y�.., y ,��, a 4z '?,.;� 3 i . 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N �� A.. k � ' � �:� �r i ��"� ' e s o, . a y y' 1 �: APPROVED 10-06-2010 EXPIRES 4-OS-2011 ^natr,'�o: PASCO COUNTY DEVELOPMENT REVIEW RiGHT-OF-WAY USE PERMIT �� WEST PASCO GO��'�ER�D PASCO COUNTY 7530 LITTLE ROA �� - USE PERMIT - "Sunshine-One Call" NEW PORT RICHEY, FL 34654 � (800) 432-4770 (727) 847-8142 (352) 521,�(44 5?�� - 48 hours prior to excavation — GENERAL INSTRUCTIONS YASCO GOUNT`f No construction, under p(GSB�gQ�a�'�� ground, of any facility, shall be accomplished on any Counry Right of Way without written approvai from the County. Any application for approval ofconstruction operations on any County owned Rights of Way shall furnish a detai led drawing showing the complete scope of the proposed work in quadruplicate to the County for review and approval prior to the commencement of any work. A copy of this permit must be kept readily available at the slte of the work at all times. Sec. No. 03 T 26 S. R 21 E. County Road Dau tery Road Date 7/S/2010 Permit for Fort Kin Colony Apartments � (Project Namc) LOCATION (Legal Description) South of the Daughterv Road and Greensl� Dr intcrsection Permission is hereby granted to Kine Investments LLC and The Richman Groun of Florida Inc (Name of Permittee) of 1409 Z'ech Boulevard Suite 1 Tampa, FL 33619 for the construction and maintenance of (Address of Permittee) 118 Sa. Yds. of asnhalt oavement 1 062 Sa Ft of excavation removal of one tree oavement markings and si naee (24 feet w�de drivewav). (Description of Work) Subject to the following conditions: 1 The conshvction and maintenance of such utiliry shall not interfere with the property and rights of a prior occupant. 2. All work sha(1 be done in keeping with the standards of Pasco County and at the satisfaction of Pasco County, who wil I be notified at least one day prior to commencement of construction. 3 All material and equipment shall be subject to inspection by Pasco County 4 During construction all safery regulation of the Florida Department of Transportation shall be observed; and Pasco County shall be relieved of all responsibility from damage of any nature arising &om this permit. Subject to the same terms and conditions, the permit holder may take such safety measures, including placittg and display of cau[ion signs, as it may deem necessary in conduct of construction and maintenance work hereunder 5. All private and all Pasco Couaty property shall be restored to its original condition as faz as practical, in the opinion of Pasco County 6. All underground crossing installations shall be laid at such depth as may be specified by Pasco County, unless otherwise authorized. [nstallation of utilities under County roads shall be by jacking and boring only. 7'i'he sketch (four copies) covering the details of this installation shall be made a part of their permit. This permit is granted with the understanding that the applicant has notified all other utility users in the area covered by the permit and takes full responsibiliry for any damage incurred by prior installations as a result of his operations. He also takes full responsibility for notifying any a�d all utility or underground users of his proposed operations in order that they may safeguard the'v interests. 8. lt is expressly siipulated that this permit is a license for permissive use only and tha[ the placing of facilities upon public property pursuant to this permit shall not operate to create or to vest any property right in said holder 9 Whenever Pasco County decides to further exploit the Counry Rights of Way, any or all of said poles, w'ves, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said Rights of Way, or reset or relocated thereon as required by Pasco County at the expense of the holder of this permit. 10. The holder shall save and keep Pasco County harmless from any and all damages, claims, or injuries that may occur by reason of the construction, maintenance and operation ofsaid facility 1 1 'fhe holder shall complete the requested work within �/J 80 days or this permit shall become null and void, ln the event the work requested is not completed upon the expiration date of this permit, Pasco Counry shall have the right to complete such work and to charge the holder of the permit for all costs incurred in completiog said work. 12. The permittee shall post a cash or surety performance guarantee with the County Clerk. Based on a cost estimate prepared by the permittee's engineer and approved by the County The amount of the guarantee is to be an amount equal to 125% of the cost to construct the permitted improvements. In the event a surety bond is posted, the said surety bond shall be made payable to Pasco County and shall obligate the surery to hold [he County hartnless in the event the holder of this pertnit should fai] to meet any of its obligations, hereunder The bond shall also indemnify Pasco County for all court costs and reasonable attorney fees in the event legaf action is required to collect on said bond. 13 The pennitee shall post cash or surety maintenance guarantee with the County Clerk based on a cost estimate prepared by the permittee's engineer and approved by the County The amount of the guarantee is to be an amount equal to 15% of the cost to construct the permitted improvements. In the event a surety bo�d is posted it shall meet all the er�'a stated in No. 12 above. 14 SPECIAL CONDITIONS�y�,jj �/Q -/�Z7 ,yyj�f,y�, �, � Ii. /D. �� ^� r n.o �E'n1riY► i0 • Da-1 APPROVED BY Utilities Services:N e � Traffic Operations: �� ,�:,- Project Manageme t: Submitted by: Engineering ]nspe tions: �� Signature Public Works: Stormwater/Design: Fr Riaa / Member Development Review Approved: Print Name and Tit[e Fee $+'�� DD 1409 Tech Blvd.. Suite l Tampa FL 33619 Mailing Address (Street, City, State) Paid: _ l/5 /o20/O 813 917 - 95 /�9.�.�87 Telephone Number (Include Area Code) nd Zephyrhills Fire Rescue 6907 U airy Road Lephyrllilis. I�L 33542 I ire Marshal 13u5 (813) 780-0041 Kerry 13�rnett E�aa (813) 780-00�4 E-mail: kbarnett��r)tire.lephyrhills.fl.us Plan Review #: l 1-047 Project: FA Modification Number of Pages: Packet Apri127, 2011 I have received and reviewed the packet for the fire alarm modification located at Ft King Colony Apartments (Ft King Rd) and will allow the project to move forward. Paying for permit, contractor acknowledges complying with the comments listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. There were no changes with the location of devices and/or panel. The submittal for only a change in devices and panel used. The same requirements made on plan review 10-107 remain in effect. 2. Ensure strobe remain on when system is silenced. lnspections Required: 1. Final (acceptance test) KERRY ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. � ��i4� �r�� 0�1 }� , �o Qoo o � � w �°°��° �_� ooW a� �� a� � a °� � � �N� �,� W C � b� � h � �� j � � 3 � N O O O � � O h aD �� r�w �„a Up o o00 ° a m� Z Q � ° o00 ° o w 7: a � � � x x x x x x a = ? ec m � w� a = . F- � r. 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This device meets both government and military specs for fire panel applications. A user replaceable fuse means less down time and longer service life. FEATURES BENEFITS Series Design Fastest response time available; Tighter clamp than parallel device Hybrid Protection Circuitry Four stages of protection insures maximum pe rforma nce User replaceable fusing Less "postevent"downtime S crew Lug Termination S peedy connect/disconnectof powerwiring; Neatappearance, nowire nuts needed Low profile design Uses less space, fits wide variety of cabinet depths Multiple diagnostic indicators Monitor protection status, ground presence, �..� ground faultand fuse status ±�.,� � X ONE DITEKCENTER 1-800-753-2345 ' 1720 S ta rkey R oad, www ditekcorp.com � Largo, FL 33771 f � �� General S pecifications - 1205 20A Agency Approvals: UL 1449, Wyle Labs Service Voltage: 110-120 VAC MCOV: 130 VAC Continuous Current: 20 Amps Max. Surge Current: 39,000 Amps EMI/RFI Noise Filtering: >56db 100KHz-100MHz P rotection Modes: L� N, L� G, N� G Suppressed Voltage Rating: 500V Warranty: Limited Lifetime Warranty Dimensions: 6.00"x3.58"x2.32" Weight: .551bs. Housing: ABS 2X0J19" � O � o � � � 2.g4" � rtEK O � 2X 1 61" - � O � 3 57" 2X 81" 5.50" 5 15" 2.32" 2X 2.29" � I 1.59" ---� —1 6 00" � 3.58" � M-198/S 20A Rev 1/77/OS DTK-2MHLP Voice, Data and 5igna/ing Circuit Modu/a� Surge Protection �� Genera/ Product SpeciFcations DITEK's 2MHLP series of signal, data and loop circuit surge protectors provide robust protection in a compact package. Designed for ease of installation, with convenient field-replaceable modules, the 2MHLP protects finro circuit pairs per module. Applications include protection of 4-20mA current loops, alarm panel NAC, SLC and IDC ,- � loops, and burglar alarm panels. �—,..` DTK-2MHLP �" �:�: Application Features �' • Multi-stage, SAD technology, hybrid design �.c� provides the best possible protection .- • Hard-wire mounting base • Field replaceable, hot swappable, modular edge Selection Guide card connection design Example DTK-2MHLP246WB • Seven voltage levels available to protect all types DTK-2MHLP B of voice/data applications - Select Voltage. 5, 12, 24, 36, 48, 70 • Two pairs protected per module, when used with yyg: 2MHLP with Single Mounting Base mounting base (DTK-MB) modules can be DTK-MB10� Hardwire mounting base ganged to protect up to ten pairs with a common DTK-XB10: Compact hardwire mounting base ground - Multiple module mounting bases available separately (DTK-MB, DTK-2M6, DTK-3MB, DTK-4MB, DTK-5MB) Example: (3) DTK-2MHLP36B + (1) DTK-3M6 Product Features Performance Data Agency Approvals: UL497B Connection Method — Module. Edge card into DTK- Model Service MCOV Typical Let MB mounting base Base� 12AWG max screw DTK- Voltage Through terminals 2MHLP Voltage Max Continuous Current: 5 Amps 5B 0-5 VDC 5 VDC 6 8 V Max Surge Current: 20kA 12B 10 VDC 12 VDC 15 V Data Rate 200kbps (5v) to 2Mbps (130V) Protection Modes Line-Ground (All) 24B 22 VDC 24 VDC 30 V Operating Temperature -40°F - 158°F (-40°C - 70°C) 366 34 VDC 36 VDC 39 V Dimensions 48B 44 VDC 48 VDC 56 V — Module 1 6"H x 2.1 "W x 1 6" x 1 0"D 70B 62 VDC 70 VDC 90 V (41 mm x 53mm x 25mm) — Module with Base 1.75"H x 4 5"W x 3 00"D (45mm x 114mm x 76mm) Weight: 6 oz (18g) without base, 1 2 oz (36g) with base -- -��'��rt-�-- Housing. ABS y ,��, r � (,�� Warranty� Ten Year Limited Warranty � � One DITEK Center 1-800-753-2345 Direct: 727-812-5000 Doc. Number SPS-100010-001 Rev 5 12-06 1720 Starkey Road Technical Support: 1-888-472-6100 0 DITEK Corp. Largo, FL 33771 www.ditekcorp.com Specification Subject to Change � ��(��'(;��'�(}NS Maintenance-Free Rechargeahle Sealed Lead-Acid Bariery Nominal Voltage (V) 12� Nominal Capacity 20hour rate ( 0.6A to 10.50V ) 12Ah 10hour rate (1.2A to 10.50V ) 12Ah 5hour rate ( 2.04A to 10.20V ) 10.2Ah 1C(12Ato9.60V) 54Ah 3C ( 36A to 9.60V ) 4.32Ah '� "M:.�,, _ Weight 9.39 Lbs. (4.27 kg) Internal Resistance (at 1KHz) 13 mS� Maximum Discharge Current for 30 seconds : 240A Maximum Discharge Current for DIMENS�aNS 5 seconds : 480A Operating Temperature Range Charge 0°C(32°F) to 40°C (104°F) �� mm(inch) Discharge -15°C(5°F) to 50°C (122°F) 3.4 Storage -15°C(5°F) to 40°C (104°F) �' � o 0 S �� = � Charge Retention (shelf life) at 20°C (68°F) Fz 1 month n^�/o (FASTON TA6 NO. 250) JL e 3 month 90% 6 month 80% 99t1 (� �_ 15131 (5.94t0.04) Charging Methods at 25°C (77°F) Cycle use : Charging Voltage 14 4 to 15.OV o 0 61l .,p„�,,,,,,� Maximum Charging Current 3.6A a� m° m � . ,. �., � ERE � * o' Standby use : Float Charging Voltage 13.50 to 13.80V � , ='. � No current limit required ..,�, Life expectancy : A" + Discharge Time VS. Discharge Current (25°C) Cycle Use : 100% depth of tlischarge 250 cycles e '�=:� ___ _ 80% depth of discharge 350 cycles �=a � �� 50% depth of discharge 550 cycles � ,\ , ,,.a Standby Use : 3�5 ears – -- � � Y � ,o.o � . r.0 � Case Material ABS 9.0 (94-HB & 94V-0 flame retardant case) e.a o s �o . c Terminal F2 m,��,.s �.— ho�„ e Discharge Time MK Battery 1645 South Sinclair Street • Anaheim, California 92806 Toll Free. 800-372-9253 • Fax: 714-937-0818 • E-Mail: salesC�mkbattery.com � S,PEv'F�C�""�"�� Maintenance-Free Rechargeable Sealed Lead-Acid Battery Nominal Voltage (1n 12V Nominal Capacity 20hour rate ( 0.36A to 10.50V ) 7.2Ah 10hour rate ( 0.72A W 10.50V ) 7.2Ah 5hour rate (1.22A to 10.20V ) 6.12Ah 1C ( 7.2A to 9.60V ) 3.24Ah 3C ( 21.6A to 9.60V ) 2.59Ah , �, � Weight 5.91 Lbs. (2.678 kg) IMemal Resistance (at 1KHz) 19 mS2 Maximum Discharge Currerrt for 30 seconds : 144A Maximum Discharge Current for [�'�ENSf( 5 seconds : Zggq Operating Temperawre Range �, Charge 0°C(32°F) to 40°C (104°F) a= mm(inch) Discharge -15°C(5°F) to 50°C (122°F) 3.2 Storage -15°C(5°F) to 40°C (104°F) s.ss � m M o° Charge Reterdion (shelf life) at 20°C (68°F� F� e � 1 month 920� (FASTON TAB NO. 187) e 3 month gp% 6 m011th o ss �� ,��„ �s�3� �s.sato.oa� 80 /o � � Charging Methods at 25°C (77°� Cycle use : Charging Voltage 14 4 to 15.OV � o �,. o .�w,au��..: s--�� Maximum Charging Current 2.16A = � ' Standby use : Float Charging Voltage 13.50 to 13.80V ° ° • p,116 �� No current limit required >� � "",,�,�'` �^��^ �, �_,�� Life e�ectancy : Cycle Use : 100% depth of discharge 250 cycles �A„ Discharge Time VS. Discharge Current (25 13.0 v _ 80% depth of discharge 350 cycles -=__ __ _,-� 50% depth of discharge 550 cycles 12a ��'� � � _\ ,� � \ � � Standby Use • ,, � 3-5 years � ', __ _ CaseMaterial ABS , �.Q ` .__ ,- - � - -,�^ �-"'�"�� t32A 380R (94-HB & 94V-0 flame retardant case) � '� 21&1 9.0 Terminal f 1 e.a 1 2 6 8 �0 20 40 80 2 / 8 B 10 M m�nutes -� «- hovrs Discharge Time MK Battery 1645 South Sinclair Street • Anaheim, California 92806 Toll Free: 800-372-9253 • Fax: 714-937-0818 • E-Mail: sales�mkbattery.com F a r e n h t SILENT � KNIGHT _ by Honeywell '�• - •- • • ' Scalable Analog/Addressable Agency Listings Fire Alarm Control System ,�, City of IFP-2000 / RPS-2000 ,=,.ry, U� F M Yo k The IFP-2000 is an intelligent analog/addressable fire alarm J V� �� control panel (FACP). The basic IFP-2000 panel contains one built in signaling line circuit (SLC), which can support 159 IDP sensors and 159 IDP modules or 127 Hochiki devices per loop. Additional SLC loops can be added using the model 5815XL SLC expander to increase the overall point capacity to a maximum of 636 points per panel. IFP-2000 has the interconnection capability for up to 8 panels. The system has two modes of operation, Multiple panels covering one larger building, or multiple independent buildings. RPS-2000 is used in a networked system where at least one IFP-2000 is in the system. It is the same as an IFP-2000 without the display. IFP-2000 has eight on-board FlexputT"' circuits that can be configured for auxiliary power, notification outputs, or for conventional smoke detector inputs (Class A or Class B). The IFP-2000 FACP also has a built-in, dual-line digital fire communicator, • FlexputT"" I/O circuits configurable for Form C trouble relay, and two programmable Form C relays. auxiliary power, notification outputs, or IFP-2000 has powerful features such as detector sensitivity, conventional smoke detector inputs. day/night thresholds, drift compensation, pre-trouble Notification circuits can be configured as Class A(Style Z) or Class B(Style Y). 2- and maintenance alert, and calibration trouble alert. 4-wire smoke detectors can be configured IFP-2000 supports a variety of devices, including RA-2000 as Class A(Style D) or Class B(Style B). remote annunciator, 5824 serial/parallel printer interface module • Two RS-485 buses provide communication (for event logging system reports), RPS-1000 intelligent power to system accessories. module, and Intelligent Device Protocol (IDP) or Hochiki • Built-in USB interface for programming. devices. • Dedicated Form C trouble relay and two general purpose Form C programmable relays rated at 2.5 amps at 24 VDC. Features • System automatically tests IDP addressable • Built-in support for up to 159 IDP sensors and 159 IDP devices modules or 127 Hochiki SLC devices. SLC expander will • 13 preset notification cadence patterns increase overall capacity to 636 points per IFP-2000 panel. (including ANSI 3.41) and four user • RPS-2000 is used in a networked system where at least one programmable patterns. IFP-2000 is in the system. • Four line LCD display with 40 characters per • Up to eight IFP-2000 or RPS-2000 panels can be networked line providing up to 5088 total points. • Built-in synchronization for appliances from • Networked panels can be configured to emulate a large AMSECO, Gentex� S stem Sensor�, and virtual system or can be segmented into separate sites for � Y multiple building applications. Wheelock� • Built-in UL listed digital communicator for remote reporting of • 999 software zones and 999 output groups system activity and system programming. • Programmable date setting for Daylight • 9 OA of output power is available through 8 sets of terminals Saving Time for notification and auxiliary applications per panel. • The IFP-2000 / RPS-2000 can be surface or • Supports Class B(Style 4) and Class A(Style 6 or Style 7) flush mounted configuration for SLC, and SBUSs. • Four programmable function keys • JumpStart auto programming allows for faster set up time by selecting default options for many programming tasks P/N 350028 Rev D Copyright O 2010 Honeywell International Inc. SpeCIflCat1o11s � Approved Releasing Solenoids Physical Manufacturer Part number Rating Current Freq Flush Mount Dim: 14.75"W x 25"H x 4"D Asco T8210A107 24 VDC 3 A max 0 Hz (37.5 W x 63.5 H x 10 16 D cm) Asco 8210G207 24 VDC 3 A max 0 Hz Overall Dimensions:16"W x 26 4"H x 4 65"D Ordering Information (40.6Wx67Hx11.8Dcm) IFP-2000 Intelligent Fire Alarm Control Panel Weight: 28 Ibs. (12.8 kg) IFP-2000HV High Voltage (240VAC) Intelligent Fire Color: Red Alarm Control Panel RPS-2000 Intelligent Fire Alarm Control Panel Environmental without built in display Operating Temperature: 32°F — 120°F (0°C — 49°C) RPS-2000HV High Voltage (240VAC) Intelligent Fire Alarm control Panel without built-in Humidity: 10% — 93% non-condensing display Electrical SBUS Accessories IFP-2000 AC: 120 VAC, 50/60 Hz, 5 OA RA-2000 Red Remote Annunciator Four line LCD annunciator with 40 characters per line IFP-2000HV AC� 240 VAC, 50/60 Hz, 2.5A Rq_2000GRAY Gray Remote Annunciator Four line LCD Total Accessory Load: 9A @ 24 VDC power-limited annunciator with 40 characters per line Standby Current: 290 mA 5815XL Signal Line Circuit (SLC) Expander Alarm Current: 530 mA RPS-1000 6 amp Intelligent Power Module with 6 flexputs Battery Charging Capacity 17 to 55 AH 5496 6 amp intelligent Power Module Battery Size. 18 AH max. allowed in control panel cabinet. 5824 Serial/Parallel Printer Interface Module Larger capacity batteries can be housed in RBB or AB-55 5880 LED I/O Module accessory cabinet. 5865-3 & 5865-4 LED Fire Annunciators 5883 Relay Interface Board Flexput Circuits IDP Devices Eight circuits that can be programmed individually as: Notification Circuits: 3A per circuit @ 24 VDC, power-limited See the specification sheets listed below for a complete listing of the IDP devices Auxiliary Power Circuits: 3A per circuit @ 24 VDC, power- 350361 Intelli ent Device Protocol devices limited 9 specification sheet Initiation Circuit: 100 mA per circuit @ 24 VDC, power-limited Hochiki Devices 350360 Hochiki Device Protocol devices Indicator Lights specification sheet General Alarm (Red): On when in alarm Networking Accessories Supervisory (Yellow): On when a supervisory condition exists IFP-RPT-FO Network repeater board for fiber optic System Troubles (Yellow): On when a trouble condition exists �FP-RPT-UTP Network repeater board for twisted pair wire System Silenced (Yellow): On when an alarm, trouble or IFP-RPT-UTP-KIT Wired twisted pair network repeater card supervisory condition has been silenced but not yet cleared and cabinet kit. System Power (Green): Off for AC failure; On when power IFP-RPT-FO-KIT Fiber optic network repeater card and systems are normal cabinet kit. Telephone Miscellaneous Accessories Requirements. FCC Part 15 & Part 68 approved 5655 Silent Knight Software Suite - 2. Provides programming, upload Jack: RJ31X (two required) ldownload, and event reporting RBB Remote Battery Box Accessory Cabinet. Approvals Use for backup batteries up to 35 AH NFPA 13, NFPA 15, NFPA 16, NFPA 70, & NFPA 72: Central Dimensions: 16" W x 10" H x 6" D (40.64Wx254Hx15.24Dcm) Station; Remote Signalling; Local Protective Signalling AB-55 Remote Battery Box Accessory Cabinet. Systems; Auxiliary Protected Premises Unit; & Water Deluge Use for backup batteries that are Releasing Service. Suitable for automatic, manual, waterflow, 35 AH - 55AH. Dimensions: 20" W x 12" sprinkler supervisory (DACT non-coded) signalling services H x 7 5" D(50.8 W x 30.48 H x 19 05 D Other Approvals: UL Listed, FM Approved, City of New York, cm) and CSFM SILENT This document is not intended to be used for installation purposes. We try to keep ' �.�� our product information up-to-date and accurate. We cannot cover all specific ,�� KNIGHT applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, b Hone we(1 Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. Y Y www.farenhyt.com Made in the U.S.A. �`�1 .�iYSTEM - -. - ._ �.� ,SFNS4R` � Mini-Horns -- -�,..:�:, � �.� �.� �- The SpectrAlert°Advance series of mini-horn sounders �� are designed to simplrfy installations to provide '-�-�� _�- ;�; primary and secondary signaling for fire and security -_ _,_ �' applications. SPECTR��1ert A d V A N C E Features The MHR and MHW minrhorns operate at 12 and 24 volis and are • 12 and 24V operation ideal for hotel, motel or residential fire system applicaticns, where a smaller noiification device is desired.Th2 mini-homs ofFer high • High and low volume settings and low volume settings, and temporal or non-temporal tones. The • Temporal and non-temporal tones homs can be mounted to single gang back boxes for aesthetically • Mounts to sinyle gang back box sensitive applications. Synchronization is also provided when using the MDL module. • Compatible w th MDL sync module • Mechanically and electrically compatible with PA400 series The MHR and MHW mini-homs can operate between 32 and 120 Mini-Alerf sounders degrees f ahrenheit from a regulated DC or full-wave recti�ied, unfiltered pow�er supply They are listed to Under�vriter's Labo�aturies Standarc UL 464 for fire piotective signaling syst�ms. Agency Listin s �� FM MEA s0� a roved "" LISTED AFPROVEU pP ;•,,i, , �_�q�� A;i�A- U- E �� ,5�„�X SpectrAlert° Advance Mini-Horn Specifications ,- Mini-homs shall be a System Sensor Model MHR or MHW capable of operating at nominal 12 or 24VDC and shall mount to a single gang back box. Mini- hoin s'��all be listed eo Underwrite�'s Laboratories Stanuar<J UL464 foi fire protective signaliny systems Mini-horns shall operate between �2 and 120 degrees Fahrenhnit tror� a requlated D�, or full-wave rectified, unfiltered power supply When usec with the Syn� urcuit" Module, 12-volt rated notficat�on appliance cii�wt outputs shall operate betwee� � nine and 1/ S volts, �4-wIt rated ne>tificauon appliance cucuit outpuu shall operate between 1/ and 33 voits. Dimensians 4.6'1 x? 9"W x 45 D Weight 2 67 oz. Operating Temperature Range 32°F to 120°F (0`C to 49°Q Mounting Surface. single-gang back box Flush: -�" x 4" BBD deep back box (Z InputTerminals 12 to 18 AWG Nominal Voltage Regulated 12DUFWR or regulated Z4DC/FWR Operating Voitage 8-33 Operating Voitage with MDL 9-33 UL Sound Output and Current Draw Data . Switch Setting Pattem Output level 8-17.5 VDC 8-17.5 VFWR (Vominal 12 VDC Nominal 12 VFWR 16-33 VDC 16-33 VFWR 1 Ternporal High 68 67 71 70 78 76 2 fernporai Low 66 65 69 68 76 75 3 Non-temporal High 72 71 75 i4 80 79 4 Non-tempora� Low 70 69 73 %2 7g 77 � 8-17.5 Uolts 16-33 Volts Switch Pasition Sound Pattern Volume DC FWR DC FWR 1 Temporal High 12 10 17 15 2 Temporal Low 10 9 14 13 3 Non-temporal High 22 17 29 25 4 Non-temporal Low 17 13 21 19 Ordering Information E. MHR Miri-Hom, Red MHUV Mini-Horn, White �� SYSTEM 3825 Ohio Avenue • SL Charles, �L 60174 �,, �"'� S '�""' ,`"' '�pe.M1_a , .u�l'nr , . - h.�'�7ev,ir•r,i.tn� , treVi�it,,.tom , =rsrv-nmM `.... SENSOR�° Phone:800-SENSOR2•Fax630-377-6495 ��< ac;, ,��, ai,�a�. ��1 .�r�STEM �.._...� SENSClR` Selectable Output ` ��- � � Notification Devices '� �� i SpectrAlertmAdvance selectable-output horns, strobes, and horn/strobes are rich with features guaranteed to cut installation rimes and maximize profits. SPECT��iert A � V A N C E The SpectrAlert Advance series of notification appliances is Features designed to simplify your installations, with features such as: plug in . Plug-in design designs, instant feedback messages to ensure correct installation of individual devices, and eleven field-selectable candela settings for • Same mounting plate for wall- and ceiling-mount units wall and ceiling strobes and horn/strobes. • Shorting spring on mounting plate for continuity check before installation More specifically, when installing Advance products, first attach a universal mounting plate to a four-inch square, four-inch octagon or • Captive mounting screw double-gang junction box.The two-wire mounting plate attaches to •Tamper resistance capability a single-gangjunction box. • Field selectable candela settings on wali and ceiling units: 15, 15/75, Then, connect the notification appliance circuit wiring to the SEMS 30, 75, 95, 1 10, 1 15, 135, 150, 177, 185 terminals on the mounting plate. • Automatic selection of 12 or 24 volt operation at 15 and 15/75 candela Finally, attach the hom, strobe or hom/strobe to the mounting plate . Outdoor wall and ceiling products by inserting the product's tabs in the mounting plate's grooves.The device will rotate into position, locking the product's pins into the • Outdoor products rated from —40° to i 51 °F mounting plate's terminais.The device will temporarily hold in p�ace . Minimal intrusion into the back box with a catch until it is secured with a captured mounting screw SpectrAlert Advance products allow you to choose: • Horn rated at 88+ dbA at 16 volts • 12 or 24 volts • Rotary switch for tone selection • At 24 volts, 15, 15/75, 30, 75, 95, 1 10, 115, 135, 150, 177 or 185 . 3 horn volume settings candela by way of rear-mounted slide switch and front viewing window • Electrically compatible with existing SpectrAlert products • Horn tones and volume by way of rotary switch The SpectrAlert Advance series indudes outdoor notification Agency Listinqs appliances. Outdoor strobes and horn/strobes (two wire and four wire) are available for wall or ceiling. Outdoor homs are available for SIGNALING U � F M MEA ��''S-1653186(indoors�robes) wall only All System Sensor outdoor products are rated between ,,,5-,b53,e„o�,doo,s„obe„ �°.,O' �1?5-1653188 (hom/strohes) minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or ��STED APPROVED approved � dryapplieations. sao,i �ozssn Me4asz-os-e SpectrAlert Advance Specifications General SpectrAlert Advance homs, strobes and horn/strobes shall mount to a standard 4 x 4 x l Yz-inch back box, 4-inch octagon back box or double-gang back box. Two-wire products shall also mount to a single-gang 2 x 4 x ik-inch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The noUfication appliance ciicuit wiring shall terminate at the universal mounUng plate. Also, SpectrAlert Advance products, when used wilh the Sync•Circuit" Module accessory, shall be powered from a non-coded notification appliance arcwt output and shall operate on a nominal 12 oi 24 volts When used with the Syno-Grcuit Module, 12-volt rated notification appliance arcuit outputs shall operate between rnne and 17.5 volts; 24-volt rated notification apphance arcwt outputs shall operate between 17 and 33 volts. Indoor SpedrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC, or full-wave rectified, unfiltered power supply Strobes and hom/strobes shall have field-selectable candela settings including 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, 1 SS Strobe The strobe shall be a System Sensor SpectrAlert Advance Model hsted to UL 1971 and shall be approved for firP protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon Flash tube and associated lens/reflector system. Horn/Strobe Combination The hom/strobe shall be a System Sensor SpectrAlert Advance Model listed co UL 1971 and UL 464 and shall be approved for fire protecnve service. The horn/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act reqwrements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating volcage range.The strobe hght shall consist of a xenon Flash tube and assoaated lero/reflecto� system. The horn shall have thiee audibility ophons and an option to switch between a temporal three-pattein and a non-lempoial (contiriuous) pattern.These options are set by a multiple position switch On four-wire products, the strobe shall be powered independently of the sounder.The hom on horn/strobe models shall operate on a coded or non-coded power supply dutdoor Products SpectrAlert Advance outdoor homs, strobes and hom/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit.The products shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three-fourths inch conduit entries. Synchronization Module The module shall be a System Sensor Sync•Circuit listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and homs at temporal three. Also, while operating the strobes, the module shall silence the homs on horn/strobe models over a single pair of wires The module shall mount to a 4�Xe x 4'Nb x 2J�-inch back box. The module shall also control two Style Y(class B) circuits or one Style Z(class A) circuit.The module shall synchronize multiple zones Daisy chaining two or more synchronization modules toqether wiil synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32°F to 120°F (0°C to 49°C) K Series Operating Tempereture —40°F to 151 °F (-40°C to 66°C) Humidity Range 10 to 93% non-condensing (indoor products) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12DC/FWR or regulated 24DUFWR' Operating Voltage Range 8 to 17.5 V(12V nominal) or 16 to 33 V(24 nominal) Input terminal wire gauge 12 to 18 AWG Ceiling mount dimensions (induding lens) 6.8"diameter x 2.5"high (173 mm diameter x 64 mm high) WaII mount dimensions {including lens) 5.6"L x 4.7'W x 2.5"D (142 mm L x 719 mm W x 64 mm D) Horn dimensions 5.6"L x 4.7"W x 13"D (742 mm L x 119 mm Wx33 mm Dl Notes: 1 Full Wave Rectified (FWR) voltage is a non-regulated, time varying power source that is used on some power supply and panel outputs. 2 P, S, PC, and SC produds will operate at 12 V nominal only for 15 and 1 S/75 cd. A05-0395-OU2 UL Current Draw Data . . 8-17.5 Volts 16-33 Volts 8-77.5 Voits 76-33 Voits Candela DC FWR DC FWR Sound Pattern d6 DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75 142 148 77 81 Temporal Medium 44 49 58 69 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-temporal High 57 56 69 75 95 NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 SO 115 NA NA 210 205 Coded High 57 55 69 75 Fiigh 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Ra�ge 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 258 � 8-17.5 Volts 16-33 Volts DCinput 15 15t75 75 15l75 30 75 95 110 17S Temporal High 137 147 79 90 107 176 194 21� 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-temporal High 141 15� 91 100 716 176 201 221 229 Non-temporal Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-temporal High 142 761 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 1 10 166 189 208 216 Non-temporal Low 13� 154 80 90 105 161 184 202 211 � 16-33 Volts 16-33 Volts DC input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-temporal High 255 270 303 309 Non-temporal High 233 248 275 281 Non-temporal Medium 242 259 293 299 Non-temporal Medium 219 23� 262 267 Non-temporal Low �38 254 291 295 Non-temporal Low 214 229 256 262 Horn Tones and Sound Output Data . Setting Repetition Rate dB Level Switch 8-17.5 Volts 16-33 Volts 1 Temporal hom High Rosition Sound Pattern d6 DC FWR DC FWR 2 Temporal horn Medium 1 Temporal High 78 78 84 84 3 Temporal horn Low 2 Temporal Medium 74 74 80 80 4 Normal horn High 3 Temporal Low 71 73 76 76 5 Normal horn Medium 4 Non-temporal High 82 82 88 gg 6 Normal hom Low 5 Non-temporal Medium 78 78 85 85 7* 6cternally coded High 6 Non-temporal Low 75 75 87 81 8* Externallycoded Medium 7* Coded High 82 82 gg gg 9* Fxternally coded Low 8* Coded Medium 78 78 85 85 9* Coded Low 75 75 81 81 *Settings 7, 8, and 9 are not available on 2-wire horn/strobe. A05-0395-002 SpectrAlert Advance Dimensions µ� 4.7" 6.8" I ��„� Dia. �� 2.5" 5.6" 0 �2.5" SpectrAlert Advance Ordering Information �� .. Wall Horn/Strobes Ceiling HomlStrobes (cont'd.) P2R*� 2-wire Hom/Strobe, Standard cdi, Red PC2W*' 2-wire Horn/Strobe, Standard cd, White P2RH* 2-wire Horn/Strobe, High cd, Red PC2WH" 2-wire Hom/Strobe, High cd, White P2RK* 2-wire Horn/Strobe, Standard cd, Red, Outdoor PC4R 4-wire Horn/Strobe, Standard cd, Red P2RHK* 2-wire Horn/Strobe, High cd, Red, Outdoor PC4RH 4-wire Hom/Strobe, High cd, Red P2W* 2-wire Hom/Strobe, Standard cd, White PC4RK 4-wire Horn/Strobe, Standard cd, Red, Outdoor P2WH* 2-wire Horn/Strobe, High cd, White PC4RHK 4-wire Horn/Strobe, High cd, Red, Outdoor P4R* 4-wire Hom/Strobe, Standard cd, Red PC4W 4-wire Hom/Strobe, Standard cd, White P4RH* 4-wire Hom/Strobe, High cd, Red PC4WH 4-wire Horn/Strobe, High cd, Whrte P4RK 4-wire Horn/Strobe, Standard cd, Red, Outdoor Ceiling Strobes P4RHK 4-wire Horn/Strobe, High cd, Red, Outdoor SCR* Strobe, Standard cd, Red P4W* 4-wire Horn/Strobe, Standard cd, White SCRH* Strobe, High cd, Red P4WH* 4-wire Horn/Strobe, High cd, White SCRK Strobe, Standard cd, Red, Outdoor Wali Strobes SCRHK Strobe, High cd, Red, Outdoor SR*' Strobe, Standard cd, Red SCW*' Strobe, Standard cd, White SRH*' Strobe, High cd, Red SCWH*' Strobe, High cd, White SRK Strobe, Standard cd, Red, Outdoor Horns SRHK Strobe, High cd, Red, Outdoor HR Hom, Red SW* Strobe, Standard cd, White HRK Horn, Red, Outdoor SWH* Strobe, High cd, White HW Horn, White Ceiling Horn/Strobes Accessories PC2R* 2-wire Horn/Strobe, Standard cd, Red BBS-2 Back Box Skirt, Wall, Red PC2RH* 2-wire Horn/Strobe, High cd, Red BBSW-2 Back Box Skirt, WaII, White PC2RK 2 wire Hom/Strobe, Standard cd, Red, Outdoor BBSG2 Back Box Skirt, Ceiling, Red PC2RHK 2-wire Horn/Strobe, High cd, Red, Outdoor BBSCW-2 Back Box Skirt, Ceiling, White Notes: * Add "-P"to model numberfor plain housing (no"FIRE"marking on cover), e.g., P2R-P t Add°-SP"to model numberfor"FUEGO"marking on cover, e.g., P2R-SP #"High cd;'refers to strobes that mdude 135, 150, 177, and 185 candela settings."Standard cd, refers to strobes that mdude 15, 15/75, 30, 75, 95, 110, and 715 candela settings. �� SYSTEM �2oob SYS�em 5e�so� ` 1 3825 Ohio Avenue • St. Charles, IL 60174 P�� jY SENSORA Phone:800-SENSOR2 • Fax:630-377-6495 CUfe��P��cn�tamauo�,i�d�di�9me�aiet��sio�otmizdaiasnmc A05-0395-002 7/06•k1659 � � � � �� C�S� ��I , . . , � . � �� S�a�ia��s �. :� �._ � �� - Silent Knight die cast metal manual �� ,�� _ -� �� pul l stations put qual ity and peace �.:��w - $ �� •� ��_� of mind in eas reach. Y A manual pull station doesn't have to be fancy — just tough, reliable and extremely easy to operate. Silent KnighYs die cast metal pull stations are all three They're the high-quality choice for fast, sure initiation of a fire alarm signal. Our manual pull stations feature rugged, die cast metal construction that lasts and lasts. They're available in single or dual action models. And Silent Knight manual pull stations are UL-Listed, CSFM Approved, and MEA (BSA) Approved. For outdoor use, a weatherproof model is also available. On your next job, make the high-quality choice – Silent Knight manual pull stations. For more information, or for additional information on our complete fire products line, call Silent Knight today at 1-800-446-6444, or in Minnesota call (612) 493-6435. Die Cast Metal Manual Operation PUII St8tI0t1S The single action pull stations are f p Silent KnighYs new line of manual pull operated by simply pulling the handle on stations feature high-quality, die cast the front of the station as far down as it metal construction. They are available in will go, at which point the handle locks either single or dual action configurations into place and is easily visible from up to ��L� with SPST switch, and with wire lead or 50 feet. A scored acrylic break rod is also terminal strip connections. The normally supplied with each unit for applications open contact, which closes when the pull where that is necessary. The handle is station is activated, is rated for 1 amp, at reset by opening the station with the hex 125VAC, or 30VDC The contacts are wrench or key, placing the handle in gold-plated to avoid risk of corrosion. All the normal upright position and relocking models in the series have been tested by the station. Single Action Pull Station UL for compliance to the latest requirements of the Americans with On dual action models, pushing the Disabilities Act (ADA). PUSH bar causes it to rotate inward, allowing the PULL handle to be grasped F • �� Features in a one-handed motion. The dual action • UL Listed. models are also supplied with break • CSFM approved. rods. Dual actions models are reset in �� ,� • MEA (BSA) approved. the same way a single action models. � r'��! � • ADA compliant. The weatherproof version of the pull • Weatherproof model approved for stations is rovided with a asket and die outdoor use. P 9 • Single or dual action cast metal backbox tapped on one end • Terminals or wire leads. for'/2-inch conduit, for surFace mounting. ,, , • Key reset models use same keys as Silent Knight enclosures. Dual Action Pull Station • Surface mount back boxes available. • High-gloss red enamel finish on die cast metal. • Corrosion-resistant gold-plated SILENT contacts. KNIGHT � � � � � DB� �� d�l ��f ��.€�� t��r�� Specifications Switch Rating: 1 amp at 125VAC, or 30VDC Pull Station Dimensions. 4'/4 in. H x 3'/4 in. W x 1'/e in D. Surface Mount Backbox Dimensions. 4'/< in H x 3'/< in. W x 2'/< in. D(cast and sheet metal). Color: Red with raised white letters, white PULL bar with raised red letters. Accessories. All models are supplied with one scored acrylic breakrod and one hex wrench or key. ORDERING INFORMATION MODEL PART N0. DESCRIPTION PS-SATK 160050 Pull Station, Single Action, Terminal Connection, Key Reset PS-SAWH 160051 Pull Station, Single Action, Wire Leads, Hex Reset PS-DATK 160052 Pull Station, Dual Action, Terminal Connection, Key Reset PS-SATH 160053 Pull Station, Single Action, Terminal Connection, HEX Reset PS-DATH 160054 Pull Station, Dual Action, Terminal Connection, HEX Reset PS-SATK-WP 5310 Pull Station, Single Action, Terminal Connection, Key Reset, Weatherproof Box PS-WPB 160055 Weatherproof Box PS-BB 160056 Badc Box PS-GR-12 160057 Box of 12 Scored Acrylic Break Rods WIRING DIAGRAM - TERMINALS WIRING DIAGRAM - WIRE LEADS Pull Pull Screw ��e Terminals Leads To Fire To Next To Fire To Next Alarm Device Alarm Device Control or ELR Control or ELR Panel Panel SILENT KNIGHT � 7550 Meridian Circle, Maple Grove, MN 55369-4927 1-800-446-6444 or in Minnesota (612) 493-6435 MADE IN AMERICA FAX. 1-8��-31 1-1 71 �J FORM #150792, Rev.5/96 � � F�a ren h�t For remote annunciation RA-2000 Remote Annunciator The RA-2000 red remote annunciator can be used to operate and program the IFP-2000 or RPS-2000 FACP. The RA-2000's keypad and display match the built-in annunciator of the IFP-2000 control :,•��.�,�. MEA panel. The remote annunciator connects to the control panel via the '�^`�� L Approval F �" RS-485 SBUS. When the system is in normal operation and has AC rr #6017 �° power, the Power LED is lit and all other LEDs are off. The other LEDs turn on as alarms, supervisories, troubles, and system silenced occur. The RA-2000 can be surtace or flush mounted and is also available in gray color as RA-2000GRAY Features • 160-character backlit LCD display (4 lines with 40 characters each) • Operation and appearance is identical to IFP-2000 built-in annunciator • Tactile/audible feedback when key is pressed on annunciator • RS-485 SBUS interface to panel • Can be flush or surface mounted. Trim ring (P/N RA-2000TR or RA-2000GRAYTR) available for surface mounting • Initiate and end fire drills with a single key press • Multi-panel displays can display the status and event history of all the panels they are assigned in a network. RA-2000 • Multi-panel annunciators will sound the highest priority tone Dimension from the panel it is assigned to • View current status by alarms, supervisories, or troubles Flush Mount: • On-board piezo sounder audibly indicates alarms, troubles, and Outside wall 12.25"W x 11.5"H x 7/8"D supervisories (31.1 W x 29.2H x 2.2D cm) • Five Status LEDs for; alarms, supervisory, trouble, silence and Inside wall: 9-3/8"W x 8-3/8"H x 2"D AC power indications (23 8W x 21.3H x 5.1 D cm) • Four programmable function keys Surface Mount: • Available in red or gray color Including Trim • Wiring lengths up to 6000 ft. from the control panel Ring: 12.25"W x 11.5"H x 3"D (31.1 W x 29.2H x 2.2D cm) • UL listed, complies with NFPA 72 Optional Accessories • FM approved • CSFM listed RA-2000TR Red surface mount trim • MEA approved ring Specifications RA-2000GRAYTR Gray surface mount trim ring Operating Voltage. 24 VDC Compatible Controt Panels Standby Current: 25 mA IFP-2000 Intelligent Fire Alarm Control Panel Alarm Current: 50 mA RPS-2000 Intelligent Fire Alarm Operating Temperature• 32° F to 120° F(0° C to 49° C) Control Panel without built in display Mounting: Surface or Flush �T��'T' 12 Clintonville Road � Northford, CT 06472-1610 P/N 350401 Rev B 203-484-7161 or 800-328-0103 ECN 09-586 9/09 Fax: 203-484-7118 OO 2009 Honeywell International Inc. �Y �+��+►'�� www.farenhyt.com , Fteuiew Evenis � Indiridually hy. Rlatms, Supeavisories. 4r Teuubtes '�SQ Cfiaracter +' Oi6p38y �EO s�c,�a ,� • IrtdiWtors ,` , ,. l.a�ge BwltOr�s t�v $ystNt�11 S110itCd, ReSet, Eveett Acknowiedge, J---Y _._, end Fire ArI1M r � "'�� Numeric Keypad � 1 (H�tlrtert wh�;r- �3o4r is ��Secii E►aaigned Kfsypatl Pragr�ma�ie {Hideer. veher� dcar is ciosed} Fu�fetinn MGeys RA-2000 Features iF�•�oao RP3-200Q RA-2000 itA-2QD6 RA,28D0 N � R. RA-NH10 RA-TOQO c� m c c N td N �n�2000 - i�n.cn�r�C�� ac�n� �.cc� o�: ��a�� {6 )Me5 with Afl eharactara each� • 1�0•ch�ractar t..ackii4 L�G d�p4zy (4 lanos wirth 40 charac#vrs qaohy • 414i�ng IanpShs uP to U�G R. fram • Yfiring §taagihs up ta 6@64 ft. fram i�a earvtro� pAnef the cunt�al penel - U� to fi3 58U5 Aeviees pef panel � ilp to fs3 SB418 devices prr panel ��j,�+��' This document is not intended to be used for installation purposes. We try to keep our m� �� product information up-to-date and accurate. We cannot cover all specific applications or .� anticipate all requirements. All specifications are subject to change without notice. For more ��"`�"" �. information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone. � HQf18 g�� (800) 328-0103, Fax: (203) 484-7118. www farenhyt.com � Made in the U.S.A. SB-UO Surface � � y� Mount Backbox .�. Easy to Install, U.L. listed for Indoor and Outdoor Applications. ;�,�. �_ SB-I/O Surface Mount - Back Box The SB-I/O SurFace Mount Back Box is for use with the PS-SA and ; �. �"" --.�.•. . PS-DA models of pull stations. In � � addition to being molded out of :.� � � : increased UV stabilized polycar- ,.X� �. bonate material (94V-O), the SB- � I/O`s mounting holes and bottom . � conduit entry are molded with a � � thin wall of material to provide `'' ,� improved outdoor weatherability. .� ° x " 1 g Features: � ;-- �� • UL Listed for indoor and outdoor • , ° applications ' � • Molded Self-Sealing Mounting �� `' '° - „- Bosses " • CSFM Listed • Snap Latches for Easy SB Installation of the Pull Station • Two Reinforced 1/2" NPT Connector Outlets (One Plug Included) • Single-gang Electrical Box Compatibility Mounting Holes (Knockout) • Four #10 x 1 00" Mounting The SB-I/O is compatible with the following pull sta- Screws Included tions: PS-DA PS-SA �� s �1�H1' b� H�r�ayw�A . :. �� , ��"`� _ y{ +"„� �.� v � , � . - y .�� - . a �' � ''� R — � �: = � ��. =� � � �°� , t �� .# a .,,.�- � ,, _..� - �, ;� ��` ; , " �_ _ � ►�°; r•�� " ,�� e � ,�-- € , � :� � � ' _r s . ''°= r "�. � . ¢ � � 8 � M 9 . � � � 06 ` � � �' f � �� _�� ...� '� = � � � =� �� - .� � � ._-� ,� � _ ( � � F: i , � �a� .r'r 1 — i- R ' � y s � ')' � � � � � � � � J � ' � "`�� . � " � � �.'� �,� _ � � ',,� ' � � '~`� °, i 1r � 4 � � $ � " s' "'� . .i.� �� 'r� �g i_• a� � �». � " "y,�^ ..:.�,�k � ' , _f ^,'r� ��°"- '� 10Y _�� 'ix� � T ��,� , r'r`�� ° `�.-�'r�� e : Fx �`� � " ,�. _��,,..-� .. : s � .n'� - ., _ � „ .,.r°'`- P,� . - i � - � °-�� .� _'� ,� _ �. �.= i ' i � € �! � � { � , ° '�° "-:�-°°..�.- �__ � � r �° 8 .�.P•� SB-I/O shown assembled to Pull Station (Pull Station Sold Separately) �j(,�j�'�' This document is not intended to be used for installation purposes. We MADE IN AMERICA E �� try to keep our product information up-to-date and accurate. We cannot P/N 350052 cover all specific applications or anticipate all requirements. All specifica- OO 2008 Honeywell International Inc. tions are subject to change without notice. For more information, contact ��°�`��'"� Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369- 4927 Phone. (800) 328-0103, Fax: (763) 493-6475 SD500-AI M& SD-500-M I M ' Addressable Input Modules � � m=�� IntelliKnight's addressable contact monitor modules combine fast response with pinpoint location ID. A combination that saves lives and � � property. .�►: The SD500-AIM and SD500-MIM are addressable input modules for use with Silent Knight IntelliKnight fire alarm control panels (FACP). The SD500-AIM and SD500-MIM are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices. The SD500-AIM addressable input module mounts to a 4"-square box. The SD500-MIM mini input module fits inside a single gang box. The modules are supervised, single input contact monitors. Using an EOL resister, they monitor for alarm contact closures and for open circuit wiring fault conditions. The SD500-AIM and SD500-MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation—a flexible solution for all your fire protection needs. For more information about the IntelliKnight system, or to locate your nearest source, p�ease call 1-800-446-6444, or in Minnesota, call 763-493-6435. Description • Up to 2500 ft wiring distance from The SD500-AIM and SD500-MIM are either input module to contact addressable input modules for use with • Use up to 14 gauge wire the Intelliknight fire alarm control • UL listed ` panels (FACPs) The SD500-AIM � � �� addressable input module mounts to a Electrical Specifications p��- 4"-square box. The SD500-MIM mini Standby Current: 0 55 mA input module fits inside a single gang Alarm Current: 23 mA max for one box. Both input modules are designed device; 46 mA max for two devices; to be used with pull stations, water flow 0.55 mA for each additional device SD500-AIM switches, and other applications requiring dry contact alarm initiation Line Resistance: 50�2 max devices. Mechanical Specifications These modules are supervised, single SD500-AIM Physical Description ^�° input contact monitors. Using an EOL Dimensions: �"'� resistor, they monitor for alarm contact 4.9" W x 4 9" H x 1" D closures and for open circuit wiring (12.4 W x 12.4 H x 2.5 D cm) fault conditions. If a fault occurs in the Weight: 3 6 oz (120 1 g) SD500-MIM wiring, the module alerts the FACP Color Ivory cover plate Each addressable input module is Approvals programmed with a unique signal line SD500-MIM Physical Description NFPA 71 & NFPA 72 circuit (SLC) loop address. Dimensions: UL 864 1.5" W x 2.5" H x 0 7" D CSFM 7300-0559. 132 Features (3 8 W x 6 4 H x 1.8 D cm) MEA 429-92-E Vol IX • Single contact monitor Weight: 1 6 oz (45 4 g) FM Approved for use with the 5820XL • Support for Class A(Style 6& Style Environmental 7) or Class B(Style 4) wiring Operating Temperature: - Attractive ivory cover plate with the 32°F — 120°F (0°C — 49°C) SD500-AIM • Small and lightweight size allows for Hu�midity" o flexible mounting options with the 10 /o — 93 /o non-condensing SD500-MIM SILENT • DIP switch programmable for fast KNIGHT installation by Honeywell • •- SD500-AIM & SD500-MIM Addressabie Input Modules > Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable input modules Silent Knight SD500-AIM or SD500-MIM. The modules shall be UL listed and compatible with Silent KnighYs IntelliKnight FACPs. The SD500-MIM shall fit inside a single gang electrical box. The SD500-AIM shall be supplied with a plastic cover and shall be suitable for mounting to a 4"-square or double gang electrical box. The SD500-AIM addressable input module must provide a monitor LED that is visible from outside the cover plate . #�� x �. �� Y K t _ �i � S t - . 7n cenlacl - bem� r�wrntcrod .� �_ _ - i . - ` a rk. . " '.`w'�'sw°.:'� � - F{}l '! .. � "�17:'�.u�.. r . _' • - 1 f �,�- Ail WRin r Su. � y � �+rn^ce0 Power L�mrtetl , � �� To conCaq � � rii I�baingrntlmmr�8 'y LJ+�-� , =Gx • � ` -" 4�: ` _ _ I J' � � _ t.. _ " __" ___ Compatibility Ordering Information IntelliKnight 5820 FACP SD500-AIM Input Module IntelliKnight 5808 FACP Addressable input module with ivory cover plate. IntelliKnight 5700 FACP SD500-MIM Mini Input Module Addressable mini input module. SILENT This document is not intended to be used for installation purposes. We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are FORM# 350231 Rev C, 05l06 subject to change without notice. For more information, contact Silent Knight by Honeywell 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927 Copyright O 2006 Silent Knight Phone:(800)328-0103,Fax:(763)493-6475 , �. ;� SD500-PS and SD500-PSDA , -° �� Addressable Pull-Station ..� IntelliKnight's addressable pull stations `�� combine fast res onse with in- oint ;�t p p p location ID. The SD500-PS and SD500-PSDA are a single action or dual action addressable manual fire alarm pull station for use with Silent KnighYs IntelliKnight fire control panel. Extremely easy to operate, the SD500-PS/PSDA provides a fast and practical means of manually initiating a fire alarm signal. The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm The SD500-PS/PSDA mounts to a single gang box and features a rugged metal construction that lasts and lasts. Combine all this with the features you've come to expect from Silent Knight - easy installation and stable operation - and it adds up to a flexible solution for all your fire protection needs. Model SD500 & • Extremely easy to operate SD500 • Corrosion-resistant gold-plated IIII contacts. � Addressable Pull • Reflective label makes it easier Station to locate in low light The SD500-PS is a single action Operation addressable fire pull station, and The SD500-PS/PSDA single action the SD500--PSDA is a dual action pull stations are operated by a pull addressable fire pull station. The on the front pull cover of the SD500-PS/PSDA feature rugged station A plunger switch, wired to metal construction A terminal strip a self contained addressable on back of the pull station allows module, is released as the pull interconnection of the pull station to station opens to initiate the alarm. the SLC of an IntelliKnight control Once operated, the cover hangs panel The SD500-PS/PSDA is down and can be seen up to 100 designed for indoor use in non- feet away The pull station is reset explosive environments. The by returning the front cover to the normally open initiating point normal upright position and contacts are gold-plated to avoid relocking the station with a reset risk of corrosion. The SD500- key. The reset keys are the same PS/PSDA has been tested by UL keys used on Silent Knight for compliance to the requirements encfosures. of the Americans with Disabilities The SD500-PS/PSDA includes a ACT (ADA) status LED which blinks, indicating SD500 Features that the addressable module is Ambient Temperature 32°F to 120°F • U� Listed communicating with the loop. The (o°C to as°c) • CSFM listed status LED lights continuously Mounting: Single gang during an alarm. A dip switch on bo" - • ADA compliant the addressable module is used to Optional Red Surface Mount Box PS-SMBB • Key reset (Same key as Silent set the unique address Knight enclosures) • Surface mount back box Specifications avai�ab�e Operating Voltage: 24VDC � �1LENT Standby Current: .55mA �� • Terminals - accept up to 14 Alarm Current: .55mA g auge wire "`--",".` :��'°; •- SD500-PS and SD500-PSDA Addressable Pull-Station � Engineering Specifications Manual pull station shall be addressable Module SD500-PSlSD500-PSDA. Equipment shall be made of 14 gauge C.R.S.(Cold Rolled Steel), painted with a red enamel . The label shall contain the words Fire Alarm and be made of a reflective material embossed text 3/8 inches tall. Operating instruction shall be clearly visible on the same label. Manual station Shall contain a key operated test and reset lock using a lock plate actuator, the key shall match the control panel. Manual station shall contain four terminal blocks with two connected to the addressable module and two connect to the SLC loop. Manual station shall provide data to the control panel with an ID address programmed by dip switch settings . Manual stations shall be Underwriters Laboratories Inc. listed and installed within the limits defined in the American Disabilities Act. k F�+�P u,�R ` - �#'`- �*� �`i - _ o ° 'S� S .. ._� .� " '__ �j \r - \ t � ' __ GeuC..Al�4s `� {ywaiwhV ' i ,�" - .�^ - _>. _ • ; _--= S:tiM i C<tstl�wfrw { L\. ..... �'4 �__.. � a u ~ ,a, G �.,,..._._.._� _.._..__.l_ � _ ._ni . �`� �' .. �?''�,; -� r', � _ '�-� S ` ` " V �., i _ -� °- ° �♦ � � � � - � �+, � _ _ � `q ; ; .—.. ywr., . �a; 3c' �.�: :� � � ,� . '' ti : `-.° "`" � �,, ~+� �```� W. 1 ' + ti � f` �.... .__...�......0 �._ t - ---- - �� # .� ti. _ _ __ x w . � .. � ' \` - *� ' ,�}`�_� :C'JCOL�A[.nfw;P3lL• .� ` AtfM Ft. ,1 f. :n �A:.� R:.^. _ \. \ 1 \ " \ �. `� '��$ Wiring 3' 2•9l2" -'-� ` ----:� Mounting to Single Mounting to Optional i ; Gang Electrical Box Surface Mount Box ; _ � � � ' ' _ � � � � � ��j!ja- � � � � � SD500-PSDA 3 : i �.;,;� i j - E � ; � � i � ' ` � i �� Efactricai 8oai mueR bv Installing SD500-LK a��•= Dimensions � SI�,E�+IT KI"��GHT > � .,..,.: �s 6..., 7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN AMERICA 800-446-6444 or in Minnesota 763-493-6435 FORM# 35o3a2, Rev o9l03 FAX:763-493-6475 World Wide Web. http.//www.silentknight.com Copyright O 2003 Silent Knight . �. �� Addressable � �`� Photoelectric Type Smoke Detector � Detect smoldering fires quickly and get �� help fast with IntelliKnight� photoelectric � smoke detectors. IntelliKnight addressable photoelectric smoke detectors are the clear choice for commercial settings where smoldering fires are a threat. In addition to accurately detecting a smoldering fire, each SD505-APS photoelectric detector has a unique address, which is recognized by the IntelliKnight panel. No precious seconds are wasted in determining location of an alarm. The SD505-APS compensates automatically for contamination in the environment. And detector testing is simple—even from a remote site. Like other IntelliKnight detector models, the SD505-APS offers a low profile for pleasing aesthetics. The IntetliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight smoke detectors—easy installation, stable operation, RF/transient protection, and vandal-resistant locking—and it adds up to a flexible solution for all your fire protection needs. Model SD505-APS The light received is converted into Analog / Addressable an electronic signal. Under normal _ �'`��. Photoelectric Type conditions, the status LED blinks Smoke Detector approximately every 15 seconds, ;�`-� ��' The SD505-APS is particularly indicating that the head is ` t " suited to detecting dense smoke communicating with the loop. The �'� � � typical of fires involving materials LED lights continuously during the ��. � such as soft furnishings, plastic, alarm period foam or other similar materials Features which tend to smolder and produce . Low profile, 2 inches, including SD505-APS Smoke Detector large visible particles. base Specifications The detector features automatic • Simple and reliable addressing Operating Voltage. 17-41 vDC compensation for contamination without mechanical switches Current Consumption. and a simple detector calibration • Automatic compensation for test procedure that can be run from sensor contamination Standby: 55 mA the panel or remotely (using the . guilt-in fire test feature Alarm: 55 mA WindowsTM based downloading . Simple detector calibration Ambient Temperature 32°F to 120°F software) testing through the control panel (0°C to 49°C) Operation or remotely through a Mounting: 4" Square, 4" The SD505-APS units made up of WindowsTM based computer OCT, Single an LED light source and a silicon software. ga ng mud ring photo diode receiving element. In a • Vandal-resistance locking Relative Humidity: 85% normal standby condition, the features noncondensing receiving element receives no light • Field cleanable Air Velocity: 0- 300 FPM from the pulsing light source. In the . UL listed, meets NFPA 72 Ch 7 event or fire, smoke enters the requirements Compatible Bases: SD505 detector and light is reflected from . CSFM approved (Sold Separately) (6" Base) the smoke particles to the receiving SD505-4A6 element. • MEA approved (4" Base) • FM Approved SILENT KNIGHT , by Honeywel! � •- Model SD505-APS Addressable Photoelectric Type Smoke Detector � Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable photoelectric smoke detector Silent Knight SD505-APS. The combination detector head, and twist-lock base, shall be UL� listed compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with Silent Knight SD505-AIS lonization Smoke Detector, or SD505- AHS Heat Detector Base shall be the appropriate twist-lock base SD505-6AB. The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady. The detector may be reset by actuating the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SD505-APS shall automatically perform a functional test of the detector. The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. Diameter = 5-15l16" ----` —,.. �� Diameter = 3-15/1 fi" �' � . �� o , r� / .. �` 1� �; ��, •,-•.. .. '� �:�� t �.,�� .,� � � '�, . .. - i `� i p; a Neight — 2 inches, � ��` 1 ..�. �- including base � �`. �"/�``� �� +'r - - , :' ��,� a� ; � _� . Model SD505-6A6 Detector Base Model SD505-APS Detector Head (front view) (front view) SILENT This document is not intended to be used for installation purposes. We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are FORM# 350225 Rev C, 05/05 subject to change without notice For more information, contact Silent Knight by Honeywell 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927 Copyright O 2005 Silent Knight Phone: (800) 328-0103, Fax: (763) 493-6475 CITY OF ZEPHYRHILLS 5335 - 8TH STREET . ' (sis)�so-oozo 11687 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11687 Issued: 3/29/2011 Address: 37730 DAUGHTERY RD Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: �st. Value: Book: Page: Cost: 7,500.00 Total Fees: 112.50 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 112.50 Date Paid: 3/29/2011 Parcel Number: 03-26-21-0010-00200-0011 Name: SOLOMON STEVEN PAUL Name: KING INVESTMENTS LLC Addr: 7916 OAK GROVE CIRCLE Address: 6129 OLD PASCO RD SARASOTA FL 34243 WESLEY CHAPEL FL 33544 Phone: (941)755-4814 Lic: Phone: (561)242-4814 Work Desc: COLUMN POST FOR FENCE ---HOLD SIGN 7 X 8 L IN 1 .50 V v� �� l � 2 � � � � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly. If you intend to obtain financing, consult with your lender or an attorney before recording r notice of commencement." . CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � �� • � . ' Prepared By and Retttzn To Ilffllfllf111111iliilli111l11111i{Illlil{iiiill111ililll1111 � Richazd B. MacFarland, P.A. - -- - - - - --- - - -- -- - --� Broad and CasSel Rep t:1335678 Ree : 137 , 50 ' 7777 Glades Road, Suite 300 DS� 0 .0P1 — IT 0.0� L--- BocaRaton,Florida 33434 13/12/10 K. Gareia, Dpty Clerk PRULA 5 0'TJEIL,Ph.D.PRSCO CLERK & COMPTROLLER PermitNumber: 11/12/10 2:42 m 1 of 16 ' Parcel Identification Number: 4 � �� _ P � 12�� __ _ A portion of 03-26-2 ]-00] 0-014Q0-0000 and ' 03-26-21-0010-00200-0011 NOT7CE O�' COMMENCEMENT ' STATE OF CONNECTICUT ' COUNTY OF FAYRFIELD The undersigned hereby gives notice that improvement will be nnade to certain real � property, and in accordance with Chapter 713, Florida Statutes, the following infoxmation is provided in this Notice of Commencement: � ' � 1. Description of property: See Exhibifi "A" attached hereto and incorporated herein by reference. �° The physical location of ' � the property is: 6900 Aqua Vista Drive, Zephyrhills, FL 33541 � � 2. General descriprion of the improvements: Construct 120 utrit apartment complex ' ,,(� {S bldgs}, clubhouse, mail kiosk, pool trellis, piciric pavilion, 1 tot lot, garage/maint bldg, f �`� swimmin & wadin oal com actor euclosure landsca in , im ation en si � g g P � P � p g g , trY gn structure, conerete & steel entry wa11, fencing and related site development. Site development shall include but not be limited to off-site utilities, perimeter fencing, public ROW restoration and on site ' improvements. � 3. Owner infoxmation: (a} Name and address: Fort King Colony, Ltd. ' S80 Village Boulevard, Suite 360 �Vest Palm Beach, FL 33409 ' (b) Interest in property; Fee Simple I ' 1 4874-42B696i9 1 23557/0206 I � OR BK ��s� p � ' 1 ' �� _ _ 2 _ of 16 - — -- - � 4, Cantractor name and address: First Florida, LLC 1533 Sunset Drive, Suite 150 Miarni, FL 33143 ' Telephone: (305) 665-1146 Facsimile: (305) dd3-9676 Attention: W. Robert Miller, President ' S. SURETY: Liberty Muival Insurance Co�npany 175 Berkeley Street � Boston, MA 021 I7 (a) Amount of Bond: See Attached ' 6. Lenders: ' Florida Housing Finance Corporation 227 North Bronough Street, Suite 5000 Tallahassee, FL 32301-I329 Attention: Kevin Tatreau ' Telephone: (S50) 488-4197 Facsimile: (850) 414-5479 ' Wells Fargo Bank, National Association 200 S. Biscayne Blvd., 14"' Floor Miami, Florida 33131 ' Attention: Michael Marra, Vice President Telephone: (305) 789-4678 Facsimile: (345) 789-4944 ' 7. Persons within the State of Florida designated by Owner upon whom notices or ' other documents may be served as provided in Section 713.13(1}(a)7., Florida Statutes: ' None. 8. In addition to itself, Owner designates the following person to receive a copy of ' the Lienor's Notice as provided in 5ection 7I3.13(1)(b}, Florida Statutes: Amerinational Community Services, Inc ' S301 W. Cypress Street, # 103 Tampa, FL 33b07 Attention: Rex TilJey ' Telephone: (813) 282-4800 Facsimile: (813) 282-4855 ' 4834-92864639,t � 25557/4206 ' i I OR BK ��f�� P � 1�� 3 of 16 � - --- -- --- --- - ----- Mr. William T. Fabbri � c/o The Richman Group of Florida, Inc. 580 Village Boulevazd, Suite 360 I West Palm Beach, FL 33409 Telephone: (561} 242-4814 � 9. The expiration date of this Notice of Commencement is twe�ty-four (24} months from the date of recording. I WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXP�RATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREI) IMPROPER PAYMENTS UNDER CAAPTER 7J.3, PART I, SECTION 713.13, FLORIDr� I STATiITE5, AND CAN RESULT IN YpUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMIV�ENCEN�ENT MUST BE RECORDED AND POSTED ON THE JOB 5ITE BEFORE THE FIRST INSPECTION. IF YOU I INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OI2 AN ATTORNEY BEFORE COMMENCING W�RK OR RECORDING YOUR NOTICE O� COMMENCEMENT. I The recording of this Notice of Commencement shall not constitute a lien, cloud, or I encumbrance on the described real property, but shall give constructive notice that claims of Iien may be filed under Chapter 713 of the Florida Statutes. This Notice sha11 be void and of na force and effect if construction is not com�,enced within ninety (90) days after recordation of this I Notice of Connrz�.encement. I FORT KING COLONY, LTD.,, a Florida limited partnership I By: Fort ' olony GP, LLC, a Florida limited lia 'ii o pany, its general partner ( By: T er LLC, a Florida limited li i pany, its sole member I B y' Kr iller, President I � I 4834•9286•9639 I 3 255,57/0206 I i� ( OR BK �� P � 1,2�� 4 of 16 ( � Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ( FORT KiNG COLONY, LTD.,, a Florida limited partnership I By: Fort King Colony GP, LLC, a Florida limited liability o any, its general partner I By: TR m er LLC, a Florida limited lia pat�y, its sole member I By � Kr s ' . Mill , President I STATE OF T � � � ( COUNTY OF �e,G R The foregoing instrument was acknowledged before me this �/l�day of NO � ( 2010 by Kristin M. Miller, as President of TRG Member, LLC, a Florida limited Iiability company, as sole member of Fort King Colony GP, LLC, a Florida limited liability company, the general partner of Fort King Colony, Ltd., a Florida Iimited artnership, on behalf of the limited liability companies and the limited partnership. She ( is personally Irnown to me or () has I produced ------ as identification. I .r4[�NCE C. MYEFiS � , �;,� �_ � no►aav auei.ic _ s�rE oF F�ioa ;''� �`� �s�r��ooe99eas �,� 1 Not y ub ', State of � �� '�?p My Commission Expires: � �� -eae�araav, I 1 ( ( 4 4634-9286-9639 I I 25557/0206 , . ' OR BK �4V� p� 1� 36 � t EXHIBIT "A - - - - - - - -- -- LEGAL DESCRIPTION ' PARCEL 1; ' A PORTiON QF TRAGTS 2, 14, 15, 18, 19 AND 30, ZEPHYRHILLS COLONY COMPANY LANDS SUBDIVISION OF SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO CQUN7Y, FLORIDA, AS RECORDED IN PLAT BOOK 2, PAGE 6 OF THE PUBLIC RECORDS OF PASCO COUN7Y, ' FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENC� AT THE NORTHWEST ' CORNER �F THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTTQN 3 AND PROCEED S. OQ°09'35" E., ALONG THE WEST BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.OQ FEET; THENCE N. 89°58'02" E., ' PARALLEL WITH THE NORTH BOUNDARY OF 5AID NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 25.Q0 FEEf FOR A POINT OF BEGINNING; THENCE CONTlNUE N 89°58'02" E, A DISTANCE OF 120.Q0 ' FEET; THENCE S 00°Q9'35" E, A DISTANCE OF 305.27 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 15; THENCE S 89°58'28" E, ALONG THE NORTH BOUNDARY OF SAID TRACT 15, A DISTANCE OF 517.22 FEET TO THE N�RTNEAST CORNER OF SAID TRACT 15; THENCE ' S 00°1Z`20" E, ALONG THE EAST BOUNDARY OF SAID TRACT 15, A DISTANCE OF 175.�U FEEf; THENCE S 53°33'05" W, A DISTANCE OF 327.19 FEET; THENCE N 36°27'02" W, A DTSTANCE OF 149.3fi FEEr; ' THENCE S 53°32'S2" W, A DISTANCE OF 420.82 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS 4F 848.00 FEEf AND A CHORD WNICH BEARS S 59°Q3'23" W, A DISTANCE OF 162.76 FEET; THENCE ALONG THE ARC OF SAID CURVE ' RIGHT, A DISTANCE OF 163.01 FEET TO A Pf)IM' OF TANGENCY; THENCE S fi4°33'48" W, A DISTANCE OF 71.65 FEET; THENCE 5 25°26`12" E, A DISTANCE OF 52.Q0 FEET; 7NENCE S 64°33'48" W, A ' DISTANCE OF 82.42 FEET; THENCE S 25°26'12" E, A DISTANCE OF 35.00 FEET; THENCE S 64°33'48" W, A DISTANCE OF 99.12 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LiNE OF FORT IQNG HIGHWAY; THENCE N 25°26'12" W, ALONG SAID EASTERLY RIGHT OF° ' WAY LTNE, A DISTANCE OF 510.09 FEET; THENCE N 64°33'48" E� ALONG SAID EASTERLY RIGHT OF-WAY LINE, A DISTANCE OF 95.00 FEET; THENCE N 25°26'12" W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 245.00 FEET; THENCE N 19°55'54" W, ALONG ' SAID EASTERLY RIGHT-0E-WAY LINE, A DISTANCE OF 51.22 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 14; THENCE DEPARTlNG SAID EASTERLY RIGHT-OF-WAY LiNE, S 89°58'28" E, I ALONG THE NORTH BOUNDARY OF SAID TRACT 14 AND AN EASTERLY EXTENSION THEREOF, A DISTANCE OF 639.44 FEET; THENCE N OQ°09'35" W, A DISTANCE OF 305.15 FEET TO THE POINT OF BEGINNING. I THE ABOVE PARCEL CONTAINING 13.33 ACRES, MORE OR LESS. � � r . � OR BK ��5 is '12 �� LESS AND DCCEPT: ' A STRIP OF LAND LYING WITHIN A PORTION OF TRACT 14, 19 and 30, ZEPHYRHILlS COLONY COMPANY LANDS SUBDIVISION OF SECIION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, AS ' RECORDED IN PLAT BOOK 2, PAGE 6 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BQNG FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF THE NOR7HEAST 1/4 OF THE NORTHEAST 1/4 OF SAID ' SECTION 3 AND PROCEEp S. 00°09'35" E., ALONG THE WEST BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.00 FEET; THENCE N. 89°58'02" E., ' PARALLEL WITH THE NORTH BOUNDARY OF SAID NORTHEAST 1J4 OF THE NORTHEAST 1/4, A DISTANCE OF 145.00 FEET; THENCE S. 00°09'35" E., A DISTANCE OF 305.27 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 15; THENCE S. 89°58'28" E., ALONG THE ' NORTN BOUNDARY OF SAID 1RACT 15, A DISTANCE OF 517.22 FEEf TQ THE NORTHEAST CORNER OF SAIQ TRAGT 15; TNENCE S. 00°12'20" E., ALONG THE EAST BOUNDARY OF SAID TRACT 15, A DISTANCE OF ' 175.00 FEEI"; THENCE S 53°33'05" W, A DISTANCE OF 327.19 FEET; THENCE N 36°27'02" W, A DISTANCE OF 149.36 FEET; THENCE S 53°32`52" W, A DISTANCE OF 420.82 FEET TO TH� POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF ' 848.00 FEET AND A CHORD WHICH BEARS S 59°03'23" W, A DISTANCE OF 162,76 FEET; THENCE ALONG 7NE ARC OF SAID CURVE RIGHT, A DISTANCE OF 163.01 �EET TO A POINT OF TANGENCY; THENCE S ' 64°33'48" W, A DISTANCE OF 54.60 FEET; THENCE N 72°50'22" W, A DISTAN� OF 29.57 FEET; THENCE S 64°33'48" W, A DISTANCE OF 51.82 FEET; THENCE N 25°26'12" W, A DISTANCE OF 16.76 FEET: THENCE S 64°33`48" W, A DISTANCE OF 105.00 FEET TO THE POINT ' OF BEGINNING; THENCE PARALLEL WITH THE EAST RIGH7-OF-WAY OF FORT IQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 30.60 FEET; THENCE N 64°33'48" E, A DISTANCE OF 12.00 FEET; THENCE PARALLEL ' WITH THE EAST RIGHT-OF-WAY OF FORT IQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 93,18 FEET; THENCE S 64°33'25" W, A DISTANCE OF 32.00 FEET; THENCE ALONG THE EAST RIGHT-OF-WAY OF FORT IQNG HIGHWAY N 25°26'12" W, A DISTANCE OF 510.09 FEET; THENCE ' N 64°33'48" E, A DISTANCE OF 20.00 FEET; THENCE PARALLEL WITH THE EAST RIGHT-OFWAY OF FORT IQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 386.32 FEEf TO THE POINT OF BEGINNING, ' THE ABOVE PARCEL CONTAINING 11,320 SQUARE FEEf OR 0.26 ACRES, MORE OR LESS. ' ' ' , Solomon Enterprises, Inc 2/14120'i 1 Fort Kin� Cotonv - Main Entry Roger Graham • Contact: Mike Stefan 2083 58th Ave. Cir. E., ste a Ph. 561-242-4814 Fx. 561-242�304 eradeMon FI. 34203 Bill to: The R��nan Group of F�rida �n- �a�a�.`*48�4 580 V'iliage Birrd., Ste. 36U Fax 941-758-1198 cen sa�-sa�-�asa West Paim Beach, FL 33409 Ema�: rogerdgraham�yahoo.com install at Fort FGng Color�y Ze h hitis, Fl Description (�ty. $/ Unit Totat Gate Mounted on Existin Fence _ 2'-90"xG'-8" Urethane �rame on E raved 1/4" Aluminum 4 2,19Q00 8,76d.00 S' n Face w/ 1/2° PVC Text and Lo o _ Permit and E ineerin t 1,600.00 1,600.00 Pro'ect Sub-Total s �0 Installation �,ZOO.00 Tax S 751 .ao Project Totat $ �z ,311 .ao Approved by: Date• ° �`'� � f i Page1 . . .: . .. .. . -�� f'Y:�3 r _� " :,.��• �� w r- -��' � _ _ >.� �;. � • :. . � : . -�� 1 - , .�.__. .. ,�.. ...._. . __ G�" � ` � �� , � \ � � � �� a " , _ � 1 � r � ] ' .- 4r � � �'�� , � � _�� t � � • -- , , � � � • ___:� '!� - �; � � .. • tll� • • .. _ � , a 1�� • 9 — � _-� . � � � . � _��:� � � � f . . . , =�� ; -';� � , � � . `` = � � 1 _�� , _.� �� / � _ �� / _ {a:. . . , €. � _ _ �� I '� � / :�� - -�. . ��_� � / . •� i � � — _ — - � } ' �� "' _ _ • e��-�eo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Defe Received r" r �� ss ��`•r4if� W�one Confact tor Perm� 7 / — �� ''7 7T7 7 7 T 7 �7 Owners Name ��7'n'� . ,' i?'� Owner Phone Number - Owners Address �v 1✓1 LL 9c�G Lll. i L�[��:) 1.� �� ?� Ow�e P��ie Number �/ V`� � 3sY�% � Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS r � �� LOT # � SUBDIVISION PARCEL I aS ' (� �' �4'it� - � - t)nt �t) (OBTAINED FROM PROPERTY TAX NOTCE) WORK PROPOSED e nIEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM � OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK ,�y/) L� L/� � ' L , BUILDING SIZE SQ FOOTAGE � HEIGHT ��" �� ' QBUILDING a 7 � O VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. B OPLUMBING $ � ; � � �C4%` � / QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� c, �/, �JC QGAS O ROOFING Q SPECIALTY O OTHER � �' S r... FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER 1 � MPANY S�t✓y S,,,e_ ✓,.,.� � 7 ._._ SIGNATURE GISTERED Y/ N FEE CURRE� Y/ N Address U �� E +. ' -�� <4 � Y t�ticense # Ga4 t • +�/ �� I�' l r ELECTRICIAN COMPANY � SIGNATURE REGISTERED Y! N FEE CURRE� Y/ N Address L icense # PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Y 1 N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # OTHER COMPANY SIGNATURE F�GISTERED Y/ N F� cu�En Y! N Address License # r 1 1 1 1 1 1 1 1 1 1 1/ 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-aW Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Constiucfion Plans, Stortnwater Plans w! Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sefs of Building Plans plus a Lffe Safery Page; (1) set of Energy Fortns. R-O-W Pertnit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construc[ion Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster Site Work Pertnit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construdion. 1 I.il 1 1 1 1 1 1 1 1 1 1 1 1 1 1�� 1 �' ' 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1' Directions: Fill oul application completely Owner & Contractor sign back of application, notarized If over Sz500, a Notice of Commencement is required. (A!C upgrades over j7500) "" Agent (for the conVactor) or Power of Atlomey (for the owner) would be someone wifh notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Fronl of Application Only) Reroofs ff shingles Sewers Service Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-Not over Counter if on public roadvrays..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" . which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not enfitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that TranspoRation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco Couniy Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended�: If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Nomeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certiiy that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OYVNER'S AFFIDAVIT I certiTy that all the information in this application is accurate and that alI work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 1 also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies inGude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Rurnvays. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certiTy that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certity that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. 1 understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancet, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OF CO N M NT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed and swo tp or atfirtned) before me this . '��? `` bY b ) Who islare personally known to me or has/have produced Who is/are rsonaHf� nown to me orh ave produced as identfication. as identification. -.��._y / ♦ �...-_... � Notary Public '� �� ' i' �y yyL� Notary Public Commission No. Co mission No. t �� ' r ° •.°�' Name of Notary ryped, printed or stamped Name of Notary ryped, printed or stamped �F • • * �� EXPfRE3: Dxemh� 2i, 2911 ��rFOFF�OP��e BMIdBd�UU811�l�NO�iI)/$NY�CR ✓ Steve Solomon 2083 58 Avenue Circle East Suite A Bradenton, FL 34203 March 10, 2011 To the city of Zephyrhills Building Department, This letter is to advise that Roger Graham is a representative of Steve Solomon and hereby is authorized to sign for and pick up permits or any other documents pertaining to the permits. Sincerely, - ;. � -�---L_. Steven P Solomon CBC 009819 2083 58 Avenue Circle East Suite A Bradenton, FL 34203 � // Subscribed and sworn before me this ,�� day of %" 2� ��....� . Personally appeared Steven P Solomon who is personally known. �t �pt�0.Y � �E� � ' G�'� * * MY C�MMISSION i DD 735100 ,� � EXFtt�E3: Dw�6�� 2611 , ''� Bonred TF�ru Budget tiMa Selvl�es �_ . � ry � �t.��l �'L-.-.,J ' Notary � . � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��%(�- �JCJ / � ��1 Date Received: `� — ��— � � Site: ��" �� Permit Type: d lLm � S Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. a �'�'�( Kalvin it r ans Examiner Date Contractor and/or Homeowner (Required when comments are present) Pasco County Parcel: 03-26-21-0010-00200-0011 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, March 12, 2011 Parcel ID 03-26-21-0010-00200-0011 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Property Value KING INVESTMENTS LLC Ag Land $0 6129 OLD PASCO RD Land $12,570 WESLEY CHAPEL FL 33544-3429 Building $0 Phvsical Address - See All 2 addresses (First Extra Features $543 Shown) 37730 DAUGHTERY RD Market Value �13,113 ZEPHYRHILLS FL 33541-4218 Assessed (Non-School Amendment Leaal Descri�tion (First a �ines) i� �13,ii3 ZH COL B 1 P 55 COM NW COR TR Taxabte Value $13,113 2THS10FfTHE25FfFOR POB TH E 120 FT TH S 305.6 FT MOL TO S BDY TR 2 TH W 120 Ff Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value � 0200 MSUBM OOAR 6,000.00 SF $1.38 1.00 $8,280 � 0200 MSUBM OOAR 9,000.00 SF $0.26 1.00 $2,340 � 0200 MSUBM OOAR 21,672.00 SF $0.09 1.00 $1,950 Additional Land Information Show Mineral Riahts - 1 Acres 0.84 Tax Area 30ZH FEMA Code � Residential Code ZHC LU4 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) � Line Description Year Units �- Value 1 � N PTO �— 1984 � 550 $543 � Sales History Previous Owner ]ETER MARY P Year Month Book/Page Type Amount 2005 � 08 6612 / 0463 �C $0 2005 08 6537 / 0984 W D �- $0 1982 �� 08 � 1205 / 1375 $30,000 http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21 &sbb=0010&b... 3/15/2011 � " A 7 � 7 a A M n � � A � � p � � N � � '; w { n' � � � D � _ �^ � D �^ � m 3 r m � � O v n � � � D m 3 °' Z a _ � � � _ � o o � C T v r w .A O �Tf � � A N � � � N � yr N N � � 0 � o m D d N � � ' � c m `" i �° � N k ' V `, � N o � ° o N � � '� � ,,. � � OD .. 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Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 565.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 565.00 WEST PALM BEACH FL 33409 Date Paid: 12/07/2010 Phone: (561)242-4814 Work Desc: INSTALLATION FIRE SPRINKLER SYSTEM BLDG TYPE III A 1 . 65. FIRE PLAN REVIEW FEES 200.00 � �' � ,'�-' / � � � � / FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." .� � c�� ` �.. CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 813-780-0020 Ci of Ze h rhills Fire I 223 tY P Y �! � Fax-813-780-0021 , � Permit Application Date Received Phone Contact for Permit . � n:; '�st��« Owner'sName Fort King Colony, Ltd Owner'sPhoneNumber 561 242 4814 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,F1 33409 FeeSimpleTitleholderName King Investments, LLC TiUeholderPhoneNumber C� �� FeeSimpleTiUeholderAddress 1409 Tech Boulevard Suite 1 Tam a F 6 9 ..vm:Pr.w:.�'�7ie�i��:�« . JobAddress 6830 Jeter Lane Zephyrhills, F1 33541 -2503 �ot# �� sub�ivision Parcel# 03-26-21 -001 0-01 400-0000 _.�:�_.�.��, . � Bio-Hazard Waste Storage - ANNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct a Hazardous Material (fier II or RQ Facility) ANNUAL � Controlled Bum a Hood Installation a Emergency Generator < 30 kw � LP/Natural Gas-Installation � Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL ❑ Ffrly emi �n er ❑ Sprinkler ❑ � ❑ Recreational Bum Fire Alarm � ❑ ❑ ❑ � � Sparklers Hood Cleaning � ❑ ❑ ❑� � Sprinkler System Installations Hood Suppression �❑ ❑ ❑ C� � Standpipes (Sprinkler Sys) � Fire Alarm Installation � Torch Roofingffar Kettle � Fire Pumps Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �.$ �j � Q Q �. �� Valuation of Project � Fuel Tanks Q Other: = : Contractor Company Signature Registered Y/ N Fee Current Y/ N Address License # ELECTRICIAN Company Signature Registered Y/ N Fee Current Y/ N Address License # PLUMBER Company Signature Registered Y/ N Fee Current Y/ N Address License # UECHANICAL Company Signature Registered Y/ N Fee Current Y/ N Address License # JTHER Company I Wayne Automatic Fire Sprinkler 3ignature � Registered Y/ N Fee Current Y/ N Address C err Palm Dr Tam License# 9846600012008 �: �irections: � Fill out applicaUon completely. Owner & Contractor sign back of application, notarized (Or, copy of signed conUact with owner) If over $2500, a Notice of Commencement is required (Mechanical work over g5000) Supply two (2) sets of drawings with applicable documentaGon Allow 10-14 days for review after submittal date. Parcel #- obtained from Property Tax No6ce (http://appraiser.pascogov.com) " NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed° restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW (Chapter 713, FloHda Statutes� as amended�. If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government age�cies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance If t am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days, the job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F S. 117.03) � OWNER OR AGENT CONTRACTOR � Subscribed and swom to (or atfirmed) before me this scrib n swom t r affi ed) ef re. e i by by Who is/are personally known to me or has/have produced W o is/are personally known to me as iden6fication. Notary Public Notary Public Commission No. Commission N . Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped �� P �� p �� ..,1/• w, =_" �e;. C. EYSTER ' �;;� ;►_ ��y COMMISSION # DD 723aa0 �`;Q;= EXPIpEg.October ' �'' Bonded Thru No 9 � 2011 +�. �. �.:,�,�. �Y Public UrMerwMers � Z��a�I�'I�Hi�LS F�� C3E��RT�IAEN�' 6907 Dairy Road, �ephyrhills, �L 33542 Fire t;hief Keirh Williams �us (8'13)`%80-0041 Fax (�i13) FIRE SERVICE USER FEES Occupancy No.: /,-,--/' Plan No.: � Contractor: �� ./� � �p� J ��,�'�� Business Name• n v,� Billing Address: - �� Bus�ness Address� � ��,., Business Phone No Billing Phone No � / Business Fax No.. Billing Fax No.: Contact. Contact_ PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE AIARM FEE 8 Site Plan N!C Annual N/C prinkler $50 tst Alarm N/C MultrFamilylCommercial O6 sf 1st Re-inspection N/C tandpipes $50 2nd Alarm N/C (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $SO 6th Alarm $Zpp 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 6 plus Heads � SPRINKLER SYSTEMS Fuel Tanks- Pe� ra�k $50 � STANOPIPE SYSTE liydro Undergrounds a45 y Sparklers $�pp Per Riser $5� Hydrostatic Test $6� per system Fire Works a5pp �a.r FIRE PUMP cceptance Test $4�'� system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM HoOdlDuCt $5p 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall AcceptanCe $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage �SO Annual Dry $50 Fire WaIUSmoke Wall $15 per vrali Genefatof < KW $�pp CO2 $50 LP Gas $25 per tank Generator >30 KW 150 Other $50 Natural Gas $25 pe� system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Oucts $50 Tent 10'x10' or greater $15 per eent Torch PoUApplied a5p OTHER Fire Pump $45 Haz. Materials �100 Annual LP Installa�ion per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installalion $50 Re-inSp2Ctt0f1 DBL ( Per System ) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours 8 Construction Insp N/C Emergency Vehicle Ac� 5 ,� 0 ��,� � FALSE ALARM PLANS TOTAL� —� INSPECTION TOTAL ��JL'( pERMIT TOTAL I�I TOTAL I __ I {�' �,-.f �� GRAND TOTAL Comments. Date ,� � InsA��ctor ,� � �"= Zephyrhills Fire Rescue C,907 Uairy Roac1, `I_,ephyrhills, I� L 335�2 Pire Marshal I�us (813) 78U-0041 Kerry 13arnetl F�aa (� I 3) 780-UU�� t;-mail: kbarnett�u;.tire.iephyrhills.fl.us Plan Review #: 14-108 � � �� Project: Automatic Fire Sprinkler & Standpipe Pages: 6 plus spec packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the Apartment buildings 1- 5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Install tampers are backflow preventor 2. Install signs above FDC's for sprinkler "FIRE SPRINKLER" and for standpipe "DRY STAND PIPE". Lettering shall be red reflective and 6" tall on white background. 3. Hydrants will be flow tested after installed. Hydrants shall be painted as directed by this authority. Inspection Required: 1. Pressure test on all standpipes and sprinkler systems 2. Pressure test on underground 3. Witness Flush 4. Acceptance test on all standpipes and sprinkler systems ,� .�_ r KERRY B RNE T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. CITY OF ZEPHYRHILLS 5335 - 8TH STREET � � (si3)�so-oo20 11222 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11222 Address: 6830 VISTA LAGO LP Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 565.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 565.00 WEST PALM BEACH FL 33409 Date Paid: 12/07/2010 Phone: (561)242-4814 Work Desc: INSTALLATION FIRE SPRINKLER SYSTEM BLDG TYPE III A FIRE PLAN REVIEW FEES 200.00 I � n / I � � . /� �� f � 1 FiRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." � E>�� - , '2 �., CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire Rescue C907 Uairy Road, Lephyrhills, I�L 335�42 I�ire Macshal I;us (813) 7�0-0041 Ker�•y 13arnett f�a� ($ I 3) 780-004�4 [?-mail: kbarnett(u,`,tire.iephyrhills.fl.us Plan Review #: 10-108 � ��_��..�. �_��.��.�-"�"""___._____ Project: Automatic Fire Sprinkler & Standpipe Pages: 6 plus spec packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the Apartment buildings 1- 5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Install tampers are backflow preventor 2. lnstall signs above FDC's for sprinkler "FIRE SPRINKLER" and for standpipe "DRY STAND PIPE". Lettering shall be red reflective and 6" tall on white background. 3. Hydrants will be flow tested after installed. Hydrants shall be painted as directed by this authority. Inspection Required: 1. Pressure test on all standpipes and sprinkler systems 2. Pressure test on underground 3. Witness Fiush 4. Acceptance test on all standpipes and sprinkler systems , KERRY B RNE T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. � Z��-�o��t�Hi�L� F�� D��ARTM�6�� 6907 Dairy Road, �ephyrhills, FL 33542 �ire t;h+ef Ke«h V'Jilli�ams �us (81�)%80�0041 Fax ($13)�78()-Ot��i� FIRE SERVICE USER FEES Occupancy No.: � Plan No.: � Contractor. � � /� L �p � ��` Business Name � � Billing Address: - Business Address. ��'1.�,�+ Business Phone No _ � Billing Phone No : Business Fax No . Billing Fax No.: Contact Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE SdePlan N/C Annual N/C prinkler $50 1stAlamt MultrFamdylCommercial O6 sf 1st Re-inspection N/C tand i s N�C p � $� 2nd Alarm N/C (Mmimum Charge 525.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm � Plan Rewswns DBL 3rd Re-inspection $25p N/C Hoods a50 4th Alarm g�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm SPRtNKLER SYSTEMS (Business closed until $t SO LP Gas 350 6th Alarm y� 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMP�IANCE 6 lus Heads $�� p $100 SPRINKLER SYSTEMS Fuel Tanks- ce , u�k $50 STANDPIPE SYSTEM ydro Undergrounds 345 Sparklers ��pp r Riser $ Hydrostatic Test $6�p� ,,, Flfe Works $Spp FIRE PUMP cceptance Test ' r sys�em Camp Fire g25 Per Pump $100 Hydrant Flow $ Controlled Burn a�pp FIRE ALARM SYSTEM HoOd/DUCt $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembl y �� Annual 26 plus Dev�ces $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS f2ecall Acceptance $SO Flammable Applica�io� $50 Anm�al We� $50 OTHER Waste Tire Stora e 9 �.� Annual �►Y $50 Fire Wall/Smoke Wall $15 Pe� wan Generator < Kyy gtpp CO2 $50 LP Gas $25 per tank G2ft�tOf >30 KW � 5Q Other $SO Natural Gas $25 a , s��m Bio-Hazard Waste a100 Annual KITCHEN EXHAUST Fumigation Tenting �5p � Hood/Ducts $50 7ent 10'xt0' or greater $15 per tent TorCh PoUApplied $5p OTHER Fire Pump $45 Haz Materials $100 Annuel 8 lP Inslallation per tank $50 Fire Suppression $3p Fuel Tank Installatfon $50 System AcceptanGe (Per Tank) $50 8 Exhaust Hood/Duct $30 � Nalural Gas Installalion $SO Re-inspection DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hOUfS Construction Insp N/C Emergency Vehicle Ac� $50 / FALSE ALARM PLANS TOTA�� INSPECTION TOTAL�� f�� PERMIT TOTAL�� TOTAII `-- I GRAND TOTAL r ,�["/T"1 Comments �'�—��--��J Date � � / Insg��ctor / , / � � ,� s�s-�ao-oozo City of Zephyrhills Fire �' l Z� x-813-780-0021 Permit Application Date Received Phone Contact for Permit .. . .. �crt�.:ts��:�ase�^:�casv�e.��.�ra:�� , . :: �'r�s+�,� _ owners Name FOr't Kirlg COlOriy � Ltd . Owners Phone Number 5 61 2 4 2 4 81 4 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,Fl 33409 Fee Simple Titleholder Name Ki ng Inves tment s, LLC TiUeholder Phone Number C� � C� FeeSimpleTitleholderAddress 1409 Tech Boulevard Suite 1 Tam a F 6 9 ..`Y'ill�S'a,*, .�"a•ke:.i�'s�`�".SSRnKi� �j JobAddress 6830 Jeter Lane Zephyrhills, F1 33541-2503 �ot# C� suboivision Parcel# 03-26-21 -001 0-01 400-0000 v,�,:�_.. a � Bio-Hazard Waste Storage - ANNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Materiai (Tier II or RQ Facility) ANNUAL � Controlled Bum � Hood Installation � Emergency Generator < 30 kw � LP/Natural Gas-Installation a Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL ❑ ry emi �n er ❑ Sprinkler ❑ ❑ ❑ Recreational Burn Fire Alarm � ❑ ❑ O � � Sparklers Hood Cleaning � ❑ O ❑� � Sprinkler System Installations Hood Suppression �❑ ❑ ❑� a Standpipes (Sprinkler Sys) � Fire Alarm Installation � Torch Roofing/Tar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �$ 5� � Q Q Valuation of Project � Fuel Tanks Q Other: rarta�k' Contractor Company Signature Registered Y/ N Fee Current Y/ N Address License # ELECTRICtAN Company Signature Registered Y/ N Fee Current Y/ N Address License # PLUMBER Company Signature Registered Y/ N Fee Current Y/ N Address License # 1AECHANICAL Company Signature Registered Y/ N Fee Curre�t Y/ N Address License # JTHER Company I Wayne Automatic Fire Sprinkler 3ignature Registered Y/ N Fee Current Y/ N Address C err Palm Dr Tam License# 9846600012008 �� , �irections: Fiil out application completely. Owner 8 Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over 35000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obta'ined from Property Tax Notice (http:/lappraiser.pascogov.com) NOTI�E OF DEED RESTRICTIONS. The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UN�ICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be ticensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible -If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW (Chapte� 713, FloHda Statutes� as amended): If valuation of work is $2,500.00 or more, I ce�tify that I, the applicant, have been provided with a copy of the "Florida Construction Lien �aw—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I ce�tify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this a�davit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application A permit issued shall be construed to be a license to proceed with the woric and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the worlc is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. F�ORIDA JURAT (F.S. 117 03) OWNER OR AGENT CONTRACTOR �� Subscribed and swom to (or afRrmed) before me this S scri e� swom or a ef m thi by by Who is/are personally known to me or hasJhave produced W o is/are personally known to me as identification. Notary Public Notary Public Commission No. Commission No. � Name of Notary ryped, printed or stamped Name of Nota ry typed, printed or stamped �� `t � Y P �` � : C. EYSTER "� =a;�� MY COMMISSION q DD 72341p a,= EXPIRES. October 9, 2p11 Q�;;;4� Bonded Thru Notary Pub6c UndenvHtHf CITY OF ZEPHYRHILLS 5335 - 8TH STREET (si3)�so-oo20 11224 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11224 Address: 6950 VISTA LAGO LP Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Biock: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 565.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 565.00 WEST PALM BEACH FL 33409 Date Paid: 12/07/2010 Phone: (561)242-4814 Work Desc: INSTALLATION SPRINKLER SYSTEM BLDG TYPE III A i . . FIRE PLAN REVIEW FEES 200.00 : � �� , .�( � , FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN YOUR NOTICE OF COMMENCEMENT." � �\� t t_ 1� CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire l�escue (907 D airy Roaci leph}'rhills, F L 335�2 Pire Marshal 13uti (813) 7�0-0041 Kerry 13arnet� }�� (g I ;) 780-0U44 [?-mail: kbarnett�u),tir�.r.ephyrhills.fl.us Plan Review #: 10-108 V µY" --��~ - � 4 �� Project: Automatic Fire Sprinkler & Standpipe Pages: 6 plus spec packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the Apartment buildings 1- 5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. l. Install tampers are backflow preventor 2. Install signs above FDC's for sprinkler "FIRE SPRINKLER" and for standpipe "DRY STAND PIPE". Lettering shall be red reflective and 6" tall on white background. 3. Hydrants will be flow tested after installed. Hydrants shall be painted as directed by this authority. Inspection Required: 1. Pressure test on all standpipes and sprinkler systems 2. Pressure test on underground 3. Witness Flush 4. Acceptance test on all standpipes and sprinkler systems �' - KERRY B. RI�E T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at tlieir sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z�F=��Y�F�iLL� �8�� ARTMI��I� 66�J7 Dairy Road, �ephyrhills, FL 33542 Fire t;hief Keuh Vllilii�ams �us (813)%80�0041 F�x (F313)78U-0O�d� FIRE SERVICE USER FEES Occupancy No.: � Plan No.: .� Contractor� ��'_"" �� G �pC_ � //r��,[2,_ Business Name: n v,' Billing Address. - Business Address. - �.�,�° Business Phone No = `�' : _��j Billing Phone No.: / Business Fax No . Billing Fax No.. Contact Contact. PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE SitePlan N/C Annual N!C prinkler S50 1stAlarm MultrFam�ly/Commercial O6 Sf 15t Re-inspection N/C tand 1 N�C p � $� 2nd Alarm N/C (Mirnmum Charge �25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm � Plan Rewsons DBL 3rd Re-inspectlon $250 N/C Hoods E50 4th Alarm 4th Re-Ins $�� pection $500 Fire Alarm $50 Sth Alarm g� Sp SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm �5 Heads $50 violations corrected a2 � � Naturat Gas $SO N�N COMPLIANCE $150 lus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $50 � STANDPIPE SYSTEM � Hydro Undergrounds $ Sparklers a�pp r Riser $ 0 ydrostatic Test $6y 5, ys� Fire Works a500 FIRE PUMP Acceptance Test gqy 1 � per system Camp Fire g25 � Per Pump $100 - Hydrant Flow $75 Controlled Burn y� pp FIRE ALARM SYSTEM Hood/DuCt $50 0- 25 Devices $SO FIRE ALARM SYSTEM Place of Assembl Y $�JO Annual 26 plus Dev�ces $100 System Acceptance $50 Fire Protection gZ5 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $5p n,,,,,,,i Wet $50 OTHER Waste Tire Stora e 9 �550 nnnua� �rY $50 Fire WalllSmoke Wa11 $15 perwau Gene�Btof <!MI $�pp CO2 $SO LP Gas $25 per tank Generator >30 KV1! �50 Other $50 Natural Gas $25 per system Bio-Hazard Waste �100 Annuai KITCHEN EXHAUST Fumigation Tenting 35p � Hood/Ducts $5p Tent 10'x10' or greater $1 S per tent Torch PoUApplied �p OTHER Fire Pump $45 Haz. Materials �� Annual LP Inslallalion per tank $50 Fire Suppression a3p Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust HoodiDuct $30 � Nalural Gas Inslallation $SO Re DBL ( Per System ) (other than annua�) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 FALSE ALqRM PLANS TOTAL ��A�' INSPECTION TOTAL �� PERMIT TOTAL � �� TOTAL I _ I GRAND T07AL Commenfs Date � Insg��clor /�1�� - �I� 813-780-0020 City of Zephyrhills Fire ��(�� Fau-813-780-0021 Permit Application D9te ReCeived Phone Contact for Permit .��e�ss� , � �° , Owners Name Fort Ki ng COlOriy � Ltd . Owner's Phone Number 5 61 2 4 2 4 81 4 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,F1 33409 Fee Simple Titleholder Name Ki ng Inve s tment s, LLC TiUeholder Phone Number �� _ � FeeSimpleTiUeholderAddress 1409 Tech Boulevard Suite 1 Tam a F 36 9 J �� :�"�,:�'+A«� �6%f�A.';,� • JobAddress 6830 Jeter Lane Zephyrhills, F1 33541 -2503 I Lot # �_� suboivision Parcel# 03- 26-21-0010-01400-0000 � �.. � Bio-Hazard Waste Storage - ANNUAL � Fumigation Tent � Comm Exhaust Kitchen HoodlDuct � Hazardous Material (Tier II or RQ Facility) ANNUAL � Controlled Bum a Hood Installation � Emergency Generetor < 30 kw � LP/Natural Gas-Installation � Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL 3ale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL ❑ � emi � er ❑ Sprinkler ❑ ❑ ❑ Recreational Burn Fire Alarm � ❑ ❑ ❑ C� � Sparklers Hood Cleaning � ❑ ❑ ❑� � Sprinkler System Installations Hood Suppression �❑ ❑ ❑ C� � Standpipes (Sprinkler Sys) � Fire Alarm Installation � Torch Roofingffar Kettle a Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �.$ �j Q � �. � � Valuation of Project � Fuel Tanks . �, Q Other• Contractor Signature Company Registered Y/ N Fee Current Y/ N Address License # ELECTRICIAN Signature Company Registered Y/ N Fee Current Y/ N Address License # PLUMBER Signature Company Registered Y/ N Fee Current Y/ N Address License # UECHANICAL Signature Company Registered Y/ N Fee Current Y/ N Address License # JTHER � Com an � iignature ' p v Wayne Automatic Fire Sprinkler Registered Y/ N Fee Current Y/ N r Address C err Palm Dr Tam 9846600012008 �- . License # )irections: Fill out application completely. Owner 8 Contractor sign back of application, notarized (Or, copy of signed conUact with owner) If over $2500, a Notice of Commencement is required (Mechanical work over $5000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obtained from Properly Tax Notice (http:/lappraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW (Chapter T13� Florlda Statutas, as amended). If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Const►uction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that alt the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction 1 also certify that I understaAd that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, poofs, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building O�cial from thereafter requiring a correction of errors in plans, construction or violations of any codes Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FtNANCING� CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR �✓ Subscribed and swom to (or affirmed) before me this S cri swom o r ed) re.me his by by Who is/are personally known to me or has/have produced Wh is/are personally known to me as iden6fication. Notary Public Notary Public Commission No. Commission No. � Name of Notary typed, printed or stamped Name of Nota ry typed, printed or stamped ....�. r � y 1r'�,�Y t "�•,, C. EYSTER ;.: �'r MY COMMISSION # DD 723440 I ' ;�� XPIRE9: October 8, 2.011 �"'� aY � Bondpd Thru Notary Pubhc Undpiwntars CITY OF ZEPHYRHILLS 5335 - 8TH STREET (si3)�so-oozo 11225 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11225 Address: 6980 VISTA LAGO LP Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 565.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 565.00 WEST PALM BEACH FL 33409 Date Paid: 12/07/2010 Phone: (561)242-4814 Work Desc: INSTALLATION FIRES SPRINKLER SYSTEM BLDG VXIII I . 5. FIRE PLAN REVIEW FEES 200.00 � h �� : FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." �F� � � CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal OfFce - 813-780-0041 , 813-780-0020 City of Zephyrhills Fire ,�{- �/� 2� Fau-813-780-0021 Permit Application •�" � 1� Date Receroed Phone Contact for Permit � u. e . .. - «....��s:rs:�.:�::�s�•.�:�r.*a,��; �;,:�,�� owner'swame FoI't Kit1g Cololly� Ltd Owner'sPhoneNumber 561 242 4814 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,F1 33409 FeeSimpleTitleholderName King Investments, LLC TitleholderPhoneNumber �� Fee Simple TiUeholderAddress ��-�� ...,�:: �:��.�� .> ��_ 1409 Tech Boulevard Suite 1 Tam a F 3 6 JobAddress 6830 Jeter Lane Zephyrhills, F1 33541 -2503 � Lot # SubDivision Parce�# 03-26-21 -001 0-01 400-0000 �::� _.,��.��M��. .. � BiaHazard Waste Storage - ANNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material (iier II or RQ Facility) ANNUAL � Controlled Bum � Hood Installation � Emergency Generator < 30 kw � LP/Natural Gas-Installation a Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL ❑ � emi � er � Sprinkler ❑ ❑ ❑ Recreational Bum Fire Alartn � ❑ p ❑ � � Sparklers Hood Cleaning �❑ ❑ ❑� � Sprinkler System Insfallations Hood Suppression �❑ ❑ ❑ C� a Standpipes (Sprinkler Sys) a Fire Alarm Installation � Torch Roofing/Tar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �'$ rj � 0 � �. � �� Valuation of Project � Fuel Tanks Q Other� Contractor Signature Company Registered Y/ N Fee Current Y/ N Address License # ELECTRICIAN Signature Company Registered Y/ N Fee CuRent Y/ N Address License # PLUMBER Signature Company Registered Y/ N Fee Current Y/ N Address License # NECHANICAL Signature Company Registered Y/ N Fee Current Y/ N Address License # iignature Company I Wayne Automatic Fire Sprinkler Registered Y/ N Fee Current Y/ N Address 6 C err Palm Dr Tam License# ��' 9846600012008 ��t�o�s: FiII out application completely. Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over 55000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obtained from Properiy Tax Notice (http://appraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS• The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES. If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contracto� Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW (Chapter 713, Florlda Statutes, as amended): If valuation of work is $2,500.00 or more, 1 certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT� I certify that all the information in this application is accurate and that all work witl be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this a�davit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a(icense to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, no� shall issuance of a permit prevent the Building O�cial from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninery (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO 08TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR � Subscribed and swom to (or affirmed) before me this sc n swo b (o ed bef m this Who islare personally known to me or haslhave roduced by P o is/are personally known to me as identification. � ;.+ „e;s� tinn. Notary Public Notary Public Commission No. Commission No. • a Name of Notary typed, printed or stamped Name of Nota ry typed, printed or stamped '"�R" "�ry't,. C. EYSTER �� : ;� +� MY COMMISSION # DD 723440 "^ ::�� ' EXPIRES: October 9, 2011 �'%df �4y� 0 on� Thru Notary Pubtic Underwnters Z��=�y�`��F��LL� F�� EPARTME�T 69Q7 Dairy Road, Zephyrhiils, FL 33542 Fire t;hief Keuh Wilii�ms �us (8'13)�%80wOn41 F�x (f�13)78(}-0Od� FIRE SERVICE USER FEES Occupancy No.: _ �- Plan No.: � . Contractor: ��5� �' �pC- � /��/ ,�_ Business Name� a� Billing Address. - � Business Address l'' ��_ Business Phone No Billing Phone No.: "� Business Fax No . Billing Fax No.. Contact Contact. PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Sde Plan N!C Annual N/C Sprinkler 350 tst Alarm N!C Multi-Family/Commercial 06 sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (M�nimum Charge S25 00 2nd Re-mspection $100 Fire Pump $50 3rd Alarm N/C � Plan Rewsions DBL 3rd Re-inspection $250 Hoods S50 41h Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm g� Sp SPRINKLER SYSTEMS (Business closed until LP Gas $SO 6th Alarm $200 0- 25 Heeds $50 vi018tiO�S COffECtfd) Natural Gas $SO NON COMPLIANCE $� rjQ 6 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $SO STANDPIPE SYSTEM ydro Undergrounds 345� Sparklers a�pp er Riser � Hydrostatic Test $6�" ystem Fire Works $Spp FIRE PUMP Acceptance Test $4� r system Camp Fire $25 Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/puct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 p►us Devices $100 System Acceptance S50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Anm,al Wet $50 OTHER Waste Tire Storage �$O Annual �ry $SO Fire WalllSmoke Wall $15 Pe�",�u Ge�erator < KW gtpp CO2 $50 LP Gas $25 pertank Generator >30 KVI/ 15p Other $50 Natural Gas $25 per system Bio-Hazard Waste 3100 Annual KITCHEN EXHAUST Fumigation Tenting $5p � Hood/Ducts $50 Tent 10'x10' or greater $15 per ieot TorCh Pot/Applied y,5p OTHER Fire Pump $45 Haz. Materials $100 n�,,,, LP Installalio� per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $30 � Nalural Gas Installafion $50 Re-inspechon DBL ( Per System ) {other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle Aa $50 / � FALSE ALARM PLAN5 TOTALI`7�i�, '� INSPECTION TOTAL� PERMIT TOTAL� TOTALI I � �.� GRAND TOTAL �— Comments Date n • ,� Insg��ctor s� � j�� Zephyrhills Fire Rescue C,907 Uairy Roaci, lephyrhills, I�L 335�2 Piee Marshal 13i.�s (813) 78U-0041 Kercy 13arnetL F�aa (81 i) 780-U044 [_�,-mail: khar�lett;�r;.(ire.ienhyrhills.fl.us Plan Review #: 10-108 Project: Automatic Fire Sprinkler & Standpipe Pages: 6 plus spec packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the Apartment buildings 1- 5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Install tampers are backflow preventor 2. Install signs above FDC's for sprinkler "FIRE SPRINKLER" and for standpipe "DRY STAND PIPE". Lettering shall be red reflective and 6" tall on white background. 3. Hydrants will be flow tested after installed. Hydrants shall be painted as directed by this authority. Inspection Required: 1. Pressure test on all standpipes and sprinkler systems 2. Pressure test on underground 3. Witness Flush 4. Acceptance test on all standpipes and sprinkler systems ,% . _ KERRY B- RNE T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. CITY OF ZEPHYRHILLS 5335 - 8TH STREET ' �si3pso-oo20 11226 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11226 Address: 6885 AQUA VISTA DR Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 565.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: WEST PALM BEACH FL 33409 Date Paid: Phone: Work Desc: INSTALLATION FIRE SPRINKLER SYSTEM BLDG TYPE III i . . FIRE INSPECTION FEES 265.00 r � � � l 1 � � ,� FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." . � ONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 - s�s-�ao-oozo City of Zephyrhills Fire I /� �� Fax-813-780-0021 Permit Application �/' �� /' Date ReCeived Phone ConTact for Pertnit Owner'sName Fort King Colony, Ltd Owner'sPhoneNumber 561 242 4814 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,F1 33409 FeeSimpleTitleholderName King Investments, LLC TiUeholderPhoneNumber �� C� � FeeSimpleTitleholderAddress 1409 Tech Boulevard $Ult2 1 Tam a F .��+ta��:.�. JobAddress 6830 Jeter Lane Zephyrhills, Fl 33541-2503 � Lot # sub�ivis+on Parcel# 03-26-21-0010-01400-0000 �:�:� . � Bio-Hazard Waste Storage - ANNUAL � Fumigation Tent a Comm Exhaust Kitchen Hood/Duct � Hazardous Material (Tier II or RQ Facility) ANNUAL � Controlled Bum � Hood Installation � Emergency Generator < 30 kw � LP/Natural Gaslnstallation � Emergency Generator > 30 kw � LPlNatural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL ❑ � emi � er ❑ Sprinkler ❑ ❑ ❑ ReCreational Bum Fire Alartn � ❑ ❑ ❑ C] � Sparklers Hood Cleaning � ❑ ❑ ❑�� ❑X Sprinkler System Installations Hood Suppression �❑ ❑ ❑ C� � Standpipes (Sprinkler Sys) � Fire Alarm installation � Torch Roofing/Tar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �$ rj Q � 0. � � Valuation of Project � Fuel Tanks Q Other: Contractor Company Signature Registered Y/ N Fee Current Y/ N Address License # ELECTRICIAN Company Signature Registered Y/ N Fee Current Y/ N Address License # PLUMBER Company Signature Registered Y/ N Fee CuRent Y/ N Address License # �1ECHANtCAL Company Signature Registered Y/ N Fee Current Y/ N Address License # JTHER Company I Wayne Automatic Fire Sprinkle 3ignature Registered Y/ N Fee Current Y/ N Address 6 C err Palm Dr Tam License# 9846600012008 �irections: Fill out application completely. Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over $5000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obtained from Property Tax Notice (http:/lappraiser.pascogov.com) � NOTICE OF DEEO RESTRICTIONS• The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW (Chapter 713, FloHda Statutes� as amended) If valuation of work is $2,500 00 or more, I ce�tify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'SlOWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building O�ciaf from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six {6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING� CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S 117.03) OWNER OR AGENT � Subscribed and swom to (or affirtned) before me this CONTRACTOR S c' e� swom t r ffi ed) �re e thi by by Who is/are personally known to me or has/have produced W is/are personally known to me ec�iaaN� as identification. Notary Public Notary Public Commission No. Commission No. ' 3 Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped � fti��• C. EYSTER � � � ` ; MY COMMISSION # DD 723440 r � Pti . , +:: . �,�r�` EXPIRES: October 9, 2011 � � Y ` °�} �� 8onded Thru Notary Pubpc Undervmters ` �:�- <.... -' ��'�l�iLL� F�� [�E�A6�TNI��T 69Q7 Dairy Road, Zephyrhills, FL 33542 �i�E t;hief Kei�h VlliNi�ams �us ($13)��80�0041 Faic (ti13)�78U-pt�Al� FIRE SERVICE USER FEES Occupancy No.: ,,�- Plan No.: Contractor. ,Q ../�j G �p� � ��'�� Business Name o,� Billing Address. - eusiness Address� Z.� ��'�� Business Phone No _ Billing Phone No.• ", Business Fax No. Billing Fax No.. Contact Contact� PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual NJC rinkler $50 tst Alarm N/C Multi-Family/Commeraal 06 sf 1 st Re-inspection N/C andpipes $50 2nd Alarm N/C (Mmimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Rewsions D8L 3rd Re-inspection $250 Hoods $50 4th Alarm $�pp 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINK�ER SYSTEMS (Business closed until LP Gas $50 6th Alarm $Zpp 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 6 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� k $50 STANDPIPE SYSTEM Hydro Undergrounds S45y,�� Sparklers a�pp er R�ser $ 0 Hydrostatic Test $fi� ��,� m Fire Works �500 FIRE PUMP Acceptance Test system Camp Fire $25 Per Pump $100 Hydrant Flow $75 Controlled Burn $�pp FIRE ALARM SYSTEM Mood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $SO qnnual 26 plus Devices $100 System Acceptance $50 Fire Protection $ZS SUPPRESSION SYSTEMS Recall Acceptance $SO Flammable Application $50 qnnual We� $50 OTHER Waste Tire Storage �50 n�„uai Dry $50 Fire WalllSmoke Wall $15 �� Wan Generator < Ky1/ g�pp CO2 $50 LP Gas $25 pertank Generator >30 KVV tsp Other $50 Natural Gas $25 per system Bio-Hazard Waste a1 OO Annual KITCHEN EXHAUST Fumigation Tenting 35p � Hood/Ducfs $50 Tent 10'x10' or greater $15 per tern TorCh PoVApplied a50 OTHER Ftre Pump $45 Haz. Materials 3100 Annuel LP Inslallation per tank $Sb Fire Suppression $3p Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $30 � Nalural Gas Installalion $50 Re-inspection DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 houfs Construction Insp N/C Emergency Vehicle Aa $50 � r FALSE ALARM PLANS TOTAL� �jQ� � INSPECTION TOTALL�'� PERMIT TOTAL� I TOTALI __ I "�'1 GRAND TOTAL , —� Comments �-� Date �' fnsq��ctor !� � j/�' Zephyrhills F'ire 12escue C9U7 Dairy Roaci, 1_,ephyrhills, I 335�2 Pire Marshal 13us (813) 7�U-0041 Kerry 13arnett l�aa (81 >) 780-OU44 E?-mail: kharnett(a,`.tire.ie�hyrl�ills.fl.us Plan Review #: 10-108 Project: Automatic Fire Sprinkler & Standpipe Pages: 6 plus spec packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the Apartment buildings 1- 5 located at 6$30 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Install tampers are backflow preventor 2. lnstall signs above FDC's for sprinkler "FIRE SPRINKLER" and for standpipe "DRY STAND PIPE". Lettering shall be red reflective and 6" tall on white background. 3. Hydrants will be flow tested after installed. Hydrants shall be painted as directed by this authority. Inspection Required: 1. Pressure test on all standpipes and sprinkler systems 2. Pressure test on underground 3. Witness Flush 4. Acceptance test on all standpipes and sprinkler systems ,� .._ KERRY B RNE T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. 1t is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at tlieir sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. CITY OF ZEPHYRHILLS 5335 - 8TH STREET �sis��so-oozo 11300 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11300 Address: 6900 AQUA VISTA DR Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 85,000.00 Date Issued: 1/04/2011 Name: FORT KING COLONY LTD Total Fees: 307.56 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 307.56 WEST PALM BEACH, FL 33409 Date Paid: 1/04/2011 P one: (305)665-1146 Work Desc: INSTALLATION FIRE SPRINKLER L I .5 5. �+ � �G� � / (�`� � � V FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR NOTICE OF COMMENCEMENT." � 4 CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 ` WAYNE , Automatic Fire Sprinklers, Inc. Company's Name� Wavne Automatic Fire Sprinklers Inc. Qualifier Name Christoqher J Whigham License Number� 09846600012008 I hereby authorize the Citv of Zephvrhills to issue permits to Joe Tavlor Rich Jividen Tom Calabro Todd Onan and William Milliqan. Whose positions with my company are desiqn and Superintendent. Check one. () This authorization is good for the job at: ( X) Any and all permits until further notice The permit must be signed in front of the building official or his representative. I understand that I remain fully responsible for all acts performed under s id permits. /�/-Z3�/ � ��,�=-._ � Date License Holder Signature "** This action must bear the notarized signature of the license holder*** STATE OF FL D COUNTY OF � The foregoing instrument was acknowledged before me this day of D� r� ,�� ZoQ, b c h��j/�ii O�i a m ( name of the pe on ack owled gin g) ( SEAL ) Nota ignat e � � ,�,.�.°. �,�.,�� _.r,.�_ Personally/Professionally Known ='�°` �' C. EYSTEF :`: .- MY COh7MISSION � Up 7 23G40 =:;F o.. �:;` EXPIRES. October 9, pp� ; -or- Produced Identification "�f,��d� BondedThruNotaryPubl;cUndenvniers Type of ID Produced Regional Office: 3226 Cherry Palm Drive • Tampa, FL. 33619 • Phone: (813) 630-0303 Fax: (813) 630-0312 Ocoee • Pompano • Fort Myers • Jacksonville • Porf St Lucie • Concord, NC ZEF��tYRHILLS FtRE DEPARTMENT 6907 Dairy Road, Zephyrhilis, FL 33542 Fire Chief Keith Williams , Bus (813)780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: �- Plan No.: l bv Contractor: /r� , GY'rL' G�� Business Name: �T .n �� .�� Billing Address: Business Address: Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE Site Plan N/C Annual N/C Sprinkler a50 1stAlarm N/C A MuRi .O6 Sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C 3 � Minimum Char e a25.00 2nd R�ins � 9 pection $100 Fire Pump a50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm �50 5th Alarm $t 50 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0- 25 Heads aSO VIOI2t10l1S COR�2(�� Natural Gas �SO NON COMPLIANCE $� SO 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �r ��k g5p STANDPIPE SYSTEM Hydro Undergrounds a45 Sparlders $100 � Per Riser $50 Hydrostatic Test $65 Pe� system Fire Works $500 FIRE PUMP Acceptance Test a45 ��Sy�,„ Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $$O Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $SO Annual Wet $50 OTHER }� Waste Tire Storage $$O Annual �rY S50 Fire WalUSmoke Wall $1@' erwall Genefator < �(�/ $100 CO2 $50 LP Gas $25 Per��k Generator >30 KW 150 Other $50 Natural Gas a25 per sys�em Bio-Hazard Waste al OO Annual KITCHEN EXHAUST Fumigation TeMing $50 � Hood/Ducts $50 TeM 10'x70' or greater $15 arte�� Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank a50 Fire Suppression a30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 E�aust Hood/Duct a30 � Natural Gas Installation $50 Re-inspeCtion DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac $50 FALSE ALARM PLANS TOTAL� /�� INSPECTION TOTAL � PERMIT TOTAL � TOTAL �] �/� ` � f � GRAND TOTAL � � Comments: Date: �-/ Ins��ctor� /' � Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780-0041 Kerry Barnett Fax (813) 780-0044 E-mail: kbarnett@fire.zephyrhills.fl.us Plan Review #: 10-100 Project: New Constxuction Number of Pages: 32 September 15, 2010 I have received and reviewed the revised plans for the construction of the clubhouse located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit contractor acknowledges to comply with the items below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. The plans that were submitted noted a fire sprinkler system installed in the laundry, as the code requires. Be advised separate plans are required to be submitted to obtain a permit to install the fire sprinkler system. 2. With the fire sprinkler system, a fire alarm is required to monitor that system. Separate plans are required to be submitted to obtain a permit to install the fire alann system. 3. This building is being constructed with lightweight trusses. Per 69A-60.008 a lightweight truss sign shall be installed at the main door at a height of 4-6 ft. 4. Prior to a final approval given an assembly permit will be required to be obtained from the Building Department due to this structure being assembly occupancy. (City Resolution) 5. The rated ceiling in the laundry room has no listing. Please submit a UL listed assembly to obtain that 1 hr rating. The submittal shall be sent to this authority prior to installing that ceiling for approval. 6. The AHU installed in the mechanical room appear to be creating a room plenum. If so, no storage can be installed in the mechanical rooms and the AHU shall have duct detectors installed with remote key switches to allow for reset. The AHU's shall be numbered as such. 7. An application has been supplied to obtain a Knox Box that shall be located at the main entrance at a height of 6 feet. 8. Ensure all interior finish meets the required rating for an assembly area. 9. There was no UL listing showing how penetrations to the rated walls and ceiling in the laundry room are to be taken care keeping the rated integrity of the 1 hour rating. The method used shall be provided to this authority for approval. 10. Any access panels where valve to utilities are located shall be labeled appropriately. 11. Label on doors for mechanical and/or electrical rooms as such. 2 12. 6" numerical are required for the address. " Inspection Required: 1. Firewall/ceiling screw inspection required for each layer applied. 2. FirewalUceiling final 3. Construction Final KERRY BARNETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. ' sis-�so-oo2o City of Zephyrhil�s Fire �) � 3(� Fax-813-780-0021 Permit Application Date Received Phone Contact for Pertnit . ��r:� . _ ��° � .., Owner's Name Fort K1IIg CO1 Oriy � Ltd . Owner's Phone Number 5 61 2 4 2 4 81 4 Owner'sAddress 580 Villa e Blvd. Suite 360 W.P.B,F1 33409 FeeSimpleTitleholderName King Investments, LLC � � �� TiUeholder Phone Number �_� FeeSimpleTiUeholderAddress 1409 Tech Boulevard SUl'tE' 1 Tam a F 6 .;�`�xa�t� . �a'�:-<_ JobAddress �-�-��--��r Lane Zephyrhills, Fl 33541-2503 (�� Lot # L__ 5ub Division �'�- � '` � � �,: �::��° Parce�# 03-26-21 -001 0-01 400-0000 � Bio-Hazard Waste Storage -/WNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material (Tier II or RQ Faciliry) ANNUAL a Controlled Burn � Hood InstallaUon a Emergency Generator < 30 kw � LP/Natural Gas-InstallaGon � Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL a Places of Assembly-/WNUAL ❑ � emi �n er ❑ Sprinkler ❑ ❑ O ReCreaGonal Bum Fire Alarm � ❑ ❑ ❑ C� � Sparklers Hood Cleaning � ❑ ❑ ❑ C� � Sprinkler System Installations Hood Suppression � ❑ ❑ ❑� a Standpipes (Sprinkler Sys) � Fire Alarm Installation � Torch Roofing/Tar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Flammable Application- ANNUAL �:$ �j Q Q �. � � Valuation of Project � Fuel Tanks � Q Other: Contractor Signature Company Registered Y/ N Fee Current Y/ N Address License # ELECTRICIAN Signature Company Registered Y/ N Fee Current Y/ N Address License # PLUMBER Signature Company Registered Y/ N Fee Current Y/ N Address License # HECHANICAL 5ignature Company Registered Y/ N Fee Current Y/ N Address License # JTHER Company I Wayne Automatic Fire Sprinkler 3ignature Registered Y/ N Fee Current Y/ N Address C err Palm Dr Tam �- License# 9846600012008 �irections: Fill out applicaGon completely Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over 55000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obtained from Property Tax Notice (http:/lappraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed° restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owne� has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—�icensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW (Chapter 713� Florida Statutes, as amended): If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the appticant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building O�cial from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninery (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOROING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirtned) before me this S sc ' b `��' G �p�{1 �ycJ swom to a ) b o rp this Who is/are personally known to me or has/have roduced �J1�L � P Wh is/are personally known to me as identification. Notary Public Notary Public Commission No. Commission No. • Name of Notary typed, printed or stamped Name of Nota ry ryped, printed or stamped ,� �*� �"""'• C. EYSTER .. .v,� �; .: � MY COMMISSION # DD 72344p �g EXPIRES: October 9, 2011 Qf �. Banded Thru Noqry Publis Undenvrltp�g � � Title: Shop Drawing Review Comments [Clone] � �� ARCFI[TE�TS REVIEVMt t� F�R GENERAL C�CiFf�iMAPiC� WiTti THE QESIGt�1 IN'tENT_ MARKfhI�S SHALL N�}T RELlEVE THE CflNTRACT�R, SUBCt}NTRAG7CJR, OR SUPPtJER FROM Ct3T�LIAN�E WiTH THE P1�hIS, S�'ECIFECATIC31rIS, RMD ALL APPLt�C,4�BLE CC}L�S. THE CCNJ"fRA�TC�Ft REIWAl1VS RESPiD�JSlBLE FK)R: DETA�S AND ACCiJRAC'1; CHECKING AND CC1RR£LATING ALL �[1A�F�1T[T1ES ANQ DIMENSFONS; SELEGTING F,4BWCATtO�N PROCESSES, MEANS 8� AAETHCX'1S; TECIiNIQUES OF ASS�Iu�LY, C�OQ�NAT[C7t�1 �7F ThfE WORIG, AF�id PERFORMING ALL WaDRK IM1F A',.�'+AFE AP�iD SAT1SFFiCTC�t1' N1ANh�R. Project Name Fort King Colony Project Number 2651 Submitted By � First Florida / Wayne Review Item fire sprinklers Reviewed By Jen T. Date ° 08/20/2010 10:29 AM Architects Review Response Required �No Exceptions Taken �Corred & Issue for Const. �Reviewed 0.s Noted �Correct & Resubmit for Review �Rejected �Submit Specified Item �Issue For Construction Comments Email , MATERIAL DATA PACKAGE SUBMITTAL For Fort King Colony Apartments Zephyrhilis, Florida WAFS PROJECT NO. WC100500 CONTENTS • HYDRAULIC CALCULATIONS • SPRINKLER HEAD & ACCESSORIES • PIPE • FITTINGS • HANGERS • VALVES IlUBMIT'Y'E� P'l-AN(S)1lAVE HEEN R�iVIEW� • M I S C& E L E C T R I CA L Date: EP�RHILL FI MARSHAL' S OFFICE �.�►;�W.�: WAII�IVE Automatic Fire Sprinklers, Inc. CORP�RATE OFFICE 222 CAPiTOL COURT • OCOEE, FLORIDA 34761-3033 407-656-3030 • FAX: 407-656-8026 EMERGENCY: 407-656-8946 . � ' _ Automatic F�r� Sprir�klers, In�. ';.��F� ., ! I � ' ;' 1 } ,,�;, '� R .1 ` �, ;I� 1.I �� , � �i. , I ; I� i'. , I ' .i .t �F' i� ' •l ,;i . , , �;�� ; � �� . Hszard Fire Protection Engineering, Inc. ��2 CAPITOL COURT OCOEE, FL 34761 PH: (407) 877-5578 FAX: (407} 656-80�6 Certificete of Authorization Number 29038 Robert J. Dewar, P.E. License Na. 70937 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc 3226 Cherry palm Dr. Tampa, FI. 33619 813-630-0303 Job Name � Ft. King Colony Drawing . FP2 Location : Bldg Type III/IIIA Design Area : SP Contract . WC100500 Data File STANDPIPE.WXF ,��'' �`"��'�-�'' �'/i�l�� Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 W�yne Ai,tomatic Page 1 • Ft. King Colony Date 8-11-10 HYDRAUL/C CALCULAT/ONS for Project name: Ft King Colony Apartments Location: Bidg Type III/IIIA Drawing no: FP2 Date: 08/11 /10 Design Remote area number: SP Remote area locafion: Bidg Type III/IIIA/XVII Occupancy classification: Residential Densify: N/A - Gpm/SqFt Area of application: N/A - SqFt Coverage persprinkler: N/A - SqFt Type of sprinklers calculated: N/A No. of sprinklers calculated: N/A In-rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 500.00 - GPM@ 119 334 - Psi Type of system: DRY Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of confractor: Wayne Automatic Fire Sprinklers Address: 3226 Cherry Palm Drive Phone number: 813-630-0303 Name of designer: Ryan Peterson Authority having jurisdiction: Zephyrhills, Florida Notes: (Include peaking information or gridded systems here.) DRY STANDPIPE SYSTEM Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 I ` . 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C- . � C � � O � p � � Q- • � � L � L.L Li Q � cn � � J LL � Z W O tA (6 � Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 - Ft King Colony Date 8-11-10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. STD 25 0 100 0 na 500 0 FDC 3 0 119 33 na The maximum velocity is 11 and it occurs in the pipe between nodes STD and FDC Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen-Williams W�yne Automatic Page 5 ' Ft. King Colony Date 8-11-10 Hyd Qa Dia. Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv '`*'"`*** Notes ****** Point Qt Pf/Ft Eqv Ln. Total Pf Pn STD 499 99 4.31 61 39.0 75.000 100.000 Qa = 500 to 100.0 1 S 21 883 60 882 9.528 FDC 499 99 0.0722 0 0 135 882 9.806 Vel = 11.00 0.0 499.99 119.334 K Factor = 45.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 1 � A��amatic Fir� Sprir�klers� Inc. , . .,� , r. , ; E ,l L � r �'�, ' � -� li'. ; I ;I ; �, �i' ,r' % ` , I ��, �i j I I, 'r i , ,I , � � I � � I I _ i �� I� �" ;� i ��I� ,I '' �� /� �� , � � �� i + � . , Hazard Fire Protection Engineering, Inc. �ZZ CAPITOL COURT OCOEE, FL 34761 PH: f401? 877-5578 FAX: (407) 656-8026 Certificate of Authorization Number 29036 Robert J. Dewar, P.E. License No. 70937 Hydraulic Calculations WAYNE AUTOMATIC FIRE SPRINKLERS, INC 222 CAPITOL COURT OCOEE, FL 34761 407-656-3030 Job Name Ft. King Colony Drawing : FP3 Location . Bldg Type III Unit B1 Design Area � 32 Contract WC100500 Data File 32.WXF �� '�� ra Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WAYNE A Page 1 - Ft. King Colony Date 08/17/10 HYDRAULIC CALCULATIONS for Project name: Ft King Colony Apartments Location: Bldg Type III Unit 61 Drawing no: FP3 Date: 08/11 /10 Design Remote area number: 32 Remofe area location: Bldg Type III Unit B1 Occupancy classificafion: Residential Density: >.05 - Gpm/SqFt Area of application: N/A - SqFt Coverage per sprinkler: N/A - SqFt Type of sprinklers calculated: Residential No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 20.02 - GPM @ 49.86 - Psi Type of system: Wet Volume of dry or preaction system: - Gal Water supply information Date: 7/1 /10 Location: Ft. King Road - Near Site Source: Wayne Automatic Fire Sprinklers Name of contractor: Wayne Automatic Fire Sprinklers Address: 3226 Cherry Palm Drive Phone number: 813-630-0303 Name of designer: Ryan Peterson Authority having jurisdiction: Zephyrhills, Florida Notes: (Include peaking information or gridded systems here.) 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King Colony Date 08/17/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req S4 28.5 4 9 16 7 na 20 02 0 05 400 16 7 2 30.0 23.26 na 3 30 0 26 33 na 4 30 0 26.04 na 5 30 0 26 19 n a 6 30 0 27 69 na 7 20 0 31.26 na 8 20.0 31.24 na 9 20 0 32.2 na 10 20 0 32 18 na 11 20 0 32.23 na 12 10 0 35 72 na 13 10 0 36 67 na 14 10 0 36 89 na 15 100 3691 na TR3 10 0 3729 na BR3 1 0 41 31 na U1 -3 0 43 46 na U2 -3.0 43 46 na U3 -3 0 43 46 na U4 -3 0 43.46 na U5 -3 0 52.13 na U6 -3 0 52 13 na TEST 2 0 49 97 na The maximum velocity is 10.71 and it occurs in the pipe between nodes S4 and 2 Computer Proqrams bv Hydratec Inc. Route 111 Windham N H USA 03087 Final Calculations - Hazen-Williams WA�'NE A�JTOMATIC Page 5 Ft. King Colony Date 08/17/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln Total Pf Pn S4 20 02 0 874 2U 8.0 21.333 16 700 K Factor = 4 90 to 150.0 2R 2 0 13.000 -0.650 2 20 02 0.2099 1V 3.0 34.333 7 208 Vel = 10.71 00 20 02 23 258 K Factor = 4 15 * 2 20 02 0 874 1 R 1.0 9.250 23 258 to 150 0 1 V 3 0 4 000 0 0 4 20.02 0 2100 0 0 13 250 2.782 Vel = 10.71 00 20.02 26 040 K Factor = 3 92 * 3 -12 56 1 101 1 R 1 0 9 250 26.335 to 150 0 0 0 1 000 0 0 4 -12 56 -0.0288 0.0 10.250 -0 295 Vel = 4 23 4 20 02 1.101 1 R 1.0 12.250 26 040 to 150.0 0.0 1000 0.0 5 7 46 0 0109 0.0 13 250 0.145 Vel = 2.51 5 0 0 1 101 10R 10.0 121 625 26.185 to 150.0 1 V 5.0 15.000 0 0 6 7.46 0.0110 0.0 136.625 1 501 Vel = 2.51 00 7 46 27.686 K Factor = 1 42 * 3 12 56 1.101 2V 10.0 10 000 26.335 to 150.0 0.0 10 000 4 331 8 12.56 0.0288 0 0 20.000 0 575 Vel = 4.23 00 12 56 31.241 K Factor = 2.25 6 7 46 1.101 1 V 5.0 10.000 27 686 to 150.0 0.0 5.000 4 331 10 7.46 0 0109 0.0 15.000 0 164 Vel = 2 51 0.0 7 46 32.181 K Factor = 1 32 * 7 -6 52 1.101 1 R 1.0 1.500 31 263 to 150 0 0 0 1.000 0.0 8 -6 52 -0.0088 0.0 2 500 -0.022 Vel = 2.20 8 12 57 1.101 11 R 11.0 117 583 31.241 to 150.0 0.0 11.000 0.0 9 6 05 0.0074 0.0 128.583 0 957 Vel = 2.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen-Williams WA�YNE AJJTOMATIC Page 6 Ft. King Co l o ny Date 08/17/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv "`****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 -7.59 1 101 3R 3 0 25 500 32.198 to 150.0 0 0 3.000 0.0 10 -1 5 -0 0006 0 0 28.500 -0.017 Vel = 0 52 10 7 46 1 101 1 V 5 0 1 500 32.181 to 150 0 0.0 5.000 0.0 11 5.92 0 0072 0.0 6 500 0.047 Vel = 1 99 00 5 g2 32.228 K Factor = 1 04 * 7 6 52 1 101 1 V 5.0 10.000 31.263 to 150 0 0.0 5 000 4.331 12 6.52 0 0085 0.0 15 000 0 128 Vel = 2 20 00 6 52 35 722 K Factor = 1 09 9 7.59 1101 2V 10.0 11583 32.198 to 150.0 2U 10 0 20.000 4.331 14 7.59 0 0113 0 0 31 583 0 358 Vel = 2.56 0.0 7 59 36.887 K Factor = 1 .25 11 5 92 1 101 1 V 5 0 10.000 32.228 to 150 0 0.0 5 000 4.331 13 5 92 0 0071 0 0 15 000 0 107 Vel = 1.99 00 5 g2 36.666 K Factor = 0.98 * 12 6.52 1 101 12R 12 0 119.333 35.722 to 150 0 1 V 5 0 17.000 0.0 14 6.52 0.0085 0.0 136 333 1.165 Vel = 2.20 00 6.52 36.887 K Factor = 1 07 13 5 92 1.101 4R 4.0 26.750 36.666 to 150.0 0 0 4 000 0.0 14 5 92 0.0072 0 0 30 750 0.221 Vel = 1.99 14 14 10 1 598 1 R 1 0 0.833 36.887 to 150 0 0 0 1 000 0.0 15 20 02 0.0109 0.0 1 833 0.020 Vel = 3 20 15 0.0 1598 2R 2.0 25.500 36.907 to 150.0 1 U 7 0 9 000 0.0 TR3 20.02 0 0111 0.0 34 500 0.383 Vel = 3.20 TR3 0 0 2 003 2V 20 0 6 000 37.290 to 150.0 1 Z 6 482 26 482 3.898 BR3 20 02 0 0037 0 0 32 482 0.120 Vel = 2 04 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 .Final Calculations - Hazen-Williams WAYNE AUTOMATIC Page 7 Ft. King Colony Date 08/17/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln Total Pf Pn 0.0 20.02 41.308 K Factor = 3.11 * BR3 20 02 2.003 1V 10.0 90.000 41.308 to 150.0 1 B 2.917 22.252 1 732 U 1 20 02 0 0037 1 Eql 9 335 112 252 0.416 Vel = 2 04 U 1 -9 60 7 98 2F 27 183 285 000 43.456 to 150.0 0.0 27.182 0.0 U2 10.42 0.0 0.0 312.182 0.0 � Vel = 0.07 U 2 0.0 7.98 1 T 52 855 585 000 43 456 to 150.0 1 E 27 183 93 629 0.0 U3 10.42 0.0 1 F 13.591 678.629 0 001 Vel = 0.07 0.0 10 42 43 457 K Factor = 1 58 U 1 9.60 7.98 1 E 27 183 1045 000 43.456 to 150.0 2F 27.183 107 219 0 0 U3 9 6 0.0 1T 52.855 1152.219 0.001 Vel = 0.06 U3 10 42 7.98 2E 54.365 115 000 43 457 to 150.0 0 0 54.365 0 0 U4 20.02 0 0 0 0 169 365 0.001 Vel = 0 13 U4 0 0 8.45 3E 94.846 18.000 43.458 to 140.0 1 Zid 0.0 94 846 8.673 * Fixed loss = 8.673 U5 20 02 0.0 0 0 112 846 0 0 Vel = 0.11 U5 0.0 8.45 1T 61.474 115 000 52.131 to 140.0 0.0 61.474 0.0 U6 20.02 0.0 0 0 176 474 0 001 Vel = 0 11 U6 0 0 11 68 0.0 100.000 52 132 to 150.0 0.0 0.0 -2.166 TEST 20.02 0 0 0.0 100.000 0.0 Vel = 0.06 0.0 20 02 49.966 K Factor = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 A��om�tic Fir� Sprir�kler�, in�. :�� ° , , ,; i', , �., � ; ' , ,'' i'' 'E�;.;I � �., . �� ,�� f � ','� P � '�' ' � � � I, �,i ' �- ' � I , �� s ��/� f � �i � ' �� p ,{� ,� i6 � j � � [1 �•� • i I �,� tiP'�; . � � � � �� , 1 � �; ;�, Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH: (407? 877-5578 FAX: (407} 656-80�6 Certificate af Authorizetion Number 29038 Robert J. Dewar, P.E. License No. 70937 Hydraulic Calculations WAYNE AUTOMATIC FIRE SPRINKLERS, INC 222 CAPITOL COURT OCOEE, FL 34761 407-656-3030 Job Name Ft. King Colony Drawing . FP3 Location . Bldg Type III Unit B1 Design Area : 33 Contract WC100500 Data File : 33.WXF ��,��=�- �� ,v Computer Proqrams bv Hvdratec Inc. Route 111 Windham N.H USA 03087 WA�YNE A�UTOMATIC Page 1 �Ft. King Colony Date 08/07/10 HYDRAULIC CALCULATIONS for Project name: Ft King Colony Apartments Location: Bldg Type III Unit B1 Drawing no: FP3 Date: 08/17/10 Design Remote area number: 33 Remote area location: Bldg Type III Unit B1 Occupancy c/assification: Residential Density: >.05 - Gpm/SqFt Area of application: N/A - SqFt Coverage per sprinkler: N/A - SqFt Type of sprinklers calculated: Residential No. of sprinklers calculated: 4 !n-rack demand: N/A - GPM Hose streams: N/A - GPM Total wafer required (including hose streams): 49 80 - GPM @ 54 79 - Psi Type of system: Wet Volume of dry or preaction system: - Gal Water supply information Date: 7/1 /10 Location: Ft. King Road - Near Site Source: Wayne Automatic Fire Sprinklers Name of contractor: Wayne Automatic Fire Sprinklers Address: 3226 Cherry Palm Drive Phone number: 813-630-0303 Name of designer: Ryan Peterson Authority having jurisdiction: Zephyrhills, Florida Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 0 � �� c� ` �� cv o �� . .. . .. �� co ca � - o a � N ca 3N^E o�-va� �� o °E��E� ti fO��N� N ��N�N� W c� c/�'�'cn � -�� ;�a� c�NN OM ca ��0�2�CA � � � o M O O Q O c/) N � S Z E m t � c � N p U o � � �, N � 0 � U � C � U � d � � � � � O T o p Z = � � T � � � � @ J � LL o d O � O � � °- � � 0 U O � O r N O N O � CflNN � � � N 3 O J � � � � � NdLL � U >+� - - � � �-a�� O � Q d�� >+ � C (n � � � U Q �- 0 �(n�'� � Q Q � +� � � i � M � w V �UUU L z � � �o 0 0 0 0°o 0 0 0 0 0 0 0 0 0 � � Y � � r- � � � O� 00 I� CO t(� tt M N � c�a Q. v a� w cn cn �� w � �� . � � � ' N O(O NO 00 CO . 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C � � � (� � � � � (n � (6 Y U QJ Cn O j�'� C Q� O C � oc��oc�ooc�ii � L� � a '� � � � � � � +� f- � LA (0 � � � C � tA �� N T Q � � ��-+ fL L � �, ; c o>, ��.3 N° co � � T v ` O � � tn � � I- L » r � U >. �° a� a 3 � 3 'O t�n o�� F- � w a� � o � cn Q � u� c 4- cu � � Q � H > . p � � � � �--� ✓� � �� n F- w m L� `� cn tn N�(6 C - � � � � C m c o U 3 rn I� u� � �' +-. J� Q� Q � � I- p � m.n U o V U '� � � C� C �- � �, }; ` � � p a � cn uJ ti �c � � �� U� C O � QU a � i m a�io, � �� ± � � � c� fA w � NZ U`rnvUrnUUU'� (n �,�� C� r� rn� � ��?�. ui �•� N Q-�U +' Q Y � � r + . a c � � � N � �� -� ` �l > LL L� Q DO W ti � F- >> N N � � J L.L � Z W O tn (Q � �Pressure / Flow Summary - STANDARD WA�YNE A�l1TOMATIC Page 4 Ft. King Colony Date 08/07/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. S1 28 5 4 9 8 61 na 14 38 0 05 256 8.2 S2 28 5 4 g 13 5 na 18 0 0 05 324 13.5 S3 28 5 4 9 12 64 na 17 42 0 05 256 8•2 1 30.0 12 72 na 2 30.0 15 39 na 3 30 0 19 19 na 4 30 0 17 67 na 5 30 0 17.29 na 6 30 0 25 99 na 7 20 p 26 61 na g 20 0 26 5 na g 20.0 3139 na 10 20 0 31.28 na 11 20 0 31 53 na � 2 10 0 31 61 na 13 10 0 36 46 na 14 10 0 37 68 na 15 10 0 37 79 na TR3 10 0 39 85 na BR3 1 0 44 4 na U1 -3 0 48 37 na U2 -3 0 48.38 na U3 -3 0 48 38 na U4 -3.0 48 38 na U5 -3 0 56 96 na U6 -3 0 56 96 na TEST 2.0 54 8 na The maximum velocity is 17.01 and it occurs in the pipe between nodes 1 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen-Williams WA�YNE A,UTOMATIC Page 5 Ft. King Colony Date 08/07/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv Ln. Total Pf Pn S1 14 38 0.874 5R 5.0 32.874 8.610 K Factor = 4 90 to 150.0 1 U 4.0 9.000 -0.650 1 14 38 0.1138 0 0 41.874 4.764 Vel = 7.69 00 14 12.724 K Factor = 4 03 S2 18 00 0 874 2U 8 0 5.708 13 500 K Factor = 4 90 to 150.0 1 R 1 0 9.000 -0 650 2 18.0 0 1725 0 0 14.708 2.537 Vel = 9 63 0 0 15 387 K Factor = 4 59 18 00 S3 17 42 0.874 1V 3 0 1.500 12 643 K Factor = 4.90 to 150 0 0.0 3 000 -0.650 1 17 42 0.1624 0.0 4.500 0 731 Vel = 9 32 00 1 7 42 12.724 K Factor = 4.88 * - 1 31 80 0 874 1 R 1 0 5.250 12.724 to 150 0 1 V 3 0 4.000 0 0 5 31 8 0 4939 0 0 9 .250 4 569 Vel = 17.01 _ 0 0 � 7 293 K Factor = 7 65 31.80 - 2 18.00 0 874 1 R 1 0 9 250 15.387 to 150 0 1 V 3 0 4.000 0 0 4 18.0 0 1724 0 0 13.250 2 284 Vel = 9 63 0.0 18.00 17.671 K Factor = 4 28 _ * 3 -30.51 1 101 1 R 1 0 9.250 19.195 to 150.0 0.0 1.000 0.0 4 -30 51 -0 1487 0 0 10 250 -1 524 Vel = 10.28 4 18 00 1 101 1 R 1.0 12.250 17 671 to 150 0 0.0 1.000 0 0 5 -12.51 -0 0285 0 0 13.250 -0 378 Vel = 4.22 5 31 80 1 101 10R 10 0 121.625 17 293 to 150 0 1 V 5 0 15.000 0 0 6 19.29 0.0637 0.0 136 625 8 698 Vel = 6.50 00 � 9 29 25.991 K Factor = 3.78 * 3 30.51 1.101 2V 10.0 10 000 19 195 to 150 0 0.0 10.000 4 331 8 30 51 0 1486 0.0 20 000 2 972 Vel = 10 28 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 �Final Calculations - Hazen-Williams WAYNE P.UTOMATIC Page 6 �Ft. King Colony Date 08/07/10 Hyd Qa Dia. Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv Ln. Total Pf Pn 0.0 26 49$ K Factor = 5 93 30 51 - 6 19.29 1.101 1 V 5.0 10 000 25 991 to 150.0 0.0 5 000 4 331 10 19 29 0 0637 0 0 15.000 0.955 Vel = 6 50 0.0 � g 29 31 277 K Factor = 3 45 * 7 -15.90 1 101 1 R 1.0 1 500 26 610 to 150 0 0 0 1.000 0 0 8 -15 9 -0 0448 0.0 2 500 -0 112 Vel = 5.36 8 30.51 1 101 11 R 11.0 117.583 26 498 to 150 0 0.0 11.000 0 0 g 14.61 0 0381 0.0 128 583 4 895 Vel = 4 92 _ 9 -18 98 1 101 3R 3 0 25.500 31 393 to 150.0 0.0 3 000 0.0 10 -4.37 -0.0041 0 0 28.500 -0.116 Vel = 1.47 10 19 29 1 101 1 V 5.0 1 500 31.277 to 150.0 0.0 5 000 0 0 11 14.92 0.0395 0.0 6.500 0.257 Vel = 5 03 0.0 14.92 31 534 K Factor = 2.66 * _ 7 15.90 1.101 1 V 5.0 10.000 26.610 to 150 0 0 0 5 000 4 331 12 15.9 0.0445 0.0 15 000 0.667 Vel = 5 36 00 15.90 31 608 K Factor = 2 83 9 18 98 1.101 2V 10.0 11 583 31 393 to 150.0 2U 10.0 20 000 4.331 14 18.98 0.0618 0 0 31.583 1.952 Vel = 6.40 00 � g gg 37 676 K Factor = 3 09 11 14.92 1.101 1 V 5.0 10 000 31.534 to 150.0 0 0 5 000 4.331 13 14.92 0.0396 0.0 15.000 0.594 Vel = 5.03 00 14.92 36 459 K Factor = 2 47 * 12 15 90 1 101 12R 12.0 119 333 31 608 to 150.0 1 V 5.0 17 000 0 0 14 15 9 0 0445 0 0 136.333 6.068 Vel = 5.36 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Final Calculations - Hazen-Williams WA�(NE AUTOMATIC Page 7 Ft. King Colony Date 08/07/10 Hyd Qa Dia Fitting Pipe Pt Pt ******* ****** Ref "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv Ln. Total Pf Pn 0.0 37 676 K Factor = 2 59 15 90 13 14.92 1 101 4R 4.0 26 750 36 459 to 150 0 0.0 4.000 0 0 14 14 92 0 0396 0.0 30 750 1 217 Vel = 5.03 14 34 88 1.598 1 R 1 0 0.833 37 676 to 150.0 0 0 1 000 0 0 15 49.8 0.0600 0.0 1.833 0 110 Vel = 7 97 15 0 0 1.598 2R 2.0 25.500 37 786 to 150 0 1 U 7.0 9 000 0 0 TR3 49 8 0 0599 0 0 34.500 2 068 Vel = 7.97 TR3 0 0 2.003 2V 20 0 6 000 39 854 to 150.0 1 Z 6.482 26 482 3 898 BR3 49 8 0.0200 0.0 32.482 0.649 Vel = 5 07 0 0 44 401 K Factor = 7 47 49.80 * BR3 49 80 2.003 1V 10 0 90 000 44 401 to 150.0 1 B 2 917 22 252 1 732 U 1 49 8 0.0200 1 E I 9 335 112 252 2.241 Vel = 5 07 U 1 -23 88 7.98 2F 27 183 285 000 48 374 to 150.0 0 0 27.182 0 0 U2 25 92 0 0 0 0 312.182 0 002 Vel = 0 17 U2 0 0 7 98 1T 52 855 585.000 48 376 to 150.0 1 E 27 183 93 629 0 0 U3 25 92 0.0 1 F 13 591 678.629 0 004 Vel = 0 17 0 0 48 380 K Factor = 3.73 25.92 U 1 23 89 7.98 1 E 27 183 1045.000 48 374 to 150 0 2F 27 183 107 219 0 0 U3 23.89 0.0 1T 52.855 1152.219 0 006 Vel = 0 15 U3 25 91 7.98 2E 54 365 115.000 48 380 to 150 0 0 0 54.365 0 0 �4 49 8 0.0 0 0 169.365 0 004 Vel = 0 32 U4 0 0 8.45 3E 94.846 18.000 48 384 to 140 0 1 Zid 0.0 94.846 8 570 * Fixed loss = 8.57 U5 49.8 0 0 0.0 112.846 0 003 Vel = 0.28 U 5 0 0 8 45 1 T 61 474 115.000 56.957 to 140 0 0 0 61.474 0 0 U6 49.8 0 0 0.0 176 474 0 003 Vel = 0.28 _ U6 0 0 11 68 0 0 100.000 56.960 to 150.0 0.0 0.0 -2.166 TEST 49 8 0 0 0.0 100.000 0.001 Vel = 0 15 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 rinal Calculations - Hazen-Williams ;JVA�(NE A�ITOMATIC Page 8 Ft. King Colony Date 08/07/10 Hyd Qa Dia Fitting Pipe Pt Pt ******* ****** Ref "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn 0.0 54.795 K Factor = 6 73 49 80 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 . , A��omatic Fir�e Sprir�kler�, in�. ri �` , r , , . � � i i ;i; , ,' ' � ' �� ,;t � � ; I " ; �j, '� f ;` I � �� I I � �', I ��. j I� �,�� / t �:� I j, ' � I � ��L I lL� ;�� ri . i,�� ;� �.' . Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH: f407) 877-5576 FAX: (407} 656-8026 Certificete of Authorizetion Number 29038 Robert J. Dewar, P.E. Licenae No. 70937 Hydraulic Calculations WAYNE AUTOMATIC FIRE SPRINKLERS, INC 222 CAPITOL COURT OCOEE, FL 34761 407-656-3030 Job Name . Ft. King Colony Drawing FP4 Location Bldg Type III Unit A1 Design Area : 183 Contract WC100500 Data File 183 WXF � v v ' ��. �/��'!a Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 WAYNE F,UTOMATIC Page 1 - Ft. King Colony Date 08/17/10 HYDRAULIC CALCULATIONS for Project name: Ft King Colony Apartments Location: Bidg Type III Unit A1 Drawing no: FP4 Date: 08/17/10 Design Remote area number: 183 Remote area location: Bldg Type III Unit A1 Occupancy classification: Residential Density: >.05 - Gpm/SqFt Area of application: N/A - SqFt Coverage per sprinkler: N/A - SqFt Type of sprinklers calculated: Residential No. of sprinklers calcu/ated: 4 In-rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 53 40 - GPM @ 55 45 - Psi Type of system: Wet Volume of dry or preacfion system: - Gal Water supply information Date: 7/1 /10 Location: Ft. King Road - Near Site Source: Wayne Automatic Fire Sprinklers Name of contractor: Wayne Automatic Fire Sprinklers Address: 3226 Cherry Palm Drive Phone number: 813-630-0303 Name of designer: Ryan Peterson Aufhority having jurisdiction: Zephyrhills, Florida Notes: (lnclude peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 _ O � O c �� j � N O �M� � � � � . . � +� � � � � N � 3N^� o� c�a �� c o o�� o f N � �N� �� W (n tA��c� � -� i i i N i� C�NN Oc'� ca ��2�(A a� ti � � 0 M O � Q 0 � N � _ Z E m s a c � N p U o r � �, N � 0 � U � C � U 00 N � � O< � � Z 2 � T � �-' � � N � c�a J � LL o d O a� O � � � O U I O O N O N CO N N r . � � .� Na� p�j � U >+� — — � ~ �-�- � � � Q QU�� .� � �� tn C� Q � A (n� � � � p �(I)�d' V � Q Q � �--� � � i M V ��NN ;A w � �UUU � Z c � �� o 0 0 0 0 0 0 0 0 0 0 0 0 U � � � r � r- � 00 I� CO Lf') � M N � � �� a� W cn c� �� W � � � � ao N 'N O(D NO 00(D � _ � � � ti � �N O� N O� O O� � (� 0 t17 �� O� N O� O O� �� (6 N � 0 � o CO o � O M � O I� O O M N N N c- O(O O O N � � N � O� O O N ti � � a0 � a0 O ap � O M O O � M O a ov o v � �p � � I� O M O O r � 2 O z N � N C � � �� O N O O � � ` � N � c6 � U � � � � ��vo�oo� � LL � � .O � > � U N � cB M OoOC`70� OOaO �� a�-+ V � � (B � 'a � d .� � N C V � cv Q o M �I�MN��f� �'Q � L �� N o O � o � Z U � � U •— i. c N I�COMNr O �� N U LL Q �� Q N � � � � �,� �U �no �, o -p � v a N N�N��tf! � (A U� � � � � _ rn COL � �� \ � m � � � N � U � � N� N � a0 I� 00 cF � U `�� N =� (4 J �,� o°'� 3� o �— E� �� \ NM.-�COCOCOM � � � +�.. � �'� (6 � � i1. � � � � � L � a� N f° N� N� Y.Q � O �- � � � NNr N �� V (U � � N � � N �. (0 � ;� N ` O N U d O Q.. Q i N V Y+. c — � � O N \ O N � T [t V M N � � � f6 "'p � � � � � � � �, c � � � (0 (Q ;�. C p - 6 \ O N � O M O O N L1- � � � � ' � � � � � � ��' Q� �(0 N tn N � O o � N � � � + N a � � � �-�.. � ` � � I-- V ' j � • � C >, > c o >+ � � � � (B � U � � �' � t � Q O � � (� �-' � F- rt a ��' O c � "O tn 0�� N � � w � Q tn C (Q � Q ?� 3 � N � � � � j� o't W m O O �-� N C � � a m o 3� o a u- r`�'i �' �n a, a� o� ca co Q o � � c� ��o U o rn F- c.� y � C cA � J � Q- � . cn � u�i � o �� inw>�» c� � � � u� � ��' �� c o � Q U � � a�- �- aa a�•- E � :«, +_ � x � �' w o�z c�rnvc�o � �� c � � � a�� cn a� a� (n �� ca o .� �. � Z c J� ��- v> > rn �- � � Y m N + � � O � O '� � Q �U �. Q � � � e . r 'O C � � a v- � 'a 0 � � ti ii Q C� W it � F - >> N N � � � tL 4- Z W o cn ca �«- Pressure / Flow Summary - STANDARD WArYNE A,UTOMATIC Page 4 � Ft. King Colony Date 08/17/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. S1 28 5 4 9 9.23 na 14 89 0 05 256 8.2 S2 28.5 4 9 16 7 na 20 02 0 05 400 16.7 S3 28 5 4 9 14.24 na 18.49 0 05 256 8.2 4 30.0 14 4 na 2 30 0 22.25 na 3 30 0 20 41 na 5 30 0 19 9 na 6 30 0 26 88 na 7 20 0 29 6 na g 20 0 31 87 na 9 10.0 35 56 na 10 10 0 38 06 na 11 100 3941 na TR18 10 0 41 82 na BR18 1 0 46 46 na U 1 -3 0 49 03 na U2 -3 0 49 03 na U3 -3 0 49 04 na U4 -3 0 49 04 na U5 -3 0 57 61 na U6 -3 0 57 61 na TEST 2.0 55 45 na The maximum velocity is 17 85 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 Finai Calculations - Hazen-Williams WAYNE AJJTOMATIC Page 5 �Ft. King Colony Date 08/17/10 Hyd Qa Dia. Fitting Pipe Pt Pt n �� ,+****** Notes ****** Ref C or Ftng's Pe Pv Point Qt Pf/Ft Eqv Ln. Total Pf Pn S 1 14 89 0 874 5R 5.0 35.041 9.228 K Factor = 4 90 to 150.0 2U 8.0 13.000 -0 650 4 14.89 0 1213 0.0 48.041 5.827 Vel = 7 96 00 14 89 14 405 K Factor = 3.92 S2 20 02 0 874 2R 2 0 15 750 16.700 K Factor = 4 90 to 150.0 1 V 3.0 5 000 -0 650 3 20.02 0.2099 0.0 20.750 4 356 Vel = 10 71 0.0 20.02 20.406 K Factor = 4.43 S3 18 49 0.874 1V 3.0 1.500 14 240 K Factor = 4 90 to 150.0 0.0 3 000 -0 650 4 18.49 0.1811 0.0 4.500 0 815 Vel = 9 89 00 18.49 14.405 K Factor = 4.87 * 4 33 38 0.874 1 R 1.0 6.167 14 405 to 150.0 1 V 3 0 4. 000 0 0 5 33 38 0.5402 0.0 10.167 5 492 Vel = 17 85 00 33.38 19.897 K Factor = 7 48 � 2 -34.74 1.101 1 U 5.0 3.750 22.249 to 150.0 1 R 1.0 6 000 0 0 3 -34 74 -0.1890 0 0 9 750 -1.843 Vel = 11 71 3 20.03 1.101 1 R 1.0 12 208 20 406 to 150.0 0 0 1.000 0.0 5 -14 71 -0.0385 0 0 13.208 -0.509 Vel = 4.96 5 33.37 1.101 9R 9.0 97 624 19.897 to 150 0 2U 10.0 19 000 0 0 6 18 66 0 0599 0.0 116.624 6.980 Vel = 6 29 0.0 18 66 26 877 K Factor = 3.60 * 2 34 74 1.101 1 U 5.0 10 000 22.249 to 150 0 1 R 1.0 6.000 4 331 7 34 74 0.1889 0.0 16 000 3 023 Vel = 11 71 00 34 74 29.603 K F actor = 6 39 6 18 66 1.101 1 R 1 0 10.000 26.877 to 150 0 0.0 1 000 4.331 8 18.66 0 0599 0.0 11 000 0 659 Vel = 6.29 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 Final Calculations - Hazen-Williams WA�(NE AEITOMATIC Page 6 �Ft. King Colony Date 08/17/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****''** Notes ****** Point Qt Pf/Ft Eqv. Ln Total Pf Pn 0.0 18.66 31.867 K Factor = 3 31 * 7 9 04 1.101 11 R 11 0 113.582 29.603 to 150 0 2U 10 0 31.000 0.0 8 9 04 0.0157 2V 10 0 144 582 2.264 Vel = 3 05 0.0 9 04 31.867 K Factor = 1 60 * 7 25.70 1.101 1 U 5.0 10 000 29.603 to 150.0 0 0 5.000 4 331 g 25 7 0 1082 0.0 15.000 1.623 Vel = 8 66 0.0 25 70 35.557 K Factor = 4 31 8 27.70 1.101 1 U 5.0 10 000 31.867 to 150.0 0.0 5.000 4.331 10 27.7 0.1243 0 0 15.000 1.864 Vel = 9 33 _ 00 27 70 38 062 K Factor = 4 49 * 9 25 70 1 394 1 U 6.0 91 250 35.557 to 150 0 9R 9 0 21 000 0.0 11 25 7 0.0343 1 V 6.0 112 250 3.849 Vel = 5 40 0.0 25.70 39.406 K Factor = 4 09 10 27 70 1 394 1 U 6.0 20.125 38.062 to 150.0 2R 2.0 14.000 0.0 11 27 7 0.0394 1V 6 0 34.125 1.344 Vel = 5 82 11 25 70 1.598 2R 2 0 26.375 39.406 to 150.0 1 U 7 0 9.000 0 0 TR18 53 4 0.0682 0 0 35.375 2.414 Vel = 8 54 TR18 0 0 2.003 2V 20 0 6 000 41 820 to 150 0 1 Z 6 482 26.482 3.898 BR18 53 4 0 0227 0 0 32.482 0.737 Vel = 5.44 00 53.40 46.455 K Factor = 7 83 * BR18 53.40 2 003 1V 10 0 15 000 46 455 to 150 0 1 B 2.917 22.252 1 732 U2 53 4 0 0227 1 Eql 9 335 37 252 0.846 Vel = 5 44 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 �Final Calculations - Hazen-Williams WAYNE AUTOMATIC Page 7 Ft. King Colony Date 08/17/10 Hyd Qa Dia Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv Ln Total Pf Pn 0.0 53.40 49.033 K Factor = 7.63 U 1 -21.23 7.98 2F 27 183 285.000 49.035 to 150 0 0 0 27 182 0.0 U2 -21.23 0 0 0 0 312.182 -0 002 Vel = 0.14 U 2 53 40 7.98 1 T 52 855 585 000 49.033 to 150 0 1 E 27 183 93 629 0.0 U3 32 17 0 0 1 F 13 591 678.629 0 007 Vel = 0.21 0.0 32.17 49.040 K Factor = 4 59 U 1 21 23 7.98 1 E 27 183 1045 000 49.035 to 150 0 2F 27 183 107.219 0.0 U3 21.23 0.0 1T 52.855 1152.219 0.005 Vel = 0.14 U3 32.17 7.98 2E 54.365 115 000 49.040 to 150.0 0 0 54.365 0.0 U4 53.4 0.0 0 0 169.365 0.005 Vel = 0 34 U4 0 0 8 45 3E 94 846 18 000 49.045 to 140.0 1 Zid 0.0 94.846 8.560 * Fixed loss = 8 56 U5 53.4 0.0 0.0 112 846 0.003 Vel = 0 31 U5 0 0 8.45 1T 61 474 115 000 57 608 to 140.0 0 0 61 474 0.0 U6 53 4 0 0 0 0 176.474 0.004 Vel = 0 31 U6 0.0 11.68 0 0 100 000 57.612 to 150 0 0 0 0 0 -2.166 TEST 53 4 0 0 0.0 100.000 0.0 Vel = 0.16 0.0 53.40 55.446 K Factor = 7 17 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 � • ., � RESIDFNTIAL '"� AUTOMAT►C SPRINKLERS '„fiii � ' ` ' ° � "� p " , ��i A . : ,., : : .€ .� .' ,�.;_.r.,. �� MovE� GL4110 & GL491 D F1RE SPRiNKLER Ct�RPORATION PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4910 Residential Sprinklers have a low profile yet durable design which utilize a 3mm frangible � glass ampule as the thermosensitive element. They feature � economy, aesthetics and low flow The combination of the 3mm frangible glass ampule and i '�.;;`;. ; specially designed deflector makethe Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. X These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laborato- ries Inc. as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626, and should be used accord- ingly. These sprinklers should also be installed in accordance - � with the appropriate NFPA Standard 13,13D or 13R and underthe direction of the approving authorities having jurisdiction The heart of Globe's Model GL4110 and GL4910 sprinklers RESiQENT1AL proven actuating assembly is a hermetically sealed frangible PENDENT glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increas- ing the internal pressure At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA * See reverse side for Approvals and Specifications. * Temperature Rating - 155°F (68°C), 175°F (79°C). * Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars). • Maximum low temperature glass bulb rating is -67°F (-55°C) RESlDENTIAL � Frame - bronze • Deflector - brass • Screw - brass RECESSEDPENDENT • Bulb seat - copper • Spring - nickel alloy • Seal - teflon *� Bulb - glass with alcohol based solution, 3mm size � Escutcheon Assembly - steel • SPRINKLER TEMPERATURE RATING/CLASSIFlCATION and COLOR CODING CLASSIFICATION AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 155°F �. �i8°C R� 100°F 38°C INTff2M�lATE 175°F - 79°C Y�LOW 150°F 66°C 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846�583 • FAX989-846-9231 JANUARY2009 A-1 BULLETIN GL4110/GL4910, REV. #5 � R�SIDEIV T1AL AUTOMATIC SPR/NKLERS MooF� GL4110 & GL4910 PENDENT • RECESSED PENDENT SPEC/FICAT/ONS AND APPROVALS MODEL K FACTOR T SIZE D LENGTH FINISHES 155°F 175°F cULus NYC - DOB 6g°C 7g°C MEA 101-92-E Factory Bronze GL4110 4 1 (58 metric) Satin Chrome' 112" NPT 2 ��2 Chrome X X X X (6 4 cm) White Polyester� GL4910 N mgnal �68 metric) Black Polyesterz Lead Coated' ' FINISHES AVAILABLE ON SPECIAL ORDER. NOTE. METRIC CONVERSIONS ARE APPROXIMATE. " 175°F LISTED FOR UP TO 16' x 16' ROOM SIZE. 2 C-U.L. LISTED CORROSION RESISTANT - POLYESTER MUST BE SPECIFIED ON ORDER INSTALLATION DATA PENDENT AND RECESSED PENDENT MODEL MAXIMUM AREA MINIMUM WATER DISCHARGE & OF COVERAGE PRESSURES NEEDED PER SPRINKLER * 12'x12' 11 G.PM.-7.2PS1. GL4110 14'x14' 12G.P.M.-86PS1. 16'x16' 14G.PM -117PS1. PENDENT AND RECESSED PENDENT 12'x12' 13GPM -7P.S1. 14'x14' 14G.PM.-8.2PS1. GL4910 16'x16' 14GPM -8.2PS1. 18'x18' 18G.PM -13.5PS1. 20' x 20' 20 G.P.M - 16.7 P.S.I. 'WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS, A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED CROSS SECTION ORDERING INFORMATION 2 15/16" DIA. SPEId�" � 2" MIN. DIA. � Quantity • Model Number • Style HO�E IN CEILING , z9�3z• o�A • Orifice • Temperature • Finishes desired • Quantity - Wrenches - P/N 325390 -" �_-"� Reo�cE 2 • Quantity - Recessed Wrenches - PIN 325391 • Quantity - Proctective Caps - P/N 327109-CAP '; ,�8. M�N. (Friction Fit Recesed) s/a" Mnx. - GLOBE�' PRODUCT WARRANTY 3eo,� � _�__{ Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- 1" MIN. �E��NC ,,�2° M�. rial or workmanship for a period of one year from date c�P + of shipment. REfAINER For specific details of our warranty please refer to 1/2" ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale (Our Price List) hy- °� : ,:. :: r ,. 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 .... 989-846-4583 FAX 989-846-9231 .,,. F1RE SPRlNKLER CORRORATIUN 1-800-248-0278 www globesprinkler com JANUARY2009 PRINTEDU.S.A. BULLETINGL4110/GL4910,REV #5 Tyco Fire & Building Products 451 N Cannon Avenue Lansdale, PA 19446 ��»�� ' � �� Phone: (215) 362-0700 Fax: (215) 362-5385 �'�C7C,�t1�: t� www tyco-fire.com � . . ' • i . . � � . � ' . . � � � � � Q � Q • � � • Dear Friends and Valued Customers: To date, the only methodology recommended by Tyco Fire and Building Products for use as a thread sealant with Tyco B1azeMaster� CPVC threaded adapters has been 2-3 wraps of Teflon� Tape (.0025 thickness, MIL- T-27730A Standard). Now, you have the option to use either the Teflon Tape or Oatey� Great White� Thread Sealant. Note: it is not recommended to use the Teflon Tape and the Great White together. The reason for this is that the sealant can interfere with the overlapping of the Teflon Tape. Specifically, as the pieces are threaded together the Teflon Tape can "bunch-up" ahead of the mating threads resulting in potential leak pathways. Sincerely, More about Oatey Great White Thread Sealant Tyco Fire & Building Products Marketing i;� �i' I GREATWHITE �y�� ,. PIPE JOINT COMPOUND ,� ,,, Formulated with Teflon*, Great White� Pipe Joint Compound is designed for many ,,'��,� piping applications including FlowGuard Gold� and BlazeMaster� CPVC Systems. �,; Lubricating and sealing threaded joints, Great White� is a non-hardening, non-separating and non-toxic pipe thread sealant. With its wide pressure and temperature ranges, Great White� is the versatile pipe thread sealant solution. �� ` �� . � _ ,:..,.. _ :�:�,W . �:" � � � . , ��i�� .��•� P1�E ��,�H�T ��N�P�l�1�� E�e� "�'�1�`� �A��'� �ON T�FL��'� �� /I !U�114�1�E� L�� fil�� ap� a # � e � r � ! � � e � � . t 1 i �� _ r .a f: •i__ � � • �.�,. �{n a� v'"�4'i"�wy"'. ,- -.r+.,.. . .,," �i . , ""w�" �..� �� m PRODUCT SIZE DESCRIPTION CASE QUANTITY 31230 4 fl. oz. Great White� Pipe Joint Compound 12 31231 8 fl. oz. Great White� Pipe Joint Compound 12 ,��,� 31232 16 fl. oz. Great White� Pipe Joint Compound 24 �"'�'.g✓ '°''�` 31233 32 fl. oz. Great White� Pipe Joint Compound 12 '�_ �"' FGG/BM"" System Compatible indicates that this product '' has been tested and is monitored on an ongoing basis ,�� to assure its chemic4l compatibility with �YST�t�1[ �C+DMP�tTt�LE FlowGuard Goldmand BlazeMaster� pipe and fittings. 4700 W. 160th St. Cleveland, OH 44135 •• -.•�1 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1 0 • Has No Thread Warning . Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A-135 and A-795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems` • Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS Nominal Weight I.D. Bundle Pipe Size (in) Lb./Ft (in) Size 1 1 600 1 090 70 1-1/4 2 139 1.425 51 1-1/2 2 562 1 655 44 2 3 364 2 124 30 CORROSION RESISTANCE RATIOS Nominal Sch. 40 EDDYTHREAD 40 EDDYLITE Pi e Size in 1 1.00 1 00 0 74 1-1/4 1 00 1 00 0 48 1-1 /2 1 00 1 00 0 47 2 1 00 1.00 0 38 * Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems � _(1 1819 Clarkson Road For additional information, ^� � � Chestefield, MO 63017 contact your salesperson today at c �L us �� (800) 325-4467 (800) 325-4467 or (636) 537-2600 ��TED '"" eu�t nnoosE �E con�.NY FAX. (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882-4666 FM ,4 A A company e-mai�: info(�a,bullmoosetube.com � All mformation contained herem is accurete as known ai the time of publication. Bull Moose Tube reserves the right to change product spec�cations wdhout notice and without incurting obligation 02/03 �• � � I • • � � FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch 10 and Sch 40 pipes are of quality pipe products Our Schedule 10 and made to ASTM A135 and ASTM A795 These Schedule 40 are FM Approved and UL Listed (for U S products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind Our Sch 10 and Sch 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53 other fine pipe products Schedule 10 Pi e Nominal Nominal Nominal Nominal WeighUFt Bundle Pi e Size in O.D. in I.D. in Wall in Size 1 1.315 1.097 0.109 1.401bs/ft 91 1-1 /4 1.660 1.442 0.109 1.81 Ibs/ft 61 1-1/2 1.900 1.682 0.109 2.081bs/ft 61 2 2.375 2.157 0.109 2.641bs/ft 37 2-1/2 2.875 2.635 0.120 3.531bs/ft 30 3 3.500 3.260 0.120 4.331bs/ft 19 4 4.500 4.260 0.120 5.621bs/ft 19 Schedule 40 Pi e Nominal Nominal Nominal Nominal Weight/Ft Bundle Pi e Size in O.D. in I.D. in Wall in Size 1 1.315 1.049 0.133 1.681bs/ft 70 1-1/4 1.660 1.380 0.140 2.271bs/ft 51 1-1l2 1.900 1.610 0.145 2.721bs/ft 44 2 2.375 2.067 0.154 3.651bs/ft 30 2-1/2 2.875 2.468 0.203 5.791bs/ft 30 3 3.500 3.068 0.216 7.581bs/ft 19 4 4.500 4.026 0.237 10.791bs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surFaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage Also, check the manufacturer's instructions for the specific fitting used. �� 1819 Clarkson Road For additional information, �(�� US �_` Chestefiield, MO 63017 contact your salesperson �� (800) 325-4467 today at (800) 325-4467 or ��gTEo � R" x� M�sE T��eE t�/�NY FAX. (636) 537-2645 (636) 537-2600 in the USA, CJ www.bullmoosetube.com orfrom Canada FM a APA company e-mail: bmtinfo(c�bullmoosetube.com call (800) 882-4666 Avnnoveo All inTormation contained herein is accurate as known at the time of publicat�on. Bull Moose Tube reserves the right to change produd specficat�ons without notice and without incurring obligation. 2l07 � � � The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems for roll grooving and welding. Please check with in commercial and residential construction, Bull appropriate sources for up-to-date listings and Moose Tube has added Eddy Flow to its approval information comprehensive line of sprinkler pipe products As an added benefit, it is more economical to use than Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease schedule 10, offering better flow characteristics while of handling Furthermore, Eddy Flow's larger ID providing design flexibility This product is FM provides an opportunity for downsizing and further approved, as well as UL listed (for U.S and Canada) cost savings COMPARISON Inside Diameter C.R.R * NPS O.D. Eddy Flow Sch. 10 Sch. 40 Eddy Flow Schedule 40 (in) (in) (in) (in) (in) 1-1/4 1 660 1 515 1 442 1 380 2 93 1.00 1-1 /2 1 900 1 734 1 682 1 610 3.44 1 00 2 2 375 2.209 2.157 2 067 2 78 1 00 2-1/2 2 875 2.729 2 635 2.469 1 09 1 00 3 3 500 3 342 3.260 3 068 1 00 1 00 4 4 500 4 316 4.260 4 026 1 00 1 00 ` Corrosion Resistance Ratio BENEFITS - Dual Certified to ASTM A135 and A795. - FM approved for rolf grooving and welding for use in wet systems. - UL lisfed (for U.S. and Canada) for joining by welding or by /isted rubbei gasketed �ttings for use in wet, dry, preaction, and de/uge type sprinkler systems. - Lightweight - saves shipping costs, and offers easier handling. - Can be used with rol! grooved couplings or welded outlets for pressures up to 300 psi. - Floor stock available in various lengths produced in Trenton (GAJ, Gerald (MO), and Masury (OH). Also can be ordered in custom lengths. - Can be supplied roll grooved, or plain end for use with Victauli� F!T'� Fittings. - Can be used for wet and dry' systems. ' Eddy Flow can be hot dipped gaNanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of lhe pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, �� Chestefield, MO 63017 contact your salesperson today at � �� r � C �� (800) 325-4467 (800) 325-4467 or (636) 537-2600 �� - - FAX. (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com ca�� (soo) 8s2-asss �� A A A company e-mail: info(c�bulltnoosetube.com �ovEb All mformation conlamed herein is accurate as known at the hme o( publication. Bull Moose Tube reserves the right to change product spec�cations wdhout notice and withouf mwrring obligation. 4/06 �L�CO Fire & Building Products rapid response�' HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMasfer � CPVC Fire Sprinkler Pipe & Fiffings Submiffa/ Sheef General Technical Descripfion Dafa Tyco Fire & Building Products (TFBP) Sizes #''- BlazeMaster CPVC Pipe and Fittings 3/4" to 3" are designed exclusively for use in wet Maximum Working Pressure � pipe automatic fire sprinkler systems 175 psi , •� They are made from a specially devel- oped thermoplastic compound com- Approvals ' posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, ";�. chloride (CPVC) resin and state of the LPCB, MEA, and the City of Los Ange- � art additives TFBP BlazeMaster les. (Refer to IH-1900, Rev 0, Janu- CPVC products are easier to install ary 2005 "Installation Instruction & �� than traditional steel pipe systems, Technical Handbook" for exact list- and at the same time, provide superior inglapproval information ) heat resistance and strength as com- Manufacture Source pared to traditional CPVC and PVC U S.A. piping materials used in the plumbing trade Various adapters are available Material to connect CPVC pipe to metallic pip- . Pipe ASTM F442, SDR 13 5 ing All female pipe thread adapters have brass inserts for durability. . Fittings: ASTM F438 (Sch 40) and Grooved adapters connect directly to ASTM F439 (Sch. 80), ASTM F1970 grooved end valves and metallic pipe, Color with flexible grooved end couplings. Orange WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance wifh this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdicfion. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. B/azeMaster�' is a registered trademark of Noveon IP Ho/ding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 , Page 2 of 6 TFP1915 WATER FT OF PIPE WEIGHT PER LIFT NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT SIZE O.D I D Ibs./ft. Ibs./ft. PER LIFT Ibs 3/4" 1 O50" 0.874" 0 18 0 44 7875 1339 1" 1 315" 1 101' 0.26 0 67 5040 1320 1-1/4" 1 660" 1 394" 0 42 1 08 2835 1191 �-�/2" 1 900" 1 598" 0 54 1 41 2205 1213 2" 2.375" 2.003" 0 84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 326 1215 1531 3" 3 500" 2.952" 1.87 4 83 720 1344 FIGURE 1 — PIPE DIMENSIONS Installation Care and Tyco Fire and Building Products Mainfenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the in- ance with IH-1900, Rev. 0, January spection, testing, and maintenance of 2005 "Installation Instruction & Techni- their fire protection system and de- cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g , NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protecfion sys- tem that it confrols, permission to shut down the affected fire protection sys- fem must first be obtained from the proper authorities and all personnel who may be affected by this action must be noti�ed. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or centra! sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL SI2E NOMINAL TAKE-0UT SCHD. WEIGHT TYPE NUMBER (T/O) (Ib.) TEE 80000 3/4" 5/8" 40 0.11 T!O 80001 1" 11l76" 40 0.19 60002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1l16" 60 0.51 80004 2" 1-3/S" BO 0 90 80005 2-1l2" 1-9/16" 80 1 59 T/O T/0 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4" x 3/4" x 1" 3/4" 3!4" 5/8" 40 0.14 80133 1" x 3/4" x 3!4" 9l16" 9/16" 314" 40 0.14 80134 1" x 3/4" x 1" 3/4" 11/16" 3/4" 40 0 17 80260 1" x 1" x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4" x 1" x 3/4" 5/8" 5f8" 15l16" 40 0.21 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-114" x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4" x 1-1/4" x 1" 3/4" 314" 7/8" 40 0.26 Z T/O 80138 1-114" x 1-114" x 1-112" 1 1" 1" 80 0.43 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1l2" x 1-1/4" x 1" 9/16" 9/16" 1-1116" 80 0.38 80263 1-1/2" x 1-1/2" x 3/4" 9/16" 9116" 1" 60 0.36 X Y 80264 1-1/2" x 1-1/2" x 1" 9/16" 9/16" 1-1l16" 80 0.38 80275 1-1/2" x 1-1l2" x 1-1l4" 7!8" 7/8" t" 80 0 45 T!O T/O 80265 2" x 2" x 3/4" 314" 3/4" 1-318" 80 0 61 80266 2" x 2" x t" 7/8" 718" 1-3/8" 80 0.66 80274 2" x 2" x 1-114" 1-1/16" 1-1/16" 1-3/8" 80 0.74 60267 2" x 2" x 1-7/2" 1-1/8" 1-1/8" 1-3/8" 80 0 78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9l16" t-9/16" 80 1 43 80272 2-1/2" x 2-1/2" x 1-114" 1-9/16" 1-9l16" 1-9/16" 80 1 46 80273 2-1/2" x 2-1/2" x 1-1l2" 1-9l16" 1-9/16" 1-9/16" 80 1 48 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3" x 3" x 1-112" 1-13l16" 1-13/16" 1-13116" 80 2.28 80268 3" x 3" x 2" 1-13l16" 1-13l16" 1-3/4" $0 225 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS 3 REDUCING CROSS 80009 3/4" 9l16" 40 0.13 80010 1" 11/16" 40 0.23 T10 80071 1-t/4" 15/16" 40 0.34 80012 1-1l2" 1-1/16" 80 0.67 80013 2" 1-5f16" 80 1 00 80014 2-1/2" 1-9116" 80 1 91 T/O 80008 3" 1-13l16" 80 2.89 T/O T70 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 0.28 80025 3/4" 5/6" 40 0.09 90° ELBOW 3 REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 718" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 T/O 80029 2' 1-5l16" 80 0.79 80030 2-1/2" 1-9/16" 80 1 14 80031 3 1-13l16" BO 1.82 Y XxY X Y T!O 80032 1" x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2- FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT SCND. WEIGHT TYPE NUMBER NOMINAL SIZE (T �p ) (Ib.) 45° ELBOW 60050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 'I-1/2" 1/2" 80 0.31 T/O 80054 2" 3!4" 80 0.56 80055 2-1l2" 13/16" 80 0.89 80056 3" 1" 80 1 19 80075 3!4" 1/8" 40 0.07 COUPLING 3 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-t14" 3/16" 40 0.12 80078 1-112" 3/16" 80 0.25 80079 2" 3/16" 80 0.38 80080 2-112" 1/4" 80 0.67 80081 3" 3/16" 80 0.91 T10 80220 1" x 3f4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4" x 3/4" 112" 40 0 11 80202 1-1l4" x 1" 5/16" 40 0 12 80203 1-1/2" x 3/4" 5/8" 80 0.16 80204 1-1/2" x 1" 1!2" 80 0.14 REDUCER BUSHING gp205 1-1/2" x 1-1/4" 318" 80 0.17 80206 2" x 3/4" 13/16" 80 0.27 80207 2" x 1" 11 /16" 80 0 26 80208 2" x 1-1/4" 9/16" 80 0.24 80209 2" x 1-1/2" 7/16" 80 0.19 --I T/O 80215 2-1/2" x 1" 15/16" 80 0.42 80214 2-1/2" x 1-114" 13/16" 80 0 45 80213 2-112" x 1-1/2" 11116" 80 0.46 80211 2-1/2" x 2" 5/8" 80 0.29 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 8070� 314" 5l16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 � 80104 2" 5!8" 80 0.31 T10 60105 2-1/2" 7I8" 80 0.58 80106 3 1 80 0.88 GROOVED TIO PIPE O.D. COUPLING ADAPTER 80160 1-1/4" x 1-1/4" Groove 2-5/16" 1-1/4" (1 660") 40 0.78 � 80161 1-1/2" x 1-1/2" Groove 2-5/16" t-1l2" (1.900") 80 0.95 PIPE g0162 2" x 2" Groove 2-5/16" 2" (2.375") 80 1 42 O.D � 80763 2-1/2" x 2-112" Groove 2-5/16" 2-1/2" (2.875") 80 2.28 I 80164 3" x 3" Groove 2-1l4" 3"(3.500") 80 3 00 T/O-i 80169 2-1/2" x 76,1 mm Groove 2-5116" 76,1 mm (3.000") 80 2.28 FIGURE 2- FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-0UT SCHD. WE GHT TYPE NUMBER (T��) ( SPRINKLER HEAD ADAPTER 80175E 3/4" x 1!2" NPT 7/16" 80 0.20 80176E 1" x 1/2" NPT 7/16" 80 0 22 80175WL 3/4" x 1I2" NPT 7/16" 40 0 16 80179 1" x 3!4" NPT 13/76" 40 0 43 T/0 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1f2" 40 0.19 80176W 1" x 1/2" NPT 1/2" 40 0 18 T!O SPRINKLER HEAD ADAPTER (SPIGO� 80177L 3/4" x 1/2" NPT 1/2" 40 0 16 80178 1" x 1/2" NPT 9116" 40 0.20 60180 1" x 3/4" NPT 7/8" 40 0 40 -i T/O FEMALE ADAPTER 80142 3!4" x 3/4" NPT 13/16" 40 0 41 80145 1' x 1" NPT 7/8" 40 0.63 80146 1-1/4" x 1-1l4" NPT 1-1l8" 40 1 03 80147 1-1J2" x 1-1l2" NPT t-3/8" 60 1 42 80148 2" x 2" NPT 1-11/16" 80 2.66 T/O MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 80158 1' x 1" NPT 1-3/8" 40 0.56 T/O -I • XxYx2 X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3(4" x 3J4" x 1/2" NPT 9/16" 9l16" 1" 40 022 Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 0.29 Tl0 80249 1" x 1" x 1" NPT 15/16" 15/16" 1-9/16" 40 0.73 80256 1-1(4" x 1" x 1/2" NPT 7/16" 9l16" t-5/16" 40 0 30 80252 1-1/4" x t-1/4" x 1/2" NPT 7/16" 7/16" 1-5/16" 40 0.31 X Y 80257 1-1l2" x 1-1l4" x 1/2" NPT 1/2" 11/16" 1-7/16" 80 0.43 80254 1-112" x 1-1/2" x 112" NPT 1J2" 1/2" 1-7/16" 80 0 46 T/O T/O 80258 2" x 1-1/2" x 1/2" NPT 1!2" 5/8" 1-11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2" 1/2" 1-11l16" 80 0.62 FIGURE 2— FITTING DIMENSIONS (Part 3 of 4) , Page 6 of 6 TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T��) (�b') BACK-TO-BACK TEE X x Y x Z X Y, 2 X TIO y 80459 1" x 112" NPT x 1/2" NPT 518" 1-5l16" 40 0.48 Z 80460 1" x 1l2" NPT x 1/2" NPT 5/8" t-3/16" 40 0.46 T/O T10 BACK-TO-BACK CROSS X x Y x 2: W X, Y Z, w X T/O Z W 80462 1" x 1" x 112" NPT x 1!2" NPT 5/8" 1-3/16" 40 0.46 80463 1" x 1" x 1/2" NPT x t/2" NPT 518" 1-5/16" 40 0.47 T/O Y TIO T!O SPRINKLER HEAD X x Y X Y ADAPTER 90° ELBOW Y T/O 80199 3/4" x 1/2" NPT 9/16" 7" 40 0.20 80198 1" x 1/2" NPT 3!4" 1-1/4" 40 0.26 x 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 0.26 T/O FIGURE 2— FfTTING DIMENSIONS (Part 4 of 4) Limifed by TFBP to be defective shall be either of inerchantability�nd fitness for a oar- repaired or replaced, at TFBP's sole ti �lar �r,zo�. option TFBP neither assumes, nor This limited warranty sets forth the ex- W arranfy authorizes any person to assume for it, clusive remedy for claims based on any other obligation in connection with failure of or defect in products, materi- Products manufactured by Tyco Fire & the sale of products or parts of prod- als or components, whether the claim Building Products (TFBP) are war- ucts TFBP shall not be responsible for i made in contract, tort, strict liability ranted solely to the original Buyer for sprinkler system design errors or inac- or any other legal theory ten (10) years against defects in mate- curate or incomplete information sup- rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law. The invalidity, in under normal use and service. This whole or part, of any portion of this warranty will expire ten (10) years In no event shall TFBP be liable, in Warranty will not affect the remainder from date of shipment by TFBP. No contract, tort, strict liability or under warranty is given for products or com- any other legal theory, for incidental, ponents manufactured by companies �ndirect, special or consequential dam- not affiliated by ownership with TFBP ages, including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse, improper Was informed about the possibility of installation, corrosion, or which have such damages, and in no event shall not been installed, maintained, modi- TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoinfl warranty is made in lieu Protection Association, and/or the of any and all other warranties. ex- standards of any other Authorities �,rPCC nr im Ip ied incl�din9 warranties Having Jurisdiction. Materials found TYCO FIRE 8 BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 '"� Fire & Bt�il'�ir�t� Procluc�s Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www tyco-fire.com Grinnell Grooved Fire Profecfion Products Grooved Fiftings General Material: L imited Cast: Figures: 201, 210, 219, 250, 260, 501, 510, Description 519, 510DE, 501S, 510S and 519S - W arranty Ductile iron conforming to ASTM A-536, � See Fire Protection Protlucts manufactured by Tyco Fre Products are �/C�S Submittal Sheet for Gratle 65-45-12 warranted solely to the original Buyer for ten (10} Pressure Rating and Fabricated Steel: Figures 391, 392, 393, 312, years against defects in material and workmanship Listing/Approval 313, 321, 327, 341 and 350 - Carbon Steel, when paid for and properly installed and maintainetl U L LC intormation (Sizes 1'/4" - 6" are Schedule 40); under normal use and service. This warranty will FM (Sizes 8" -12" are Schedule 30), expire ten (10) yearsfrom date of shipment by Tyco conforming to ASTM A-53 Grade B Fire Products. No warranty is given for products or Thegroovedfittingsprovideaneconomical Prateciive Coaiings: components manufactured by companies not andefficientmethodofchangingdirection, • Non-lead orange paint affiliatedbyownershipwithTycoFireProductsorfor adding an outlet, reducing, or capping • Fire brigade red (optional) non-lead paint productsandcomponentswhichhavebeensubject grooved piping systems. Grooved fittings • Hot dipped galvanized conforming to ASTM tomisuse,improperinstallation,corrosion,orwhich are available in durable ductile iron or A-153 have not been installed, maintained, modified or fabricated steel as indicated. � repairedinaccordancewithapplicableStandardsof Note: Figure 510S and 519S fittings are Order�ng the National Fire Protection Association (NFPA), special short radius tittings wiih smaller and/orthestandardsofar�yotherAuthoritiesHaving center to end dimensions than siandard Procedure Jurisdiction. MaterialsfoundbyTycoFireProducts grooved titiings. Depending on the size and When placing an order, intlicate the full product tobetletectiveshallbeeitherrepairedorreplaced,at couplingused,theremaybeinierferencesat name.Pleasespecitythequantity,figurenumber, TycoFireProducts'soleoption.TycoFireProducts ihe bolt pads that require repositioning af ihe wall thickness, and size. neither assumes, nor authorizes any person to coupling orientation. The use oi tlange �rinnell Grooved Piping Products, valves, assumeforit,anyotherobligationinconnectionwith adapters is nat recommended with Figures accessories and other products are available the sale of products or parts of products. Tyco Fire 5105 and 519S fittings. Contaci Tyco Fire throughouttheU.S.,Canada,andinternationally, Protluctsshallnotberesponsibleforsprinldersystem Products tor details. through a network of distribution centers. You designerrorsorinaccurateorincompleteinformation WARN/NG may write directly or call 215-362-0700 for the supplied by Buyer or Buyer's representatives. The Fittings described herein must be installed distributor nearest you. IN NO EVENT SNALL TYCO FIRE PRODUCTS BE andmarntainedincompliancewithihisdocument, LIABLE, IN CONTRACT, TORT, STRICT LIABILITY as well as with the applicable standards of the Care and OR UNDER ANY OTHER LEGAL THEORY, FOR NationalfireProtectionAssociation,inaddition � INCIDENTAL, INDIRECT, SPECIAL OR tothestandardsofanyotherauthoritieshaving Ma�ntenance CONSEQUENTIALDAMAGES,INCLUDINGBUTNOT jurisdiction. failure to do so may impair the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES, REGARDLESS OF perlormance olthis device. testing, and maintenance of their fire protection WHETHERTYCOFIREPRODUCTSWASINFORMED The owner is responsible for maintaining their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES, fire protection system and devices in proper applicable standardsof the National Fire Protection AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' operating condrtion. The insta/ling contractor or Association (e.g., NFPA 25), in addition to the LIABILITY EXCEED AN AMOUNT EQUAL TO THE sprinklermanufacturershou/dbecontactedwith standards of any authority having jurisdiction. SALESPRICE. anyquestions. Theinstallingcontractororproductmanufacturer 1NEFO�fEGOAIIGWARRANTYISMADfINUE(lOF should be contacted relative to any questions. AM1'AADALL OlHERWARRAMI�SEXPR�OR Technical Anyimpairmentmustbeimmediatelycorrected. IMPt/ED 1NCLUDING WARRANTIES OF It is recommended that automatic sprinkler MERCHANTAB/L/TY AND FI�NESS FOR A Data systems be inspected, tested, and maintained by PARIICU[AR PI/RFOSE. Approvals: a qualified Inspection SeNice. UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Page 1 of 6 September 2004 TFP1810 TFP1810 Page 2 oi 6 � � Figures 201, 210, 219, and 260 c co E Figure 201 Figure 210 Figure 219 Figure 260$ 45° Eibow 90° Elbow Tee End Ca Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. ,f� Size �nches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. � c to E mm Kg. mm Kg. mm Kg. mm Kg. C to E • � 1.75 0.9 2.75 1.0 2.75 1 4 0.88 0 4 � ' �� 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 � C to E 1 75 1 1 2.75 1.2 2.75 1.8 0.88 0.6 Figure 201 1 �� 2 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 Figure 210 2.00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 2 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 2��Z 57.2 1.0 95.3 i 4 95.3 2.6 22.4 0.4 ��CtoE� EtoE»� � , 761mm 225 2.2 3.75 3.0 3.75 5.8 0.94 11 57.2 i 0 95.3 14 95.3 2.6 23.9 0.5 - ------r------- - -- -- 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1 1 � � 3 63.5 1.6 108.0 2.0 f 08.0 3.2 22.4 0.5 � C to E 108.Omm 2.s8 5.5 4 75 8.5 4 75 11.5 _ _ 73.0 2.5 120.7 3.9 i20.7 5.2 i _� Figure 260 4 „ 3.00 52 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 i27.0 3.9 127.0 5.4 25.4 1.2 Figure 219 133.Omm 3.25 7 7 5.25 11.3 5.25 10.6 _ _ 82.6 3.5 i33.4 5.1 133.4 4.8 139.7mm 3.25 7 7 5.50 11.3 5.50 15.3 0.92 4 7 82.6 3.5 139.7 5.1 i 39 7 6.9 23.4 2. i 3.25 8.5 5.50 13.5 5.50 17.0 1.00 5.0 Friction Resistance' 5 82.6 3.9 139.7 6.1 i39.7 7 7 25.4 2.3 Ex ressed as E uivalent Strai ht Pi e 159.Omm 3.50 12.0 6.00 14.6 6.00 13.9 _ _ Elbow Tee 88.9 5.4 152.4 6.6 152.4 6.3 Size 90° 45° Branch Run 165.imm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 Inches Feet Feet Feet Feet 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 mm Meters Meters Meters Meters 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 1'/< 1.9 1.0 4.8 1.9 6 88.9 5.4 165.1 8.4 i65.1 11 8 25.4 3 4 42.4 0.6 0.3 1.5 0.6 4.25 23.0 7 75 36.5 7.75 45.0 1 Yz 2.3 1.2 5.8 2.3 216.3mm 108.0 10.4 196.9 16.6 196.9 20.4 48.3 0.7 0.4 1.8 0.7 4.25 23.0 7.75 36.5 7 75 45.0 1 19 12.8 2 3.2 t 6 8.0 3.2 $ 108.0 10.4 i 96.9 16.6 196.9 20.4 30.2 5.8 60.3 1.0 0.5 2.5 1 0 � �„ 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 2Yz 3.9 2 0 9.8 3.9 i20.7 14.1 228.6 27.2 228.6 32.7 31.8 9.f 73.0 1.2 0.6 3.0 1.2 � 2 „ 525 40.0 10.00 67.0 10.00 92.5 1.25 36.0 76.1mm 4.1 2.1 10.3 4 1 133.4 i8.i 254 0 30.4 254.0 42.0 31 8 i6.3 f.2 0.6 3.i 1.2 3 4.9 Z 4 12.2 4.9 #- Available with tapped plugs. contact Tyco Fire 8 Building Products. 88.9 i.5 0.7 3.7 1.5 108.Omm 6.5 3.3 16.3 6.5 2.0 1 0 5 0 2.0 4 6.5 3.3 16.3 6.5 114 3 2.0 i 0 5.0 2.0 133.Omm S.0 4.0 20.0 8.0 2.4 12 6.1 2.4 139Jmm 8'0 4.1 20 0 8.0 2.4 1 3 6.1 2.4 5 8.2 4 1 20.5 8.2 14i.3 2.5 1.3 6.3 2.5 159 Omm 9'5 4.8 23.8 9.5 2.9 1 4 7.2 2.9 1651mm 9�5 4.8 23.8 9.5 2.9 14 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 i.5 7.6 3.0 216.3mm 13'1 6.6 32.8 13.1 4 0 2.0 10.0 4 0 8 13.1 6.6 32.8 13.1 2i9.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5 0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.i 6.1 For reducing tees and branches, use the value ihat is corrosponding to the branch size. Example: lor 8" x B" x 2" tee, Ihe branch value 2" is B.O leel. ' Friction resistance for all elbows and tees except Figures 5105 and 519S. Page 3 of 6 TFP1810 � � Figures 501, 510, 519 and 51 ODE �-- c �o E --� croE� -- - ! -- f � i � 1 I - ---- �} - - ' ' � c to E i I f � �,o E CtoE ' i CtoE 8 � I-CtoE� � A--i-CtoE� Figure 501 Figure 510 Figure 519 Figure 510DE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 90° Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B ppx. Wt. Size �nches Lbs. Inches Lbs. inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 175 0.9 2.75 10 2.75 14 1 ��" 44.5 0.4 69.9 0.5 69.9 0.6 1 75 1 1 2.75 1.2 2 75 1.8 �� 44.5 0.5 69.9 0.5 69.9 0.8 2 „ 2.00 1.8 3.25 2.0 3.25 2.7 _ _ _ _ 50.8 0.8 82.6 0.9 82.6 1.2 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 2��Z 57.2 1.0 95.3 1 4 95.3 2.6 95.3 50.8 69 9 1.2 3 „ 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 10E.0 2.0 108.0 3.2 f 08.0 59.4 69.9 1 7 4 „ 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7 0 76.2 2.4 127 0 3_ 9 i27 0 5.4 127 0 72.4 69.9 3.2 5 „ 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7 7 139.7 85.9 69.9 5. 9 6 „ 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5.4 165 1 8 4 165 1 1 i 8 165.1 99.6 69.9 6. i 8 „ 4.25 23.0 7 75 36.5 7 75 45.0 7 75 4.95 2.75 26.3 108.0 10.4 196.9 16.6 196.9 20.4 196.9 125.7 69.9 11.9 Figures 501 S, 510S and 519S �-c�oE� CtoE _._ i i i , ------ �} i� � � I ! CroE i CtoE ' � CtoE � i--CtoE� � Figure 501S Figure 510S' Figure 519S" Figure 501 S Figure 510S Figure 519S Friction Resistance 501S, 510S & 519S 45° Elbow 90° Elbow Tee Ex ressed as E uivalent Strai ht Pi e Nominal C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. Elbow Tee Size Inches Lbs. Inches Lbs. Inches Lbs. Size 90° 45° Branch Run mm K. mm K. mm K. Inches Feet Feet Feet Feet 2" 2.00 1.8 2.75 1.5 2.75 2.1 mm Meters Meters Meters Meters 50.8 0 8 69.9 0.7 69.9 f 0 2 32 1.6 8.0 3.2 2,�2" 2.25 2.2 3.00 2.2 3.00 3.0 60.3 1 0 0.5 2.5 1.0 57,2 i 0 76.2 1 0 76.2 i 4 2'/z 3.9 2.0 9.8 3.9 76.1mm 2'25 2.2 3.00 2.3 3.00 3.1 73.0 1.2 0.6 3.0 1.2 57.2 10 76.2 i 0 76.2 i 4 41 2.1 10.3 41 3" 2•50 3.5 3.38 3.0 3.38 41 76. t mm � 2 0.6 3.1 1.2 63.5 1.6 85.9 i.3 85.9 i.9 3 4.9 2.4 12.2 4.9 4" 3.00 5.2 4.00 5.6 4.00 7 7 88.9 1.5 0.7 3.7 1.5 76.2 2.4 f 01 6 2.6 101.6 3.5 4 6.5 3.3 16.3 6.5 139.7mm 3.25 7 7 4.88 8.6 4.88 12.0 114.3 2.0 1.0 5.0 2.0 82•6 3.5 124.0 3.9 i24.0 5.4 8.0 41 20.0 8.0 5" 3.25 8.5 4.88 8.8 4.88 12.0 139 7mm 2 4 1.3 6. i 2.4 82.6 3.9 124.0 3.9 i24.0 5.4 5 82 41 20.5 8.2 165.1mm 3.50 12.0 5.50 11.00 5.50 15.0 141.3 2.5 1.3 6.3 2.5 88.9 5.4 139.7 5.0 139.7 6.8 9.5 4.8 23.8 9.5 6" 3.50 12.0 5.50 11.2 5.50 15.2 165.1 mm 2 9 1 4 � 2 2 9 88.9 5.4 139.7 5.1 139.7 6.9 6 9.9 5.0 24.8 9.9 $„ 4.25 23.0 6.88 23.4 6.88 31.2 168.3 3.a i.5 7.6 3.0 108.0 10.4 174.8 f�.6 174.8 14.2 8 13.1 6.6 32.8 13.1 'Note:fipure510Sand519Sfittingsarespecialshorlradiustitlingawi�smallercenterWenddime�ions 219 1 4 0 2.0 10.0 4 0 lhan standard prooved iitlings. Dependinq on the si:e and couplinp used, lhere may be inleAerencas at the boltpads wDich requires repositioning ot the coupling orientation. The use of flange adapters is not recommended with Figures 5105 and 5195 fitlings. ContaM Tyco Fire Products tor delails. Page 4 of 6 TFP1810 � . Figures 250 and 350 Fi ures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. f--E to E� Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm K. Inches mm Kq. Inches mm K. '2 x 1'/a 2.50 1.0 •139 7mm x 3 3.50 4.2 *6 x 5 4.00 5.8 -- - -- 63.5 0.5 88.9 1 9 101.6 2.6 '2 X 1'/z 2.50 �-3 ' 139.7mm X 4 3.50 4 4 8 x 2 5.00 12.2 63.5 0.6 88.9 2.0 f 27.0 5.5 2.50 1.2 3.50 4.6 5.00 12.1 Figure 250 "2Y2 X 2 63.5 0.5 5 x � YZ 88.9 2.1 8 X 2Y2 127.0 5.5 Cast 2.50 1.5 3.50 4.6 5 00 12.0 '76.1 mm x 1'/2 63.5 0.7 5 x 2 88.9 2.1 8 x 3 i27 0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 rEtoE-{ '76.1mmx2 5x2Yz 8x4 63.5 0.8 88.9 2.0 i27.0 5.4 I 3x1Yo 2.50 1.3 5x3 3.50 44 8x5 5.00 11.3 63.5 0.6 88.9 2.0 127.0 5.1 3 x 1 Yz 2•50 �•3 *5 x 4 3.50 4.5 8 X 6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4•9 2.50 1.3 4.00 5.5 6.00 219 Figure 350 '3 x 2 63.5 p,g '165.1mm x 3 �01.6 2.5 10 x 4 i5P,4 10.0 Fabricated , 3 X 2Y2 3.00 1.5 •165 1mm x 4 4.00 6.0 10 x 5 6.00 21 6 Sizes 3" to 6" 76.2 0.7 i01.6 2.7 152.4 9.8 '3 x 76.1 mm 3.00 2_� .�� ,� x 139.7mm 4.00 5.6 10 x 6 6.00 21 1 76.2 0.9 101.6 2.5 152.4 9.6 r--- E to E� 3.00 2.2 4 00 6.0 6.00 19.5 4x1Y4 76.2 1.0 `6x2 10f.6 2.7 10x8 152.4 8.9 4x1Yz 3.00 2.3 6x2Yz 4.00 6.0 12x4 700 28.0 - -- - 76.2 1.0 101.6 2.7 i77.8 12.7 '4 x 2 3.00 2•3 '6 x 76.1mm 4.00 6.0 �2 X 6 7.00 30 0 762 1.0 10i 6 2 7 177.8 13 6 Figure 350 3 00 2.3 4.00 6.0 7 00 28.0 Fabricated '4 x 2'h 76.2 1.0 6 x 3 i01.6 2.7 12 x 8 177.8 12.7 Sizes 8" to 12" 3 00 3.2 4 00 5.9 7.00 33.0 '4 x 76.1 mm 76.2 i.5 '6 x 4 101.6 2,7 12 x 10 177 15 0 4 x 3 3.00 2•6 *6 x 139 7mm 4.00 6.3 76.2 1.2 101.6 2.9 No[e: Sizes marked with an astensk (') are only avadable in Figure 250 Cast. Sizes without an asterisk are only available in Figure 350 Fabricated. ADA CAP° Patented Pi e Nominal Dimensions Size Outlet O.D. Tak Center to EDnd w?t p � Inches �n hes �nches Inches Inches Inches �g� � mm mm mm mm � '/z 1.25 1 75 1.89 0 77 31. B 44.5 48.0 0.3 1'/z a/4 1.900 1.25 175 1.89 0.77 r � c 48.3 31.8 44.5 48.0 0.3 1 � B 1 1.37 2 00 2.02 0.88 + l 34.8 50.8 5f.3 0.4 A- --- -------�--1 -----� ,� 1.25 1 75 1.89 0.92 � ; 31.8 44.5 48.0 0.4 2 3/ � 2.375 1.25 175 1.89 0.92 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 Si.3 0.5 ,� 1 47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 2'/2 3/ 2.875 147 1.97 1.89 1.28 73.0 37.3 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 34.8 50.8 5i.3 0.7 • ISO-7 threaded outlets are available upon request. Page 5 of 6 TFP1810 � � Figures 391, 392, 393, 312 and 313 � E to E -�►I Figures 391, Figure 312 Figure 313 392 and 393 22�/2� Elbow 11'/a° Elbow Ada ter Ni les Figure Nominal E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. ----- 391 SiZe Inches Lbs. Inches Lbs. Inches Lbs mm K. mm K. mm K. �E to E-+� �,�4�� 4 00 0.8 1 75 0 4 1.38 0 4 i i01.6 0.4 44.5 0.2 35.1 0.2 4.00 0.9 175 0.5 1.38 0.5 1��2 ]Of.6 0.4 44.5 0.2 35.1 02 Figure 4 00 1.2 1.88 0.6 1.38 0 6 392 2 1Ol 6 0.5 47.8 0.3 35. f 0.3 2,�2„ 4 00 1.9 2 00 0 7 1.50 1 1 � E to E �--►I i 01.6 0.9 50.8 0.3 38.1 0.5 3 „ 4.00 2.5 2.25 14 1.50 1.2 i01.6 1 1 57.2 0.6 38.1 0.5 Figure 6.00 5.5 2.63 2.4 175 2.2 '-'-'- 393 4 152.4 2.5 66.8 11 445 10 5 „ 6.00 7 4 2.88 4 1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 C to E ' 6 ,� 6.00 9.5 3.13 5.6 2.00 4 6 i 52.4 4.3 79.5 2.5 50.8 2.1 Figure �;� 6.00 14.2 3.88 11.1 2.00 8 7 312 8 152.4 6.4 98.6 5.0 50.8 3.9 � �� 10" 8 00 27.0 4.38 14 0 2 13 9 1 203.2 122 i f.3 6.4 54 i 4 1 C to E 12 „ 8.00 33.0 4.88 22.0 2.25 16.7 Figure 203.2 15 0 124 0 10.0 57.2 7.6 C to E 313 Figures 327 and 341 �-- C to E Figure 327 Figure 341 Cross 1501bs. � Flan e Ada ter � Nominal C to E Appx. Wt. E to E Appx. Wt. Size nches Lbs. Inches Lbs. � mm k. mm k. - - - ------- ------- - { 1 ��^„ 2.75 2.0 4.00 2.8 � I 69.6 0.9 f01 6 1.3 ; C to E 1 �� 2 „ 2.75 2.2 4 00 3.2 ; � 69.9 2.0 i01.6 i.5 � 2 „ 3.25 2 7 4 0 5.2 � 82.6 1.2 101.6 2.4 Figure 327 3.75 5.0 4.00 8.0 2��2 95.3 2.3 i01.6 3.6 3 „ 4.25 7 1 4 00 10.2 ]08.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 �I� � �I� � 4 �� 1270 5.4 i52.4 7.8 � 5 � 5.50 171 6.00 214 E to E 139.7 7.8 152.4 9.7 � � 6 „ 6.50 27.5 6.00 26.0 165.1 12.5 152.4 11.8 8 „ 7 75 47.0 6.00 38.4 Figure 341 196.9 2}.3 152.4 17.4 1 �„ 9 00 68.0 5.00 65.0 228.6 30.8 203.2 29.5 12„ 10.00 107 0 8.00 91 0 254 0 48.5 203.2 41.3 TFP1810 Page 6 of 6 . . Figure 321 �--- cto E-� Figure 321 Reducing Tee j Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. _ _ _ _ � _ _ _ _ _ _ Size Inches Lbs. Size Inches Lbs. � � Inches mm K. Inches mm K. i 3.25 2.0 6.50 26.6 tY�x1Y�x1Y� 826 0.9 6x6x4 i65i 121 CtoE � 2x2x1Yz 325 2�7 6x6x5 6.50 27.0 82 6 i.2 165. i 12.2 2Yzx2'/�x1Y. 3.75 42 8x8x2 775 36.2 Figure 321 95.3 7.9 196.9 f6.4 2'/2x2Yzx1Y� 3.75 4.2 8x8x3 775 36.5 95.3 1.9 i96.9 i6.6 2'/zx2Y2x2 3.75 4.3 Sx8x4 775 36.6 95.3 2 0 196.9 16.6 3x3x1Y 4.25 5.3 gx8x5 775 36.8 108.0 2.4 196.9 i6.7 4.25 5.5 7.75 37.0 3x3x2 f08.0 2.5 8x8x6 196.9 16.8 3x3x2'/z 4.25 5.8 �Ox10x2 9•00 571 f 08.0 2 6 228.6 25.9 4x4x1Y< 5.00 9�S 10x10x3 9•00 574 127 0 4 4 228.6 26.0 4 x 4 x 1 Yx 5.00 9•9 10 x 10 x 4 9•00 5�.6 127 0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x10x5 9•00 57.8 127.0 4 6 22B.6 26.2 4x4x2Yz 5.00 10.3 �Ox10x6 9�00 58.0 t 27 0 4 7 228.6 26.3 4x4x3 500 10.5 10x10x8 9 58.4 i27 0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6 6 254 0 36 4 5x5x2'/z 5.50 14.8 12x12x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 �0.00 80.7 i39 7 6.9 254.0 36.6 5x5x4 5.50 15.8 �2x12x6 10.00 80.9 139,7 7.p 254 0 36.7 6x6x2 6.50 26.5 �2X�2Xg 10.00 914 i 65.1 11 9 254 0 41.5 6x6x2Yz 6.50 26.5 �2x12x10 10.00 91.8 165.1 12 0 254 0 41 6 6x6x3 6.50 26.5 165 i i2.0 General Notes: It is the Designer's responsibiliry to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (IH-1000) Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. "t(�CQ Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax. {800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Producfs Figure 577 Rigid Coupling - Pafented General Technical Care and Descripfion Dafa Maintenance Figure: 577 The owner is responsible for the in- Sizes: 1-1/4" - 8" spection, testing, and maintenance of �L� Approvals: UL, FM, ULC, VdS, and their fire protection system and de- _.-„ ._ � LPCB; See Fire Protection Submittal vices in compiiance with this docu- Vds " _ Sheet for exact Listing/Approval in- ment, as well as with the applicable '�.t;. +! formation. standards of the National Fire Protec- Housing: Ductile iron conforming to tion Association (e.g , NFPA 25), in u L ASTM A-536, Grade 65-45-12 addition to the standards of any L Protective Coatings: authority having jurisdiction. The in- O See Fue Protection FM Submittal Sheet for • Non-lead orange paint. stalling contractor or sprinkler manu- Pressure Rating and . Fire brigade red (optional) non-lead facturer should be contacted relative Listing/Approval Information paint. to any questions • Hot dipped galvanized conforming It is recommended that automatic to ASTM A-153. sprinkler systems be inspected, The Figure 577 Rigid Coupling pro- Bolts/Nuts: Track Head Bolts - con- tested, and maintained by a qualified vides a rigid joint by firmly gripping forming to ASTM A-183, Zinc Plated, Inspection Service in accordance with along the circumference of the pipe (Min. Tensile = 110,000 psi/758,422 local requirements and/or national grooves. Rigid couplings are preferred kPa). Metric - conforming to ASTM codes. for dry pipe and freezer applications F568M Figure 577 Rigid Couplings are a Gasket: L �mifed proven dependable method of joining • Prelubricated Grade "A" EPDMA pipe and are an economical alternative violet color code ambient to +150°F warranf to welding, threading, or using flanges (+66°C) for fire protection systems. y It is capable of pressures up to 300 Not recommended for hot water sys- Products manufactured by Tyco Fire & psig (2069 kPa) depending on pipe tems. Building Products are warranted solely size and wall thickness when used in . Tri-seal (Grade "E" EPDM), green to the original Buyer for ten (10) years fire protection services. color code for use in dry pipe or against defects in material and work- Rigid Couplings are recommended freezer system manship when paid for and properly for dry pipe and freezer applica- (See Data Sheet TFP1865 for aid in installed and maintained under normal tions. selecting proper gasket.) use and service. This warranty will ex- pire ten (1�) years from date of ship- WARNING Qrdering ment by Tyco Fire & Building Products. The Figure 577 Rigid Coupling de- No warranty is given for products or scribed herein must be installed and ►nformation components manufactured by compa- mainiained in compliance with ihis nies not affiliated by ownership with document, in addition to the standards When placing an order, indicate the full Tyco Fire & Building Products or for ofanyotherauthoritieshavingjurisdic- product name. Please specify the products and components which have tion. Failure to do so may impair the quantity, figure number, type of gas- been subject to misuse, improper in- integrity of this device. ket, Grade "A" EPDMA, Prelubricated statlation, corrosion, or which have not Theownerisresponsibleformaintain- (Grade "A" EPDMA) or Grade "E" been installed, maintained, modified ing their system and devices in proper EPDM Tri-Seal, and size. or repaired in accordance with applica- operating condition The installing Grinnell Grooved Piping Products, ble Standards of the the standards of contractor or manufacturer should be valves, accessories, and other prod- any other Authorities Having Jurisdic- contacted with any questions. ucts are available throughout the U.S., tion. Materials found by Tyco Fire & Canada, and internationally, through a Building Products to be defective shall network of distribution centers You be either repaired or replaced, at Tyco may write directly or call 215-362-0700 Fire & Building Products' sole option. for the disiributor nearest you Tyco Fire & Building Products neither Page 1 of 2 JULY, 2005 TFP1854 , Page 2 of 2 TFP1854 assumes,norauthorizesanypersonto IN CONTRACT, TORT, STRICT LI- SHALL TYCO FIRE & BUILDING assume for it, any other obligation in ABILITY OR UNDER ANY OTHER LE- PRODUCTS' LIABILITY EXCEED AN connection with the sale of products or GAL THEORY, FOR INC�DENTAL, AMOUNT EG�UAL TO THE SALES parts of products Tyco Fire & Building INDIRECT, SPECIAL OR CONSE- PRICE. Products shall not be responsible for �UENTIAL DAMAGES, INCLUDING THE FORE �OING WARRANTY IS sprinkler system design errors or inac- BUT NOT LIMITED TO LABOR MADE IN LIEU OF ANY AND ALL curate or incomplete information sup- CHARGES, REGARDLESS OF OTH R WARRANTIES EXPRESS plied by Buyer or Buyer's repre- WHETHER TYCO FIRE & BUILDING OR/MPLIED INCLIlD1NCWARRAIY- sentatives PRODUCTS WAS INFORMED TIES OF MERCHANTABlLITY AND IN NO EVENT SHALL TYCO FIRE & ABOUT THE POSSIBILITY OF SUCH FlTNESS FOAA PARTICULAR PUR- BUILDING PRODUCTS BE LIABLE, DAMAGES, AND IN NO EVENT POSE• g � C � Figure 577 � Grooved A - + - Coupling � Pipe Max.' $ Max. t Max. t Nominal Dimensions golt Net O.D End Gap Pressure End Load A B C SiZe„ Weight Size inches Inches psi Lbs. Inches Inches Inches Lbs. mm mm kPa N mm mm mm Dia. x Lg. Kg 1 ��4„ 1.660 0 06 300 649 2.68 4.21 1 65 3/8" x 2 1/4" 1.3 42.4 1.5 2,068 2,888 68 107 42 M10 x 57 0.6 � �� 1 900 0 O6 300 851 2.91 4 45 1 65 3/8" x 2 1/4" 1.5 48.3 1.5 2,068 3,783 74 113 42 M10 x 57 0.7 2 „ 2.375 0 06 300 1329 3.39 5.00 1.69 3/8" x 2 1/4" 1.8 60.3 f.5 2,068 5,912 86 127 43 M10x57 0.8 2 ��2„ 2.875 0 O6 300 1947 3.90 5.43 1 77 3/8" x 2 1/4" 2.0 73.0 1.5 2,068 8, 663 99 13B 45 M 10 x 57 0.9 76.1 mm 3.000 0 06 300 2121 3.98 5.59 1 77 3/8" x 2 1/4" 2.0 76.1 1.5 2,068 9,433 101 142 45 M10 x 57 0.9 3 „ 3.500 0 O6 300 2886 4 49 6.14 1 77 3!8" x 2 1/4" 3.3 88.9 1.5 2,Ofi8 12,839 114 156 45 M10 x 57 1.5 4 „ 4 500 0 19 300 4771 5.71 7.52 1.85 3!8" x 2 1/4" 3.3 1i4.3 4.8 2,068 21,223 145 191 47 M10x57 1.5 139.7 mm 5.500 0 19 300 7127 6.81 8.74 1.93 1/2" x 3" 5.3 139.7 4.8 2,068 3i,704 173 222 49 Mt2 x 76 2.4 5 „ 5.563 0 19 300 7291 6.85 8.82 1.93 1/2" x 3" 5.3 147.3 4.8 2,068 32,434 174 224 49 M f 2 x 76 2.4 165.1 mm 6.500 0.19 300 9955 7.80 9 76 1.93 1/2" x 3" 5.7 165.1 4 8 2,068 44,280 198 248 49 M 12 x 76 2.6 6 „ 6.625 0 19 300 10341 7.91 9.88 1.93 1/2" x 3" 5 9 168.3 4.8 2, 068 46, 000 201 251 49 M 12 x 76 2.7 S , 8.625 0.19 300 17527 10.24 12.80 2.40 5/8" x 3 1/4" 11 7 219 f 4.8 2,068 77,966 260 325 61 M16 x 83 5.3 " Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire & Building Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approvai pressure ratings. " Gold color coded metric bolt sizes are available upon request. $ Max. End Gap is for cut grooved standard weight pipe. Valves for ro�l grooved pipe will be 1/2 that of cut grooved. Figure 577 Rigid Couplings have an Anti-Rotation Feature of "gripping teeth° along the coupling keys, which make the Figure 577 perfectly suited for "arm over" installations where the ►ikelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (IH-1000) Never remove any piping component or correct or modify any piping I ooO deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. certir�ed Company TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ' i Pi e Clam /��.Star ' • Extension Spl t p p RreProductsDiviswnofAnvd'Intemabonal � _ �� (Rod Threadedj ._,.__�...,__� SI2E RANGE: 3 i�" through 3" MATERIAL: Molleab�e iron FINISH: Plain or Galvanized SERVICE: Recommended for non-insulated stotionory pipe lines. MAXIMUM TEMPERATURE: 450° F APPROVALS: Complies with Federal Specification A-A-1192A (Type 12), WVJ-H-171-E �Type 25� and MSS-SP-69 (Type 12). FEATURES: "`� n �� ,,. • Rapid installation assured by hinged design and single closure xrew • When used with nipple this clamp is particulorly adaptive for use on refrigeration or com- , � �. pressor piping subject to vibration. • Interior design provides firm grip on pipe. • Inside of ring topered to prevent enhapment of condensed moisfure. � ORDERING: Specify pipe size, figure number, name and finish.The Model Cl is designed �`"-. , for a broad ronge of piping applications. It is a flexible style which provicles allowance for .. - controlled pipe movement caused by thermal changes, set�ing or seismic action, as well as �""�'� dampening noise and vibration. � � A Pipe Site Mox Load Weighf RodA ize B In. (6s. (bs. In. in. 3 /8 0. � � 13, �16 B y2 0.13 �/a 3 �4 �. � 4 � �� 8� �.�b 3 /8 )��8 1 �/a 0.22 1 1�h 014 il/�b 1 0.31 1' �/�c 2�h 0.60 2�/s 300 �-'� 3 0.74 27�6 Refer to the Pipe Hanger Catalog for Additional Parts available on Anvil's Web Site www.anvilintl.com Anvil° Pipe Hangers & Supports WWW .anvilstar .COm z�NV�L REV 05.23.06-001 � . • �" O . �� D� P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 #905 #906 OFFSET : i C.P.V.C. - STEEL - COPPER ,5 °°° : '�° HANGER - SIZE - 3/4" thru 2"p�pe. MATERIAL - Carbon Steel �p FINISH - Mil. Galvan�zed Re � LISTINGlAPPROVAL - Sr � d "'� a Q �Q� 203 - EX 4231, EX 2551 �I� PATENT - No. 6,648,278. FUNCTION - Hanger/restramer for honzonta] p�pe - C.P.V.C., Copper or Restraint Steel. L�sted hanger in all 3 mountmg posihons, �.e. vert�cal surface and both top and bottom of honzontal surface. Listed restrainer providmg verncal and lateral restra�nt. Prevents upward movement of pipe that supplies a pendent sprmkler helow the ceil�ng. Stabilizes vertical p�pmb by prov�ding horizontal restramt. INSTALLATION - Per N.F P.A 13, 13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawmgs Snap over pipe thcn squcczc strap back allowmg p�pc to slidc freely o 0 4 When #905 thrcads arc cxposcd m wood, mstall #90( backing nut. a FASTENERS- p ; ; v WOOD. UL Listcd per NFPA 13 a' CPVC p�pe -#905 scrcw- no prc-drill. Copper pipe -#905 screw- no pre-drill. Steel pipe - 1/4"xl 1/2" lag screw - no pre-dnll Thru 5/8" gypsum board - 1/4" x 2" lag screw a— —� STEEL: UL L�sted per NFPA 13 - min. 18 GA. Rescrairn CPVC p�pe - 1/4" ar#14 Tek Screw Copper pipe - 1/4" or # 14 Tek Screw Steel p�pe - 1/4" or # 14 Tek Screw. CONCRETE: Required mmunum load each fastener The higher of: 1701bs or 5(wt)+2501bs. 2 �� o a Restraint FEATURES * 1 1/2" Offset -]oose fit allows p�pe to slide. * 3/4" and 1" pipe size made with common center-lme. * Patented design for super�or strength. * Offset edge eliminates abrasion. * AFCON #905 screw l�sted for �vood has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Specific.IFCONprexlucts are exclusi�cly designed tu be cumpalible OVLY with other 4£CO1Vproducls mchiding parts and (as�rners, resulting m a hsted sway brace, mslrain.r ur hanger assembW. Be ad��ised lhn foliowing wartanty reelriction will apply DISCLAIMER - 4FCO3'�' w�Jl VOT warrant agamst the lailure of �ts products uhen used in combinauon w�ith other yroducts, pans or systems not manufactured or wld by AFCOh' AFCON chall NU'I' br liable under any evcumsmnces whatsoe�•er for any direct or indi�ec�, incidental or consequential dama@es o(any kmd, mcludmg but not hmrted to loss of business or profit, when non-AFCO:Y pmducts ha� e been, or are used "'"�� 9/07 �"`" � � . . • • • -� . � � _ � Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type ��Q Size Range — 3/4" thru 2" CPVC pipe � Material — Carbon Steel, Pre-Galvanized � Function — Intended to perform as a hanger to support only CPVC piping � used in automatic flre sprinkler systems The product acts as a hanger when � tab is upward and the fastener screw is in the horizontal position. Figure 22 + can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself It is not intended to support CPVC pipe from under a flat horizontal surface, such as a ceiling For this , type of installation, use the TOLCOT"" Fig 23, Double Fastener Strap for � CPVC Piping Fig 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation �` Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping Meets and exceeds the requirements of e i NFPA 13, 13R and 13D Features — Fig 22 incorporates features which protect the pipe and ease installation The flared edge design' pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is recommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed Damage has been know to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required Finish — Pre-Galvanized Note — Fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" Hardened Self Threading Screw with 5/16" hex washer head Order By — Figure number and CPVC pipe size '' Patent Pending Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft) Head Size Wt./100 3/4 2'/,6 1 1 5'/, 5/16 9 1 2"!,b 1'!,6 1'/,6 6 5l16 9 1'/, 3'!,6 1 1'/,6 6'/z 5/16 11 1'/2 3 1'/, 1'/,6 7 5/16 12 2 3'/. 2'!a 1'/,6 8 5/16 15 OflicelManufacturing Facility • 1375 Sampson Ave • Corona, CA 92879 • Ph 909 731.5599 • Fax: 909.737 0330 � Customer Service • 800.786.5266 www.tolco.com � . �� ... — _ � . � �� Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type � �` �"STE° Size Range — 3/4" thru 3" CPVC pipe , � Material — Pre-Galvanized Steel -__ Function — Intended to perform as a hanger/restrainer to support ,, �__ CPVC piping used in automatic fire sprinkler systems. Fig. 23 can � , �, `-_ ��;�, be installed on the top, bottom or side of a beam. The Fig. 23 also . ' /,-� functions as a restrainer to prevent the upward movement of the � � �' ' sprinkler head during activation. � ! ; ' r ` , `�� Approvals — Underwriters' Laboratories Listed in the USA (UL) �� ` I ,� !'„� and Canada (cUL) to support fire sprinkler piping. May be installed �',`• ` ', „" �.. in woo d using fas teners supp lie d wi t h p r o d u c t, o r i n t o m i n i m u m 2 0 j - W -�' gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds ? B -�" the requirements of NFPA 13, 13R and 13D. � y �, Features — Fig. 23 incorporates features which protect the pipe -',�� :_ _ , �� / and ease installation. The flared edge design protects the CPVC �r�� t `=--__�-� � w -� pipe from any rough surface. It also incorporates snap restrainers "� C �� . B�� A J allowing easier and faster installation. Easily attaches to the building �' � _ structure using the two UL Listed hex head self threading screws' '' furnished with the product. It is recommended that rechargeable - electric drills fitted with a hex socket attachment be used as instal- � lation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size WtJ100 3/4 3�/e 1 1 5�/z 5/16 9 1 3 1��/is 1 6 5/16 9 1�/a 4 2 1 6�fz 5/16 11 1�/z 4�/i e 2�/az 1 e 7 5/16 12 2 4�/e 2�/�s 1 8 5/16 15 2Vz 10 2�V�s � 9 5/16 22 3 11�/a 3 1 10 5/16 25 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951 737.5599 • FAX 951 737.0330 � CUSTOMER SERYICE • 600.786 5266 www.tolco.cnm � ■ � � . . . `� - . � - . � �� Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount � �` �us�° Size Range — 3/4" thru 2" CPVC pipe � Material — Pre-Galvanized Steel - ' � �� .,` Function — intended to perForm as a hanger/restrainer to support , ' CPVC piping used in automatic fire sprinkler systems Can be installed � -�� . , ,� - on the top or on the bottom of a beam. The Fig. 24 can also function ,�.- �,, as a restrainer to prevent the upward movement of the sprinkler head ' f - •, i during activation. � . ',' Approvals — Underwriters' Laboratories Listed in the USA (UL) and , � ,. " ' Canada (cUL) to support fire sprinkler piping. May be installed in wood using � � i� � fasteners supplied with product, or into minimum 20 gauge steel using (2) ��. _- 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, , 13R and 13D. ' ! � „� Features — Fig. 24 incorporates features which protect the pipe and ;' � ' ease installation. The flared edge design protects the CPVC pipe from �J � � `�� any rough surface. Easily attaches to the building structure using the two r I � UL Listed hex head self threading screws' furnished with the product. It `" .,, ( g�� is recommended that rechargeable electric drills fitted with a hex socket - ` ,/ � attachment be used as installation tools. No impact tools (such as a ham- - mer) are allowed. Damage has been known to result from installations using B'� n�J impact type tools. No pre-drilling of a pilot hole in wood is required. �' . Finish — Pre-Galvanized � Order By — Figure number and pipe size "`� * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B � Spacing (Ft.) Head Size WtJ100 3/4 2 1 1 5�h 5/16 9 � 2 ��j 6 � 3 �16 6 �J�� 6 9 1 3 1�/z 1�/is 6�h 5/16 11 1�h 3'/a 1 1 7 5/16 12 2 3��/�e 1 1 8 5/16 15 OFfICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92679 • PH 951 737 5599 • FAX 951 737 0330 m CUSTOMER SERVICE • 800.786.5266 � www.tolco.com -� GL1 �SG �,::. �"" ` Bronze Butterf ly Valves y � �` �' � � ,h 1,.1 � � Grooved End, Sizes : FIRE SPRINKLER �ORPORATION 2 and 2/►► Specifications Working Pressure 175 PSI (12.5 Bars) Max. Test Pressure 350 PSI (25.0 Bars) ` �'`~��` Max. Working Temp . 250°F (120°C) Factory installed UL Listed Double Tamper J-�'� Switch For Indoor and Outdoor Use. .�� , Materials of Primary Components Body ASTM B-505 Disc ASTM B-584 EPDM Encapsulated Upper Stem . ASTM A-564 Type XM 12 Lower Stem • ASTM A-564 Type XM 12 Gear Housing, Cover ASTM A-619 Hand Wheel ASTM A-619 Flag Indicator . ASTM B-16 York Mechanism ASTM A-283 Stem Bushing ASTM B-16 Conduit Connector � ASTM A-307 O-Rings (All) EPDM Grade "E" Cover Gasket N B R Approvals NYC - DOB MEA Approved 155-06-E UL, ULC Listed FM Approved � ca ( i o2 0) i ,1, i �oP r,�� c) I I ° - � � —� i � c A. � I � I � - { - ; - ---+-- � ,� � , � ; � � ��3 72 (9a 5)--_- P, DIMENSION UNIT:IN(mm) SIZE A B C Part No. 2" 1.96(49) 4.56 (114) 3.62 (90.5) 311765-G 2'/�" 2.18 (54.5) 4.56 (114) 3.82 (95.5) 311775-G FEBRUARY2010 Page3 BULLETIN BUTTERFLY REV#4 � - a o e a ves � �f� %4 I nch Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 P roduct corrosion resistance. The hand �-�� wheel is manufactured from cast iron y D escription materials to meet or exceed the requirements of Underwriters g ro n z e The Central Model F17 3-Way Laboratories, Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off, Association C-509 and ASTM A-126, �' O �� throttling, or drain valves. Class B Standards. The Central Model F17 3-Way The Central Model F17 3-Way Bronze Globe Valves provide positive Bronze Globe Valves are rated with V Ives shut-off under normal operating cold water at 200 psi, non-shock for conditions. They are recommended cold water service, and are tested for water service only. twice, air under water for consistent The Central Model F17 3-Way quality Bronze Globe Valves are of cast The Central Model F17 3-Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg. Source: Non-Domestic) .----2.00 3 Bill of Materials 2 Item Description Material Specification � � � O 5 1 Body Bronze ASTM B-62 7 qO 2 Hand Wheel Cast Iron ASTM A-126-B 3 Hand Wheel Nut Steel Commercial 2 45 6 1 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM B-16 � 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 ♦ _ � I . 1.69 —►I No. 27.3.0 Central Sprink No. 4-7.0 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm 1 U.S. gallon = 3.785 dm = 3.785 liters Conversions are approximate. CE _ Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 O 1991 CenUal Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F17.0 • � � n eC �� w t � _ a.. a v e s . 4. ;�fi�� ...., �R• Y Type Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 � Product that the clapper clears the watervvay for superior flow characteristics. B ro n ze , . The Central Model F18 Swing �� Description Check Valves are tested twice, air � under water for consistent quality. � W � n g The Central Model F18 Swing The Central Model F18 Swing Check Valves are designed for Check Valves are rated at 200 psi, general service to prevent backflow. non-shock for cold water service and C h e c k The Central Model F18 Soft Seat have a soft rubber seat for tight shut- Swing Check Valves provide positive off under all operating conditions. shut-off under normal operating (Mfg. Source: Non-Domestic) Valves conditions. They are recommended for water service only. The Central Model F18 Swing Check Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The angle pattern design ensures Dimensions - Weights wt. Size A B Lbs. � 1 /2" 2.23 1.71 .56 3/4" 2.80 2.00 .89 1 " 3.11 2.24 1.30 11/4" 3.77 2.65 1.75 1 1/2" 4.37 3.13 2.53 �� l 2" 5.10 3.79 4.34 A No. 14-5.0 � � Ordering Bill of Materials Information item Description Material Specification Ordering Information: When placing an order, indicate the full 1 Body Bronze ASTM B-62 product name. Please specify the 2 Cap Bronze ASTM B-62 quantity, model and style. 3 Disc Holder Brass Rod ASTM B-16 4 Hinge Pin Brass Rod ASTM B-16 Availability and Service: Central sprinklers, valves, accessories, and 5 Hinge Pin Plug Brass Rod ASTM B-16 other products are available through- 6 Seat Disc NBR Commercial out the U.S. and Canada, and 7 Disc Washer Brass Plate ASTM B-16 internationally, through a network of 8 Disc Nut Brass Rod ASTM B-16 Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace 5 2 any products found to be defective in material or workmanship within a period of one year from the date of 6 shipment. Please refer to the current Price List for further details of the warranty. 7 Patents: Patents are pending. 8 Conversion Table: � � � 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm 1 U.S. gallon = 3.785 dm = 3.785 liters Conversions are approximate. CE � Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 O 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F18.0 2 � — � �a a ve s . f._ Standard Port L �' � � �� ` � 150 PSI Saturated Steam :�� .�� : �� 400 W.O.G. ��`�" "� Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product The Central Model F19 Ball Valves are constructed of forged brass which . ensures that there are no pin holes D escription P o sses. occur in alternate ��" A large port size ensures good flow The Central Model F19 Ball Valves characteristics. Teflon* seats ensure are recommended primarily for shut- smooth operation under normal Va I ve s off service or throttling flow where operating conditions. desired. Central Ball Valves are of Each Ball Valve is tested twice with high-quality construction and are air under water to assure consistent rated at 150 psi with saturated steam, quafity. 400 psi with water, oil or gas, non- Central Ball Valves include a vinyl shock, well in excess of normal covered handle for a comfortable, operating requirements in fire smooth grip. (Mfg. Source: Non- protection service. Domestic) � Dimensions ��nes� Bore Nom. Size Size A B C (D) '/4' 1.65 1.50 3.31 0.320 i B '/z" 1.90 1.60 3.31 0.396 3 /4" 2.20 1.70 3.31 0.591 I 1" 2.64 2.01 4.65 0.787 y p 1'/4" 3.00 2.17 4.65 1.050 � 1 Yz° 3.35 2.60 5.28 1.260 2" 3.82 2.80 5.28 1.500 A 'Teflon is a trademark of the DuPont Corp. No. 27-4.0 Central Sprink No. 4-8.0 ' i i n i 2 r O-- ----- - -� --- 3 � rn 4 ' 90� � � 5 , 6 � i i i i I i i � � m z � O O O 10 i Bill of Materials No. Description Material Specification 1 Nut Brass ASTM B-16-C36000 2 Handle Steel ASTM A-283-D 3 Stem Gland Screw Brass ASTM B-16-C36000 4 Stem Packing Teflon` PTFE 5 Thrust Packing Teflon' PTFE 6 Stem Brass ASTM B-16-C36000 7 Body Forged Brass ASTM B-124-C37700 8 Ball Disc Packing Teflon* PTFE 9 Ball Disc Brass ASTM B-16-C36000 10 End Plu For ed Brass ASTM B-124-C37700 `Teflon is a trademark of the DuPont Corp CE � Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 O 1992 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 Bulletin F19 1 , SWlNG CHECK ' ' �� . VALVE ��' - STANDARD & p SH4TGUN p . `,�a��• 'f- ' � ..` � ��` MODEL RCV FIRE SPRINKLER CQRPORATI�N GROOVE/GROOVE DESCRIPTION AND OPERATION 2 p 2� n 3 N 4 p �t s N S/ZES Globe Model RCV Swing Check Valves feature a swing type clapper designed for use in fire sprinkler or other types of water piping systems that incorporate grooved connecting pipe ends. They are effectively used when it is necessary to permit water flow in one direction only, preventing flow in the reverse direction (non- return). Because the RCV incorporates a spring-loaded clapper assembly, it may be installed in either the vertical or horizontal position. Most commonly, it is used with various configurations of fire department connections for fire sprinkler systems, by-pass connections, gravity pressure tank and, pump discharge in connec- tions from public water supplies to automatic sprinkler systems, etc. As an alternative to using an alarm check valve with a wet sprinkler system, an RCV Swing Check Valve may be used in a "Shotgun" arrangement whereby the valve is trimmed in a similar manner but utilizes an electric water flow switch and alarm bell instead of a water motor gong for fire notification. The body of the Globe RCV Swing Check Valve is constructed MODEL RCV of high tensile strength cast iron having considerable ductility to SWING CHECK VALVE reduce damage in field handling. It meets the ASTM Al26 Class B rating. The RCV clapper assembly is made of stainless steel and has an E.P.D.M. rubber facing. The RCV incorporates a special stainless steel spring assembly which allows its use in the down- ward flow direction. It effectively provides a leak tight seal against back pressures greater than one (1) psi. PHVS�cn�o�nner,s�oNs APPROV�ILS • cULus Listed �•H° � FM Approved OPTIONAL FoR R�SER � + NYC - DOB MEA 305-05-E '"ST^�`^T'°" .�.. TECHNICAL DATA -F- � Water Working Pressure Rating - 300 psi (20 7 Bars) � �, Factory tested hydrostatically to 600 psi (41.4 Bars) E O Equivalent feet of pipe: 2" Valve = 7.2 feet, 2 1/2" ��' ` Valve = 7 2 feet, 3" Valve = 7.2 feet, 4" Valve - 9.9 feet, � ��___� 6" Valve = 16 1 feet. „�• �-,4"PT ..�°� " l" WEIGHT SIZE A C E F G H I J K L (Ibs.) no trim 2" 1" 4" 3 1/2" 4 I!2" 6 I/2" I!4" I 1/2" 2 I/4" 2 I!2" 4 3/4" 4.5 2 I/2" I I/4" 4 I/2" 4" 5" 7" I/4" I I/2" 2 I/2" 2 3!4" 5 1/2" 8 3" I 1/4" 5" 4 I/2" 6" 7 3/4" I/4" 2" 3" 3 3/4" 6 3/4" 12 4" 2" 6 I!4" 4" 6 I/2" 8 1/2" I/4" 2 I/2" 3 I12" 4 I!4" 7 IR" 17.5 6" 2" 8" 5" 8" 10 I/2" I/4" 3 I!4" 4 I/4" 5 1/2" 10" 40.5 4077AIRPARKDRIVE,STANDISH,MICHIGAN48658 989-846�583 • FAX989-846-9231 OCTOBER2005 .�10 BULLETIN RCV REV #1 '$WING CHECK VALVE - 2", 2%�, 3" 4" & 6" MODEL RCV - STANDARD & "SHOTGUN" GROOVE/GROOVE ITEM DESCRIPTION MATERIAL 2" PIN 2%" P/N 3" PIN �" PIN 6" PIN 3 � I Hinge Pin Stainless Steel 321521 321528 321535 321541 321549 �\� � t2 2 Torsion Spring Stainless Steel 321523 32153I 32I531 321545 321554 z 3 Machined Body Castlron 321501 321503 321505 321507 321509 8 ,�p 4 Il2" NPT Plug Gast Iron 311003 31 1003 31 1003 31 1003 311003 5 Seat Ring Brass 321522 321530 321537 321543 321551 1 6 Locknut Stainless Steel 321556 321556 321556 32�556 321556 9 � 7 Nameplate Aluminum 321558 321558 321558 321558 321558 5 8 Clapper Stainless Steel 321515 321527 321534 321540 321548 q 9 Clapper Facing Disc EPDM 321516 321529 321536 321542 321550 �� 6 10 Sealing Washer Hard Fiber 321518 321518 321518 321518 321518 C ROSS SECTION I I Disc Reainer Sainless Steel 321517 321517 321517 321544 321544 12 Hex Head Bolt Stainless Steel 321519 321519 321555 321555 321559 n SHOTGUIY n TR/M ARRANGEMENT 2 SIZE A B C 4 � „ 7 2" 10" 8 3/4" 2 114" 5 3 6 2 I/2" II" 9 1/4" 2 I/4" o � 3 12" 9 112" 2 I/2" 4 � � 4" 13 I!2" 10" 3 I!4" 8 � S 6" 14 I14" 10 3/4" 4" 6 � „ TOP VIEW FRONT VIEW ITEM DESCRIPTION 2" 2%" 3" 4" 6" QTY. I RCV 321526 321533 321539 321547 321557 I 2 Angle Valve 3 I I 614 ( I") 3 I I 615 ( I I/4") 3 I I 615 ( I I!4") 3 I 1617 (2") 3 I I 617 (2") I 3 Close Nipple 310500 (I") 310600 (I I!4") 310600 (1 I/4") 310800 (2") 310800 (2") I 4 Il4" Water Gauge 300119 300119 300119 300119 300119 2 5 I/4" 3 Way Valve 311683 31 1683 311683 311683 31 1683 2 6 I/4" Plug 311001 311001 311001 311001 311001 2 7 I/4" Nipple 31 I 101 (I I/2") 31 I 102 (2") 310102 (2") 310103 (21/2") 310103 (2 I!2") I 8 1/4" x 5 I/2" Nipple 310109 310109 310109 310109 310109 I ORDER/NG INFORMAT/ON GLOBE`� PRODUCT WARRANTY Globe agrees to repair or replace any of its own SPECIFY manufactured products found to be defective in material • Quantity � Model Number or workmanship for a period of one year from date of • Standard or Shotgun style. shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List) J,�yiJ�� .. �" �"�� 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 ;:.'; FIRE SPRiNKLER CORPflRATlQN 989-846�1583 FAX 989-846-9231 OCTOBER2005 PRINTEDUS.A. BULLETINRCVREV #1 " :" �;:�"�"'� .e� .��^ : : .,�,.. . �.. _ ,. ��.,r�;� Y � , , .Sds�"°'�'�Y` ""xSx°�v. � .t�'� '!t"i.";'� ✓,' , ' N� ., .�`- ,.� . . . . . ! �� Cement Recommended Viscosity at Recommended pipe Set-up time installation �ap Shear 75 as (MSDS sheets available at www.carlon.com ) application and sizes (Evaporation Rate) temperature @ 73°F inanufactured Stv�dard Grade Clear Solvent Cement with dauber � Part Std. Recommended for all grades 10 Not recommended 40° to 100 2 hrs. 350 psi 500-900 cps �� No. Size Ctn. Qty. and types of Carlon PVC 30 5-6 minutes 16 hrs. 800 psi conduit, duct, wirewa and -= VC9964 �/z Pint 10 �` 50 3-4 minutes 72 hrs. 1,500 psi _ ,� fittings, except Flex-P us� �p°.g0 1-2 minutes """ ` VC9963 Pint 24 Blue`" ENT (Electrical ^""~"" VC9962 Quart �Z NonmetallicTubing.) VC9961 P Gallon 6 Up through 6" diameter. Regular Grade Gmey Solvent Cement with dauber* Part Std. Recommended for all 10'-30 Not recommended 40° to 100 2 hrs. 350 psi 500-900 cps � No. Size Ctn. Qty. grades and types of Carlon 30'•50 5-6 minutes 16 hrs. 800 psi -- VC9924 �/z Pint 10 PVC conduit, dud, wireway 50'-10 3-4 minutes 72 hrs. 1,500 psi — and fittings, except Flex- 70 1-2 minutes .--- ° VC9923 Pint 24 Plus� Blue'" ENT (Eledrical � VC9922 Quart �Z NonmetallicTubing.) � :�..,., VC9941 P Gallon 6 Up through 6" diameter. All-Weather "Quick-Set" Clear Solvent Cement = with dauber' 1�-30°F 4-5 minutes 5° to 100°F 2 hrs. 350 si 400-700 s Recommended for all p �p /� No. Size CfitQty pVC conduiryd w �ewoa 30'•50°F 3-4 minutes 16 hrs. 800 psi _ Y 50'-70 1-2 minutes 72 hrs. 1,500 psi ^��„�,..�.�,� VC9984 �Iz Pint 10 and fittings, except Flex- 70'-90 �li-1 �It minutes � VC9983 Pint Zq Plus� Blue'" ENT (Electrical � Nonmetallic Tubing.) " VC9982 Quart 12 Up through 6" diameter. VC9981 P Gallon 6 All-Weat�er ENT Blue Recommended for use ,�� — " Ck-Set" SOlvent with Flex-Plus• Blue'" ENT � 10'-30 4-5 minutes 4 to 100 2 hrs. 350 si 400-700 c s °'�a�r ewe ! Cement with brush (Electrical Nonmeta�llic 16 hrs. 800 P si P °� Tubing), Riser-Gard & 30'-50 3-4 minutes P �T Part Std. PVC Optic-Gard•, P&C 50'•70°F 1-2 minutes 72 hrs. 1,500 psi -- ' No. Size Ctn. Qty. Flex•, and Carlon PVC 10'-90°F �h-1�Iz minutes " � VC9992 Quart �Z fittings. ° "�`�"' y � VC9993 Pint Z4 Up through 4" diameter. LOW VOC Solvent Recommended for all �p'.30°F Not recommended 40 to 100 2 hrs. 350 psi 500-900 cps Cement with dauber* grades and types of Carlon PVC conduit, duct, wireway 30'-50°F 5-6 minutes 16 hrs. 800 psi �on�nr��rv�c � Part Std. and fittings, except Flex- 50°-70°F 3-4 minutes 72 hrs. 1,500 psi �� No. Size Ctn. Qty. Plus• Blue"' ENT (Electrical 70'-90°F t-2 minutes Nonmetallic Tubing.) �-'�'-,- VC9LV4 �h Pint �� Up through 6" diameter. '�`°"'�='" VC9LV3 Pint 24 �"'�"'�° „ VOC emission of 490 """�� VC9LV2 Quart 12 gramslliter per the Bay and South Coast test method. Primer with dauber - Part Std. Recommended for use NIA 5° to 100°F NIA N/A No. Size Ctn. Qty. c�ax with Carlon cement and PRIMER VC9903 Pint 24 all types and sizes of — VC9902 Quart 12 Carlon WireSafe'" ��: �° wireway. Purple: °""�""" VC9932 Quart 12 'MeetsASTM D2564 Made in the U.S.A. www.carlon.com 53 '� 1� � ', i 1 1 1 1 ' t i '' I 1 , � I Carlon' Ri id Non�netallic Conduit, Fittings & Accessories � Carlon� manufactures the most complete line of nonmetallic �mpact Resistant Carlon Plus 40� and Plus 80� non- conduits and fittings in the electrical industry. Carlon Plus 40� metallic conduits are resistant to sunlight and are UL Listed and Plus 80� conduits are designed for use aboveground and for exposed or outdoor usage. The use of expansion fittings underground as described in the National Electrical Code. allows the system to expand and contract with temperature Specify only Carlon contluits and fittings to insure raceway variations. system integrity. Corrosion Resistant Carlon conduits and fittings are F eatures nonmetallic and will not rust or corrode. Carlon nonmetallic Ptus 40� and Plus 80� conduits and EdSe Of It15tdlldtl011 Nonmetallic conduits are �14 to �/5 elbows are manufactured to NEMA TC federal the weight of inetallic systems, can be installed in less than specification WC1094A and UL 651 specifications. Fittings half the time, and are easily fabricated on the job. are manufactured to NEMA TC-3, Federal specification Sdfety Nonmetallic conduits are nonconductive, assuring a WC1094A and UL514B. Both conduit and fittings carry safe system. respective UL or ETL Listings and UL or ETL labels. Support of �arlon Rigid Non�netallic Condu�t in Aboveground Installations Table 347-8, NEC Table 347-8 99 NEC shows the support requirements for Plus 40 Conduit Maximum Spacing Between and Plus 80� rigid PVC nonmetallic conduit. size (in.) su orts (feet) �/z-1 3 Plastic conduit should always be installed away from steam lines, >>�a- 2 5 etc. Support straps should allow for lineal movement caused by Z��Z _ 3 6 expansion and contraction. 3��z - 5 � Maximum ambient temperature is 122°F (50°C). 6 8 Acceptable Dimensions in Inches of UL Listed Integral Bell I� Trade Size A B C � of Conduit At Entrance At Bottom Socket Depth in Inches Maximum Minimum Maximum Minimum Maximum Minimum ��, , � �!z 0.860 0.844 0.844 0.828 1.500 0.652 ;� �, � 3 /a 1.074 1.054 1.056 1.036 1.500 0.719 �� . . 1 1.340 1.320 1.320 1.300 1.875 0.875 1� la t.689 1.665 1.667 1.643 2.000 0.938 1�/z 1.930 1.906 1.906 1.882 2.000 1.062 2 2.405 2.381 2381 2.357 2.000 1.125 ` 2�/z 2.905 2.875 2.883 2.853 3.000 1.469 3 3.530 3.500 3.507 3.477 3.125 1.594 3�/Z 4.065 3.965 4.007 3.977 3.250 1.687 4 4.565 4.465 4.506 4.476 3.375 1.750 5 5.643 5.543 5.583 5.523 3.625 1.937 6 6.708 6.608 6.644 6.584 3.750 2.125 Made in the U.S.A. www.carlon com 3 � � � � � ' � + � � � � + � , � 1 � �� ' • ET� �� arlon Plus 4� � Rigid PV� Non�netalllc Co��ult UL651 listed ��TED (Heavy Wall EPC) to the NEC E35297 by the ETL Listed for underground applications encased in concrete or direct burial. Also for use in exposed or concealed applications aboveground. • Sunlight resistant • Rated for use with 90°C condudors • Superior weathering charaderistics Plus 40� Heavy Wall Part No. Std. Crate Qty. Wt. Per Dimensions With Integral Bell* �o' zo Nom. Size �o� zo� �oo O.D. I.D. Wall 49005-010 �IZ" 6000' 17 .840 .622 .109 49007-010 49007-020 3 /a' 4400' 8800' 23 1.050 .824 .113 ,. „. 49008-010 49008-020 1" 3600' 7200' 34 1.315 1.049 .133 49009-010 49009-0�0 1�la" 3300' 6600' 46 1.660 1.380 .140 49010-010 49010-020 t�h" 2250' 4500' S5 1.900 1.610 .145 49011-010 49011-020 2" 1400' 2800' 73 2.375 2.067 .154 49012-010 49012-020 2�/z' 930' 1860' 124 2.875 2.469 .203 49013-010 49013-020 3" 880' 1760' 163 3.500 3.068 .216 49014-010 49014-020 3�/z' 630' 1260' 196 4.000 3.548 .226 �-; 49015-010 49015-020 4" 570' 1140' 232 4.500 4.026 .237 � 49016-010 49016-020 5" 380' 760' 315 5.563 5.047 .258 49017-010 49017-020 6" 260' S20' 409 6.625 6.065 .280 Rigid nonmetallic conduit is normally supplied in standard 10' lengths, with one belled end per length. For specific requirements, it may be produced in lengths shorter or longer than 10', with or without belled ends. �arlon Plus 80'? Rigid PVC Non�netallic Conduit (Extra Heavy Wall EP C- 80) Listed for use in aboveground and belowground applications that are subject to physical damage. + Sunlight resistant • Rated for use with 90°C conductors • Superior weathering characteristics • For use in areas subject to physical damage With Integral Bell* Plus 80� Extra Heavy Wall Part No. Std. Crate Qty. Wt. Per Dimensions 10' 20' Nom.Size 10' 20' 100' O.D. I.D. Wall 49405-010 - �/z' 6000' - 21 .840 .546 .147 49407-010 - 3 /a' 4400' - 30 1.050 .742 .154 49408-010 - 1" 3600' - 44 1.315 .957 .179 49409-010 - 1�/a" 3300' - 60 1.660 1.278 .191 49410-010 49410-020 1V1" 2250' 3600' 72 1.900 1.500 .200 49411-010 49411-020 2" 1400' 2800' 101 2.375 1.939 .218 -� 49412-010 49412-020 2�1�' 930' 1880 154 2.875 2.323 .276 �. 49413-010 49413-020 3" 880' 1760' 210 3.500 2.900 .300 " 49415-010 49415-020 4" 570' 1140' 308 4.500 3.826 .337 49416-010 49416-020 5" 380' 760' 428 5.563 4.813 375 49417-010 49417-020 6" 260' S20' S88 6.625 5.761 4.32 Rigid nonmetallic conduit is normally supplied in standard 10' lengths, with one belled end per length. For specific requirements, it may be produced in lengths shorter or longer than 10', with or without belled ends. Use Schedule 40 Fittings with Notes: t Special fittings and conduit sizes will be quoted on request. Plus 40� and Plus 80� Conduit Z• DON'T FORGET TO ORDER CEMENT. Made in the U.S.A. 3. Carlon reserves the right to ship to the nearest unitized quantity. q www carlon.com ti � I � � f � � / � 1 for Fire Alarm Bell, ABS "..,�.,�r�r y ° �.. Description FPPI's Back Box for Fire Alarm Bells is made from high impact ABS thermoplas- tic. ABS is known for its strength and rigidity and has superior electrical insula- tion properties as compared to PVC, Styrene or other plastics. ABS can also be Specifications used in a wide range of temperatures from -13 °F (-25° C) and 140 °F (60°) ABS is resistant to the elements that would normally cause corrosion in a similar back Materials: box made from cast aluminum with a painted finish. The back box design includes Acrylonitrile butadiene sty- two tabs for easy surface mounting with two 1/2" NPT threaded inlets/outlets for rene (ABS) through wiring. Each back box is supplied with four screws for mounting a compat- ible bell and an extra 1/2" NPT plug for plugging an unused NPT inlet or outlet. Sizes: 4' Back box with two 1/2" NPT threaded outlets/inlets. Includes for bell mounting Installation erties are dependent on all installed screws and one 1/2" NPT components (NPT plugs, conduit Install in accordance with usual and connections, alarm bells, etc.) being plu9 customary installation techniques for installed in a weather resistant fashion electrical apparatus The ABS back Color: and having weather resistant properties Dark Gray box can be attached to most flat even of their own. When installed correctly, surfaces in either horizontal or verti- the final assembly of all components cal positioning Mounting to an un- should provide a reasonable amount of even surface may cause the back box resistance to moisture. to become deformed, compromise weather resistance and prevent proper Maintenance installation of the alarm bell. In order to No regular maintenance is required. maintain its' weather resistant proper- As with all fire sprinkler system compo- ties install the supplied 1!2" NPT plug nents, regularly inspect the back box when not "through" wiring the bell to for damage to insure expected perfor- another appliance Prolonged exposure mance. to direct sunlight may cause the surface of the backbox to appear slightly discol- ored. This appearance does not change Related Products the performance characteristics of the product. Do not mount any electrical 6" Alarm Bell appliance in areas that are expected to 10" Alarm Bell be exposed to direct streams of water Alarm Bell Cage (Guard) or directly exposed to inclimate weather Alarm Bell Signs The back box weather resistant prop- Fire Protection Products, Inc. 6241 Yarrow Dr , Suite A, Carlsbad, CA 92011-1541 F P P 1 � For questions. 1 800 344-7822 • 1 800 344-3775 fax • www.fppi.com 002007 Fire Protection Products, Inc �� nm �� Fire Sprinkler Accessories F P P I� Alarm Bells and Bell Accessories I/ �� ° "••- - �•�•,, '`h � Part No. Description Box Clty. 02-450 Alarm Bell, 10" 120VAC 10 02-452 Alarm Bell, 6" 120VAC 20 02-455 Alarm Bell Back Box 48 02-457 Bell Guard 20 �s;°_ f', �, _ . �,�.��.- �.� �y .� , ,. T �. ..:, � . � � - = .`r;�J,d t " �� . - - � �:� . - _ � " _�-� - -_ ,� � -,.�...�___ �, k»' . "; §', �� ,�_ � •:��.;�� Break Shackle Locks �� A �L$: � FPPI offers break shackle locks to preveni tampering with controlled valves. "``� `�' .�� Locks are keyed alike to allow easy access to secured valves by authorized � b� � s -, �� personnel. �;; � � � "` � '' �...�""� Part No. Description Box Glty. ��"`^�� A ' 02-410 Break Shackle Lock #764-40 250 .-��= � ` 02-411 Master Break Lock #500KABRK197 72 O� O O W �' Sign Chain � � � Zinc plated for corrosion resistance. Suitable for use in exposed areas. r � � Part No. Description Box �ty. N N r ,,,,� 02-200 #16 Sign Chain, 100' Box 20 � 02-201 #16 Sign Chain, 250' Reel 1 � '''�:;;�*< � � � � Spare Sprinkler Head Cabinets a —' All Spare Sprinkler Head Cabinets are equipped with "knockouts" to � accommodate 1/2" or 3/4" sprinkler heads. ESFR head box will O � accommodate 3/4" or 1" IPS sprinklers. Finish Red Enamel Part No. Description Box oty. 02-400 Spare Head Box, 12 Head 20 02-401 Spare Head Box, 6 Head 25 02-402 Spare Head Box, 3 Head 20 02-403 ESFR Spare Head Box, 6 Head 20 10 > .� ;- , - 1' � 1 1 , _� -. _ • _ --;�. � �� ,.. . . . �� - pLa��%"� .�'�,. ' _ ` f ,. ��,�p'�. �� Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is Specifications shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds Material: NFPA13 requirements. All signs (except 7" round) are drilled in .020" aluminum with four corners to allow for easy installation. All signs (except 7" removable plastic protec- tive coating round) may be installed with sign chain or with any fastener that is suitable for the material that the sign is being attached. The sizes 7" round bell signs are center drilled to allow for installation di- s" x 2" rectly to the bell gong assembly. Type "A" 9" x 7" Control valve a�� x s�� signs are drilled with the same fou� hole pattern as Type "B" 6" 5" x 7�� x 2" signs to allow for attachment of Type "B" to Type "A". 9�� X 7�� 12" x 10" 85"x11" Installation Installation of aluminum signs through the top holes on the See current catalog for a full is accomplished by several Signs and hung on the ap listing of all available signs methods. The most common propriate valve or piping. The installation procedure is to signs may also be fastened to use #16 Single Jack chain a flat surface with fasteners to hang the sign on the area appropriate to the base mate- being identified. Since all of rial. (The 9" x 7" Fire Alarm the above mentioned signs Bell sign must be drilled if it is are predrilled at all four cor- to be attached directly to the ners, the last link of the chain bell gong.) can be opened and hooked Fire Protection Products, Inc � 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 �01996-2007 Fire Proteciion Products, Inc (FPPI) F„, P , � For questions: 1 800 344-1822 • 1 S00 344-3775 fax • www.fppi.com v tL.�CO Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 B/azeMaster�' TFP-40i One Step So/vent Cement MSDS (Material Safety Data Sheet) M3DS No: TYCOl0E6 Issue Date: 11 May 2006 SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Trade Name: BLAZEMASTER CPVC CEMENT TFP-401 Product Use: Cement for CPVC Pipe Formula: CPVC Resin in Solvent Solution Synonyms: CPVC Plastic Pipe Cement Firm Name & TYCO c/o OATEY C0. 9700 West 160th Street P.O. Box 35906 Mailing Address: Cleveland, Ohio 44135, U.S.A. http://www.oatey.com Oatey Phone Number: (216) 267-7100 or (800) 321-9532 Emergency Phone For Emergency First Aid call 1-877-740-5015. For Numbers: chemical transportation emergencies ONLY, call Chemtrec at 1-800-424-9300. Outside the U.S. 1-703-527-3887. Prepared By: Corporate Director - Safety and Environmental Compliance Preparation Date: May 11, 2006 SECTION 2 COMPOSITION/INFORMATION ON INGREDIENTS INGREDIENTS: �wt/wt: CAS NUMBER: ACGIH TLV TWA: OSHA PEL TWA: OTHER: Acetone 5- 15= 67-64-1 500 ppm 1Q00 ppm 750 ppm STEL Tetrahydrofuran 40 - 55`= 109-99-9 50 ppm(skin) 200 ppm 25 ppm (Mfg) 100 ppm STEL Methyl Ethyl Ketone 5- 15�, 78-93-3 200 ppm 200 ppm None 300 ppm STEL Cyclohexanone 5- 15� 108-94-1 20 ppm(skin) 50 ppm None 50 ppm STEL CPVC Resin 15 - 30` 68648-82-8 10 mg/m3 None None (Non-hazardous) Established Amorphous Fumed Silica 1- 5'� 112945-52-5 10 mg/m3 None None (Non-hazardous) Established OSHA Hazard Classification: Flammable, irritant, organ effects SECTION 3 HAZARDS IDENTIFICATION Emergency Overview: Red liquid with an ether-like odor. Extremely flammable liquid and vapor. Vapors may cause flash fire. May cause eye and skin irritation. Inhalation of vapors or mist may cause respiratory irritation and central nervous system effects. Swallowing may cause irritation, nausea, vomiting, diarrhea and kidney or liver disorders. Aspiration hazard. May be fatal if swallowed. Symptoms may be delayed. Page 1 of 6 JUNE, 2008 TFP1992 , Prage 2 of 6 TFP1992 SECTION 4 FIRST AID MEASURES CALL 1-877-740-5015 Skin: Remove contaminated clothing immediately. Wash all exposed areas with soap and water. Get medical attention if irritation develops. Remove dried cement with Oatey Plumber's Hand Cleaner or baby oil. Eyes: If material qets into eyes or if fumes cause irritation, immediately flush eyes with plenty of water until chemical is removed. If irritation persists, get medical attention immediately. Inhalation: If symptoms of exposure develop, remove to fresh air. If breathing becomes difficult, administer oxygen. Admini�ter artificial respiration if breathing has stopped. Seek immediate medical attention. Ingestion: DO NOT INDUCE VOMITING. Rinse mouth with water. Never give anythinq by mouth to a person who is unconscious or drowsy. Get immediate medical attention by calling a Poison Control Center, or hospital emergency room. If inedical advice cannot be obtained, then take the person and product to the nearest medical emergency treatment center or hospital. SECTION 5 FIRE FIGHTING MEASURES Flashpoint / Method: 0- 5 Degrees F. (-18 --15 Degrees C; / PMCC Flammability: LEL = 1.8 % Volume, UEL = 11.8 -: Volume Extinguishing Use dry chemical, CO2, or foam tc extinguish fire. Cool fire Media: exposed container with water. Gdater may be ineffective as an extinguishing agent. Special Fire Firefighters should wear positive pressure self-contained Fiqhting breathing apparatus and full pretective clothing for fires in Procedure: areas where chemicals are used or storeci [Jnusual Fire and Extremely flammable liquid. Keep away from heat and all Explosion sources of ignition including sparks, flames, lighted Hazards: cigarettes and pilot lights. Containers may rupture or explode in the heat of a fire. Vapors are heavier than air and may travel to a remote ignition source and flast bacl�. This product contains tetrahydrofuran that may form explosive organic peroxide when exposed to air or light cr with age. Hazardous Combustion will produce toxic and �rritating vapors including Decomposition carbon monoxide, carbon dioxide and hydrogen chloride. Products: SECTION 6 ACCIDENTAL RELEASE MEASURES Spill or Remove all sources of ignition and ventilate area. Stop leak if it Leak can be done without risk. Personnel cleaning up the spill should Procedures: wear appropriate personal protective equipment, including respirators if vapor concentrations are high. Soak up spill with an inert absorbent such as sand, earth or other non-combusting material. Put absorbent material in covered, labeled metal containers. Prevent liquid from entering watercourses, sewers and natural waterways. Report releases to authorities as required. See Section 13 for disposal information. SECTION 7 HANDLING AND 3TORA6E Handling: Avoid contact with eyes, skin and clothing. Avoid breathing vapors or mists. (Jse with adequate ventilation (equivalent to outdoors). Wash thoroughly after handling. Do not eat, drink or smoke in the work area. I<eep product away from heat, sparks, flames and all other sources of ignition. No smoking in storage or use areas. Keep containers closed when not in use. Storage: Store in a cool, dry, well-ventilated area away from incompatible materials. Keep containers closed when not in use. Other: "Empty" containers retain product residue and can be hazardous. Follow all MSDS precautions in handling empty containers. Do not cut or weld on or near empty or full containers. 7i�FPi992 Page 3 of 6 SECTION 8 EXPOSURE CONTROLS/PERSONAI, PROTECTION Ventilation: Open docrs & windows. Provide ventilation capable of maintaining en�issions at the point of use below recommended exposure limits. If used in enclosed area, use exhaust fans. Exhaust fans should be e7.plesion-proof or set up in a way that flammable concentrations of solvent vapors are not exposed to electrical fixtures or hot surfaces. Respiratory For cperations where the exposure limit may be exceeded, a NIOSH Protection: appreved organic vapor respirator or sup�lied air respirator is re��ommended. Equipment selection depends on contaminant type and cencentration, select in accordance with 29 CFR 1910.134 and good in�ustrial hygiene practice. For firefighting, use self-contained breathing apparatus. Skin R>>bber gloves are suitable for normal use of the product. For long Protection: ex�esures chemical resistant gloves may be required such as 4H(tm) or Silver Shielditm) to avoid prolonged skin contact. Eye Safe*y glasses with side shields or safety goggles. Protection: Other: Eye wash and safety shower should be available. SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Boiling Point: 151 Degrees F/ 66 Degrees C Melting Foint: ��ot applicable Vapor Pressure: 145 mmHg @ 20 Degrees C Vapor Density: (Air = 1) 2.5 Volatile Components: 70 - 80� Solubility In Ydater: Negligible pH: Not applicable Specific Gravit}�: 0.98 +/- 0.02 @ 20 Degrees C Evaporation Rate: (BUAC = 1) = 5.5 - 8.0 Appearance: Red Liquid Odor: Ether-Like Will Dissolve In: Tetrahydrofuran Material Is: Liquid 3ECTION 10 STABILITY AND REACTIVITY Stability: Stable. :onditions To Avoid: Avoid heat, sparks, flames and other sources of ignition. Hazardous Combustion will produce toxic and irritating vapors Decomposition including carbon monoxide, carbon dioxide and hydrogen Products: chloride. Incompatibility/ Oxidizing agents, alkalis, amines, ammonia, acids, chlorine Materials To Avoid: cornpounds, chlorinated inorganics (potassium, calcium and sodium hypochlorite) and hydrogen peroxides. May attack plastic, resins and rubber. Hazardous Polymerization: Will not occur. SECTION 11 TOXICOLOGICAI, INFORMATION Inhalation: Vapors or mists may cause mucous membrane and respiratory irritation, couqhing, headache, dizziness, dullness, nausea, shortness of breath and vomiting. High concentrations may cause central nervous system depression, narcosis and unconsciousness. May cause kidney, liver and lung damage. Skin: May cause irritation with redness, itching and pain. Methyl ethyl ketone and cyclohexanone may be absorbed through the skin rausing effects similar to those listed under inhalation. Eye: Vapors may cause irritation. Direct contact may cause irritation with redness, stinging and tearing of the eyes. May cause eye damage. Ingestion: Swallowing may cause abdominal pain, nausea, vomiting and diarrhea. Aspiration during swallowing or vomiting can cause chemical pneumonia and lung damage. May cause kidney and liver damage. Chronic Prolonged or repeated overexposure cause dermatitis and damage Toxicity: to the kidney, liver, lungs and central nervous system. Continued... R•age 4 of 6 TFP1992 Toxicity Data: CycloheYanone: Oral rat LD50: 1,620 mg/kg Inhalation rat LC50: 8,000 ppm/9 hours Skin rabbit LD50: 1 mL/kg Tetrahydrofuran: Oral rat LD50: 1,650 mg/kg Inhalation rat LC50: 21,000 ppm/3 hours Methyl Ethyl Ketone: Oral rat LD50: 2,737 mg/kg Inhalation rat LC50: 23,500 mg/m3/8 hours Skin rabbit LD50: 6,480 mg/kg Sensitization: None of the components are known to cause sensitization. Carcinogenicity: None of the components are listed as a carcinogen or suspect carcinogen by NTP, IARC or OSHA. The National Toxicology Program has reported that exposure of mice and rats to tetrahydrofuran (THF} vapor levels up to 1800 ppm 6 hr/day, 5 days/week for their lifetime caused an increased incidence of kidney tumors in male rats and liver tumors in female mice. The significance of these findings for human health is unclear at this time, and may be related to "species specific" effects. Elevated incidences of tumors in humans have not been reported for THF. ACGIH has classified cyclohexanone (CYH) and tetrahydrofuran as ��A3," Confirmed Animal Carcinogens with Unknown Relevance to Humans. Mutagenicity: Cyclohexanone has been positive in bacterial and mammalian assays. Methyl ethyl ketone and tetrahydrofuran are generally thought not to be mutagenic. Reproductive Methyl ethyl ketone and cyclohexanone have been shown to cause Toxicity: embryofetal toxicity and birth defects in laboratory animals. Tetrahydrofuran has been found to cause adverse developmental effects only when exposure levels cause other toxic effects to the mother. Medical Persons with pre-existinq skin, lunq, kidney or liver disorders Conditions may be at increased risk from exposure to this product. Aggravated By Exposure: SECTION 12 ECOLOGICAI, INFORMATION This product is not expected to be toxic to aquatic organisms. Cyclohexanone: 96 hour LC50 values for fish is over 100 mg/1. Tetrahydrofuran: 96 hour LC50 fathead minnow: 2160 mg/L. Methyl Ethyl Ketone: 96 hour LC50 for fish is greater than 100 mg/L. VOC This product emits VOC's (volatile organic compounds) in its use. Information: Make sure that use of this product complies with local VOC emission regulations, where tYiey exist. VOC Level: 490 g/1 per SCAQMD Test Method 316A. 3ECTION 13 DI3POSAL CONSIDERATIONS Waste Disposal: Dispose in accordance with current local, state and federal regulations. RCRA Hazardous Waste Number: U05i, U159, U213 EPA Hazardous Waste ID Number: D001, D035, F003, F005 EPA Hazard Waste Class: Ignitable Waste. Toxic Waste (Methyl Ethyl Ketone content) SECTION 14 TRANSPORT INFORMATION DOT Less than 1 Liter (0.3 qal) Greater than 1 Liter (0.3 qal) Proper Shipping Name: Consumer Commodity Adhesives Hazard Class/Packing Group: ORM-D 3, PGII UN/NA Nurnber: None UN1133 Hazard Labels: None Flammable Liquid IMDG Proper Shipping Name: Adhesives Adhesives Hazard Class/Packing Group: 3, II 3, II UN Number: UN1133 UN1133 Label: None (Limited Quantities Class 3(Flammable are excepted Liquid} from labeling) 2004 North American Emergency Response Guidebook Number: 127 or 128 T�FP1992 Page 5 of 6 SECTION 15 REGULATORY INFORMATION Hazard Category for Section P,cute Health, Chronic Health, Flammable 311/312: Section 302 Extremely This product does not contain chemicals regUlated Hazardous Substances (TPQ): under SARA Section 302. Section 313 Toxic Chemicals: This product contains the following chemicals subject to SARA Title III Section 313 Reporting requirements: Chemical CAS # `� by wt. Methyl Ethyl Ketone 78-93-3 5- 15=. CERCLA 103 Reportable Spills of this product over the RQ (reportable Quantity: quantity) must be reported to the National Respor.se Center. The RQ for the product, based on the RQ for Tetrahydrofuran (45° maximum) of 1,000 lbs, is �,2�2 lbs. Many states have more stringent release reporting requirements. Report spills required ur:der federal, state and local regulations. California Proposition 65: This product contains trace amounts of chemica�s known to the State of to cause cancer. Under normal Use conditions, exposure to these chemicals at levels above the State of California "No Siqnificant R;�sk Level" (NSRL) are unlikely. Oatey strongly encourages the use of proper personal protective equipment (PPE} and ventilation guidelines noted in Section 8 to minimize exposure to these chemicals. TSCA Inventory: Al1 of the components of this product are lis~ed on the TSCA inventory. Canadian WHIMS Classification: Class B, Division 2; Class D, Division 2, Subdivision B; Class D, Division 2, Subdivision A. This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. SECTION 16 OTHER INFORMATION NFPA and HMIS: NFPA Hazard Signal: Health: 2 Flammability: 3 Reactivity: 1 Special: Pdone HMIS Hazard Signal: Health: 2* Flammability: 3 Reactivity: 1 PPE: H Disclaimer: The information herein has been compiled from sources believed to be reliable, up- to-date, and is accurate to the best of our knowledge. However, Oatey cannot give any guarantees regarding information from other sources, and expressly does not make warranties, nor assumes any liability for its use. , R,age 6 of 6 TFP1992 � 2008 TYCO FIRE 8� BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 ► ASHCRQFT Fire Protection, Sprinkler Service Gauge Type 1005P, XUL Grade B (3-2-3%) ��bit' • Underwriters Laboratory listed Ashcroft� fire proteciion sprinkler and Factory Mutual approved gauges are Underwriters Laboratory -_ listed and Factory Mutual approved � � `; �� • Corrosion-resistant ABS case for fire protection sprinkler service. �'� I?C ��`� 6= '�,�� • Heat-resistant polycarbonate push- The case material on Type 1005P, ;� ','� �U •:'�'. in window � XUL gauges is ABS The 0-300 psi = .!9^^"-"� • Patented PowerFlexT" movement pressure range is used on "wet" sys- . �� with po/yester segment tems where water is available to the '.,i� ".. -� � sprinkler heads. The 0-80 retard to � : �� • True ZeroT" indication, a unique 250 psi pressure range is used on - s'� �� safety feature dry systems where the lines are � -" � filled with air pressure until system activation � The patented PowerFlex move- ment with polyester segment is de- signed to provide unequalled shock True Zero indication, a standard and vibration resistance resulting in feature on these gauges, reduces superior performance and extended the potential risk of installing a dam- gauge life. aged gauge on your equipment. .I � h, � i A {' 3• Type no.: 1005P, XUL Connection: '/< NPT lower Customized dials Size: 3'/z Ranges: 0-300 psi (water) Other UL listed ranges on application Case: ABS (Acrylonitrile Butadiene 0-80 retard to 250 psi (air) UL 393 Listed, UL of Canada Styrene) Listed and FM approved. Ring: None Equivalent (single or dual scale) metric scales are available Window Polycarbonate, push-in Dial: Black figures on white background Pointer: Black, aluminum � Baurdon tube� "C" shaped bronze QLISTED Movement: Pa[ented PowerFlex with polyester segment FM Socket: Brass, soft soldered Restrictor: None � e.� r s� a r �_ • t Select: 35 W 7005 P H 02L XUL 300! 1 Dial Size: 3'h" � I I 2. Patented PowerFlex'"' Movement 3. Case Type Number 1005 4 Case Type Material: ABS 5. Socket Material: Brass 6. Connection SizelLocation: Y� NPT lower 7 UL listed, FM approved 8. Range: 300 psi Reference Bulletin CSG-3 Consult factory for guidance in pioduct se/ection MADE IN U.S.A. Phone (606) 986-9333 FAX 1-800-282-3732 INBTYUMEM email at: dresser-berea-pic @ dspn.com --°'"'•'°"' •"�"�'' � � ASHCROFT Fire Protection °`�> Sprinkler Service Gauge Type 1005 XUL — 3'/s" Dimensions � B � I A / D C � � o e � r - � p E — E 1/4 NPT SIZE/TYPE A B C D E 3'/s"" 0.70 1.14 0.72 0.56 0.47 1005P (94) (29) (69) (14.2) (11.9) www.dresser.com/instruments IN3TFiUMENT �� IVIR�[_fN OO Dresser Instrument Division 6/97 � ,��" Mechanical Pressure Accuracy Definitions ACCURACY: Accuracy-the conformity of indica- the entire range of the gauge The the scale and t2% of span over the tion to an accepted standard or true gauges are called laboratory precision first and last quarters of the scale. value Accuracy is the difference (er- test gauges and are generally 8'/2', These gauges are often referred to as ror) between the true value and the 12", or 16" dials. These high-accuracy industrial gauges and are usuaily sup- indication expressed as a percent of gauges may be temperature compen- plied in 2Yz", 3'/z' and 4Yz" case sizes. the span It includes the combined sated. They must be handled carefully GRADE B: effects of inethod, observer, appara- in order to retain accuracy gauges are calibrated to an accuracy tus and environment. Accuracy error gRADE 3A: of t2% of span over the middle half of includes hysteresis and repeatability 9auges are calibrated to an accuracy the scale and t3% of span over the errors but not friction error It is deter- of t0.25% of span over the entire first and last quarters of the scale. mined under specific conditions. (Nor- range of the gauge The gauges are This accuracy of gauge represents the mal position, 73 4°F (23°C), and 29.92 called test gauges and are generally majority of those manufactured and in Hg barometric pressure.) 4Yz", 6" or SYz" dials. The gauges are used for pressure measurement on The following tables define the generally not temperature compen- water pumps, swimming pool filters, ASME 640 1 and DIN accuracy sated (except Ashcroft Type 1082). air compressors, filter regulations, etc. grades used by Ashcroft products. These gauges are often referred to as 6RADE 2A: ;,��. gauges are calibrated to an accuracy commercial or utility gauges and are of t0.5% of span over the entire range supplied in 1'/z", 2", 2%z", 3'/z" and 4'/z" of the gauge. These gauges are gen- case sizes. , erally used by the petrochemical in- GRADE C: � �� / dustry for process pressure measure- gauges are calibrated to an accuracy �� ment. They are often referred to as of t3% of span over the middle half of Accuracy of a pressure gauge may be Process gauges and are usually sup- the scale and t4% of span over the expressed as percent of span or per- plied as 4/z" and 6" cases and are not first and last quarters of the scale. cent of indicated reading. Percent of temperature compensated. These are used in similar applications span is the most common method. 6RADE 1A: as Grade B gauges except that they Percent of indicated reading is usually gauges are calibrated to an accuracy are less accurate limited to precision test gauges and of ±1 % over the entire range of the �RADE D: unless specifically spelled out, it may gauge. These gauges are high-quality 9auges are calibrated to an accuracy be assumed that an accuracy of t'/z% industrial gauges and are supplied in of t5% of span over the entire scale means t'/z% of span. 2'/z", 3'/z" and 4'/z" sizes. These 5% gauges are used as indica- GRADE 4A: GRADE A: tors when minimal accuracy is re- gauges offer the highest accuracy and gauges are calibrated to an accuracy quired for application on water pumps are calibrated to t0.1% of span over of t1% of span over the middle half of and pool filters. a a+ Range � Accuracy ; � Permissible Error Dial Units ___Pertnissi6le Error % of Span _ _ __� Span I Grade �% o} Span ___ T e of Lower Middle ' U er Max. Friction -r---- -- YP PP 0/100 psi 100 psi 1A ; 1.0 � 1 psi Gauge Grode 25% 50% � 25% (% of Span) 0/400 kPa � 400 kPa i 2A 0.5 2 kPa -- - • � Precision 4A 0/1000 bar � 1000 bar ; B 3(0/250 & 750l1000 bar) r 30 bar 4A 0.1 0.1 0.1 See Note � j 2(250/750 bar) 1 20 bar Test (He�se) ---------...._.... _._ _------- �- --..._ _ _ _ _ _ -1001400 ' 400 kPa � 2A 0.5 j 2 kPa Test 3A 0.25 0.25 � 0.25 0.25 30" Hg/ ' 44 7 psi ; 4A 0.1 i.045 psi __�1 ( - • - - --- , - - � - - - 30 psi �.022 in Hg Process zA 0.5 0.5 ; 0.5 0.5 ---- - - ---------- -=- ----------------=-- (1279) The last item (30' Hg/30 psi)deserves some explanation. The span is __ __ ____._ _ _ _ _ ___ ; _ _ ___ _� __ _ _ __._ _____. defined as the algebraic difference be[ween the limits of [he scale. 30' Hg IndustriaU _-14 7 psi Span = 30 psi -(-14 7) = 44 7 psi. 0.1�0 of 44.7 psi =.045 psi Hydraulic 1A 1.0 1.0 1.0 1.0 or .022 Hg. (1009) _ ._._ ____.._ . � -- ---- -- r �---{-- - - Industrial/ , � Hydraulic A 2.0 1.0 � 2.0 1.0 5 ' � ' i (1010, 1188, 1490) Class Permissible Error % of Commercial! � Span for Eniire Span Utility B 3.0 2.0 ' 3.0 2.0 0.6 0.6 (1000, 1008) 1.0 1.0 ---- - - - - - - - - -- - 1.5 1.5 Note: Grade 4A gauges must remain within 0.7% before and after being IighUy tapped. 2.5 2.5 uue�wur��vr AVIW�N FOR CPVC PIPE P��F�Z vsR_sc� VANE TYPE WATERFLOW ALARM R The Symbol of Protecfion SWITCH WITH RETARD AND GLUE-IN UNION CUL, UL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) c�ar "` y Flow Scnsitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL "` �"�� Maximum Surge: 18 FPS (5,� m/s) Enclosure: D�e-cast, red po�vdercoat fimsh No. 1144460: Cover held in place with lamper resistant screws � No. 1144461: Tamper: Cover incorporates micro-switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Ratcd � at 250VAC - Cover Tamper Switch Terminations: 8" 22AWG wire leads "' Contact Ratings: Two sets of SI'll'1' (Form C) ] 0 0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: 'Pwo openings provided for 1/2" conduit. Individual s��itch compartments suitablc for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Ce�tral Sprinkler Corp., Grinnell Sprinkler Corp., Speazs Manufacturing Co., NIBCO, and IPEX (Sccpter). Fits pipe sizes - 1", 1-1/4", I-1/2" and 2 Environmental Specifications: • NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use a ,�� with facton� installed gasket and die-cast housing • Temperature range� 40° F to 120° P(4,5° C to 49° C) - Ul_ Installation must be perfomed by qualified personnel and in Stock Number: 1144460 accordance with a11 national and local codes and ordinances. 1144461 ��/I'SK Service Use: Shock ha•r.ard. Uisconnect power source beti>re servicing. Automatic Sprinkler NFPA-13 Serious injury or death could result. One or two family dwelling NFPA-13D Risk of explosion. Not for use in harardous locations. Serious Residential occupancy up to four stories NF}'A-1 ,R injury or death could result. National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly �toc;k no. 1029030 The Model VSR-SG is a vane type waterflo�� switch for use on �ti�et spriril:ler on how to change paddle. Verify that the o-rmg is properly positioned in its systems usmg CI'VC plashc fittings manufactured 6�- Central Sprinkler groove Hand tighten che nut on the union after orienting the device in the Corp., Grinnell Sprinkler Corp., Speazs Manufacturing Ca, and ll'EX appropriate direction to detect waterflow as sho�ti�n in Fig. 2. (Scepter) that use 1", 1-]/4", 1-1/2" or 2" pipe sizes lt is equipped �vith a union to accommodate installation in confined spaces. A CAUTION The unrt contains two single pole doublc throw snap acuon s�vrtches and an adjustable, instantly recycling pneumatic retard. The switches are actuated Do not over-t�ghten the union nut, hand tighten only when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstrea�n of the device. The flow condition must ex�st for a period of time The vane must not rub the inside of the TEE or bind in anv wav The stem necessary to overcome the selected retard period. should move freely when operated by hand. Installation (See Fig. 1 and 2) Note: Do not leave cover off for an extended period of time. "fhese devices may be mounted on horizontal or vertical pipe On horizontal pipe thcy should be installed on the top side of thc pipe where thcy ��ill be Inspection And Testing accessible The units should not be installed wrthm 6" (15 cm) of a valve. Check the operation of lhe unit by opening the inspector's test valve at the drain or fitting which changes the direct�on of the waterflo�v The unit has a end of the sprinkler line or the drain arid test connection, if an inspector's 1" male fitting for gluing into a C}'VC plastic'1'EE. test vah�e is not provided. Loosen the union nut and sepazate the 1" male fitting fiom the V SR-SG lf there aze no provisions for testing the operation ofthe flow detection device Glue the 1" male fitting into the "1'EE following the 7'EE manufacturer's on the system, appl�cation ofthe VSR-SG �s not recommended or advisable. instructions for prepazation and gluing of CPVC piping systems. (Note The The frequency of the inspection and testing and its associated protective 1" male fitting must bottom out on the stop of thc TEF for proper operation monitonng system should be in accordance with the applicable NFYA of�the VSR-SG See Fig. l.) Wait 2 to d hours to allo�+� the glire to dry before Codes and Standards andlor authority having jurisdiction (manufacturer attaching the VSR-SG to the 1" male fitting. Selecl the proper paddle for recommends quarterly or more tiequendy). the pipe size and type of TEE used. See Fig. 3 and Fig. � for instructions Potter Electric Signal Company, I.I.0 • 2081 Craig Road, St. l.ouis, MO, 63146-4161 • Phone 800-325-3936/Canada RR8-882-1833 • w�vw pottcrsignal.com PRIN'T'ED IN USA MFG. M5401205 - REV F: P.4GF 1 OF 3 5�08 � . �� FOR CPVC PIPE 7y, -�� r !!_ ��a � �0�� T�1\��.J VANE TYPE WATERFLOW ALARM � The Symbol of Profection SWITCH WITH RETARD AND GLUE-IN UNION F�g, � Fig, 2 Optional Covcr Tamper S��itch s° Retard Adjustment n,,,�,�,,:,,., �,,,,,,n�„ r=,r��,.�,,r,,,,,�,f„�„ �M�N�MUM aenRnNCe ,- MA�E F,TT,NC Thedela canbead'ustedb �rotatin theretard Reoui�EO FoR Y 1 y g acTnau INSTAILATION OR MUST BCTiOM OUT ,q p i � ; �� * ��,�� REMO�n� oF oEV�cE� oN sTOP adjustment hnob f�om 0 to ihe maa setting (60- � 90seconds). "I�hetimedelayshouldbesetatthe I minimum required to prevent falsc alarms. — � � Fig.3 �� o�cna+ or — � w�iEaf'lOw � I � ` � A CAUTION I I � 1,�1 tt INT 1(1 ARR(Jl4' Insure that 0.ring is in ��N t3�.�F wnN i� NO BUSHiNGS. DwG itp63-3 0-n ebefore �NSERTS OR �'�� ItiDIRECTIONI�F ADAPiERS DWG. N10E2-1 Important: '"��'"gs""��' O ��'.�IFftFLOw AR[ �CRMITTED 7 paddles are furnished with each unit �• n,.��. � u n�c to accommodate the various sizes and ""`'" "' manufaeturers of "I'F,F,S. 7he paddles hnre G luc thc 1" malc fitting into thc TEE following — � raised lettering that show the pipe size and � J the TGE manufacturer's instructians for �he TEE manujacturer they are to fie used O preparation and gluing of CPVC piping �� with. The proper paddle musi be used. The systems. Wait 2 to 4 hours to allo�� the glue paddle must be properly attached (sec Fig. 3) to dry beYore attaching the VSR-SG to the 1" and the screw that holds the addle must be malefittin . p au*�c,FT�tF.rF.F. g securely tightened. fi�� ^^�Y�� ' � ��a' device in one directiai only I I r2" �1R ?• Fig. 4 Typical Electrical Connections Cover Tamper Switch Notes' � � Nec.aiivcuc (Shown with cover in place) , neLL c,axriirR,v 1. Thc model VSR-SG has two s�vitches, one can be used to operate a central station. proprietarv or �a;�,oT ��" remote signaling unit, while the other is used to + + operate a local audible or visual annunciator. _ � N.� �.� 2 For supervised circuits see "Swiich 7�erminal H-��ekr�.oU��ove �"'"'> �'��" � Conneciions" drawing and cauiion note (Fig. 6). � p _ ��h`„�crn'�L °",..""""„` Fig. 5 Grinnell TEE Fig. 6 Switch Terminal Connections Clamping Plate Terminal 'iEE s manufactumd pnor 'PEE's manufacnred to 5/99 after 5;99 \F` �,Ar� �.\\'/ �ri ��, �� N�r y.�, uV DWG. /1067-1 - g� .� '�� tioc;cr: An uninsulated section of a single conductor should not be looped around the As of 5!99 Grinnell has changed the design oftheirTEC fittings. The new fittings will require temtinal and Serve as t�vo Separate conneclions. The wire must be severed. the use of the standard paddle, while you will still be required to use the paddle marked thereby providing supervision of the connection in the event that the wire Grinnell on alI fittings manufactured pnor to this date. Failure to install the correct paddle become dislodged from under the terminaL Failure to sever the wire may could cause [he device to malfunction or operate improperly render the device inoperable risking severe property damage and loss of life. A CAUTI O N Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppressionsystems. Waterfiowswitchesusedforthisapplicationmayresultin unintended discharees caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. #5401205 - REV E PA(iE 2 OF 3 Si08 � FOR CPVC PIPE POTTE][Z `��R VANE TYPE WATERFLOW ALARM � The Symbol of Protection SWITCH WITH RETARD AND GLUE-IN UNION Fig. 7 Break out thin section of cover when wiring both s�i�itches from onc conduit entrance. � � DVb'G# 1205-4 Testing The frequency of inspection and testing for the Model VSR-SG and order replacement retard switch assembh� stock number ]029030. There its associated protective monitoring system should be in accordance is no maintena�ice required, only per�odic testing and inspect�on. �vith applicable NFPA Codes and Standards and/or the authority having Important Notice jurisdiction (manufacturer recommends quarterly or more frequently). p�case advise the person responsible fortestine ofthe fire protection system If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should al�vays be used for test purposes. that this system must be tested in accordance with the testing instructions. ]f there are no provisions for testing the operation of the flow detection Removal device on the system, application of the VSR-SG is not recommended • To prevent accidental water damage, all cvntrol vah�es should he ar advisable. shut tight and the system completel�� drained beforr �vaterHo�� A minimum flow of ] 0 GPM (38 LPM) is requircd to activate this devicc. detectors are removed or replaced. • Turn off electrical po�ver to the detector. lhen disconnect wiring. Maintenance • Loosen union nut and separate unit from the glued in fitting. Inspectdetectorsmonthlyforleaks. Ifleaksarefound, replacethedetector . Gently lift the unit far enough to get your fingers under it. With The VSR-SG waterHow switch should provide years oY trouble-free y�ur fingers. roll the vane so it will fit through the fitting �r�hile service. The retard and switch assembly are casil}� ficld replaceable. In continuing to lift the waterflow detector the unlikely event that either componcnt does not perfonn properly, please . Lift detcctor clear of pipe. YRINI'ED 1N US.4 h1FG. It5401205 - RF,V E PAGF 3 OF 3 5/08 System No. C—AJ-2167 . F pettn� — 2 Hr T Rai�ng — 0 Hr 2 1 �A 3 .: . .: . a � . a . . . d :d . . • . a• ' • . c• . , a . 2 � �A 3 S ECTION A— 1, FLOOR OR WALL ASSEMBLY -- MIN 4-1/2 IN, THICK REINFORCED LIGHTWEIGHT �R NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALS� BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLUCKS�. FLD�R MAY ALSO BE C�NSTRUCTED OF ANY MIN 6 IN. THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS�, HAVING A MIN 2 IN. CONCRETE THICKNESS BELOV THE CURE. MAX DIAM UF UPENING IS 3 IN. SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTURY FOR NAMES OF MANUFACTURERS. 2. THROUGH PENETRANTS -- ONE N�NMETALLIC PIPE TU BE INSTALLED CONCENTRICALLY �R ECCENTRICALLY WITHIN THE FIRESTDP SYSTEM, ANNULAR SPACE BETWEEN PIPE AND EDGE �F OPENING TU BE MIN 0 IN.(POINT CONTACT) AND MAX 5/8 IN. PIPE TO BE RIGIDLY SUPPORTED �N BOTH SIDES OF FLDUR-CEILING ASSEMBLY. THE FOLL�WING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED. A. POLYVINYL CHLORIDE (PVC) PIPE -- N�M 2 IN. DIAM (�R SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FDR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED <DRAIN, WASTE UR VENT) PIPING SYSTEMS. B. CHLURINATED PULYVINYL CHLDRIDE (CPVC) PIPE -- NOM 2 IN. DIAM COR SMALLER) SDR13,5 CPVC PIPE FOR USE IN CLOSED (PR�CESS OR SUPPLY) PIPING SYSTEMS. 3. FILL, VOID UR CAVITY MATERIAL� -- SEALANT -- MIN 2 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF FL�OR OR WITH B�TH SURFACES OF WALL, AT P�INT CONTACT LOCATION, MIN 1/2 IN. DIAM BEAD �F SEALANT APPLIED AT PIPE/C�NCRETE INTERFACE �N BOTTOM SURFACE OF FLOOR OR BOTH SURFACES OF WALL. HILTI CONSTRUCTIUN CHEMICALS, DIV OF HILTI INC -- FS-�NE SEALANT �BEARING THE UL CLASSIFICATIDN MARK �SS I F Reproduced by HILTI, Inc. v F Courtesy of Underwriters � �� S �� Laborator�es, Inc, m June 20, 2000 FI� CAI�K — I�TI SYSTB�I No. C—AJ-2167 � � LP TO 2' CPVC � 4.5' CON[�ETE ROOR — 2—HOI� �1��'� SCALE� NONE a,c�..� �. s�rr�.. rq. 00200 Syatem No. W—J-2072 „ , F Reti�g 2 Hr T Ret�ng 2 Hr L Ratinp et Ambisnt - Ls�s Than 1 CFM/sq ft L Rsting at 400 F- 2 CFM/eq ft 1 • • v• =e •. • . a • • � �A 2 ..� . d 6 . d• e � 3 .° ' . A :a a : . e . . S ECTION A— 1. WALL ASSEMBLY —MIN 5 IN. (127 MM) THICK REINF�RCED LIGHTWEIGHT UR N�RMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED UF ANY UL CLASSIFIED CONCRETE BLOCKS�. MAX DIAM OF OPENING IS 3 IN. (76 MM), SEE CONCRETE BLOCKS (CAZT) CATEG�RY IN THE FIRE RESISTANCE DIRECTORY F�R NAMES UF MANUFACTURERS. �, THROUGH PENETRANTS —ONE NONMETALLIC PIPE TO BE INSTALLED EITHER C�NCENTRICALLY �R ECCENTRICALLY WITHIN THE FIRESTDP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND THE PERIPHERY OF THE �PENING SHALL BE MIN 0 IN. (POINT CONTACT) T� A MAX 5/8 IN. (16 MM). THE FOLLDWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED� A. POLYVINYL CHLORIDE (PVC> PIPE —NOM 2 IN, (51 MM) DIAM (OR SMALLER)CELLULAR OR S�LID CORE SCHEDULE 40 (UR HEAVIER) PIPE FOR USE IN CLOSED (PR�CESS OR SUPPLY) �R VENTED (DRAIN, WASTE �R VENT) PIPING SYSTEMS, B. CHLDRINATED POLYVINYL CHLORIDE (CPVC) PIPE —NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 13.5 CPVC PIPE FOR USE IN CLOSED (PRUCESS OR SUPPLY> PIPING SYSTEMS, C. CROSSLINKED POLYETHYLENE (PEX) TUBING —NOM 2 IN,(51 MM) DIAM <OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLDSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. RIGID NONMETALLIC CONDUIT (RNC)+ —NUM 2 IN, DIAM <OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCDRDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE. 3, FIL�, VOID OR CAVITY MATERIAL� — SEALANT —MIN 5/8 IN. <16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES �F WALL. AT POINT CONTACT L�CATION, A MIN 1/2 IN, (13 MM> DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTIUN CHEMICALS, DIV �F HILTI INC —FS—�NE SEALANT �BEARING THE UL CLASSIFICATION MARK + BEARING THE UL LISTING MARK ii �SS I F� Reproduced by HILT�, Inc. Courtesy V F� of Underwrlters Lnborntorles, Inc, � June 20, 2000 HYd Rrs.top Syetsm. FAE CAUJC - I�TI SYSTB�A No. W-J-2072 UP TO 2' CPVC 6 CONCRETE OR BL.00K WALL - 2-HOLA� �� SCALE� NONE n�.c+� �. s�ra.r.. r�. 00201 Syetem No. W—L-2377 � F Ratlnpa — 1 and 2 Hr (Sss Itsnw 1 and 3) T Ratings — 1 erid 2 Hr (Sss Items 1 and 3) L— Ratirp at Ambtsnt — Lsas thet t CFM/Sq Ft L— Reting et 400 F— 4 CFM/Sq Ft �A 2 �A 3 S �T�1 A A 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CDNSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE F�LL�WING CONSTRUCTIDN FEATURES� A. STUDS - WALL FRAMING SHALL C�ISIST UF EITHER WDOD STUDS �R STEEL CHANNEL STUDS, WO�D STUDS TU CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TD BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD� - THE GYPSUM VALLBOARD TYPE, THICKNESS, NUMBER �F LAYERS, FASTENER TYPE AND SHEET ORIENTATIUN SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECT�tY. MAX DIAM OF �PENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIREST�P SYSTEM IS EQUAL T� THE I�URLY FIRE RATING �F THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. �. THROUGH PENETRANT - ONE NONMETALLIC PIP�, CDNDUIT �R TUBING INSTALLED EITHER CONCENTRICALLY �R ECCENTRICALLY VITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETVEEN PIPE AND PERIPHERY OF �PENING SHALL BE MIN OF 0 IN. (PUINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPP�RTED ON BOTH SIDES �F VALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF t�NMETALLIC PIPES MAY BE USED� A, CHL�RINATED PDLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM <DR SMALLER) FL�VGUARD GOLDO SDR11 CPVC PIPE FOR USE IN CLDSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLURINATED POLYVINYL CHLURIDE (CPVC) PIPE - NOM 2 IN. DIAM <OR SMALLER) BLAZEMASTERO SDR13S CPVC PIPE FOR USE IN CLOSED (PROCESS UR SUPPLY) PIPING SYSTEMS. 3. FILI� V�ID OR CAVITY MATERIAL� - SEALANT - MIN 5/8 IN, AND 1-1/4 IN. THICKNESS �F FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH VITH BOTH SURFACES �F WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT C�NTACT LOCATIUN, A MIN 1/2 IN, DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED T� THE WALL/PENETRANT INTERFACE ON B�TH SURFACES �F THE VALL, HILTI CONSTRUCTIDN CHEMICALS, DIV OF HILTI INC - FS-ONE SEALANT �BEARING THE UL CLASSIFICATION MARK �SS I F� Reproduced by HILT�, Inc. Courtesy V � F of Underwrtters Lnborntor�es, Inc. June 20, 2000 m lilti Firs�top Systems FNE CAUJC — F�TI SYSTEM No. W—L-2377 l� TO 2' CPVC Et �YWALL — 1 TO 2—HOI� � ` � SCALE� NONE ,�,�..� �. s r�. 00203 CITY OF ZEPHYRHILLS �� = 5335 - 8TH STREET 11625 (813)780-0020 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11625/11300 Address: 6900 AQUA VISTA DR Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-000 Improv. Cost: Date Issued: 3/11/2011 Name: FORT KING COLONY LTD Total Fees: 210.00 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 210.00 WEST PALM BEACH, FL 33409 Date Paid: 3/11/2011 Phone: (305)665-1146 Work Desc: ADD (3) SPRINKLER HEADS IN CLUBHOUSE 5. I • FtRE INSPECTION FEES 110.00 ' .� IRE A, PTANCE Final �,,' ( '� � j�r� �� ` Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC D NG Y R NOTICE OF COMMENCEMENT." �.. CONTRACTOR GNATURE I IC R p IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPH RHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 , , �«� ��,, � e�aaao-ooso City of Zephyrhills Permit Appli �ion �� v �� ax-813780-0021 Building Department �l� -�p'S � ("j 3� J � �/� ''] �K1� DabRewived PhonsConfactforPsrtniltln "1.�� _ �`� �t� � �I�Q� Ownera Namo � 1 �..T Owner Phone Number �`�� 1 �� i S �11� li FJ�--`� , z �l" �j�j�'(�'�. Ownsrs Address T. J Owner Phone Numbsr Fee Sfmpls Titlsholder Nams ��G (��"1��s Owner Pho�s Number Fee Simple Titlsholder Addross �� G1 ��-`� h IT'� � �� p` r�- ' �✓�� JOBADDRESS � � � � ^,� S ( LOTM �� SUBDIVISION PARCEL IDN b�7 �ZL[ .-' Z I- v i:) \ t7.- ��'"i 'd � (OBTNNED FROM PROPERTY TAX NOTICq WORK PROPOSED � NEW CONS7R 8 ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTIONOFWORK A ��7 ��' 1 l�v�S l� NGh� �LJ�J ��j�e BUILDING SIZE '��S�G ��-� SG FOOTAGE� HEIGHT �� 1 � � f 1 1 � � � ITTT7 7 I�TTRTT QBUILDING $ VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION f r�� QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY I� SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N Address License # ELECTRICIAN COMPANY � SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N pddress License # � PLUMBER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N p,ddress License # � MECHANICAL COMPANY �— SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N Addrop License # � OTHER COMPANY A ` 1 F�+� ir�� IVl � l��' I�i ( l" �`�"� - SIGNATURE REGISTERED Y! N FEECURREN Y!N Address Z.Z G Q'�'ti� �1� �% Pr►+�PA ��.. � License# ►�Z� ? 7y"�OOZZ�_ IIIII11111111111111111111111111111 11111111111111111111111111111111 RESIDEN7IAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-0-W Permit for new construction, Minimum ten (10) working days after submirial date. Required onsite, Construction Plans, Startnwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permd for subdivisionsllarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submitta� date. Reqwred onsite, Construction Plans, Stortnwater Plans w! Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new pro�ects. All commeraal requirements must meet compliance SIGN PERMIT Attach (2) sels of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directlona: Fill out application completely Owner 8 Contractor sign back of application, notanzed H ovsr 52600, a Notice ot Commencsmsnt is roqulrod. (A/C upyndss over i7600) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with natarized letter from owner authorizing same OVER THE COUNTER PERMITIING (Front of Application Only) Reroofs d shingles Sewers Service Upgrades A/C Fences (PIoUSurveylFootage) Ddveways-Not over Counter rf on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSER CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Sedion at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contrador, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEE3: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florlda Statutea, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Fiorida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'3 AFFIDAVIT I certity that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installa6on as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identiTy what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly pertnitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I ceRify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid untess the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An e�ctension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND OR A ATTORNEY BEFORE RECORDING YOUR NO OF COM NCEMENT. FLORIDA JURAT (F.S. 7 03) ONfNER OR AGENT CONTRACTOR r � S4b��bed an bsw �t affi � me this S s r' and b�om rt}¢ t i V n�c Wniuni� 1 is/are personally known to me osbeed�e�epredaeed Who is/are personally known to me wMerAere�preeaeed ac.id ^�� + Notary Public Notary Public Commission No. Commission No. ,w�w.�ruar� Na�� e p(�,��{ typed, printedBr�1� Name of Notary ty , _�__ _ � ,, �t^"� °;;•, C. EYSTER t- MY COMMISSION � DD 723440 ;��•• �; : , ,'t:^ri,__ � =.: «- MY COMMISSION � DD ,'23d•10 - EXPIRES: October 9, 2011 ''� ��`� Bonded Thru Notary Public Underwnt ''��'a� EXPIRES: October 9 , 201' '' , � aF fl.,°,P` Bonded Thru Notary Public Undervvn!ers .l`...�.n� � 1 Z��'RHILl.� FIRE DEPARTIVI�N�' 69Q7 Dairy Road, �ephyrhiils, �L 33542 f�n�e Chief t�e��h V!lilliams �us (813)7�0-0041 �ax (�'i �) l�fl-�O�a FIRE SERVICE USER FEES Occupancy No.: �� Plan No.: Z Contractor: �✓�� ' f ��_ Business Name: ✓'� p� Billing Address: �'- r� QG Business Address: ' L Business Phone No.� Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N/C Sprinkler 9 st Alann N/C MuNi-Family/Commercial .O6 Sf 1 st Re-inspection N!C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � P{an Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $S00 Fire Alarm �50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas E50 6th Alarm $200 0- 25 Heads vio�ations corrected) Naturat Gas SSO NON COMPLIANCE $150 26 plus Heads SPRINKLER SYSTEMS Fuel Tanks- �� r��k $5p STANDPIPE SYSTEM Hydro Undergrounds Sparklers $100 � Per Riser $50 Hydrostatic Test �� s�rs�em Fire Works $500 FIRE PUMP AccepEance Test �/�er system Camp Fire $25 � Per Pump 3100 Hydra�t Flow $75 Cor�trolled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $SO Annual 26 plus Devices $100 8 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 FlammaWe Application $50 Annual Wet $50 OTHER Waste Tire Storage $SO Annual pry $50 Fire WalUSmoke Wall $15 per wau GenerdtOr < KW $100 CO2 S50 LP Gas $25 pertank Generator>30 KVV 150 Other $50 Natural Gas a25 oer syscem Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 pe� tenc Torch PoVApplied �550 O7HER Fire Pump $45 Haz. Materials $100 Annual B LP Installation per tank $50 Fife SUppfE5Si0n $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 B Exhaust Hood/Duct $30 Natural Gas Installation $50 Re-inspection DBL (Per System) (other than annual} � Spray Booth $50 � Inspection scheduled DBL a and cancelled less than 24 hours Construction Insp. N/C PLANS TOTAL� NSPEC IUN TOTAL�� PERMIT TOTAL� FALSE TOTAL I y -_,,. , GRAND TOTAL � Comments. � Date: Ins��etor� Zephyrhills Fire Rescue 69U7 Uair_y Road, tephyrhills, I�L �35�2 I'iee Marshal Bus (813} 7�0-0041 Kerry 13arnetl Faa (813) 780-OU44 E-mai1: kbarnett(r)(ire.zephyrhills.fLus Plan Review #: 11-022 Project: Fire Sprinkier Number of Pages: I plus Packet March 10, 2011 l have received and reviewed the plans for the installation of a fire sprinkler system located at Ft King Colony Apartments (clubhouse laundry) and will allow the project to move forward. By paying for permit, the contractor acknowledges to comply with any items below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. There was no strapping detail with the plans. Ensure strapping, supports, etc... is completed in accordance to the standard. Inspections Required: 1. Pressure Test 2. Acceptance Test (in conjunetion with fire alarm final) t . KERRY BA T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is tlie contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NEPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. _ -_ Automa�c Fire Sprinklers, Inc. ��' j�� r -�� l � �i�, �� ,� ,+�, ,1�, �� t, ;��, }, �C t �� ,i� �;� �� `l.'�� ' � � 4" I ' ! aj��,) ` j ' `�� 1 •\� j ', � � '1 � in' ��:�', � � 1i �t '.fy % , ;(, � , ��'", - I r f�,� �' � I� I� ` � �I � 1 � � ; �'� � � � ; , .� � _ � 1� j ` _. , t �. Hazard Fire Protection Engineering, Inc. 2�Z CAPITOL COURT OCOEE, FL 34761 PH: (407) 877-5578 FAX: (407) 656-80�6 Certificate oi Authoraetion Number 29036 Robert J. Dewer, P.E. Licanae No. 70937 yU��1T16!) PLA S) !lAVE HEEN 1t�YlEW��lr SY ZEP FI MAR AL'S OFFICE Hydraulic Calculations Date: d Qe�;��: WAYNE AUTOMATIC FIRE SPRINKLERS, INC 3226 CHERRY PALM DRIVE TAMPA, FLORIDA 33619 813-630-0303 Job Name : Ft. King Colony -- Clubhouse Drawing : CLUBHOUSE Location : FORT KING ROAD, ZEPHYRHILLS -- FLORIDA Design Area : #1 Contract : WC100500 Data File : CLUBHOUSE.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WAYNE AUTOMATIC Page 1 Ft. King Colony -- Clubhouse Date 03-08-11 Hydraulic Desiqn Information Sheet Name - FORT KING CLUBHOUSE Date - 03-08-11 Location - FORT KING ROAD, ZEPHYRHILLS -- FLORIDA Building - CLUBHOUSE System No. - #1 Contractor - WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Contract No. - WC100500 Calculated By - RICHARD JIVIDEN Drawing No. - FP7 Construction: (X) Combustible () Non-Combustible Ceiling Height - 9'-0" Occupancy - LAUNDRY ROOM S (X) NFPA 13 () Lt. Haz. Ord.Haz.Gp. () 1() 2() 3 () Ex.Haz. Y () NFPA 231 () NFPA 231C () Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 180 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 90 () Dry Model TY-FRB E Elevation at Highest Outlet - 9'-0" () Deluge Size 1/2" S Hose Allowance - Inside - 0 () Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 () Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - Press Required - AT TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 07-01-11 Cap. - T Time of Test - 8 A.M. Rated Cap.- Elev.- E Static Press - 60 @ Press - R Residual Press - 22 Elev. - Well Flow - 2015 Proof Flow S Elevation - 2' U P Location - FORT KING NEAR THE SITE -- SEE SITE PLAN P L Source of Information - WAFS Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled g Palletized % Rack M () Single Row () Conven. Pallet () Auto. Storage () Encap. S R () Double Row () Slave Pallet () Solid Shelf () Non T A () Mult. Row () Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � 00 0 � N � N O �n� ^� M d�'� NN� � i .. .. .. .. .. .. .. � 0 � � � � � 0 �� cu.�,� cp � o °��U��'� o > � �� +� � N u� a Ta 0 T� W c� (� � � c� >, �m �rNN O OM (� �0o�22ocn E a� ^ 0 w 0 � 0 ° a � � N = 2 Z E � L � C 3 V o 0 N � O � U C U Lf) � pp cIf O T � O < Z � Z � `/ � > N � O (� � � O a` � o � � � 0 U 0 r N O N O C�NN .. � .. .-� � � U y � N 3 O 7 7 � � y°'lL �' �� V 7 �ICfC � 7 U Q V Q�v� ° o Q O'^ � in a� o C> o c � o a �o o�� U) Q U �UU( M � W rn �, o 0 0 0 0 0 � Z C .. ln � C'7 N T O O O O O O O O O O � Q Y U ,-- � �- � T O� 00 I� CO tC) � M N +-- � � Li d � W Cn fn � � W O r N OCON�O�rOOfO T 1 � � �� 0 O N O ln N M O O O LL9 M Ch O � � O<!'NC�70Q�i�00et t� f� � � � O��NOCDGDOO� � O M r N O n h O O M N NN��O�I�DOON � r�Nr�O�ll�00N � � � 00 � � � GO O Cp T OtiM00 M O Q co °�nrnor � � 2 N I� �A N Z � ��LAODONNOOr � fC L � t{ rr��tOONN00� > > � � � O M O 0 0 M t n O O O d D � i i y � d d � j �7 7 U Q O c'7 �f�('7i[YN��r�i� � LL > � � � c� V N � 'ro U C \ � T N N M C�+_' U N f� c0 C7 � N cO 7 f� C " 0 � N 0 y N C (� �r, o -� a .r � � � � N r0 O lL � Q� i Y� � N NLL7NMrr Q1 � C p� � ��Z �• O = � � N�.� �� N � � � �' fl- �' � u ' y a E N�NNrT001�ODd'm „'�+' f d� 7 � fi v� y C/� 3 C 'p "� a J � V C O L f� f0 N O \ NM�NrI�(DtOfDC`�� 7 C � i N ► y - � U a X C � � � � � � � d u. �� °�Y��3c�a � NN�Nr��l!')119N � Q� � (� 3 � � Y � � y � rn�v� � U � � C � N � L C O fl- � 7� 3 O n ON�r-.-lnd"7MN � y � (n .� � � ... (� C a fC � � y � � V N N O a � � Y � � ON� �O�'O') OONLL C�� C � fl �� a> � Y v� � cC <C (C :� C O '6 > C � p � � p N (n ~ � � (�V � i.i rn N«' � �N � y H > O T � � � � ;�= r � � � � U TH L -] � '_ ` O C C L �� L N; C; Q �� 7 y t = V 7 � W D� C =�O � fn a ' N 0�� m (A Q V �� w� 3Lw 00 � v� c�� g� m�; E ocn� a rn� �n c? o � C � m� F�- U c� O Si H c� y �' « «��. J C�� Q O v1 O o � � � iA w m> c !i > > c Y � ' c � ' c a� � � �, • � � o ��a �oin o a m m•- �'� cn� � � c» c o aU �z c�rn��c�c�rnc�c�c�3 � � Z � � j (n � � � y LL' ; O � N � rn a> � � N O- � � Q Y � � . .. - p �C �� 0 i� o Q» 7� U L.L > LL ItQ 00 WLL��(AH»NN � 0 J LL d Z W p tn Rf � Pressure / Flow Summary - STANDARD WAYNE AUTOMATIC Page 4 Ft. King Colony -- Clubhouse , Date _ 03-08-11 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual R , 1 H 9.0 5.6 7.02 na 14.84 0.15 90 7.0 2H 9.0 5.6 7.0 na 14.82 0.15 90 7.0 1 9.0 7.6 na 3H 9.0 5.6 8.27 na 16.1 0.15 90 7.0 2 9.0 9.2 na 3 9.0 38.13 na TSR 9.0 40.78 na BSR 0.0 45.7 na U1A 0.0 45.73 na U1 0.0 45.73 na U2 0.0 45.73 na U3 0.0 45.73 na U4 0.0 45.73 na U5 0.0 54.32 na 250.0 U6 0.0 54 42 na TEST 2.0 53.56 na The maximum velocity is 15.42 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams WAYNE AUTOMATIC Page 5 Ft. King Colony -- Clubhouse Date 03-08-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"'*' Notes '"""" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 H 14.84 1.101 1 U 5.0 4.960 7.018 K Factor = 5.60 to 150.0 1 V 5.0 10.000 0.0 1 14.84 0.0392 0.0 14.960 0.586 Vel = 5.00 0.0 14.84 7.604 K Factor = 5.38 2H 14.82 1.101 1 U 5.0 5.460 7.000 K Factor = 5.60 to 150.0 1 V 5.0 10.000 0.0 1 14.82 0.0391 0.0 15.460 0.604 Vel = 4.99 1 14.83 1.101 1 V 5.0 6.290 7.604 to 150.0 0.0 5.000 0.0 2 29.65 0.1410 0.0 11.290 1.592 Vel = 9.99 0.0 29.65 9.196 K Factor = 9.78 3H 16.10 1.101 2U 10.0 5.295 8.271 K Factor = 5.60 to 150.0 1 V 5.0 15.000 0.0 2 16.1 0.0456 0.0 20.295 0.925 Vel = 5.43 2 29.66 1.101 5R 5.0 62.000 9.196 to 150.0 5U 25.0 30.000 0.0 3 45.76 0.3146 0.0 92.000 28.939 Vel = 15.42 3 0.0 1.394 2R 2.0 18.580 38.135 to 150.0 1 U 6.0 8.000 0.0 TSR 45.76 0.0997 0.0 26.580 2.650 Vel = 9.62 TSR 0.0 2.104 1 B 2.453 14.000 40.785 to 120.0 1 S 11.993 36.251 3.898 BSR 45.76 0.0203 3E 16.354 50.251 1.019 Vel = 4.22 1 Z 5.451 0.0 45.76 45.702 K Factor = 6.77 *UNDERGROUND BSR 45.76 4.24 1T 38.891 15.000 45.702 to 150.0 0.0 38.891 0.0 U1A 45.76 0.0004 0.0 53.891 0.024 Vel = 1.04 U 1 A -25.29 7.98 0.0 125.000 45.726 to 150.0 0.0 0.0 0.0 U1 20.47 0.0 0.0 125.000 0.0 Vel = 0.13 U 1 0.0 7.98 1 L 19.632 1045.000 45.726 to 150.0 2F 27.183 99.669 0.0 U3 20.47 0.0 1 T 52.855 1144.669 0.006 Vel = 0.13 0.0 20.47 45.732 K Factor = 3.03 U1A 2528 7.98 2F 27.183 161.000 45.726 to 150.0 0.0 27.182 0.0 U2 25.28 0.0 0.0 188.182 0.001 Vel = 0.16 U2 0.0 7.98 1 T 52.855 585.000 45.727 to 150.0 1 L 19.632 86.079 0.0 U3 2528 0.0 1 F 13.591 671.079 0.005 Vel = 0.16 U3 20.48 7.98 2L 39.264 115.000 45.732 to 150.0 0.0 39.264 0.0 U4 45.76 0.0 0.0 154.264 0.003 Vel = 0.29 Computer Programs by Hydratec Inc. Route 111 Windham N.N. USA 03087 Final Calculations - Hazen-Williams WAYNE AUTOMATIC Page 6 Ft. King Colony -- Clubhouse . Date • 03-08-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **""*• Notes """' Point Qt Pf/Ft Eqv. Ln. Total Pf pn U4 0.0 8.45 3L 68.5 18.000 45.735 to 140.0 1 Zid 0.0 68.500 8.584 ' Fixed loss = 8.584 U5 45.76 0.0 0.0 86.500 0.001 Vel = 0.26 U5 250.00 8.45 1 T 61.474 115.000 54.320 Qa = 250 to 140.0 0.0 61.474 0.0 U6 295.76 0.0006 0.0 176.474 0.098 Vel = 1.69 U6 0.0 11.68 0.0 100.000 54.418 to 150.0 0.0 0.0 -0.866 TEST 295.76 0.0001 0.0 100.000 0.010 Vel = 0.89 0.0 295.76 53.562 K Factor = 40.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MATERIAL DATA PACKAGE SUBMITTAL For Fort Kinq Colonv Clubhouse Zephyrhills, Florida WAFS PROJ ECT NO. WC100500 CONTENTS • SPRINKLER HEAD & ACCESSORIES • PIPE • FITTINGS • HANGERS • VALVES • M I SC & E LECT R i CAL ��M�D P cs> r�vE ��x ��►�W� 9Y ZEP MAItS ' OFFICE . Date: !l�view�r: WAYNE Automatic Fire Sprinklers, Inc. CORPORATE OFFICE 222 CAPITOL COURT • OCOEE, FLORIDA 34761-3033 407-656-3030 • FAX: 407-656-8026 EM ERG ENCY: 407-656-8946 �`',[�,�Q Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Respo Standard Coverage General tained when exposed to corrosive at- mospheres. Although corrosion resis- �:�, tant coated sprinklers have passed the �� °'°``' "�;�+ Description standard corrosion tests of the appli- ., '`�}�i�' cable approval agencies, the testing is � , The Tyco� Series TY-FRB, 2.8, 4.2, not representative of all possible cor- 5.6, and 8.0 K-factor, Upright and Pen- rosive atmospheres. Consequently, it dent Sprinklers described in this data is recommended that the end user be = sheet are quick response - standard consulted with respect to the suitability ' coverage, decorative 3 mm glass bulb of these coatings for any given corro- € _. type spray sprinklers designed for use sive environment. The effects of ambi- *_ in light or ordinary hazard, commercial ent temperature, concentration of x-+ � occupancies such as banks, hotels, chemicals, and gas/chemical velocity, ""'-�-� �'"'=' shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Pendent Sprinkler, where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. ,,�;�_�� with a finished ceiling. It uses either a An intermediate level versions of the �' ' two-piece Style 10 (1/2 inch NPT) or Series TY-FRB Pendent Sprinklers :� �. Style 40 (3/4 inch NPT) Recessed Es- are detailed in Technical Data Sheet � � cutcheon with 1/2 inch (12,7 mm) of TFP356, and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 � �` (19,1 mm) of total adjustment from the flush pendent position, or a two-piece WARN/NGS .{"� Style 20 (1/2 inch NPT) or Style 30 (3/4 The Series TY-FRB Sprinklers de- �.�� " inch NPT) Recessed Escutcheon with scribed herein must be installed and °�",1 � 1/4 inch (6,4 mm) of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro- dent position. The adjustment pro- tecfion Association, in addition to the vided by the Recessed Escutcheon re- standards of any otherauthorities hav- M�d el/.7p� ej duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impairthe performance ofthese de- , dentification cut. vices. Corrosion resistant coatings, where The owneris responsible formaintain- NI�IInbeI�S applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sp�inklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2"NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pende�t 2.8K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2"NPT IMPORTANT with any questions. TY2231 - Pendent 4.2K, 1/2"NPT TY3131 - Upright 5.6K, 1/2"NPT Always refer to Technical Data TY3231 - Pendent 5.6K, 1/2"NPT Sheet TFP700 for the "INSTALLER TY4137 - Upright 8.OK, 3/4"NPT WARNING" that provides cautions TY4237 - Pendent S.OK, 3/4"NPT with respect to handling and instal- TY4831- Upright 8.OK, 1/2"NPT lafion ofsprinklersystems and com- TY4931- Pendent 8.OK, 112"NPT ponents. Improper hand/ing and in- sta/lation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a�re situation or cause it to operate premature/y. Page 7 of 10 AUGUST, 2007 TFP771 Page 2 of 70 TFP171 ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED * SURFACE NP MAKE-IN ESCUTCHEON DEFLECTOR � � 6 � 7/16" 5 2-1/4" -� (11,1 mm) 4 (57,2 mm) NOMINAL MAKE-I N 2 1-9/16" � 2-3/16" �� , 3 (39,7 mm) WRENCH (55,6 mm) FLATS ' 1 7 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. � 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION �- Frame 3- Sealing a- Buib 6- Deflector " Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression 7- Bushing o�ifiCe Seat On freme. Screw F/GURE 1 QUICK RESPONSE SER/ES TY-FRB UPR/GHT (TY1131) AND PENDENT (TY1231) SPR/NKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED * SURFACE NP �-IN ESCUTCHEON DEFSECTOR � 6 � 7/16" 5 2-3/16" (11,1 mm) (55,6 mm) NOMINAL 4 MAKE-I N 1-1/2" � 2-3/16. . . 2 (38,1 mm) WRENCH (55,6 mm) � � FLATS 3 . , SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. � 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1- Frame 3- Sealing a- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembiy 5- Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPR/GHT (TY2131) AND PENDENT (TY2231) SPR/NKLERS 4.2 K-FACTOR, 1/2 INCH NPT TFP177 • Page 3 of 10 ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NP MAKE-IN ESCUTCHEON SSU* � DEFLECTOR � 6 2-3/16" —� 7/16" 5 (55,6 mm) (11,1 mm) NOMINAL 4 MAKE-IN 1-1/2" 2 (38,1 mm) � 2-3/16" . FLATSH (55,6 mm) � , 3 1 SSP DEFLECTOR'` 2-7/8" (73,0 mm) DIA. --� 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION �- Frame 3- Seaiing a- Bulb 6- oeflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compressio� orifiCe seat On f�ame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPR/NKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1!2" (12,7 mm) STYLE 30 or 40 PLATE SEATING 3 � 4 „ NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON SSU* � DEFLECTOR � 6 2-5/16" � 1/2" (58,7 mm) (12,7 mm) NOMINAL 4 MAKE-IN 1-9/16" I 2 (39,7 mm) 2-114" . WRENCH (57,2 mm) , FLATS '. 3 . . � SSP DEFLECTOR" 2-7/8" (73,0 mm) DIA. ---�+ 3/4" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION �- Frame 3- Seaiing a- Buib 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression OrifiCe seat on frame. Screw F/GURE 4 QUICK RESPONSE SERIES TY-FRB UPR/GHT (TY4131) AND PENDENT (TY4231) SPR/NKLERS 8.0 K-FACTOR, 3/4 /NCH NPT Page 4 of 10 TFP171 7/16" (11,1 mm) 1f2 NOMINAL SSU NPT MAKE-IN DEFLECTOR � * 6 � � 5 2-1/4" � 2-3l16" (57,2 mm) � (55,6 mm) q 1-9/16" WRENCH 2 (39,7 mm) FLATS � 3 SSP 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION �- Frame 3- Seaiing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRlGHT (TY4831) AND PENDENT (TY4931) SPR/NKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Operation Data The glass Bulb contains a fluid which expands when exposed to heat. When Approvals the rated temperature is reached, the UL and C-UL Listed. fluid expands sufficiently to shatter the FM, LPCB, and NYC Approved glass Bulb, allowing the sprinkler to (Refer to Table A and B for complete activate and water to flow. approval information including corro- sion resistant status ) Design Maximum Working Pressure Refer to Table C. C riteria Discharge Coefficient K= 2.8 GPM/psi��z (40,3 LPM/bar1l2) The Series TY-FRB Pendent and Up- K= 4.2 GPM/psi�� (60,5 LPM/bar��z) right Sprinkiers are intended for fire K= 5.6 GPM/psi (80,6 LPM/bar��2) protection systems designed in ac- K= 8.0 GPM/psi (115,2 LPM/bar�i2) cordance with the standard installation rules recognized by the applicable Temperature Ratings Listing or Approval agency (e.g., UL Refer to Table A and B Listing is based on the requirements of Finishes NFPA 13, and FM Approval is based Sprinkler: Refer to Table A and B. on the requirements of FM's Loss Pre- Recessed Escutcheon• White Coated, vention Data Sheets ). Only the Style Chrome Plated, or Brass Plated. 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. Y Physical Characteristics � Frame . . . . . . . . . . . . . Bronze E Button . . . . . . . . . Brass/Copper � Sealing Assembly . . `� ... Beryllium Nickel w/Teflont � Bulb . . . . . . . . . . . . . . Glass Compression Screw . . . Bronze y Deflector . . . . . Copper/Bronze � Bushing (K=2.8) . . . . . . . Bronze c 0 a ' 0 } TFP1�1 . Page 5 of 10 SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE*"` LIQUID BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 155°F/68°C Red TY7231 ( and 175°Fl79°C Yellow �. 2, 3, 5 UPRIGHT 200°F/93°C Green 2.8 �1131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED �55°Fl68°C Red PENDENT (TY1231)' 175°F/79°C Yellow Figure 6 200°Fl93°C Green 1, 2, 5 135°F/57°C Orange RECESSED �55°F/68°C Red PENDENT (TY1231)" 175°F/79°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green ; � (TY2131) 286°F/141°C Blue � Z NPT 135°F/57°C Orange RECESSED �55°F/68°C Red PENDENT (TY2231)* 175°F/79°C Yellow Figure 8 200°F/93°C Green 135°F/57°C Orange RECESSED 155°Fl68°C Red PENDENT (TY2231)"" 175°F/79°C Yellow Figure 9 200°F/93°C Green NOTES: 1 Listed by Undervvriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7 Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. '" Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. "'* Frame and Deflector only Listings and approvals apply to color (Special Order). N/A. Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPR/NKLERS Page 6 of 10 TFP171 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE"" LEAD LIQUiD BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT � 55°F/68°C Red (TY3231) 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 5.6 (TY3131) 286°F/141 °C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 4, 5 N/A (TY3231)' 175°F/79°C Yellow Figure 10 200°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 3, 4, 5 N/A (TY3231)•• 175°F/79°C Yellow Figure 11 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY4237) 1, 2, 5 and 175°F/79°C Yellow 1, 2, 3, 4, 5, 6, 7 UPRIGHT z00°F/93°C Green 8.0 �4131) 286°FN41°C Blue 3/4" NPT 135°F/57°C Green RECESSED �55°F/68°C Orange PENDENT 1, 2, 4, 5 (TY4231)* 175°F/79°C Red N/A Figure 12 z00°F/93°C Yellow 135°F/57°C Orange RECESSED �55°F/68°C Red PENDENT 1, 2, 3, 4, 5 (TY4231)•' 175°F/79°C Yellow N/A Figure 13 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red 8.0 (N4931) 1, 2, 5 1/2" and 175°F/79°C Yellow 1, 2, 4, 5, 6 NPT UPRIGHT 200°F/93°C Green (TY4831) 286°F/141 °C Blue NOTES: 1 Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4 Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Nether�ands, Tel. 31-53-428-4444lFax 31-53-428-3377). 7 Approved by the Loss Prevention Certification Board (LPCB Ref No 094a/O6) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. `" Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. *'* Frame and Deflector only Listings and approvals apply to color (Special Order). N/A. Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPR/NKLERS TFP17,1 , Page 7 of 1 O SPRINKLER FINISH K TYPE NATURAL CHROME WHITE IEAD BRASS PLATED POLYESTER COATED PENDENT (TY3231) and Z UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A �� RECESSED PENDENT NPT (TY323) PENDENT (TY4231) and 4 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (7y4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR �� RECESSED PENDENT 175 PSI (12,1 BAR) NPT (TY3231) (SEE NOTE 1) N/A PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) g p UPRIGHT (TY4131) 3/4" RECESSED PENDENT NPT (N4231) N/A 8.0 PENDENT(TY4931) 1/2" and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) NPT UPRIGHT (TY4831) NOTES: 1 The maximum working pressure of 250 psi (17,2 bar) only appiies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAX/MUM WORK/NG PRESSURE tained with a torque of 10 to 20 ft.lbs. the sprinkler into the sprinkler fitting. Installation (13,4 to 26,8 Nm). A maximum of 30 Step 3. Tighten the sprinkler into the ft.lbs. (40,7Nm) oftorque is to be used s rinkler fittin usin onl the W-T e The Series TY-FRB Sprinklers must to install sprinklers with 3/4 NPT con- p 9 g Y yP be installed in accordance with the fol- nections. Higher levels of torque may 6 Sprinkler Wrench (Ref. Figure 14). lowing instructions. distort the sprinkler inlet and cause With reference to Figures 1, 2, 3, 4, leakage orimpairment of the sprinkler and 5, the W-Type 6 Sprinkler Wrench NOTES is to be applied to the sprinkler wrench Do not install any bulb type sprinkler if Do not attempt to make-up for insuffi- flats. the bulb is cracked or there is a loss of cient adjustment in fhe escutcheon The Series TY-FRB Recessed Pen- liquid from the bulb With the sprinkler P�ate by under- or over-tightening the dent Sprinklers must be installed in held horizontally, a small air bubble sprinkler. Readjust the position of the accordance with the following instruc- should be presenf. The diameter of the sprinkler fitting to suit. tions. air bubble is approximately 1/16 inch The Series TY-FRB Pendent and Up- Step A. After installing the Sryle 10 (1,6 mm) for the 135°F/57°C to 3/32 right Sprinklers must be installed in 20, 30, or40 Mounting Plate, as appli- inch (2,4 mm) for the 286°F/141 °C accordance with the following instruc- cable, over the sprinkler threads and temperature ratings. tions. with pipe thread sealant applied to the Aleaktight 1/ZinchNPTsprinklerjoint Step 1. Pendent sprinklers are to be Pipe threads, hand tighten the sprin- should be obtained with a torque of 7 installed in the pendent position, and kler into the sprinkler fitting. to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- upright sprinklers are to be installed in Step B Tighten the sprinkler into the mum of21 ft. lbs. (28,5 Nm) of torque the upright position. sprinkler fitting using only the W-Type may be used to install sprinklers with 7 Recessed Sprinkler Wrench (Ref. 1/2 NPT connections. A leak tight 3/4 Step 2. With pipe thread sealant ap- Figure 15). With reference to Figure 1, inch NPT sprinkler joint should be ob- Plied to the pipe threads, hand tighten 2 3, and 4, the W-Type 7 Recessed Page 8 of 1 Q TFP171 2-7/8" DIA. 2-7/8" DIA. 5l8t1/4" �73,0 mm) 3l4" (19,1 mm) 1/2t1/8" (73,0 mm) 1/2" 12,7 mm (15,9t6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm) (12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) � MOUNTING FACE OF (57,2 mm) � MOUNTING SPRINKLER p�qTE SPRINKLER PLATE FITTING FITTING 1!8" 1!8" (3,2 mm) (� m) � �� MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) CLOSURE SERIES 1-5/16" 33,3 mm TY-FRB 13/16" (20,6 mm) lY-FRB 1-1116" (27,0 mm) FIGURE 6 FIGURE 7 SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT WlTH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-P/ECE 1/2 /NCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2.8 K-FACTOR, !/2 /NCH NPT 2-7/S" DIA. 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3!4" (19,1 mm) 1/2t1lS" (73,0 mm) 7/2" (12,7 mm (75,9tfi,4 mm) 2-1/4" DIA. 114' (6,4 mm) (12,7t3,2 mm) 2-1l4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) � MOUNTING FACE OF (57,2 mm) � MOUNTING SPRINKLER p�qTE SPRINKLER p�,o,TE FITTING FITTING 118" 1/8" (3,2 mm) (� m) � �� MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4" 31,8 mm CLOSURE SERIES 1-1/4" 31,8 mm TY-FRB 3/4" (19,1 mm) TY-FRB 1" (25,4 mm) FIGURE 8 FIGURE 9 SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 /NCH TOTAL ADJUSTMENT WITH TWO-P/ECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/21NCH NPT 4.2 K-FACTOR, 1/2 INCH NPT Sprinkler Wrench is to be applied to work on the fiire protection system that altered after leaving the factory. Modi- the sprinkler wrench flats. itcontrols, permission toshutdown the fied sprinklers must be replaced. Step C. After the ceiling has been in- affected �re protection system mustbe Sprinklers that have been exposed to stalled or the finish coat has been ap- obtained from the proper authorities corrosive products of combustion, but plied, slide on the Style 10, 20, 30, or and all personne! who may be affected have not operated, should be replaced 40 Closure over the Series TY-FRB by this action must be noti�ed. if they cannot be completely cleaned Sprinkler and push the Closure over The owner must assure that the sprin- by wiping the sprinkler with a cloth or the Mounting Plate until its flange k/ers are not used for hanging of any by brushing it with a soft bristle brush. comes in contact with the ceiling objects; otherwise, non-operation in Care must be exercised to avoid dam- the eventofa �re orinadvertentopera- age to the sprinklers - before, during, C are and tion may result. and after installation. Sprinklers dam- Absence of an escutcheon, which is aged by dropping, striking, wrench M aintenance used to cover a clearance hole, may twisUslippage, or the like, must be re- delay the time to sprinkler operation in Placed. Also, replace any sprinkler The Series TY-FRB Sprinklers must a fire situation. that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation be maintained and serviced in accord- Sprinklers that are found to be leaking Section). ance with the following instructions. or exhibiting visible signs of corrosion must be replaced. Frequent visual inspections are rec- NOTES ommended to be initially performed for Before closing a fire protection system Automatic sprinklers must never be corrosion resistant coated sprinklers, main control valve for maintenance painted, plated, coated or otherwise after the installation has been com- TFP1�1 . Page 8 of 10 2-7/8" DIA. 2-7/8" DIA. 5/8tt/4" (73,0 mm) 3/4" (19,1 mm) 1/2t1/8" (73,0 mm) 1/2' (12,7 mm) (15,9t6,4 mm) 2-1/4" DIA. 1!4" (6,4 mm) (12,7t3,2 mm) 2-1/4" DIA. 1!4" (6,4 mm) FACE OF I57,2 mm) � MOUNTING FACE OF (57,2 mm) � MOUNTING SPRINKLER p�,qTE SPRINKLER PLATE FITTING FITTING 1/8" 1!8" (3,2 mm) (�m) � �� MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES t-t!4" (31,8 mm) CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 3!4" (19,1 mm) TY-FRB 1" (25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENQENT SERIES TY-FRB RECESSED PENDENT WITH TWO-P/ECE 3/4 /NCH TOTAL ADJUSTMENT WITH TWO-P/ECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE ZO RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 /NCH NPT 5.6 K-FACTOR, 1/2 /NCH NPT 2-7/8" DIA. 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19,1 mm) �� (73,0 mm) 1/2" (12,7 mm) (15,9f6,4 mm) 2-114" DIA. 1/4" (6,4 mm) (12,7t3,2 mm) 2-1/4" DIA. ��4" (6,4 mm) FACE OF (57,2 mm) � MOUNTING {57,2 mm) � FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1l8" I 1!8" (3,2 mm) (3,2 mm) � � � MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-S116" (33,3 mm) CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13l16" (20,6 mm) TY-FRB 1-1f16" (27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 /NCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 8.0 K-FACTOR, 3/4 /NCH NPT pleted, to verify the integrity of the cor- wReNCH rosion resistant coating. Thereafter RECESS annual inspections per NFPA 25 should suffice; however, instead of in- WRENCH RECESS specting from the floor level, a random (END "A^ USED FOR � sampling of close visual inspec 1/2 NPT MODELS) n tions should be made, so as to better `� � determine the exact sprinkler condi- U tion and the long term integrity of the - corrosion resistant coating, as it may WRENCH RECESS be affected by the corrosive conditions (END ^B^ USED FOR PN TO E SURE present. 3!4" NPT MODELS) ENGAGEMENT The owner is responsible for the in- FIGURE 14 WITH SPRINKLER spection, testing, and maintenance of W-TYPE 6 SPR/NKLER �NRENCHINGAREA their fire protection system and de- WRENCH FIGURE 15 vices in compliance with this docu- W-TYPE 7 RECESSED ment, as well as with the applicable facturer should be contacted relative SPR/NKLER WRENCH standards of the National Fire Protec- to any questions. tion Association (e g, NFPA 25), in Inspection Service in accordance with addition to the standards of any other It is recommended that automatic local requirements and/or national authorities having jurisdiction. The in- sprinkler systems be inspected, codes. stalling contractor or sprinkler manu- tested, and maintained by a qualified Page 10 of 10 TFP171 P/N 57 - XXX - X- XXX TEMPERATURE MODEL/SIN RATING SPRINKLER 330 2.8K UPRIGHT (1/2"NPT) TY1131 135 135°F/57°C 331 2.8K PENDENT (1/2"NPT) TY1231 1 NATURAL BRASS 155 155°Fl68°C 340 4.2K UPRIGHT (1/2"NPT) TY2131 4 WHITE POLYESTER 175 175°F/79°C 341 42K PENDENT (1/2"NPT) TY2231 3 WHITE (RAL9010)' 200 200°F/93°C 370 5.6K UPRIGHT (1/2"NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT (1/2"NPT) TY3231 7 LEAD COATED 390 B.OK UPRIGHT (3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 • Eastem Hemisphere sales only 360 B.OK UPRIGHT (1/2"NPT) TY4831" 361 B.OK PENDENT (1/2"NPT) TY4931* TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPR/GHT SPR/NKLERS Limited �n no event shall TFBP be liable, in contract, tort, strict liability or under Ordering Warranty any other legal theory, for incidental, �,/ indirect, special or consequential dam- PI�OCeYUI�e ages, including but not limited to labor Products manufactured by Tyco Fire & charges, regardless of whether TFBP When placing an order, indicate the Building Products (TFBP) are war- was informed about the possibility of full product name. Refer to the Price ranted solely to the original Buyer for such damages, and in no event shall List for complete listing of Part Num- ten (10) years against defects in mate- TFBP's liability exceed an amount bers. rial and workmanship when paid for equal to the sales price. Contact our local distributor for avail- and properly installed and maintained Y under normal use and service. This The forefloin9 warran�y is made in lie� ability. warranty will expire ten (10) years of any and all other warranties. x- from date of shipment by TFBP. No oress or implied. includin9 warranties Sprinkler Assemblies with NPT warranty is given for products or com- of inerchantability and fitness fora par- Thread Connections: ponents manufactured by companies ticular urpose. Specify: (Specify Model/SIN), Quick not affiliated b ownershi with TFBP Response, (specify K-factor), (specify Y P This limited warranty sets forth the ex- temperature rating), Series TY-FRB or for products and components which clusive remedy for claims based on �specify Pendent or Upright) Sprinkler have been subject to misuse, improper failure of or defect in products, materi- �,�rfth (specify type of finish or coating), installation, corrosion, or which have als or components, whether the claim P/N (specify from Table D). not been installed, maintained, modi- is made in contract, tort, strict liability fied or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire Protection Association, and/or the This warranty will apply to the full ex- Specify: Style (10, 20, 30, or 40) Re- standards of any other Authorities tent permitted by law. The invalidity, in cessed Escutcheon with (specify') fin- Having Jurisdiction. Materials found Whole or part, of any portion of this ish, P!N (specify*). by TFBP to be defective shall be either Warranty will not affect the remainder. repaired or replaced, at TFBP's sole ' Refer to Technical Data Sheet TFP770 option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. the sale of products or parts of prod- ucts. TFBP shall not be responsible for Specify: W-Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. TYCO FIRE � BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 � � � •� �, ,� � ` J •'� c � .� 'C� p! (�'� �p > a o- � o ses � � N � � � � vi .� l� � � -� . � � � . � cri � � � '� � � � � � �' ,�.,m ai � v! a� cv o c�• '� �- ��., ea � � � � N L a v' � °-.� � t ° a— c O � "o ._ - v t��. 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U �_$' � o. � �� .Q-�a�� a.� U � �� y,, � y "- '`"' � E E� V s� U� a V E�- ea g � � t � o�� a a...� w � c„� � w E ,� :+= "� ,,o E c � o � �- •� � � a � � � � _ �! � C.1 t'�0 'o a. n��-°' � � E n L �� o x^� > � � � .a, � `a �— � 'x � �— c g . c t— ~ o o. " "� O CL �' �.�U>- �'Z Q�'�Z c EZ Z oV ��Gt� V� m �az �o a��a� �� No ma�'.'�.oc ,en � o� coc.�0 ac�� Eos c�o ao �c,a'>.=_�� ._ -' > � 1— LL • • � a • � • • ti � � � � r s � Important Information with Regards to Yaur CPVC Fire Sprinkler System CONGRATULATIONS, your building structure cantains a state of the art life safety system. Your CPVC fue sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Produ+ets resist attack fram a wide range of chemicals that are corrosive to . motallic piping. As v�i'th any piping material, there are hawever, certain chtmicals that can be . detrimental to CPVC. Occasionally same of these chemicals may be found in some canshvction products, site preparations and buitding mazntenance. There are certain things that yoa n�d to be mindful of in caring for ar working around your CPVC fire sprinkler system. Keep your system clesr from contact with #he fotlowing producb and chemicals unless product labels state matertals are compatible with CPVC: NOTIGE Ordinary cotisiderations Property maintenance services C(eaning Products Detergents Fungicides Oils/Lubricants/Greases Mold Remediation Rubbery Materials Chemicals Termiticides / Insecticides For hired contractors & do-it- owselfers Comasion Inhibitors Glycol-based ar►tifreezes Solder Flux Thread Sealants Fle�cible Cabie ! Wiring (especially cammunications cabling) + CaulkslMastics Adhesive Vinyl ! Electrical Tape Non-Apgroved Spray Foam Insulatian Non-Water Based Paint Paint Thinners Waod Finishes/Varnishes You sbould also avoid the follow#ng; • Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads • Grounding electrical wiring to the pipe or fittings � Ambient temperatures below 40°F/4°C where your fire sprinkler system is tocated. (Unless ari approved compatibJe antifreeze or insulation method is installed.) • Hot work around the pipe, i.e. blow torches, soldering, etc. Be certAin that thia dacument is reviewed and aaderstood by anyone working oa or around your CPVC lift safety system. If you have aay qaations or aeed assistance on cLemical compatibility wit6 yoar CPVC tire sprinkler system, caatnct tbe manufacturer listed an the pipe. Proper care will help your CPVC fire sprinkler system provide protectia�n for years to come. FOR ADDITIONAL INFt3RMATIUN C�ONTACT "CPVC PtPFtFITTiNG MANUFACT[JRER" CPVC Fire Sprinkler Turnover Dacument Rev 2 12-13-Q7 �.`L.�CO Fire & Building Products r�apid response HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster � CPVC Fire Sprinkler Pipe & Fittings Submitfal Sheet General Techn►cal Description Data Tyco Fire & Building Products (TFBP) Sizes BlazeMaster CPVC Pipe and Fittings 3/4" to 3" are designed exclusively for use in wet Maximum Working Pressure pipe automatic fire sprinkler systems. ��5 psi They are made from a specially devel- oped thermoplastic compound com- Approvals posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, chioride (CPVC) resin and state of the LPCB, MEA, and the City of Los Ange- art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu- � CPVC products are easier to install ary 2005 "Installation Instruction 8� than traditional steel pipe systems, Technical Handbook" for exact list- and at the same time, provide superior inglapproval information.) heat resistance and strength as com- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- � Pipe: ASTM F442, SDR 13.5 ing. All female pipe thread adapters have brass inserts for durability. . Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439 (Sch. 80), ASTM F1970 grooved end valves and metallic pipe, Color with flexible grooved end couplings. Orange WARN/NG Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance wifh this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany otherauthorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. B/azeMaster� is a registered trademark of Noveon IP Ho/ding Corp. Page 1 of 6 JANUARY, 2006 TFP7915 Page 2 of 6 TFP187 S WATER NOMINAL AVERAGE AVERAGE WEIGHT FT OF PIPE WEIGHT PER LIFT SIZE O.D. I.D Ibs./ft. FILLED WEIGHT pER LIFT Ibs. Ibs./ft. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1l2" 1.900" 1.598" 0.54 141 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1— PIPE DIMENS/ONS Insfallation Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the in- ance with IH-1900, Rev. 0, January spection, testing, and maintenance of 2005 "Installation Instruction & Techni- their fire protection system and de- cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a�re protection system control valve for inspection or mainte- nance work on the �re protection sys- tem that it controls, permission to shut down the affecfed fire protection sys- tem must first 6e obtained from fhe proper authorities and alI personnel who may be affected by this action must be noti�ed. ARer placing a fire protection system in service, notify the proper authorities and advise those responsible formoni- toring proprietary and/or central sta- tion alarms. TFP181 S Page 3 of 6 FITTING PART NOMINAL TAKE-0UT WEIGHT TYPE NUMBER NOMINAL SIZE �� SCHO. �� TEE 80000 3/4" 5!S" 40 0.11 T!O 80001 1" 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 80003 1-1f2" 1-1116" 80 0.51 80004 2" 1-3/S" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T10 T/0 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 40 0.14 80133 1' x 314" x 3/4" 9l16" 9/16" 3!4' 40 0.14 80134 1" x 3/4" x 1' 3!4" 11/16" 3/4" 40 0.17 80260 1" x 1" x 3/4" Sl8" 5/8" 13/16" 40 0.16 80135 1-tl4" x 1" x 3!4" 518" 518" 15116" 40 0.21 80136 1-1I4" x 1" x 1' 3!4" 3/4" 15/16" 40 0.22 80137 1-1/4" x 1"x 1-1/4" 15l16" 15l16" 7/8" 40 0.26 REDUCING TEE 80261 1-1l4" x 1-1/4" x 3/4" 5/8" 5/8' 718" 40 0.23 80262 1-1/4" x 1-1J4' x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1l4" x 1-1l4" x 1-1l2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2" x 1-1l4" x 3!4" 9/16" 9/16" 1" 80 0.36 80141 1-112"x1-1/4"x1" 9116" 9/16" 1-1/16" 80 0.38 80263 1-1/2" x 1-1/2" x 3l4" 9/16" 9/16" 1" 80 0.36 X Y 80264 1-112" x 1-1l2" x 1" 9/16" 9/16" 1-1l16" 80 0.38 80275 1-112" x 1-1/2" x 1-1/4" 7I8" 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2" x 3!4" 3/4" 314" 13l8" 80 0.61 80266 2" x 2" x 1" 7/S" 7/8' 13/8" 80 0.66 80274 2" x 2" x 1-1/4" t-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8' 1-3/8" 80 0.78 80271 2-112" x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9l16" 80 1 43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9l16" 80 1 46 80273 2-1/2" x 2-1/2" x 1-t/2" t-9/16" 1-9/16" 1-9/76" 80 1 48 80276 2-1/2" x 2-1l2" x 2" 1-9/16" 1-9l16" 1-9l16" 80 1.50 80270 3" x 3" x 1-1l2" 1-13/16" 1-13/16" 1-13116" 80 Z.Zg 80268 3" x 3" x 2" t-13/16" 1-13/16" t-3/4" 80 2.25 80269 3" x 3" x 2-t/2" 1-13l16" t-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3!4" 9116" 40 0.13 T/0 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1l16" 80 0.67 80013 2" 1-5l16" 80 1.00 80014 2-1l2" 1-9l16" 80 1.91 T/O 80008 3" 1-13l16" 80 2.89 T/O TIO 80015 1" x 1" x 3/4" x 3/4" 7!8" 40 0.28 90° ELBOW 8 80025 3/4" 5/8" 40 0.09 REDUCING ELBOW 80026 �� 3/4" 40 0.14 80027 1-1l4" 7/8" 40 0.21 X 80028 1-1l2" 1-1l16" 80 0.40 T/O 80029 2" 1-5/16" 80 0.79 80030 2-1/2" 1-g)16" 80 114 80031 3" t-13/16" 80 1.82 Y XxY X Y T/O 80032 1" x 3/4" 11/16" t3/16" 40 0.16 F/GURE 2- FITTING D/MENSIONS (Part 1 of 4) Page 4 oi 6 TFP1815 FITTING PART NOMINAL TAKEAUT WEIGHT TYPE NUMBER NOMINAL SIZE �� SCHD. (Ib.) 45° ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/O 80054 2" 3/4" 80 0.56 80055 2-1/2" 13/16' 80 0.89 80056 3" 1" 80 1 19 80075 3!4" 1/8" 40 0.07 COUPLING 8 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-114" 3l16' 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 2" 3/16" SO 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1" x 3/4" 1l8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1l4" x 3/4" 1/2" 40 0.11 80202 1-1/4" x 1" 5lt6" 40 0.12 80203 1-1/2" x 3l4' S!8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING g0205 1-1/2" x 1-1l4' 3/8" 80 0.17 80206 2" x 3/4" 13/16' 80 0.27 80207 2" x 1" 11l16" 80 0.26 80208 2" x 1-114' 9/16" 80 0.24 I 80209 2"x1-1/2" 7/16" 80 0.19 --I T/O 80215 2-1/2" x 1" 15/16" 80 0.42 80214 2-1/2" x 1-1/4" 13/16" 80 0.45 80213 2-1l2" x 1-1/2" 11l16" 80 0.46 80211 2-1/2" x 2" 5!8" 80 029 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 112" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-t/4" 7/16" 40 0.10 80103 1-1l2" 11/16" 80 0.20 I 80104 2" 5/8" 80 0.31 T/O F- 80105 2-1l2" 7/8" 80 0.58 80106 3" 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 80160 1-1l4" x 1-1/4" Groove 2-5/16" 1-1l4" (1.660") 40 0.78 � 80161 1-1l2" x 1-1/2" Groove 2-5/16" 1-1l2"(1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-S116" 2" (2.375") 80 1 42 O.D. � 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2-1/2"(2.875") 80 2.28 I 80164 3" x 3" Groove 2-t/4" 3" (3.500") 80 3.00 Tf0 -I 80169 2-1/2" x 76,1 mm Groove 2-5l16" 76,1 mm (3.000") 80 2.28 FIGURE 2- FITTING D/MENS/ONS (Part 2 of 4) TFP191 S Page 5 of 6 FITTING PART NOMINAL TAKE-0UT WEIGHT TYPE NUMBER NOMINAL S12E �� $CHD. �� SPRINKLER HEAD ADAPTER 80175E 3!4" x 1/2" NPT 7l16" 80 0.20 80176E 1" x 1/2" NPT 7l16' 80 0.22 80175WL 3!4" x 1/2" NPT 7l16" 40 0.16 80179 1" x 3/4" NPT 13l16" 40 0.43 T10 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1/2" 40 0.19 80176W 1" x 1l2' NPT 1/2" 40 0.18 rro SPRINKLER HEAD ADAPTER (SPIGO� 80177L 3!4" x 112" NPT 1/2" 40 0.16 80178 1"x 1/2" NPT 9/16" 40 020 80180 1" x 314" NPT 7/8" 40 0.40 —i T/0 FEMALE ADAPTER 80142 3!4" x 3!4" NPT 13I16" 40 0.41 80145 1' x 1" NPT 718" 40 0.63 80146 1-1/4" x 1-1/4" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 1 42 80148 2" x 2" NPT 1-11/16" 80 2.66 T/O MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 80158 1' x 1" NPT 13/8" 40 0.56 T/O —I XxYx2 X Y Z SPRINKLER HEAD g0250 3/4" x 3!4" x 1!2" NPT 9/16" 9/16" 1" 40 0.22 ADAPTER TEE Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 0.29 T/O gp2qg 1" x 1"x 1" NPT 15/16" 15f16" 1-9/16" 40 0.73 80256 1-1l4" x 1" x 1/2" NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1/4" x t-1l4" x 1/2" NPT 7l16" 7/16" 1-5/16' 40 0.31 X Y 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11l16" 1-7/16" 80 0.43 80254 1-1/2" x 1-1/2" x 1/2" NPT 1l2" 1/2" 1-7l16" 80 0.46 T/O T/O 80258 2" x 1-112" x 1!2" NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2" 1/2' 1-11/16" 80 0.62 FIGURE 2— FITTING D/MENSIONS (Part 3 of 4) Page 6 oi 6 TFP1915 FITTING PART NOMINAL TAKE-0UT WEIGHT TYPE NUMBER NOMINAL SIZE ��) SCHD. (Ib.) BACK-TO-BACK TEE X x Y x Z X Y, Z X T/O Y 80459 1" x 1/2" NPT x 112" NPT 5/8" 1-5116" 40 0.48 Z 80460 1" x 1/2" NPT x 1!2" NPT 5!8" 1-3/16" 40 0.46 T/O T/0 BACK-TO-BACK CROSS X x Y x 2 x W X, Y Z, W X T/O Z W 80462 1" x 1" x 1/2" NPT x 1/2" NPT 5/8' 1-3116' 40 0.46 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5!8" 1-5/16" 40 0.47 T/O Y T/O T/O SPRINKLER HEAD X x Y X Y ADAPTER 90° ELBOW Y T/O 80199 3/4' x 1f2" NPT 9l16" 1" 40 0.20 80198 1"x 1!2" NPT 3/4" 1-1/4" 40 0.26 X 80196 1"x 3/4" NPT 1-t/16" 1-7/16" 40 0.26 TJO FIGURE 2— FITTING D/MENSIONS (Part 4 of 4) Limited by TFBP to be defective shall be either of inerchantabilitv and fitn cc for a�ar- repaired or replaced, at TFBP's sole ti �lar �pose. W arranty option. TFBP neither assumes, nor This limited warranty sets forth the ex- authorizes any person to assume for it, clusive remedy for claims based on Products manufactured b T co Fire & any other obligation in connection with failure of or defect in products, materi- Y Y the sale of products or parts of prod- Building Products (TFBP) are war- ucts. TFBP shall not be responsible for als or components, whether the claim ranted solely to the original Buyer for sprinkler system design errors or inac- is made in contract, tort, strict liability ten (10) years against defects in mate- curate or incomp�ete information sup- or any other legal theory. rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law. The invalidity, in under normal use and service. This �n no event shall TFBP be liable, in whole or part, of any portion of this warranty will expire ten (10) years warranty will not affect the remainder. from date of shipment by TFBP. No contract, tort, strict liability or under warranty is given for products or com- any other legal theory, for incidental, ponents manufactured by companies �ndirect, special or consequential dam- not affiliated by ownership with TFBP ages, including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse, improper Was informed about the possibility of installation, corrosion, or which have such damages, and in no event shall not been installed, maintained, modi- TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoing warranty is made in lie� Protection Association, and/or the of any and all other warranti x- standards of any other Authorities �recc or imolied. incl�dinfl war_ r^nt�y Having Jurisdiction. Materials found TYCO FIRE 8 BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 � � ' � � � C arlon Cement Recommended Viscosity at Recommended pipe Set-up time installation lap Shear 75° as (MSDS sheets available at www.carlon.com ) application and sizes (Evaporation Rate) temperature � 73°F inanufactured Standard Grade Clear Solvent Cement - with dauber Part Std, Recommended for all grades 10 Not recommended 40 to 100 2 hrs 350 psi 500-900 cps � No. Size Ctn. Qty. and types of Carlon PVC 30 5-6 minutes 16 hrs. 800 psi �: �° VC9964 �Iz Pint �p �onduit, duct, wirewa� a�d �.�0'f 3-4 minutes 72 hrs.1,500 psi ��,�g�� fittings, except Flex-P us �p�_g0'F 1-2 minutes VC9963 Pint 24 Blue"' ENT (Electrical """'"�' VC9952 Quart �Z NonmetallicTubing.) VC9961 P Gallon 6 Up through 6" diameter. Regular Grade Grey Solvent Cement with dauber* ��«� Part Std. Recommended for all 10°•30'F Not recommended 40° to 100°F 2 hrs. 350 psi 500-900 cps � No. Size Ctn. Qty. grades and types of Carlon 30'-50'F 5-6 minutes 16 hrs. 800 psi VC9924 �h Pint 10 PVC conduit, duct, wireway 50 3-4 minutes 72 hrs. 1,500 psi ��.�_ and fittings, except Flex- 70°-90'F 1-2 minutes =�—'�-"�' °' VC9923 Pint 24 Plus� Blue"" ENT (Electrical �� VC9922 Quart �Z NonmetallicTubing.) VC9941 P Gallon 6 Up through 6" diameter. All-Weather "Quick-Set" Clear Solvent Cement � with dauber'` �'� Part Std. Recommended for all 10'-30'F 45 minutes 5' to 100'F 2 hts. 350 psi 400-700 cps � No. Size Ctn. Qty. 9rades and types of Cadon 30'•50 3-4 minutes 16 hrs. 800 psi PVC conduit, duct, wireway 50'-70'F 1-2 minutes 72 hrs.1,500 psi �� ,� . VC9984 �h Pint 10 and fittings, except Flex- )0 Vz-1 �/z minutes ~ ' Plus• Blue"' ENT (Electrical VC9983 Pint 24 NonmetallicTubing.) �� VC9982 Quart 12 Up through 6" diameter. VC9981P Gallon 6 All-Weather ENT Blue Recommended for use ' "Qutc,�c-Set" SOlvent with Flex-Plus• Blue'" ENT �0 45 minutes 4° to 100°F 2 hrs. 350 psi 400-700 cps .�� Cement with brush (Eledrical Nonmetallic � Tubing), Riser-Gard• & 30'•50'F 3-4 minutes 16 hrs. 800 psi Part Std. PVC Optic-Gard•, P&C 50'•70'F 1-2 minutes 72 hrs.1,500 psi �e wi.,,��^ No. Size Ctn. Qty. Flex•, and Carlon PVC 70'-90'F �lz-1Vi minutes VC9992 Quart �Z fittings. �� TM VC9993 Pint Z4 Up through 4" diameter. Low VOC $Olv�ilt Recommended for all �0'•30°F Not recommended 40° to 100°F 2 hrs. 350 psi 500-900 cps Cement with dauber` grades and rypes of Cadon Y PVC conduit, duct, wireway 30'-50°F 5-6 minutes 16 hrs. 800 psi c�rn� Part Std. and fittings, except Flex- 50'-70°F 3-4 minutes 72 hrs. 1,500 psi �� No. Size Ctn. Qty. Plus' Blue'"' ENT (Electrical 70'AO'F 1-2 minutes CEM9�fT Nonmetallic Tubing.) ��"��%.� VC9LV4 Vz Pint 10 Up through 6" diameter. ��-=� VC9LV3 Pint Z4 VOC emission of 490 ��' VC9LV2 Quart 12 gramslliter per the Bay and South Coast test method. Primer with dauber — Part Std. Recommended for use NIA 5° to 100°F N1A NIA No. Size Ctn. Qty. M � VC9903 Pint Zq with Carlon cement and -�! all types and sizes of �.�� VC9902 Quart 12 Carlon WireSafe"' Purple: wireway. °�"�"" VC9932 Quart 12 *Mee1sASTM D2564 Made in the U.S.A. www.carlon.com 53 �j��Q Fire & Buildir�g Produc�s Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Material: L imited Cast: Fig ures: 201, 210, 219, 250, 260, 501, 510, Description 519, 510DE, 501S, 510S and 519S - W arranty � See Fire Protection Ductile iron conforming to ASTM A-536, products manufactured by Tyco Fre Products are L� �/C�S Submittai Sheet for Grade 65-45-12 warranted soley to the original Buyer for ten (10) Pressure Rating and Fabricated Steel: Figures 391, 392, 393, 312, years against tlefects in material and workmanship Listing/Approval 313, 321, 327, 341 and 350 - Carbon Steel, Whenpaidforandpropertyinstalledandmaintained V� LC Information (Sizes 1'/a' - 6' are Schedule 40); FM (Sizes 8" -12' are Schedule 30), under normal use and service. This warraniy will conforming to ASTM A-53 Grade B expireten (10)yearsfromdateofshipmentbyTyco Fre Products. No warranty is given for products or Thegroovedfittingsprovideaneconomical ProtectiveCoatings: components manufactured by companies not andefficientmethodofchangingdirection, • Non-lead orange paint affiliatedbyawnershipwithTycoFireProductsorfor adding an outlet, reducing, or capping • Fire brigade red (optional) non-lead paint productsandcomponentswhichhavebeensubject grooved piping systems. Grooved fittings • Hot dipped galvanized conforming to ASTM tomisuse,improperinstallation,corrosion,orwhich are available in durable ductile iron or A-153 have not been installed, maintained, mod'rfied or fabricated steel as indicated. � repairedinaccordancewithapplicableStandardsof Note: Figure 510S and 519S fittings are Order�ng the National Fire Protection Association (NFPA), special short radius tittings with smaller and/ortheslandardsofanyotherAuthoritiesHaving center to end dimensions than standard P� cedure Jurisdiction. MaterialsfoundbyTycoFreProducts grooved fittings. Depending on the size and When placing an order, indicate the full product tobedefectiveshallbeeitherrepairedorreplaced,at coupling used, there may be interferences at name. Pleasespecifythe quantity,figure number, Tyco Fre Producis'sole option. Tyco Fre Products the bolt padsthat require repositioning oithe Wall thickness, and size. neiVier assumes, nor authorizes any person to coupling orientation. The use of ilange Grinnell Grooved Piping Products, valves, assumeforit,anyotherobligationinconnectionwith adapters is not recommended with Figures accessories and other products are available the sale of products or parts of products. Tyco Fre 510S and 519S iittings. Contaci Tyco Fire throughouttheU.S.,Canada,andinternationally, Productsshallnotberesponsibleforsprinklersystem Products for details. through a network of distribution centers. You designerrorsorinaccurateorincompleteinformation WARN/N6 may write directly or call 215-362-0700 for the supplied by Buyer or Buyers representatives. The fiftings described herein must be installed distributor nearest you. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE andmaintainedincompliancewiththisdocument, LIABLE, IN CONTRACT, TORT, STRICT LIABILITY as well as with the app/icable standards of the Care and OR UNDER ANY OTHER LEGAL THEORY, FOR Nationa/FireProtectionAssociation,inaddition Maintenance INCIDENTAL, INDIRECT, SPECIAL OR to the standards ofanyotherauthorities having CONSEQUENTIALDAMAGES,INCLUDINGBUTNOT jurisdiction. Failure to do so may impair the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES, REGARDLESS OF pedormance ofthis device. testing, and maintenance of their fire protection WHETHERNCOFIREPRODUCTSWASINFORMED The owner is responsib/e for maintaining their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES, fire protection system and devices in proper applicablestandardsoftheNationalFireProtection ANDINNOEVENTSHALLTYCOFIREPRODUCTS' ope�ating condition. The installing contractor or Association (e.g., NFPA 25), in addition to the LIABILIN IXCEED AN AMOUNT EQUAL TO THE sprinklermanufacturershouldbecontactedwith standards of any authoriiy having jurisdiction. SALES PRICE. anyquestions. Theinstallingcontractororproductmanufacturer 1iE�11CWA1�IANTYLSINADIEWLEUU� � should be contacted relative to any questions. ANYAADALLOIIGI�WAI�tAN1�SEXPI�SSOA Techn�cal Anyimpairmentmustbeimmediatelycorrected. IMPLIED. INCLUD/NG WARBAMTIES OF It is recommended that automatic sprinkler MERC/UNT/IBILITY AND F/TMf3S FOR A Data systems be inspected, tested, and maintained by Approvals: a qualified Inspection Service. UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Page 1 of 6 September 2004 TFP181 O Page 2 of 6 TFP1810 Figures 201, 210, 219, and 260 C to E Figure 201 Figure 210 Figure 219 Figure 260$ _._ 45° Elbow 90° Elbow Tee End Ca Nominal C to E Appx. Wt. to E Appx. Wt. to E Appx. Wt. E to E Appx. Wt. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. c co E � ' ' c to E Size mm K. mm K. mm K. mm K. L , 1 ,��, 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 • �ccoE� 44•5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 Figure 201 �,� 1.75 1 1 2.75 1.2 2.75 1.8 0. 0.6 Figure 210 44•5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2 „ 2.00 1.8 3.25 2.0 .25 2.7 0.88 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2'/i' . 5 .2 . . .75 5.8 0. 0. �--ctoE--I EtoE-� �- 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 � 76.1 mm 2'25 22 3.75 3.0 3.75 5.8 0.94 1.1 i ; 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 -----•�!•-•-•--- -- - 2.50 .5 425 4.5 425 7.0 0.88 1.1 ; � 3 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 • c to E 108.Omm 2.88 5.5 4.75 8.5 4.75 11.5 _ _ 73.0 2.5 120.7 3.9 120.7 5.2 � Figure 260 3.0 5.2 5.00 8.5 5.00 11.8 1.00 2.6 4 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 Figure 219 133.Omm 325 7.7 5.25 11.3 5.25 10.6 _ 82.6 3.5 133.4 5.1 133.4 4.8 139.7mm 3.25 7 7 5.50 11. 5.50 15.3 0. 4.7 82.6 3.5 i39.7 5.1 139.7 6.9 23.4 2. f .5 5.5 .5 5.5 1 . . 5. nction esistance` 5 826 3.9 139.7 6.1 139.7 7.7 25.4 2.3 Ex ressed as E uivalent Strai ht Pi e 159.Omm •50 12.0 6.00 14.6 6.00 13.9 ow ee 88.9 5.4 152.4 6.6 152.4 6.3 � - Size 90° 45° Branch Run 165.1mm 3.50 12.0 6.50 18.5 6.50 26.0 1. 7.5 Inches Feet Feet Feet Feet 88.9 5.4 165.1 8.4 165.1 i1.B 25.4 3.4 mm Meters Meters Mefers Meters 3.50 12.0 6.5 18.5 6.50 26.0 1.00 7.5 1/e 1.9 1.0 4.8 1.9 6 88.9 5.4 165.1 8.4 165.1 i 1.8 25.4 3.4 42.4 0.6 0.3 1.5 0.6 4.25 23.0 7.75 36.5 7.75 45.0 1/z 2.3 1.2 5.8 2.3 216.3mm �08.0 10.4 196.9 16.6 196.9 20.4 - � 48.3 0.7 0.4 1.8 0.7 425 23.0 7.75 36.5 7.75 45.0 1.19 12.8 2 32 . 8.0 3. 8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 60.3 1.0 0.5 2.5 1.0 4.75 31.0 9.00 60.0 9.00 72.1 125 20.0 2/s 3.9 2.0 9.8 3.9 1 �� i20.7 14.1 228.6 27.2 228.6 32.7 31.8 9.1 73.0 1.2 0.6 3.0 i.2 5.25 40.0 10.00 67.0 10.00 92.5 1.25 36.0 41 2.1 10.3 4.1 12 �� 133.4 18.1 254.0 30.4 254.0 42.0 3f.8 16.3 76.1 mm �.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 �- A�ailabie with tapped plugs, contact Tyco Fire & Building Products. 88.9 1.5 0.7 3.7 1.5 108.O 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 133.Omm 8•0 4.0 20.0 8.0 2.4 i.2 6.f 2.4 139.7 8'0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4 1 20.5 8.2 i41.3 2.5 1.3 6.3 2.5 159.Omm 9.5 4.8 23.8 9.5 2.9 14 7.2 2.9 165.1mm 9•5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3mm � 3.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6. i For reducing tees and brenches, use the value Mat is corrosponding to the branch size. Example: for 8' x 8' x 2' tee, the branch value 2' is 8.0 feet. ' Friction resistance for all elbows and tees except Figures 510S and 519S. Page 3 of 6 TFP1810 � Figures 501, 510, 519 and 510DE C to� ��C ro E-I _" � -�- i i�' _'_'_'Y'___'_'_ I � � CtOE i � CtoE � � f � CroE � . � CtoE B . � �-CtoE-� � A�+�CtoE� Figure 501 Figure 510 Figure 519 Figure 510DE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 90° Elbow Tee 90° Drain Elbow Nominal tO pPx. t. to ppx. t. to ppx. t. to ppx. t. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm K. mm K. mm K. mm mm mm K. 1'/,' 175 0.9 2.75 1.0 2.75 14 - - - 44.5 0.4 69.9 0.5 69.9 0.6 " 1'/z" 175 11 2.75 1.2 2.75 1.8 - - - 44.5 0.5 69.9 0.5 69.9 0.8 " 2 „ 2. 0 1. 3.25 2.0 325 2.7 50.8 0.8 82.6 0.9 82.6 1.2 " 2,�2, 2.25 2.2 3.75 3.0 3.75 5. 3.75 2.00 2.75 2.7 57.2 1.0 95.3 14 95.3 2.6 95.3 50.8 69.9 1.2 3 „ 2.50 3.5 4.25 4.5 425 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 f 08.0 3.2 108.0 59.4 69.9 1.7 4 „ 3. 5. 5. 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 5 „ 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 i39.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 s „ 3.50 12. 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8 �, 4.25 23.0 7.75 36.5 7 75 45.0 7.75 4.95 2.75 26.3 f08.0 f0.4 196.9 16.6 196.9 20.4 i96.9 125.7 69.9 11.9 Figures 501S, 510S and 519S C to E �---C to E--1 -•- i I i�' _"'_'''_"'_'_ ' "� I CtoE ' � CtoE i � . � CtoE ' �-- C ro E � _� Figure 501 S Figure 510S' Figure 519S' Figure 501 S Figure 510S Figure 519S nction esistance 501 , 510 � 519 45° Elbow 90° Elbow Tee Ex ressed as E uivalent Strai ht Pi e to ppx t. to px. t. to ppx. t. Nominal Inches Lbs. Inches Lbs. Inches Lbs. ow o ee Size mm K. mm K. mm K. Size 90° 45 Branch Run Inches Feet Feet Feet Feet 2 �� 2•00 1.8 2.75 1.5 2.75 2.1 mm Meters Meters Meters Mefers 50.8 0.8 69.9 0.7 69.9 1.0 2 3.2 1.6 .0 3.2 2 ,� 2 � 2.25 2.2 3.00 2.2 3.00 3.0 60.3 1.0 0.5 2.5 1.0 57.2 1.0 76.2 1.0 76.2 1.4 2/z 3.9 2.0 9.8 3.9 76.1 2'25 2•2 3.00 2.3 3.00 3.1 73.0 1.2 0.6 3.0 1.2 57.2 1.0 76.2 1.0 76.2 1.4 41 2.1 10.3 41 3 ,� 2.50 3.5 3.38 3.0 3.38 4.1 76.1 mm i 2 0.6 3.1 1.2 63.5 1.6 85.9 1.3 85.9 1.9 3 4.9 2.4 12.2 4.9 4 „ 3.00 52 4.00 5.6 4.00 7.7 88.9 1.5 0.7 3.7 1.5 76.2 2.4 101.6 2.6 101.6 3.5 4 6.5 3.3 16.3 6.5 139.7mm 3.25 7.7 4.88 8.6 4.88 12.0 114.3 2.0 1.0 5.0 2.0 82.6 3.5 124.0 3.9 124.0 5.4 139 7mm 8 • 0 4.1 20.0 8.0 5 �� 3 25 8.5 4.88 8.8 4.88 12.0 2.4 1.3 6.1 2.4 82.6 3.9 i24.0 3.9 124.0 5.4 5 8.2 4.1 20.5 8.2 � 65 �� 3.50 12.0 5.50 11.00 5.50 15.0 141.3 2.5 1.3 6.3 2.5 89.9 5.4 139.7 5.0 139.7 6.8 165.1mm 9•5 4.8 23.8 9.5 6 �� 3.50 12.0 5.5 11.2 5.50 15.2 2.9 1.4 7.2 2.9 88.9 5.4 139.7 5.1 139.7 6.9 6 9.9 5.0 24.8 9.9 s „ 4.25 23.0 6.88 23.4 6.88 31.2 i68.3 3.0 1.5 7.6 3.0 108.0 10.4 174.8 f0.6 174.8 14.2 8 13.1 6.6 32.8 13.1 'NOta: Fipure 5105 and 5195 Iltllnps are spaolal sDort radius Iltlinps wlth smaller emterto end tlimeinions 219.1 4.0 2.0 10.0 4.0 than sWndard proored Iiqlnps. Oependinp on the size and eouplinp used, there may be IntaAerences et the bolt pads wh1eA reaulres repaltloninp ol the eoupllnp orlentatlon. The use al flanpe adaplen is not recommended wIM Fipurss 5108 and 5195 fiqinps. Contael Tyco Fin Produets for detalls. Page 4 of 6 TFPi S10 � . Figures 250 and 350 Fi ures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. f--EtoE� Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm K. Inches mm K. Inches mm K. -- - _ �2 X �Ya 2.50 1.0 '139.7mm X 3 3.50 4.2 *6 X 5 4.00 5.8 63.5 0.5 88.9 1.9 101.6 2.6 •2 X � YZ 2.50 1.3 *139.7 x 4 3.50 4.4 8 X , 2 5.00 12.2 63.5 0.6 B8.9 2.0 127.0 5.5 Figure 250 '2Yz x 2 2'50 �'2 5 x 1 Yz 3.50 4.6 S X 2Y2 5.00 12.1 63.5 0.5 88.9 2.1 i27.0 5.5 Cast 2.50 1.5 3.50 4.6 5.00 12.0 '76.1mmxlYz 63.5 0.7 5x2 88.9 2.1 8x3 127.0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 `76.1 5X2Yx 8X4 I-- E to E� 63.5 0.8 88.9 2.0 127.0 5.4 3x1Ya 2'50 1•3 5x3 3.50 4.4 8x5 5.00 11.3 63.5 0.6 88.9 2.0 127.a 5.1 3x1Yz 2•50 �•3 `5x4 3.50 4.5 Sx6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 "3X2 2•50 �•`3 '165.1mmX3 4.00 5.5 10X4 6.00 21.9 Figure 350 63.5 0.6 f01.6 2.5 152.4 10.0 Fabricated , 3 X 2Y2 3.00 1•5 •�65.1mm x 4 4.00 6.0 10 x 5 6.00 21.6 Sizes 3" to 6" 76.2 0.7 101.6 2.7 152.4 9.8 '3 x 76.1mm 3.00 2•0 =��.�mmx1�.7mm 4.00 5.6 10 x 6 6.00 21.1 76.2 0.9 101.6 2.5 152.4 9.6 I--EtoE� 3.00 22 4.00 6.0 6.00 19.5 4x1Ye 76.2 10 '6x2 101.6 2.7 10x8 152.4 8.9 - - - 4x1Yz 3.00 2.3 6x2Yz 4.00 6.0 12x4 7.00 28.0 76.2 1.0 f01.6 2.7 177.8 12.7 '4 x 2 3.00 2•3 �6 x 76.1mm 4.00 6.0 �2 X 6 7.00 30.0 Figure 350 76 �'� ��•6 2•� 177.8 13.6 Fabricated '4 x 2Yz 3.00 2•3 6 x 3 4.00 6.0 12 X 8 7.00 28.0 76.2 1.0 101.6 2.7 177.8 12.7 Sizes 8" to 12" 3.00 3.2 4.00 5.9 7.00 33.0 '4x76.1mm 76.2 1.5 '6x4 101.6 2.7 12x10 177.8 15.0 4 X 3 3.00 2•s `6 X 139.7mm 4.00 6.3 76.2 1.2 101.6 2.9 Note: Sizes marked with en esterisk (•) ere only available in Rgure 250 Cast. Sizes without an esterisk are onry available in Figure 350 Fabricated. ADA CAP� Patented Pi e Nominal Dimensions .D. T k t nt r t En Net Size Outlet A g C D Wt• p _� Inches In hes Inches Inches Inches Inches Lbs. ; mm mm mm mm Kg• ,� 125 1.75 1.89 0.77 31.8 44.5 48.0 0.3 i � �, 3 �� 1.900 1.25 1.75 1.89 0.77 r 48.3 31.8 44.5 48.0 0.3 I � B � 1 1.37 2.00 2.02 0.88 34.9 50.8 51.3 0.4 A- ----' --------'-•- i -'-•-----� - '/z 1.25 1 75 1.89 0.92 I � 31.8 44.5 48.0 0.4 L 2 3 �� 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 ,� 1 47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 2'/x 3/a 2.875 147 1.97 1.89 1.28 73.0 37.3 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 34.8 50.8 51.3 0.7 ' ISO-7 threaded outlets ere available upon request. Page 5 of 6 TFP1810 � Figures 391, 392, 393, 312 and 313 � E to E � Figures 391, Figure 312 Figure 313 392 and 393 pp�/2 Elbow 11'/: Elbow Ada ter Ni les Figure E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. '-'-' - 391 Nominal Inches Lbs. Inches Lbs. Inches Lbs. Size mm K. mm K. mm K. �EtoE �,� 400 0.8 175 0.4 1.38 0.4 f01.6 �.4 44.5 0.2 35.1 0.2 �,� 4.00 0.9 175 0.5 1.38 0.5 Figure 101.6 0.4 44.5 0.2 35.1 0.2 392 ----- 2 „ 4.00 12 1.88 0.6 1.38 0.6 f0i.6 0.5 47.8 0.3 35.1 0.3 2,�2, 4.00 1.9 2.00 0.7 1.50 1.1 �EtoE f01.6 0.9 50.8 0.3 38.1 0.5 3 „ 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1 1 57.2 0.6 38.1 0.5 Figure 6.00 5.5 2.63 2.4 175 2.2 '-"-'-" - 393 4 �� 152.4 2.5 66.8 1.1 44.5 1.0 5 „ 6.00 7 4 2.88 4 1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 C to E s �� 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 Figure ,;' 8 „ 6.00 14.2 3.88 11.1 2.00 8.7 312 152.4 6.4 98.6 5.0 50.8 3.9 � C to E ! 1 �„ 8.00 27.0 4.38 14.0 2.13 9.1 � 203.2 12.2 1 i.3 6.4 54.1 4.1 C to E 12 „ 8.00 33.0 4.88 22.0 2.25 16.7 Figure 203.2 15.0 124.0 10.0 57.2 7.6 C to E 313 Figures 327 and 341 !-- c to e Figure 341 � Figure 327 150 Ibs. Cross Flan e Ada ter ' Nominal C to E Appx. Wt. E to E Appx. Wt. � Size nches Lbs. Inches Lbs. � mm k. mm k. - -• � --�-�---�-- --�---�---• ' .-- � 1'/a" 2.75 2.0 4.00 2.8 � 69.6 0.9 f0f.6 1.3 � � 1'/z" 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 2 „ 3.25 2.7 4.0 5.2 Figure 327 82.6 1.2 f01.6 2.4 2,�2„ 3.75 5.0 4.00 S.0 95.3 2.3 f01.6 3.6 3 „ 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 '�' . '�' � 4 �� 127.0 5.4 152.4 7.8 I 5" 5.50 171 6.00 21.4 E to E 139.7 7.8 152.4 9.7 � � 6.50 27.5 6.00 26.0 6 165.1 12.5 152.4 11.8 8 „ 7.75 47.0 6.00 38.4 Figure 341 196.9 21.3 152.4 174 � �„ 9.00 68.0 8.00 65.0 228.6 30.8 203.2 29.5 12„ 10.00 107.0 8.00 91.0 254.0 48.5 203.2 41.3 Page 6 of 6 TFP1810 � Figure 321 �-- ccoe-� Fi ure 321 Reducin Tee 1 Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. ___�_____ __ Size Inches Lbs. Size Inches Lbs. Inches mm K. Inches mm K. 3.25 2.0 6.50 26.6 I 1Yzx1YzxlYe 82.6 0.9 6x6x4 i65.1 12.1 CtoE � 2x2x1Y2 3'25 2'� 6x6x5 6.50 27.0 , 82.6 7.2 165.1 12.2 Figure 321 2Yz x 2Yz x 1 Y, 3.75 42 8 x 8 x 2 7.75 362 95.3 1.9 196.9 16.4 2Yzx2'hx1Yz 3.75 4.2 8x8x3 775 36.5 95.3 1.9 196.9 16.6 2YZx2Yzx2 3.75 4.3 8x8x4 7.75 36.6 95.3 2.0 f96.9 16.6 3x3x1Yz 4,25 5.3 gx8x5 ��5 36.8 f08.0 2.4 i96.9 i6.7 425 5.5 7.75 37.0 3x3x2 108.0 2.g 8xex6 �g6.9 16.8 3x3x2Yz 4.25 5.8 10x10x2 9 '� 571 108.0 2.6 228.6 25.9 4x4x1Ys 5.00 9•8 10x10x3 9•� 574 127.0 4.4 228.6 26.0 4x4x1Yz 5.00 9.9 �Ox10x4 9•� 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x10x5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x2Yz 5.00 10.3 10x10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 9 • 0 0 58.4 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 �0.00 80.2 i39.7 6.6 254.0 36.4 5x5x2'/2 5.50 14.8 �px12x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 �0.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 �2x�2Xg 10.00 91.4 165.1 i 1.9 254.0 41.5 6x6x2Yz 6.50 26.5 12x12x10 �0.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure =SO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company NCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. V � � • � • – ■ . �� Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type '�� Size Range — 3/4" thru 2" CPVC pipe .,, Material — Carbon Steel, Pre-Galvanized ..�' Function — Intended to perForm as a hanger to support only CPVC piping � J ,,.;;>.� used in automatic fire sprinkler systems. The product acts as a hanger when '":�y tab is upward and the fastener screw is in the horizontal position. Figure 22 � l �'� `� - - can be installed on the top of a beam, but in this situation acts as a guide to 4 �. T ,,K��.� " the piping which is supported by the beam itself. It is not intended to support `�;��,. ', CPVC pipe from under a flat horizontal surface, such as a ceiling. For this :�--... �'� t ! type of installation, use the TOLCOT"" Fig. 23, Double Fastener Strap for � � �``'� ``.,°, '��-�,�` CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can " ';� ` �'a, ''' :� function as a restrainer to prevent the upward movement of the sprinkler head "` ' �� . ,'�, y I during activation. , � r `�� :�:��` � � Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada �� ; ;n;-.� (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of � ,` � NFPA 13, 13R and 13D. f--� ' �`,�� Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design* pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is �ecommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been know to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Note — Fastener into light gauge metal may be ordered separately. Minimum acceptable: #10 x 1" Hardened Self Threading Screw with 5/16" hex washer head. Order By — Figure number and CPVC pipe size. * Patent Pending Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size p` B � Spacing (Ft.) Head Size Wt.N00 3/4 2'!,6 1 1'/,e 5'!2 5/16 g � 2 1'/,6 1'/,e 6 5/16 g 1'/. 3'/,6 1 1'/,e 6'/: 5/16 11 1'!z 3 1'/. 1'/,e 7 5/16 12 2 3'/ 2 '/e 1'/�e 8 5l16 15 Offiee/Marwfacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax. 909.737.0330 � Customer Service • 800.786.5266 www.rolco.com ,... GL175G .... ;;;; BronZe Butterfly Valves FiRE SPR�NKLER CQRP�RATI0111 Grooved End Sizes : 2"and 2 %" Specifications Working Pressure : 175 PSI (12.5 Bars) Max. Test Pressure : 350 PSI (25.0 Bars) a ,�-■.� Max. Working Temp • 250°F (120°C) f �� Factory installed UL Listed Double Tamper Switch For Indoor and Outdoor Use. Materials of Primary Components Body . ASTM B-505 Disc . ASTM B-584 EPDM Encapsulated Upper Stem . ASTM A-564 Type XM 12 Lower Stem . ASTM A-564 Type XM 12 Gear Housing, Cover • ASTM A-619 Hand Wheel . ASTM A-619 Flag Indicator � ASTM B-16 York Mechanism • ASTM A-283 Stem Bushing : ASTM B-16 Conduit Connector . ASTM A-307 O-Rings (All) . EPDM Grade "E" Cover Gasket N B R Approvals NYC - DOB MEA Approved 155-06-E UL, ULC Listed FM Approved _._--a.oz (�oz.o)-..--__. I ( , , � 2 32 aP f (59.0) I N 0 I � I � c - f - - ---�-- - � I 4--3J2 (9t.5) �B --I DIMENSION UNIT:IN(mm) SIZE A B C Part No. 2" 1.96(49) 4.56 (114) 3.62 (90.5) 311765-G 2'/Z" 2.18 (54.5) 4.56 (114) 3.82 (95.5) 311775-G FEBRUARY 2010 Page3 BULLETIN BUTTERFLY REV#4 SW/NG CHECK � � ,,�, VALVE :::: STANDARD & "SHOTGUN" '"' MODEL RCV FIRE SPRINKLER CORP�RATI�N GROOVE/GROOVE �ESCR/PTION AND OPERATION 2 s 2 �� 3� 4 A 8t s n S/ZES Globe Model RCV Swing Check Valves feature a swing type clapper designed for use in fire sprinkler or other types of water piping systems that incorporate grooved connecting pipe ends. They are effectively used when it is necessary to permit water flow in one direction only, preventing flow in the reverse direction (non- return). Because the RCV incorporates a spring-loaded clapper assembly, it may be installed in either the vertical or horizontal position. Most commonly, it is used with various configurations of fire department connections for fire sprinkler systems, by-pass connections, gravity pressure tank and, pump discharge in connec- tions from public water supplies to automatic sprinkler systems, etc. As an alternative to using an alarm check valve with a wet sprinkler system, an RCV Swing Check Valve may be used in a "Shotgun" arrangement whereby the valve is trimmed in a similar manner but utilizes an electric water flow switch and alarm bell instead of a water motor gong for fire notification. The body of the Globe RCV Swing Check Valve is constructed of high tensile strength cast iron having considerable ductility to MODEL RCV reduce damage in field handling. It meets the ASTM Al26 Class B SWING CHECK VALVE rating. The RCV clapper assembly is made of stainless steel and has an E.P.D.M. rubber facing. The RCV incorporates a special stainless steel spring assembly which allows its use in the down- ward flow direction. It effectively provides a leak tight seal against back pressures greater than one (1) psi. PHYS�cA��MeNS�oNs APPROVALS • cULus Listed H • FM Approved • NYC - DOB MEA 305-05-E OPTIONAL FOR RISER o INSTALLATION TECHN/CAL DATA � • Water Working Pressure Rating - 300 psi (20.7 Bars). F O � Factory tested hydrostatically to 600 psi (41.4 Bars). E O Equivalent feet of pipe: 2" Valve = 7.2 feet, 2 1/2" ,�• � Valve = 7.2 feet, 3" Valve = 7.2 feet, 4" Valve - 9.9 feet, 6" Valve = 16.1 feet. ..� �-„ °�•�--• "L' SIZE A C E F G H � WEIGHT 1 K L pbs.) �o trim 2" I" 4" 3 I!2" 4 I/2" 6 I/2" 1/4" I I/2" 2 I/4" 2 I/2" 4 3/4" 4.5 2 I/2" I I/4" 4 I/2" 4" 5" 7'• I/4" I I/2" 2 I/2" 2 3!4" 5 I/2" 8 3" I I/4" 5" 4 I/2" 6" 7 3/4" I/4" 2" 3" 3 3/4" 6 3/4" 12 4" 2" 6 I/4" 4" 6 1/2" 8 I!2" I!4" 2 I/2" 3 I/2" 4 I!4" 7 I/2" 17.5 6" Z" 8" 5" 8" 10 I/2" I/4" 3 I/4" 4 I/4" 5 I!2" 10" 40.5 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989�46-4583 • FAX989-846-9231 OCTOBER 2005 ,�10 BULLETIN RCV REV. #1 SW/NG CHECK VALVE - 2; 2%", 3" t�" � s" MODEL RCV - STANDARD & "SHOTGUN" GROOVE/GROOVE 3 ITEM DESCRIPTION MATERIAL 2° P1N 2%" P/N 3° P/N �" P/N 6" P/N 7 \ ;` I Hinge Pin Stainless Steel 321521 321528 321535 321541 321549 � � 2 2 Torsion Spring Stainless Steel 321523 321531 321531 321545 321554 2 3 Machined Body Cart Iron 321501 321503 321505 321507 321509 a , i o 4 I/2" NPT Plug Cast Iron 311003 311003 311003 311003 311003 � ;�. 5 Seat Ring Brass 321522 321530 321537 321543 321551 6 Locknut Sminless Steel 321556 321556 321556 321556 32�556 s � 7 Nameplate Aluminum 321558 321558 321558 321558 321558 5 8 Clapper StainlessSteel 3215IS 321527 321534 321540 321548 ti 4 9 ClapperFacing Disc EPDM 321516 321529 321536 321542 321550 6 10 Sealing Washer Hard Fiber 321518 321518 321518 321518 321518 CROSS SECTION I I Disc Reainer Sainless Steel 321517 321517 321517 3215M 321544 12 Hex Head Bolt Stainless Steel 321519 321519 321555 321555 321559 �SHOTGUN" TR/M ARRANGEMENT � SIZE A B C 4 � „A„ Z„ 10• 8 3/4" 2 I/4" 7 3 5 2 I/2" II" 9 I/4" 2 I!4" 6 1 3" 12" 9 I/2" 2 I/2" q � 4" 13 I/2" 10" 3 I/4" � 8 t 6" 14 I!4" 10 3/4" 4" 6 5 � „ „�., TOP VIEW FRONT VIEW ITEM DESCRIPTION 2" 2 y; � 3•• �„ 6 Qn I RCV 321526 321533 321539 321547 321557 I 2 Angle Valve 311614 (I") 311615 (I I/4") 311615 (I I/4") 31 Ibl7 (2") 311617 (2") I 3 Close Nipple 310500 (I") 310600 (I I/4") 310600 (I I/4") 310800 (2") 310800 (2^) I 4 I/4" Water Gauge 300119 300119 300119 300119 300119 2 5 1/4" 3 Way Valve 311683 311683 311683 3 I 1683 311683 2 6 I!4" Plug 311001 311001 311001 311001 311001 2 7 I/4" Nipple 31 I 101 (I I/2") 31 I 102 (2") 310102 (2") 310103 (21/2") 310103 (2 I/2") 1 8 IJ4" x 5 I/2" Nipple 310109 310109 310109 310109 310109 I ORDER/NG /NFORMATION GLOBE'� PRODUCT W�4RRANTY Globe agrees to repair or replace any of its own SPECIFY manufactured products found to be defective in material • Quantity • Model Number or workmanship for a period of one year from date of • Standard or Shotgun style. shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). F �L d �� 4 077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 t� SPRINKLER CORppRpT'IpN 989�46-4583 FAX989-846-9231 OCTOBER2005 PRINTEDU.S.A. BULLETIN RCV REV. #1 _ . - _ ,. a= �� i , i • � , ' � ' � 3€ for Fire Alarm Bell, ABS �• � � Description FPPI's Back Box for Fire Alarm Bells is made from high impact ABS thermoplas- tic. ABS is known for its strength and rigidity and has superior electrical insula- tion properties as compared to PVC, Styrene or other plastics. ABS can also be Specif�catians used in a wide range of temperatures from -13 °F (-25° C) and 140 °F (60°). ABS is resistant to the elements that wouid normally cause corrosion in a similar back M�teri8ls: box made from cast aluminum with a painted finish. The back box design includes Acr�rionitrile l�tad�ene sty two tabs for easy surface mounting with two 1!2" NPT threaded iniets/outlets for re[te {ABS) through wiring. Each back box is supplied with four screws for mounting a compat- ible bell and an extra 1/2" NPT plug for plugging an unused NPT inlet or outlet. Sizes; a" Back aax wi#n cwo 1f�• NPT threaded outlets/inEets. Endudes far b�q mounting Installation erties are dependent on all installed $��,�WS and one 112" NP'C components (NPT plugs, conduit Install in accordance with usual and connections, alarm bells, etc.) being p �� customary installation techniques for installed in a weather resistant fashion electrical apparatus. The ABS back GOlorc and having weather resistant properties park Gra box can be attached to most flat even of their own. When installed correctly, y surfaces in either horizontal or verti- the final assembly of all components cal positioning. Mounting to an un- should provide a reasonable amount of even surface may cause the back box resistance to moisture. to become deformed, compromise weather resistance and prevent proper Maintenance installation of the alarm bell. In order to No regular maintenance is required. maintain its' weather resistant proper- As with all fire sprinkler system compo- ties install the supplied 1/2" NPT plug nents, regularly inspect the back box when not "through" wiring the bell to for damage to insure expected perfor- another appliance. Prolonged exposure mance. to direct sunlight may cause the surface of the backbox to appear slightly discol- ored. This appearance does not change Related Products the performance characteristics of the product. Do not mount any electrical 6" Alarm Bell appliance in areas that are expected to �0" Alarm Bell be exposed to direct streams of water Alarm Bell Cage (Guard) or directly exposed to inclimate weather. Alarm Bell Signs The back box weather resistant prop- Fire Protection Products, Inc. 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 F P n P (� For questions: 1 800 344-1822 • 1 800 344-3775 fax • www.fppi.com 02007 Fire Protection Products, Inc � . , Fire Sprinkler Accessories FPP1� Alarm Bells and Bell Accessories Part No. Descrlption Box G1ty. 02-450 Alarm Bell, 10" 120VAC 10 02-452 Alarm Bell, 6" 120VAC 20 02-455 Alarm Bell Back Box 4g 02-457 Bell Guard 20 '�`�- Break Shackle Locks FPPI offers break shackle locks to prevent tampering with controlled valves. � � Locks are keyed alike to allow easy access to secured valves by authorized personnel. , � Part No. Description Box Qty. ��!'�✓ 02-410 Break Shackle Lock #764-40 250 �.a 02-411 Master Break Lock #500KABRK197 72 00 O O W � Sign Chain � � Zinc plated for corrosion resistance. Suitable for use in exposed areas. N Part No. Description Box Qty. �V 02-200 #16 Sign Chain, 100' Box 2p • 02-201 #16 Sign Chain, 250' Reel 1 � � � :••w � Spare Sprinkler Head Cabinets � All Spare Sprinkler Head Cabinets are equipped with °knockouts" to � accommodate 1/2" or 3/4" sprinkler heads. ESFR head box will � accommodate 3/4" or 1" IPS sprinklers. Finish: Red Enamel Part No. Description Box Qty. 02-400 Spare Head Box, 12 Head 2p 02-401 Spare Head Box, 6 Head 25 02-402 Spare Head Box, 3 Head 2p 02-403 ESFR Spare Head Box, 6 Head 20 �� t[�CO Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 B1azeMaster� TFP-401 One Step So/vent Cement MSDS (Maferial Safety Data Sheet) M3D3 No: TYCOl0E6 Isaue Date: il May 2006 3ECTION 1 PRODUCT AND COMPANY IDENTIFICATION Trade Name: BLAZEMASTER CPVC CEMENT TFP-401 Product Use: Cement for CPVC Pipe Formula: CPVC Resin in Solvent Solution Synonyms: CPVC Plastic Pipe Cement Firm Name & TYCO c/o OATEY C0. 4700 West 160th Street P.O. Box 35906 Mailing Address: Cleveland, Ohio 44135, U.S.A. http://www.oatey.com Oatey Phone Number: (216) 267-7100 or (800) 321-9532 Emergency Phone For Emergency First Aid call 1-877-740-5015. For Numbers: chemical transportation emergencies ONLY, call Chemtrec at 1-800-424-9300. Outside the U.S. 1-703-527-3887. Prepared By: Corporate Director - Safety and Environmental Compliance Preparation Date: May 11, 2006 3ECTION 2 COMP03ITION/INFORMATION ON INGREDIENT3 INGREDIENTS: $wt/wt: CAS NUMBER: ACGIH TLV TWA: OSHA PEL TWA: OTHER: Acetone 5- 150 67-64-1 500 ppm 1000 ppm 750 ppm STEL Tetrahydrofuran 40 - 55a 109-99-9 50 ppm(skin) 200 ppm 25 ppm (Mfg) 100 ppm STEL Methyl Ethyl Ketone 5- 15% 78-93-3 200 ppm 200 ppm None 300 ppm STEL Cyclohexanone 5- 15$ 108-94-1 20 ppm(skin) 50 ppm None 50 ppm STEL CPVC Resin 15 - 300 68648-82-8 10 mg/m3 None None (Non-hazardous) Established Amorphous Fumed Silica 1- 5� 112945-52-5 10 mg/m3 None None (Non-hazardous) Established OSHA Hazard Classification: Flammable, irritant, organ effects SECTION 3 HAZARD3 IDENTIFICATION Emergency Overview: Red liquid with an ether-like odor. Extremely flammable liquid and vapor. Vapors may cause flash fire. May cause eye and skin irritation. Inhalation of vapors or mist may cause respiratory irritation and central nervous system effects. Swallowing may cause irritation, nausea, vomiting, diarrhea and kidney or liver disorders. Aspiration hazard. May be fatal if swallowed. Symptoms may be delayed. Page i of 6 JUNE, 2008 TFP1992 Page 2 of 6 TFP1992 3ECTION 4 FIRST AID 1�:A3URE3 CALL 1-877-740-5015 Skin: Remove contaminated clothing immediately. Wash all exposed areas with soap and water. Get medical attention if irritation develops. Remove dried cement with Oatey Plumber's Hand Cleaner or baby oil. Eyes: If material gets into eyes or if fumes cause irritation, immediately flush eyes with plenty of water until chemical is removed. If irritation persists, get medical attention immediately. Inhalation: If symptoms of exposure develop, remove to fresh air. If breathing becomes difficult, administer oxygen. Administer artificial respiration if breathing has stopped. Seek immediate medical attention. Ingestion: DO NOT INDIICE VOMITING. Rinse mouth with water. Never give anything by mouth to a person who is unconscious or drowsy. Get immediate medical attention by calling a Poison Control Center, or hospital emergency room. If inedical advice cannot be obtained, then take the person and product to the nearest medical emergency treatment center or hospital. 3ECTION 5 EIRE FIGIiTING I+ff.A3URE3 Flashpoint / Method: 0- 5 Degrees F. (-18 --15 Degrees C) / PMCC Flammability: LEL = 1.8 o Volume, UEL = 11.8 o Volume Extinguishing Use dry chemical, CO2, or foam to extinguish fire. Cool fire Media: exposed container with water. Water may be ineffective as an extinguishing agent. Special Fire Firefighters should wear positive pressure self-contained Fighting breathing apparatus and full protective clothing for fires in Procedure: areas where chemicals are used or stored Unusual Fire and Extremely flammable liquid. Keep away from heat and all Explosion sources of ignition including sparks, flames, lighted Hazards: cigarettes and pilot lights. Containers may rupture or explode in the heat of a fire. Vapors are heavier than air and may travel to a remote ignition source and flash back. This product contains tetrahydrofuran that may form explosive organic peroxide when exposed to air or light or with age. Hazardous Combustion will produce toxic and irritating vapors including Decomposition carbon monoxide, carbon dioxide and hydrogen chloride. Products: 3ECTION 6 AiCCIDENTAL RELEA3E 1�A3URE3 Spill or Remove all sources of ignition and ventilate area. Stop leak if it Leak can be done without risk. Personnel cleaning up the spill should Procedures: wear appropriate personal protective equipment, including respirators if vapor concentrations are high. Soak up spill with an inert absorbent such as sand, earth or other non-combusting material. Put absorbent material in covered, labeled metal containers. Prevent liquid from entering watercourses, sewers and natural waterways. Report releases to authorities as required. See Section 13 for disposal information. 3ECTION 7 HANDLING AND STORAGE Handling: Avoid contact with eyes, skin and clothing. Avoid breathing vapors or mists. Use with adequate ventilation (equivalent to outdoors). Wash thoroughly after handling. Do not eat, drink or smoke in the work area. Keep product away from heat, sparks, flames and all other sources of ignition. No smoking in storage or use areas. Keep containers closed when not in use. Storage: Store in a cool, dry, well-ventilated area away from incompatible materials. Keep containers closed when not in use. Other: "Empty" containers retain product residue and can be hazardous. Follow all MSDS precautions in handling empty containers. Do not cut or weld on or near empty or full containers. TFP1992 Page 3 of 6 3ECTION 8 EXP03URE CONTROL3/PEIt30NAL PROTECTION Ventilation: Open doors & windows. Provide ventilation capable of maintaining emissions at the point of use below recommended exposure limits. If used in enclosed area, use exhaust fans. Exhaust fans should be explosion-proof or set up in a way that flammable concentrations of solvent vapors are not exposed to electrical fixtures or hot surfaces. Respiratory For operations where the exposure limit may be exceeded, a NIOSH Protection: approved organic vapor respirator or supplied air respirator is recommended. Equipment selection depends on contaminant type and concentration, select in accordance with 29 CFR 1910.134 and good industrial hygiene practice. For firefighting, use self-contained breathing apparatus. Skin Rubber gloves are suitable for normal use of the product. For long Protection: exposures chemical resistant gloves may be required such as 4H(tm) or Silver Shield(tm) to avoid prolonged skin contact. Eye Safety glasses with side shields or safety goggles. Protection: Other: Eye wash and safety shower should be available. SECTION 9 PHY3ICAI� AND CFIEMICAi. PROPERTIE3 Boiling Point: 151 Degrees F/ 66 Degrees C Melting Point: Not applicable Vapor Pressure: 145 mmHg @ 20 Degrees C Vapor Density: (Air = 1) 2.5 Volatile Components: 70 - 800 Solubility In Water: Negligible PH� Not applicable Specific Gravity: 0.98 +/- 0.02 @ 20 Degrees C Evaporation Rate: (BUAC = 1) = 5.5 - 8.0 Appearance: Red Liquid Odor: Ether-Like Will Dissolve In: Tetrahydrofuran Material Is: Liquid 3ECTION 10 3TABILITY AND REACTIVITY Stability: Stable. Conditions To Avoid: Avoid heat, sparks, flames and other sources of ignition. Hazardous Combustion will produce toxic and irritating vapors Decomposition including carbon monoxide, carbon dioxide and hydrogen Products: chloride. Incompatibility/ Oxidizing agents, alkalis, amines, ammonia, acids, chlorine Materials To Avoid: compounds, chlorinated inorganics (potassium, calcium and sodium hypochlorite) and hydrogen peroxides. May attack plastic, resins and rubber. Hazardous Polymerization: Will not occur. 3ECTION 11 TOXICOLOGICAL INFORMATION Inhalation: Vapors or mists may cause mucous membrane and respiratory irritation, coughing, headache, dizziness, dullness, nausea, shortness of breath and vomiting. High concentrations may cause central nervous system depression, narcosis and unconsciousness. May cause kidney, liver and lung damage. Skin: May cause irritation with redness, itching and pain. Methyl ethyl ketone and cyclohexanone may be absorbed through the skin causing effects similar to those listed under inhalation. Eye: Vapors may cause irritation. Direct contact may cause irritation with redness, stinging and tearing of the eyes. May cause eye damage. Ingestion: Swallowing may cause abdominal pain, nausea, vomiting and diarrhea. Aspiration during swallowing or vomiting can cause chemical pneumonia and lung damage. May cause kidney and liver damage. Chronic Prolonged or repeated overexposure cause dermatitis and damage Toxicity: to the kidney, liver, lungs and central nervous system. Continued... Page 4 of 6 TFP1992 Toxicity Data: Cyclohexanone: Oral rat LD50: 1,620 mg/kg Inhalation rat LC50: 8,000 ppm/9 hours Skin rabbit LD50: 1 mL/kg Tetrahydrofuran: Oral rat LD50: 1,650 mg/kg Inhalation rat LC50: 21,000 ppm/3 hours Methyl Ethyl Ketone: Oral rat LD50: 2,737 mg/kg Inhalation rat LC50: 23,500 mg/m3/8 hours Skin rabbit LD50: 6,480 mg/kg Sensitization: None of the components are known to cause sensitization. Carcinogenicity: None of the components are listed as a carcinogen or suspect carcinogen by NTP, IARC or OSHA. The National Toxicology Program has reported that exposure of mice and rats to tetrahydrofuran (THF) vapor levels up to 1800 ppm 6 hr/day, 5 days/week for their lifetime caused an increased incidence of kidney tumors in male rats and liver tumors in female mice. The significance of these findings for human health is unclear at this time, and may be related to "species specific" effects. Elevated incidences of tumors in humans have not been reported for THF. ACGIH has classified cyclohexanone (CYH) and tetrahydrofuran as "A3," Confirmed Animal Carcinogens with Unknown Relevance to Humans. Mutagenicity: Cyclohexanone has been positive in bacterial and mammalian assays. Methyl ethyl ketone and tetrahydrofuran are generally thought not to be mutagenic. Reproductive Methyl ethyl ketone and cyclohexanone have been shown to cause Toxicity: embryofetal toxicity and birth defects in laboratory animals. Tetrahydrofuran has been found to cause adverse developmental effects only when exposure levels cause other toxic effects to the mother. Medical Persons with pre-existing skin, lung, kidney or liver disorders Conditions may be at increased risk from exposure to this product. Aggravated By Exposure: 3ECTION 12 ECOLOGICAT. INFORMATION This product is not expected to be toxic to aquatic organisms. Cyclohexanone: 96 hour LC50 values for fish is over 100 mg/1. Tetrahydrofuran: 96 hour LC50 fathead minnow: 2160 mg/L. Methyl Ethyl Ketone: 96 hour LC50 for fish is greater than 100 mg/L. VOC This product emits VOC's (volatile organic compounds) in its use. Information: Make sure that use of this product complies with local VOC emission regulations, where they exist. VOC Level: 490 g/1 per SCAQMD Test Method 316A. SECTION 13 DI3P03AL CONSIDERATION3 Waste Disposal: Dispose in accordance with current local, state and federal regulations. RCRA Hazardous Waste Number: U057, U159, U213 EPA Hazardous Waste ID Number: D001, D035, F003, F005 EPA Hazard Waste Class: Ignitable Waste. Toxic Waste (Methyl Ethyl Ketone content) 3ECTION 14 TRAN3PORT INFORMATION DOT Less than 1 Liter (0.3 al) Greater than 1 Liter (0.3 al) Proper Shipping Name: Consumer Commodity A hesives Hazard Class/Packing Group: ORM-D 3 PGII UN/NA Number: None UN1133 Hazard Labels: None Flammable Liquid IMDG Proper Shipping Name: Adhesives Adhesives Hazard Class/Packing Group: 3, II 3, II UN Number: UN1133 UN1133 Label: None (Limited Quantities Class 3(Flammable are excepted Liquid) from labeling) 2009 North American Emergency Response Guidebook Number: 127 or 128 TFP1992 Page 5 of 6 $ECTION 15 REGULATORY INFORMATION Hazard Category for Section Acute Health, Chronic Health, Flammable 311/312: Section 302 Extremely This product does not contain chemicals regulated Hazardous Substances (TPQ): under SARA Section 302. Section 313 Toxic Chemicals: This product contains the following chemicals subject to SARA Title III Section 313 Reporting requirements: Chemical CAS # % by wt. Methyl Ethyl Ketone 78-93-3 5- 15$ CERCLA 103 Reportable Spills of this product over the RQ (reportable Quantity: quantity) must be reported to the National Response Center. The RQ for the product, based on the RQ for Tetrahydrofuran (45% maximum) of 1,000 lbs, is 2,222 lbs. Many states have more stringent release reporting requirements. Report spills required under federal, state and local regulations. California Proposition 65: This product contains trace amounts of chemicals known to the State of to cause cancer. Under normal Use conditions, exposure to these chemicals at levels above the State of California "No Significant Risk Level" (NSRL) are unlikely. Oatey strongly encourages the use of proper personal protective equipment (PPE) and ventilation guidelines noted in Section 8 to minimize exposure to these chemicals. TSCA Inventory: All of the components of this product are listed on the TSCA inventory. Canadian WHIMS Classification: Class B, Division 2; Class D, Division 2, Subdivision B; Class D, Division 2, Subdivision A. This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. 3ECTION 16 OTFIER INFORMATION NFPA and HMIS: NFPA Hazard Signal: Health: 2 Flammability: 3 Reactivity: 1 Special: None HMIS Hazard Signal: Health: 2* Flammability: 3 Reactivity: 1 PPE: H Disclaimer: The information herein has been compiled from sources believed to be reliable, up- to-date, and is accurate to the best of our knowledge. However, Oatey cannot give any guarantees regarding information from other sources, and expressly does not make warranties, nor assumes any liability for its use. Page 6 of 6. TFP1992 � 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 Syetsm No. W—L-2377 � F FMtinp� — 1�nd 2 Fi� (SN It�nN 1 and 3) T Rot:i�p� — 1 and 2 Hr (SN i�ms 1 and 3) L— Fl�tinp at AmbMnt — L.ws th�t 1 CF#A/Sq Ft L— Rstkq et 400 F— 4 CFM/Sq Ft �A 2 �A 3 �'TO�1 A A 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD VALL ASSEMBLY SHALL BE CONSTRUCTED UF TFE MATERIALS AND IN TFE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN TI� UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FULLOVING C�NSTRUCTION FEATURES� A. STUDS - VALL FRAMING SHALL CUNSIST OF EITF�R WODD STUDS OR STEEL CHANNEL STUDS. VO�D STUDS TO CONSIST OF N�I 2 BY 4 IN, LUMBER SPACED 16 IN. OC. STEEL STUDS TD BE MIN 2-1/2 IN� WIDE BY 1-3/8 IN. DEEP CHMNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD� - THE GYPSUM VALLBOARD TYP�, THICKNES� NUMBER UF LAYERS, FASTENER TYPE AND SHEET �tIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U3� �R U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECT�2Y, MAX DIAM DF OPENING IS 3 IN, THE FOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TD TFE F�URLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - Ot� N�NMETALLIC PIP�, C�NDUIT �R TUBING INSTALLED EITHER CWCENTRICALLY OZ ECCENTRICALLY VITHIN THE FIREST�P SYSTEMI. THE ANNULAR SPACE BETWEEN PIPE AND PERIPFERY �F OPENING SHALL BE MIN ff 0 IN,(PDINT C�NTACT) TD A MAX 1-1/4 IN� PIPE TO BE RIQDLY SUPPORTED ON BOTH SIDES OF VALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF t�M�ETALLIC PIPES MAY BE USEI� A, CFLa2INATED P�LYVINYL CHL�RIDE (CPVC) PIPE - NDM 2 IK DIAM CQt SMALLER) FLOWGUARD GOLD� SDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CFL�RINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IK DIAM CQ2 SMALLER) BLAZEMASTER� SDR13S CPVC PIPE F�R USE IN CLOSED CPROCESS OR SUPPLY> PIPING SYSTEMS, 3. FILI� VOID �R CAVITY MATERIAL■ - SEALANT - MIN 5/8 IK AND 1-1/4 IK THICKNESS �F FILL MATERIAL APPUED VITHIN ArWI�US, FLUSH WITH BOTH SURFACES UF VALL FOR 1 AND P HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT CONTACT LUCATI�N, A MIN 1/Z IN. DIAM BEAD ff FILL MATERIAL SHALL BE APPLIED TO THE VALL/PEI�TRANT INTERFACE �N B�TH SURFACES UF THE WALL. HILTI CDNSTRUCTION CHENICALS, DIV OF HILTI INC - FS-ONE SEALANT �BEARING THE UL CLASSIFICATION MARK S � F/ Reproduced by HILTL Inc. Courtesy V �' F of Underwrtters Laba^ator�es, Inc. June 2q 2000 F�ti Rrs.top Sy.tem. FI�E CAtaJC - I�TI SYSTBiA Na W-L�2377 �` l� TO 2' CPVC 6r DRYWALL - 1 TO 2-F� � �■� SCALE� NONE AueaMae w�. aprriw... bo. 00203 � CITY OF ZEPHYRHILLS 5335 - 8TH STREET (sis)�so-ooza 11235 FIRE ALARM SYSTEM PERMIT Permit Number: 11235 Address: 6900 AQUA VISTA DR Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: Date Issued: 12/07/2010 Name: r U �� '' � Total Fees: 150.00 Address: � V' a�e.. �� s �6" Amount Paid 150.00 �n��ci �v r�ueo�i �i ��dd�n�5( �alrn Be �i�. Date Paid: 12/07/2010 Phone: (305)665-0046 �� 33�f o � Work Desc: INSTALLATION OF FIRE ALARM SYSTEM 5. FIRE INSPECTION FEES 50.00 ^� ina —' FI ELEV R RECALL � � / Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." a.. RACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire Rescue C907 C)airy Road, Gephyrhilis, t�L 335�2 I�ire Macshal L3us (813) 780-O041 Kerrv 13arnetl 1�ax (�31;) 780-U044 y L;-mail: kbarnett(u,.tirc.Lephyrhills.fl.us Plan Review #: 10-107 Project: Fire Alarm —Bldg XVIII Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for apartment building #4 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. l. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tarr�pers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling fire alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in panel Inspection Required: 1. Acceptance Test KE ARNETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval ofthe submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NEPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z��i�F21�fLLS FI�E C�EPAl4T'MENT 6947 Dairy Road, Zephyrhilis, FL 33542 Fire �;P�ief Keorh 1/1!liiliams E3us (813)78Q-0041 Fax (��13)78U-a�4� FIRE SERVICE USER FEES Occupancy No.: � Plan No.: � '� Contractor: ��js��,�r�� Business Name . � � Billing Address: 1 CG'-�77 /�:�.w 1�,�� /tt� Business Address. l� A�c. �� L. 2 Business Phone No. Billing Phone No.: � '�-l.-- � Business Fax No - Billing Fax No.: Coniact Contact: �rs r�A,t;rJrs� PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N!C Annual N/C Sprinkler $50 1st Alarm N/C Multi 06 5( 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Mirnmum Charge $25.00 2nd Re-inspection $1 �0 Fire Pump a50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm 5th Alarm $150 SPRINKIER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 8 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads 5100 SPRINKLER SYSTEM5 Fuel Tanks- Pe� u�k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works 3500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devfces $50 FIRE AU1RM SYSTEM Place of Assembly $50 n��ai 26 plus Devices _s"' VJ ystem Acceptance � Fire Protection $25 ' SUPPRESSION SYSTEN Reca�l ACCeptance Flammable Application $SO Annual Wet $50 OTHER Waste Tire Storage $SO Annual Dry $50 Fire WaIl/Smoke Wa11 $15 Per wau Generator < KW $100 CO2 $SO LP Gas $25 pertank Generator �30 KV1f 150 Other 350 Natural Gas $25 persystem Bio Waste a1OO Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 pe� tem Torch Pot/Applied $SO OTHER Fire Pump 345 Haz. Materials $100 Annual LP Instal�ation per tank $50 Fife SuppfeSSion $30 Fuel Tank Instaltation S50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 Re-inspection DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL B and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 � FALSE ALARM PLANS TOTAL�� INSPECTION TOTAL �GJ PERMIT TOTAL �� TOTAL I_ I GRANO TOTAL r ,,� �� Comments Date r�� - Ins��ctor. � �� CITY OF ZEPHYRHILLS � 5335 - 8TH STREET 11232 � ' (813)780-0020 FIRE ALARM SYSTEM PERMIT Permit Number: 11232 Address: 6830 VISTA LAGO LP Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Subdivision: FORT KING CO ONY n � Square Feet: Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: Date Issued: 12/07/2010 Name KI��I`� I� ��o��T" '�r „ K,� c,�Q Total Fees: 200.00 Address: J��%�� 'ye- _�T �� ir i v nuwncl ri o�r�w�-`�j ��M tC� Amount Paid: 200.00 """ �t 33�10 Date Paid: 12/07/2010 Phone: (561)242-4814 Work Desc: INSTALLATION FIRE ALARM SYSTEM 5. 5. FIRE PLAN REVIEW FEES 100.00 � �� " I 1 V ina FIRE ELEVATOR RECALL �- Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO ING YOUR NOTICE OF COMMENCEMENT." , �., RACTOR SIGNATURE I IC R � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrnills Fire Rescue (907 I)airy Road, lephyrhills, I�L 335�2 I'ice Macshal l3us ($l3) 780-0041 Kerry 13arnett I��ix (41 �) 780-OU44 E:-mail: kbarnett c%.fire.�ephyrhilis.(l.us Plan Review #: 10-107 Project: Fire Alarm —Bldg IIIA Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for apartment building #1 and #3 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tampers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling fire alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in panel Inspection Required: 1. Acceptance Test _ K RY B ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicabie fire safety codes. This review is not intended to be a final approval of the submitted plans. It is tlie contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. � Z��iYFtl-itLLS FIRE �EP�iRTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keich VViiii�ms Bus (8� 3)780-0041 �ax (�13)7tiU-004� FIRE SERVICE USER FEES Occupancy No.: Plan No.: �' ' Contractor: ��i(��ra/� Business Name: � � a• , Billing Address: 1�47 7/�.`?w /1,�.� l�t.� Business Address '`�' �-- Z Business Phone No.. Billing Phone No.: `E= '�-- b Business Fax No Bitling Fax No.: Contact� Contact. `�v�S l',Art:YJcs PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N!C Sprinkler $50 1st Alarm N/C Multi O6 Sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Rewsions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm � 5th Alarm $150 SPRINKLER SYS7EMS (Business closed until LP Gas 6th Alarm $200 8 0- 25 Heads $50 violations corrected) Natural Gas $SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe� ��k $50 STANDPIPE SYSTEM Hydro Undergrounds S45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per sys[em Fire Works 3500 FIRE PUMP Acceptance Test $4,S per system Camp Ffre $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTE�M ) Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance ` �350/ Fire Protection $25 SUPPRESSION SYSTE?�M&� Recall Acceptance ��55 Flammable Application $50 Annual Wet 350 OTHER Waste Tire Storage �JO Annual p $50 Fire WalllSmoke Wall $15 Pe� �u Generator < KW $100 CO2 $50 LP Gas $25 Pe� wnk Generator >30 KW 150 Other $50 Natural Gas 325 per system BiaHazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � HoodlOucts $50 Tent 10'x10' or greater $15 �� teo+ Torch PoUApplied $50 OTHER Fire Pump 345 Haz. Materials �100 Annual �P Installat�on per tank $50 Fire Suppression $30 Fuel Tank Installatio� $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $30 � Natural Gas Installation $$0 Re DBL ( Per System ) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac� $50 � FALSE ALARM PlAN5 TOTAL� '�INSPECTION TOTAL� PERMIT TOTAL�� TOTALI _.._ __.I GRAND TOTAL r ,,2�C7 '— � Comments Date ! 1 / Ins��ctor: � / � � /�"� CITY OF ZEPHYRHILLS 5335 - 8TH STREET (ais)�so-oo20 11234 FIRE ALARM SYSTEM PERMIT Permit Number: 11234 Address: 6980 VISTA LAGO LP Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Townshi Proposed Use: NOT APPLICABLE p� Range: Book: Square Feet: Lot(s): Block: Section: Est. Value: Subdivision: FORT KING COLONY Improv. Cost: Parcel Number: 03-2 6-21-0010-01400-0000 Date Issued: 12/07/2010 Name: Total Fees: 200.00 Address: t�, y; tla� a� �� Amount Paid: 200.00 ��„ ,., , �, „ Date Paid: 12/07/2010 "`�' �`� ��' `�` Work Desc: INSTALLATION FIRE ALARM SYSTEM Phone: (561)242-4814 � 33� r�'j FIRE PLAN REVIEW FEES 5 � 5. 100.00 �. J f �� ina FIRE ELEVATOR RECALL Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activi without an a inspection shall be charged double permit fee per day of operation or a minimum of $100. 0, whichever is greae � All work shall be pertormed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." CO TRA OR SIGNATURE �'' PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION IC R CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire Rescue 6907 Dairy Road, 'Lephy�rhills, FL 33542 Fire Marshal i3us (8l3) 780-0041 Kerry Barnett Fax (8l 3) 780-0044 E-mail: kbar�lett�fire.zephyrhills.fl.us Plan Review #: 10-107 �� Project: Fire Alarm —Bldg III Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for apartment building #2 and #5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tampers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling fire alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in panel Inspection Required: 1. Acceptance Test KERRY B T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z��'��iYRF-iILLS FIRE I�EpAEtTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire C=hi�f Kearh VViliiams �us (8�3)780-0041 F�x (813)78U-004� FIRE SERVICE USER FEES Occupancy Na.: Plan No.: Q �— - � /� � Business Name: ; Contractor �f , � s - �-/�_-; ,� Business Address� � Billing Address. __ � b�. - �_n,� Y � �.� �� Business Phone No. � 4 � � -�—"- BilNng Phone No._ �'' Business Fax No. � � �,� � Contact. 8��ng Fax No.. Contact: �5 r�� PLAN REVIEW FEES INSPECTION FEES 8 Site Plan N�C PERMIT FEE FALSE ALARM FEE Annual N/C Sprinkler Multi-Family/Commerci O6 sf 1st Re-Ins $� 1St Alarm N/C pection N/C Standpipes $50 (Minimum Charge $25.00 2nd Re-ins 2nd Alarm N/C pection $100 Fire Pump $� � Plan Revisions DBL 3rd Re-ins 3rd Alarm N/C pection $250 Hoods $� 4th Re-Inspection $Spp 4th Alarm $�� SPRINKLER SYSTEMS Fire Alarm ��&36 5th Alarm (Business closed until LP Gas $1 SO 0- 25 Heads $50 violations corrected) 6th Alarm $200 26 plus Heads Natural Gas a50 NON COMPLIANCE $�� SPRINKLER SYSTEMS Fuel Tanks- $�� STANDPIPE SYSTEM Hydro Undergrounds $QS Pef ��k g�p � Per Riser Sparklers $�� $SO Hydrostatic Test $65 y FIRE PUMP a'S Stem Fire Works a5� Acceptance Test $45 per system Camp Fire � Per Pump $100 Hydrant Flow $25 FIRE ALARM SYSTEM $75 Controlled Burn g�pp 0- 25 Devices $50 FIRE AIARM SYSTEM H ��Duct g� 26 plus Devices Place of Assemb�y $5p q��ual ystem Acceptance ��/)" _ 1 � C � UPPRESSION SYSTE Fire Protection g25 Recall Acceptance 50 Flammable App�ication $Sp Annual Wet $50 OTHER pr Waste Tire Stwage $� q��ual $50 Fire WaIllSmoke Wall $15 per wall CO2 Generator<!M/ $�pp $� LP Gas Generator >3p KV1/ �Sp Othef $25 per tank � Natural Gas $25 per syscem Bio-Hazard Waste KITCHEN EXHAUST $100 Annua� � Hood/Ducts Fumigation Tenting $50 $� Tent 70'x10' or greater $15 per tent OTHER Torch PoVApplied g$p Fire Pump $45 Haz. Materials LP Installation per fank $SO Fire SUpp�2ssio� $�� A�nual Fuel Tank Installation $30 350 System Acceptance (Per Tank) g50 8 Exhaust Hood/Duct $30 � Natural Gas Installabon $50 Re-InspeCtion D8L (Pef SyStem) (other than annual) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 PLANS TOTAL I�ll r INSPECTION TOTAL �� FALSE ALqRM �""—� PERMIT TOTAI�j__� TOTAL I I ___ GRAND TOTAL ��75�.,� Comments � v�v �'..•�.�� Date. �7 � Insq��ctor �``' ��. CITY OF ZEPHYRHILLS 5335 - 8TH STREET 11233 (813)780-0020 FIRE ALARM SYSTEM PERMIT Permit Number: 11233 Address: 6950 VISTA LAGO LP Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: Name: �FHNG �wn irnT�AC��Te+ L�� r I�c.� C� L, Date Issued: 12/07/2010 �� Vi�t1��B1 Total Fees: 200.00 Address: �� ^ �� 3 �� Amount Paid: 200.00 WE �� w�fk�.,-, Date Paid: 12/07/2010 Phone: (561)242-4814 ,�u�h �� i Work Desc: INSTALLATION FIRE ALARM SYSTEM 5. FIRE PLAN REVIEW FEES 100.00 ( �' ��1 �- , ina FIRE ELEVATOR RECALL Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Appiication. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT." �., CO CTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire Rescue 6907 Dairy Road, Lephyrhills, FL 335�2 Fire Marshal I3us (8 ( 3) 780-0041 Kerry Barnett Fax (8l 3) 780-0044 E-maiL• kbarneit(rL,fire.zephyrhills.fl.us Plan Review #: 10-107 Project: Fire Alarm —Bldg IIIA Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for apartment building #1 and #3 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tampers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling ftre alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in panel Inspection Required: 1. Acceptance Test � _ _ K Y B ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shali be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z��iYF?�f 1LLS F6RE DEP/ARTMEN�° 6907 Dairy Road, Zephyrhiils, FL 33542 Fire �;hief Ke�ch Williams Bus (813)'780-Od41 Fax {813)78U-00�� FIRE SERVICE USER FEES Occupancy No.: Plan No.: .fd' — Contractor: �J�i�! � ,�'�,�.ra� Business Name: . Billing Address: � G'-�77 /�.'� n,a.� /�t� Business Address d�,c, '� 1. �L 2, Business Phone No.. _ Billing Phone No.: '� '�-�.— n Business Fax No. Bil�ing Fax No.: Contaci: Contact: �r�T (',p,t; PLAN REVIEW FEES INSPECTlON FEES PERMIT FEE FAISE ALARM FEE 8 Site Plan N!C Annual N/C Sprinkler $50 1st Alarm N/C Multi O6 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N!C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas 6th Alatm $2(� 8 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� u�k $Sp STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works a500 FIRE PUMP Acceptance Test a45 per system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn a100 FIRE ALARM SYSTEM Hood/Duct $50 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 An�ual plus Devices 00 System Acceptance �� Fire Protection $25 SUPPRESSION SYSTEM� Recall Acceptance Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual Dry $5o Fire WaI1/Smoke Wall $15 perwall Generator < KW $100 CO2 $50 LP Gas $25 ��w�k Generator �30 KW 150 Other $50 Natural Gas $25 per system Bio Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 pe, ce�c Torch Pof/Applied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per lank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance � (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 Re DBL (Per System) (otherthan annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac� $ FALSE ALARM PLANS TOTAL I� �NSPECTION TOTAL � I� PERMIT TOTAL � TOTAL I ` I GRAND TOTAL �� Comments Date �� / �' Ins��ctor r� `� CITY OF ZEPHYRHILLS 5335 - 8TH STREET (sis)�so-oo20 11237 ' FIRE ALARM SYSTEM PERMIT Permit Number: 11237 Address: 6885 AQUA VISTA DR Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: Date IsSUed: 12/07/2010 Name -V��r IAI\/C�S\ACI�ITV ` � rT ,�r L% � Total Fees: 200.00 Address: `� L'm' �� l(� �c. �I yu �� Amount Paid: 200.00 �j� � l•� qci Date Paid: 12/07/2010 Phone: � �3q�1 Work Desc: INSTALLATION FIRE ALARM SYSTEM 5. 5. FIRE PLAN REVIEW FEES 100.00 � � rY ,�''�� - ina FIRE ELEVATOR RECALL Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." , — ' �.. � r'" CONTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhills Fire Rescue 6�)07 Dairy ftoad, Zephyrhilis, I� C, 335�2 l�ire Marshal L3us (813) 7b0-OU41 Kercy Barnetl f�ax (813) 780-OU44 l-;-mail: kb Plan Review #: 10-107 Project: Fire Alarm —Bldg Iit Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for apartment building #2 and #5 located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to camply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tampers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling fire alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in panel Inspection Required: 1. Acceptance Test � � -- KERRY B T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. Tt is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. � ' ZI��'r�l(�1-iII.LS FIf�E I�EF�AE�T'�UIEN1° 6907 Dairy Road, Zephyrhilis, �L 33542 �=ire C;�iiei Keath Wiiliams E3us (8� 3)780-OU41 Fax (813)78U-004� FIRE SERVICE USER FEES Occupancy No.: , Plan No.: �' '—' � Contractor: —�,�� f�,, ,��.. Business Name� ^,�'� - � � Billing Address: 1 ��7 /�,►� ��1 Business Address ,_ �� L Z Business Phone No Billing Phone No.� +�= '�,� n Business Fax No . Bil�ing Fax No.: Contact Contact: � r,p,t; yJ�,� PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N!C Annual N/C Sprinkler $50 1st Alarm N/C Multi-FamilylCommercial O6 sf 1 st Re-inspection N/C StandpipCS $50 2nd Alarm N/C (Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Rev�sions DBL 3rd Re-inspection $250 Hoods $ 4th Alarm $�pp 4th Re-Inspection $S00 Fire Alarm $50 5th Alarm $� 50 SPRINKLER SYSTEMS (Business closed until LP Gas 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- $150 per tank $�j0 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers g�pp � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FtRE PUMP Acceptance Test $45 �,system Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 - 25 Devices $ FIRE AWRM SYST Place of Assembl y $� An�ual 6 plus Devices 100 System Acceptance Fire Protection $25 S PPRESSION SYSTE Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $SO Annual ��Y $50 Fire WalllSmoke wall $15 per wdu Generator < KW $1 pp CO2 $50 LP Gas $25 pertank Generator>30 KW 15p Other 350 Natural Gas $25 per system BiaHazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $Sp � Hood/Ducts $50 Tent 10'xt0' or greater $15 per tent Torch PoVApplied $Sp OTHER Fire Pump 345 Haz. Materials a100 Annual 8 LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $3p � Natural Gas Installation $50 Re-InspeCtion DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL and cancelfed less than 8 24 hours Construction Insp N/C Emergency Vehicle Ac� $ i FALSE ALARM PLANS TOTAL ��tJ/} � INSPECTION TOTA� �� PERMIT TOTAL �� .{.�.—� TOTALI -- --I GRAND TOTAL r � Comments. �f Date / InsA��ctor: ,�� CITY OF ZEPHYRHILLS 5335 - 8TH STREET 11236 • (813)780-0020 FIRE ALARM SYSTEM PERMIT Permit Number: 11236 Address: 6870 VISTA LAGO LP Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: Date Issued: 12/07/2010 Name: �orTl:i �n d"-y T9 Total Fees: 200.00 Address: � V�II��sr� �o Amount Paid: 200.00 �� "� Date Paid: 12/07/2010 Phone: (561)242-4814 � � 3 3 y o Work Desc: INSTALLATION FIRE ALARM SYSTEM 5. FIRE PLAN REVIEW FEES 100.00 . GV'� �� j�' l 1 � �., ina FIRE ELEVATOR RECALL Chapter 633, Florida Statutes, authorizes the City to charge and coliect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." � � CO CTOR SIGNATURE I IC R G' PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 Zephyrhilts Fire Rescue 6907 Uairy Road, leph��rhilis, I�L >i5�t2 I�ire Marshal 13us (813) 78O-0041 Kerry 13��rnetl I�a� (81 ;) 78O-UU4�4 L;-mail: kbarnett(n;.tire.te�hyrhills.fl.uti Plan Review #: 10-107 Project: Fire Alarm —Clubhouse Pages: 7 plus Spec Packet September 17, 2010 I have received and reviewed the plans for the fire alarm system for the clubhouse located at 6830 Jeter Lane and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Panel shall be addressable. Label all detectors and pull stations. 2. Ensure backflow preventors have tampers 3. Label telephone jacks 4. Label FA panel for electric breaker location 5. Label electric panel and lock breaker on controlling fire alarm 6. Strobes shall remain on when system is silenced. 7. Provide zone map with panel. 8. Date batteries in pane( Inspection Required: l. Acceptance Test KERRY TT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is tlie contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z��iVRHILL.S FIR� DEPARTMENT 6907 Dairy Road, Zephyrhilis, FL 33542 Fire Chief Kemih Wiiliams Bus (813)780-0041 Fax ($13)780-Ot34�b FIRE SERVICE USER FEES Occupancy No.: Plan No.: D" Contractor: ��r1 S ��l��. Business Name: � -� ,S Billing Address: a C5�7 7 1��_�� Business Address: a/ �� ,� �– Z Business Phone No.: Billing Phone No.: '-� �'-�— C� Business Fax No.: Billing Fax No.: Conlact: Contact: �,�t�x1� PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N!C Annual N/C Sprinkler $50 1st Alarm N/C Multi-FamilylCommercial O6 sf tst Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods 4th Alarm $100 4th Re-Inspection $.500 ire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas 6th Alarm $200 0- 25 Heads $50 violations corrected) Natural Gas $SO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $4S persystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM HoodlDuCt $50 � 0 - 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices ystem Acceptance �� Fire Protection $25 SUPPRESSION SYSTEMS Rec211 Acceptance $50 Flammable Application $50 Annual W $50 OTHER Waste Tire Storage $SO Annual pry $50 Fire Wall/smoke Wa11 $15 perwan Generator < KW $100 CO2 $50 LP Gas $25 perca�k Generator>30 KW 150 Other $50 Natural Gas $25 per system BiaHazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 per tent Torch PoUApplied $50 07HER Fire Pump $45 Haz. Materials $100 Annual LP Installalion per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance ❑ (Per Tank) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 Re DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL �"" INSPECTION TOTAL� PERMIT TOTAL � TOTAL ( _ I GRAND TOTAL j ' Comments: Date 7 �� Insq ��ctor �/� � �/3 / CITY OF ZEPHYRHILLS 5335 - 8TH STREET �si3)�so-oo20 11166 - FIRE SPRINKLER SYSTEM PERMIT Permit Number: 11166 Address: 6900 AQUA VISTA DR Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 40,000.00 Date Issued: 11/23/2010 Name: KING INVESTMENTS LLC Total Fees: 655.00 Address: 6129 OLD PASCO RD Amount Paid: 655.00 WESLEY CHAPEL FL 33544 Date Paid: 11/23/2010 Phone: (305)665-0046 Work Desc: UNDERGROUND FIRELINE FROM POC TO 1' ABOVE FINISH FLOOR 5. • �M- � FIRE INSPECTION FEES 525.00 CONTRACTOR CERTIFICATE 30.00 � �� . ,. � � FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be pertormed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." W � � C NTRACTOR SIGNATURE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 � s�s-�ao-oo2o City of Zephyrhilis Fire �� 1�/„ („ Fax-813-780-0021 Permit Application � �� Date Received � 1 � Q Phone Contact for Permit L- � S� � Owner's�Name 4!' C� �o• Owner's Phone Number �� 10 Owner'sAddress C� �J1��q E,' IJ � 5 �Q. � '� z1 Q'� FL 0�? � S o � �fl 9 7 Fee Simple Titleholder Name G 1� u� ) Gd Titleholder Phone Number Fee Simple Titleholder Address Job Address � a.� �/ /` 3 �� Lot # �� Sub Division Parcel# Q3`�G- o � ��DUICS - c/ Do'o00� 03-8(�-�t�oc�)a.�ae�tao�oo�t � Bio-Hazard Waste Storage - ANNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material (Tier II or RQ Facility) ANNUAL � ConVolled Burn � Hood Installation � Emergency Generator < 30 kw � LP/Natural Gas-�nstallation � Emergency Generator > 30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance - ANNUAL � Places of Assembly-ANNUAL �y emi �n er �� Spnnkler � ❑ ❑ ❑ � � Recreational Bum /-�1 � Fire Alarm � ❑ ❑ ❑ � � Sparklers v Hood Cleaning � ❑ ❑ ❑ � � Sprinkler System Installations � � / v Hood Suppression � ❑ ❑ ❑ � � Standpipes (Sprinkler Sys) � j � �/� (r(��_ � Fire Alarm Installation � Torch Roofinglfar Kettle � � � Fire Pumps ��Naste Tire Storage ANNUAL Fire Works � Flammable Application- ANNUAL � 000 e� Valuation of Project � Fuel Tanks Q Other r ' � t as�' Contractor �{� j, ti 1 _I--�� Company yY�,�r(e» ��i �v� Signature �� w �� w � Registered / N Fee Current / N Address .� � n �t C �G �35 License # fOCQ � 1 9 ELECTRICIAN Company � Signature Registered Y/ N Fee Current Y/ N Address License # PLUMBER Company Signature Registered Y/ N Fee Current Y/ N Address License # MECHANICAL Company Signature Registered Y/ N Fee Current Y/ N Address License # OTHER Company Signature Registered Y/ N Fee Current Y/ N Address License # Directions: Fill out application completely Owner 8 Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over $5000) Supply two (2) sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel #- obtained from Properly Tax Notice (http://appraiser.pascogw.com) NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any a{�plicabl� deed restrictions UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by taw, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the °contractor Block° of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land developmerrt reguiations in the jurisdiction I atso certify that t understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENt MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO OT CE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117 03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed a sworn r ffirtne fore me this bY N � , �bY � �..�� Who is/are personally known to me or has/have produced Who is! re p ersonally known t o me or has/have produced as identification. as identification. Notary Public ��-'�-�— \= "7l�%�"^ Notary Public Commission No. Commission No. �a �.y� , o ary r� `f 5hern AgosU Name of Notary typed, printed or stamped Name of Notary typed, printed or =a� EX�res 1 011 51201 1 Of � �' 1 � DATE (MM/DD/YVYY) ACORO CERTIFICATE OF LIABILITY INSURANCE ��. ii aa aoio PRODUCER phone 863-686-2113 sax 863 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Lanier Upshaw, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1115 US Hw 98 South HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 468 Lakeland FL 33802 INSURERSAFFORDINGCOVERAGE NAIC# INSURED INSURERA BY'1C� efield Em lo ers Insuran 10701 Marlon Dunn Contracting Inc; Dunco Rock INSURERB & Gravel Inc; dba Dunco Materials 3115 Sammonds Road INSURER C _ Plant City FL 33563 INSURERD _ INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR DD'L pOLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMIT9 GENERAL LIABILITY EACH OCCURRENCE $ UAMAGE TO REN7ED COMMERCIAL GENERAL LIA8ILITY PREMISES Ea occurrence $ I CLAIMS MADE � OCCUR MED EXP (Any one person) $ i PERSONAL 8 ADV INJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/0P AGG $ POLICY PR � LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWNED AUTOS BODILY INJURY $ i SCHEDUIED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) __ PROPERTY DAMAGE $ (Per accideM) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR � CLAIMSMADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WC STA?U- OTH-, A ANDEMPLOYERS'LIABILITY Y � N 83030301 �10/2/2010 ZO�Z�2O11 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L EACH ACCIDENT $ S O O O O O OFFICER/MEMBER EXCLUDED� (Mandatory in NH) E L DISEASE - EA EMPLOYEE $ S O O O O O If yes, describe under SPECIAL PROVISIONS below E L DISEASE - POLICY LIMIT $ Q OTHER DESCRIPTION OF OPERATIONS / IOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS 10 day notice of cancellation can be sent for non payment of premium CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE Clty Of Zephyrhills CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO 5335 8th Street SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON Zephyrhills FL 33541 THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE �� Ei,�da _V-''-+`' V � r�-� ACORD 25 (2009/01) O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon ACORD 25 (2009/01) Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills FI, 33542 Fire Marshal Bus (813) 780-0041 Kerrv Barnett Fa�: (813) 780-0044 y F,-maiL• kbarnett�tire.zephyrhills.fl.us Plan Review #: 10-140 Project: Fire Main - Underground Number of Pages: 27 plus Packet November 17, 2010 I have received request and reviewed the site plan and cut sheets for the installation of the fire main at Ft King Apartments and will allow the project to move forward at this time. Paying for permit, contractor acknowledges complying with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Installation shall be in accordance to NFPA 24. 2. Ensure hydrant (4 '/z" open butt) is facing the roadway. 3. Hydrant shall be painted red, bonnet and caps shall be painted the appropriate color of the water flow obtained. 4. Backflow preventor shall have tamper switches installed. 5. City utilities shall be notified and be present at the time the tap is made into the city main. 6. All joints shall be restrained. 7. Install wire on pipe for purpose of locating. 2 wires shall be run. 8. Provide bollard protection for backflow preventor. 9. Install tampers on backflow preventor Inspection Required: 1. Pressure test @ 200 psi (fire line) 2. Witness Flush 3. Flow all hydrants ure required water flow, check valves and check backflow preventor. KERRY BARN , IRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. ZE�r�I(RHILLS FtRE DEPARTMENI' 6907 Dairy Road, Zephyrhills, FL 33542 6�dr� C;9aieff Ptehr��.V!li�liams Bus (813)780-0041 Fax (813}7$0-0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: •— ts' Contractor. lO �,�!/ ^ Business Name. � Billing Address: Business Address: � ! _ � � .,,--- Business Phone No • Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PE IT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N/C prinkler �`N� �$50 1 st Alarm N/C Multi-Family/Commercial O6 sf 1st Re-inspection N/C Standpipes < $�p 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 Sth Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $2pp 0- 25 Heads $50 viotations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $t 00 SPRINKLER SYSTEMS Fuel Tanks- �� ank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $50� FIRE PUMP cceptance Test $45 pe� syscem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 �� Controlled Burn $100 FIRE ALARM SYSTEM HoodlDuct $5p 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual �rY $50 Fire Wall/Smoke wall $15 Pe.wau Generator < KW $1pp CO2 $50 LP Gas $25 per tank Generator >30 KW 15p ther $50 Natural Gas $25 �� SyS�em Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $5p Nood/Ducts $50 Tent 10'x10' or greater $15 Per te�c Torch Pot! OTHER Fire Pump $45 . aterials $100 qnn LP Inslallation per tank $50 Fire Suppression $3p �� _ j /�� Fuel Tank Installation $50 System Acceptance �� (Per Tank) $50 8 Exhaust Hood/Duct $30 � Natural Gas Installation $50 f2e DBL (Per System) (otherthanannual) � Spray Booth $50 � Inspection scheduled DBL and cancelled less than 8 24 hours Construction Insp. N/C Emergency Vehicle Ac $ � FALSE ALARM PLANS TOTAL I� � tNSPECTION TOTA�� PERMIT TOTAL � TOTA� �- --I r GRAND TOTAL Comments Date Ins��ctor �� I 111N111111IIIll 11� IIIII �1111 NIl11111111111111II 1111 NI1 Prepazed By and Rettun To: 2010163580 __ Richard B. MacFarland, P.A. � -- - - - � Broad and Cassel Repf. :1335679 Rec : 137 . 50 7777 Glades Road, Suite 30� �S ��•� IT � s• 00 11/12/10 K. Gareia, Dpf.y Clerk Boca Raton, Florida 33434 - - - - � — -- �- - - - � PRULR S 0'NEIL,Ph D PRSCO CLERK S COMPTROLLER Permit Number_ 11 0R 8K �4� �� 12+�� Parcel Identification Number: _ _ _ _ - - -- - - - - - -- -- - -- - A portion of 03-26-21-0010-01400-000o and 03-26-21-QQla-UO200-OQ11 NQTTCE OF COMMENCEMENT STA�'E OF CQNNECTICUT COUNTY OF FA�RFIELD The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infarmation is provided in this Notice of Commencement: � � 1. Deseription of property: See Exhibit "A" attached hereto and incorporated � herein by reference. �° The physical location of � the property is: 6900 Aqua Vista Drive, Zephyrhills, FL 33541 � � 2. General description of the improvements: Construct 12U umt apartment cornplex � {5 bldgs}, clubhouse, mail kiosk, pool trellis, picmc pavilion, 1 tot lot, garage/rnaint bldg, " swimming & wading pool, compactor enclosure, landscaping, irrigation, entry sign structure, � concrete & steel entry wall, fencing and related site development. Site development shall include but not be lirnited to off-site utilities, perimeter fencing, public ROW restoration and on site improvennents, 3. Owner information: (a) Name and address: Fort King Colony, Ltd. 580 Village Boulevard, Suite 3b0 West Palm Beach, FL 33409 (b) Interest in property: Fee Simple 1 48)44286-9639.1 25 SS1ro206 OR BK $�,6� PG '1�� 2 of 16 4. Contractor name an.d address: First Florida, LLC 1533 Sunset Drive, Suite I50 Miami, FL 33143 Telephone: (305) 665-1146 Facsimile: (305) 563-9676 Attention: W. Robert Miller, President 5. SURETY: Liberty Muival Insurazzce Company 175 Berkeley Street Boston, MA 02117 (a) Amount of Bond: See Attached 6. Lenders: Florida Housing Finance Corporation 227 North Bronough Street, Suite 5000 Tallahassee, FL 32301-1329 Attention: Kevin Tatreau Telephone: (850) 488-4197 Facsimile: (850} 414-5479 Wells Fargo Bank, National Association 200 S. Biscayne Blvd., 14�' Flaor Miami, Florida 33I31 Attention: Michael Marra, Vice President Telephone: (305) 789-4678 Facsimile: (305) 789-4944 7. Persons within the State of Florida designated by Owner upon whorn notices or other documents may be served as provided in Section 713.13(1)(a)7., Florida Statutes: None. 8. In addition to itself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1}(b}, Florida Statutes: Amerinational Coinmunity Services, Inc 5301 W. Cypress Street, # 103 Tampa, FL 33b07 Attention: Rex Tilley Telephone: (813) 282-4800 Facsimile: (813) 282-4855 2 9834-928b9639.2 2 5 5 57/0206 . • OR BK gq,�5 P� 1295 3 of 16 Mr. William T. Fabbri c/o The Richman Crroup of Florida, Inc. S80 Village Boulevard, Suite 360 West Pa1m Beach, FL 33409 Telephone: (Sbl) 242-4814 9. The expiration date of this Notice of Commencement is twenty-four (24) months from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFI'ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS i3NDER CHAPTER 713, PART I, SECTION 7J�3.1.3, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK �R RECORDING YOUR NOTICE OF COMMENCEMENT. The recording of this Notice of Goxnmencexnent shall not constitute a lien, cloud, or encumbrance on the described real property, but shall give constructive notice that claims of Iien may be filed under Chapter 713 of the Florida Sta.tutes. This Notice shall be void and of no force and effect if construction is not comr�enced within ninety (90) days after recordation of this Notice of Connmencement. FORT KING COLONY, LTD.,, a Florida lunited partnership By: Fort Ki olony GP, LLC, a Florida limited lia ' li o pany, its general partner By: T er LLC, a Florida limited Ii i pany, its sole member By: iller, President � 3 4834-9286-4639 i 253STIO206 OR BK �46� P � �, 2�� 4 of 16 Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it aze true to the best of my knowledge and belief. FORT KING COLONY, LTD.,, a Florida limited paRnership By: Fort King Colony GP, LLC, a Florida limited liability any, its general partner By: TR m er LLC, a Florida limited lia pany, its sole member By: s i . Mill , President STATE OF T �� COUNTY OF �� R The foregoing instrument was acknowledged before me this �='�t�-day of NO � , 2Q10 by Kristin M. Miller, as President of TRG Member, LLC, a Florida limited liability cornpany, as sole member of Fort King Colony GP, LLC, a Florida limited liability company, the general partner of Fort King Colony, Ltd., a Florida Iimited artnership, on behalf of the limited Iiability companies and the limited partnership. She ( is personally lmown to me or () has produced ----� as identification. .IAPNCE C. MYERS �• �+ar�a'vvt►euc-snirEOFfl.oRion ?� � �� ? � No ub ' , State of �s �� t �';�.p�� s My Commission Expires: eonu��u 4 4814-9285-9539 I 25557Po206 . oR � �4s5 P � izs� 5 of 16 DCHIBIT "A" LEGAL DESCRIPTION PARCEL 1: A PORTION OF TRACTS 2, 14, 15, 18, 19 AND 30, ZEPHYRHILLS COLONY CQMPANY LANDS SUBDMSION OF SECTION 3, TOWNSHIP 26 SOUTH, RANGE Z1 EAST, PASCD COUNTY, FLpRIDA, AS RECORDED IN PLAT BOOK 2, PAGE 6 OF THF PUBLIC RECORDS QF PASCO COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: FOR A POIIVT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTI�N 3 AND PROCEED S. OQ°09'35" E., ALONG THE WEST BOl1NDARY 4F SAID NORTHEAST iJ4 OF THE NORTHEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.00 FEET; THENCE N. 89°58'02" E., PARALLEL WITH THE NORTH BOUNDARY OF SAID NORTHEAST 1J4 �F THE NORTHEAST 1/4, A DISTANCE OF 25.OQ FEET FOR A POINT OF BEGINNING; THENCE CUNTINUE N 89°58'Q2" E, A DISTANCE OF 120.00 FEEi'; THENCE S 00°09'35" E, A DISTANCE OF 305.27 FEET TU A POINT ON THE NORTH BOUNDARY OF SAID TRACT 15; THENCE S 89°58'28" E, ALUNG THE NORTH BOUNDARY QF SAID TRACT 15, A DISTANCE OF 517.22 FEET TO THE NORTHEAST CORNER OF SAID TRACT 15; THENCE S 00°12'20" E, ALONG THE EAST BOUNDARY OF SAID TRACC 15, A DISTANCE OF 175.00 FEET; THENCE S 53°33'05" W, A DISTANCE OF 327,19 FEET; THENCE N 36°27`U2" W, A DISTANCE OF 149.36 FEET; THENCE S 53°32'S2° W, A DISTANCE OF 420.82 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 848.00 FEET AND A CHORD WHICH BEARS S 59°03'23" W, A DISTANCE OF 162.76 FEET; THENCE ALONG THE ARC OF SAID CURVE RIGHT, A DISTANCE OF Ifi3.01 FEET TO A POINT OF TANGENCY; THENCE S 64°33`48" W, A DISTANCE OF 71.65 FEET; THENCE S 25°26'12" E, A DISTANCE OF 52.00 FEET; TNENCE S 64°33'48" W, A DISTANCE OF 82.42 FEET; THENCE S 25°26'12" E, A DISTANCE OF 35.OQ FEET; THENCE S 64°33'48° W, A DISTANCE OF 99.12 FEET TO A POINT ON THE EASfERLY RIGHT-OF-WAY LiNE OF FORT IQNG HIGHWAY; THENCE N 25°26'12" W, ALONG SAID EASTERLY RIGHT-OF- WAY LINE, A DISTANCE OF 510.09 FEEf; THENCE N 64°33'48" E, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 95.04 FEET; THENCE N 25°26'12" W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 245.00 FEET; 7NENCE N 19°55'S4" W, ALONG SAID �ASTERLY RIGHT-0E-WAY LINE, A DISTANCE OF 51.22 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 14; THENCE DEPARTING SAID EASTERLY RIGHT-0E-WAY LTNE, 5 89°58'28" E, AL4NG THE NOR7H 6011NDARY OF SAID TRACT 14 AND AN EASTERLY EXTENSION THEREOF, A DISTANCE �F 639.� FEET; THENCE N QO°09'35" W, A DISTANCE OF 305.15 FEET TO THE POINT OF BEGINNING. THE ABOVF PARCEL CONTAINING 13.33 ACRES, MORE OR LESS. OR BK $�,�5 PG '129� 6 of iS LESS AND DCCEPT: A STRIP OF LAND LYING WITFiIN A PORTION OF TRAGT 14, 19 and 30, ZEPHYRHILLS COLONY COMPANY LANDS SUBDMSION OF SEC7ION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO CAUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 2, PAGE 6 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BQNG FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 3 AND PROCEED S. 00°09'35" E., ALONG THE WEST BOUNDARY OF SAID NORTHEAST 1/4 OF THE NOR7HEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.00 FEET; THENCE N. 89°58'02" E., PARALLEL WITH THE NORTH BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEA5T 1/4, A DISTANCE OF 145.00 FEET; THENCE S. 00°09'35" E., A DISTANCE OF 305.27 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRAGT 15; THENCE S. 89°58'28" E., ALONG THE NORTH BOUNDARY OF SAID TRACT 15, A DISTANCE OF 517.22 FEET TO THE NORTHEASf CORNER OF SAIQ TRACT 15; THENCE S. 00°12'20" E., ALONG THE EAST BOUNDARY OF SAID TRACT 15, A DISTANCE OF 175.00 FEET; THENCE 5 53°33'05" W, A DISTANCE OF 327.19 FEET; THENCE N 36°27'02" W, A DI5TANCE OF 149.36 FEET; THENCE S 53°32'S2" W, A DISTANCE OF 420.82 FEET 70 THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RApIUS OF 848A0 FEEf AND A CHORD �NHICH BEARS S 59°03'23" W, A DISTANCE OF 162.76 FEET; THENCE ALONG THE ARC OF SAID CURVE RIGHT, A DISTANCE OF 163.01 FEEf TO A POINT OF TANGENCY; THENCE S 64°33'48" W, A D15TANCE OF 54.60 FEET; THENCE N 72°50'22" W, A DISTANCE OF 29.57 FEET; THENCE S 64°33'48" W, A QISTANCE OF 51.82 FEET; THENCE N 25°26'12" W, A DISTANCE OF 16.76 FEET: THENCE S 64°33'48" W, A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING; THENCE PARALLEL WITH THE EAST RIGHT-OF-WAY OF FORT KING HIGHWAY S 25°26'12" E, A DISTANCE OF 3Q.60 FEET; THENCE N 64°33'48" E, A DISTANCE OF 12.00 FEET; THENCE PARALLEL WITH TNE EAST RIGHT-OF-WAY OF FORT IQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 93.18 FEET; THENCE S 64°33'25" W, A DISTANCE OF 32.00 FEET; THENCE ALONG 7NE EAST RIGHT-OF-WAY OF FORT iQNG HIGHWAY N 25°26'12" W, A DISTANCE OF 510.09 FEET; THENCE N 64°33'48" E, A DISTANCE OF 20.00 FEET; THENCE PARALLEL WITH THE EAST RIGHT-OFWAY OF FORT KING HIGHWAY S 25°26'12" E, A DISTAIdCE OF 386.32 FEET TO THE POINT OF BEGINNING. TNE ABOVE PARCEL CONTAINING 11,320 SQUARE FEET OR 0.26 ACRES, MORE OR LESS. HILLSBOROUGH COUNTY BUSINESS TAX RENEWAL INSTRUCTIONS Chapter 205 0535 (5) Florida Statutes requires one of the following FEDERAL EMPLOYER IDENTIFICATION NUMBER OR SOCIAL SECURITY NUMBER 1. SIGN and return entire form in enclosed envelope. Your validated Business Tax receipt will be returned to you. 2 Business Tax receipts expire midnight, September 30th Failure to display a valid Business Tax receipt after September 30th is a violation of Hillsborough County Ordinance 95-4, as amended by 02-5 MAKE CHECK PAYABLE TO: DOUG BELDEN, TAX COLLECTOR P O Box 172920 TAMPA, FL 33672-0920 2010-2011 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES 9-30-2011 FOLIO NO I FACILITIES OR MACHINES o I I ROOMS O I � SEATS O I �EMPLOVEES 1 O I I I 105912 N WASTE TAX CATEGORY CODE BUSINESS TYPE SURCHARGE 090 028 CONTRACTOR - BUILDINGlUNDERGROUND UTI�ITIES 40 00 18 00 BUSINESS 3115 W SAMMONDS RD LOCATION PLANT CITY 33563 8us Tax Hazard Waste - �F'AID* NAME DUNN MARLON LAWRENCE Dou 9 Be�Sden� Hillsborou�h t:ounty Tax �oll MAILING MARLON DUNN CONTRACTING INC 8at�h T� 38353 �itl2 kovach9 ADDRESS PO BOX 1357 Trnns T� 14 keceivt T: 1�U23C�G PLANT CITY FL 33564 p��t � 111�912 �'ay Gode 42Qb BUSINESS TAX 11/22/2C+1U PGG3 2011 366 DOUG BELDEN, TAX COLLECTOR ��h�Ater 322� F ida Stntutes r�ouir 5 HnSNER[6�PAIDP.PRIVILEGETAXIOENGAGE 813-635-5200 the deaart 4� ��11��-� 5 D� - �� A iN euswess vHOVe OR �CCUPPTION SPEC�FIED HERFON THIS BECOMES A TAX RECEIPT WHEN VALIDATED �ecur i ty nu�hers PO� th8 1 SSUQf1C0 OF u352 Surthar9e �46.C�t! �'i351 Bus i ne€�e��xTendered � ��$� ��- 4206 10591200000 000018002 000040 STATE OF FLORIDA -;-- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET ' �'�,�,�� TALLAHASSEE FL 32399-0783 SECOR, DANNY EDWARD MARLON DUNN EXCAVATING INC PO BOX 1357 PLANT CITY FL 33564-1357 . � , . � , rv , '. . .,• �.,, 2. 7{,�.. ,± S =� STAT� OF FLQRIDA �� '��'�. Congratulations! With this license you become one of the nearly one million : �� -}��;� ��_ ,�� Fioridians licensed by the Department of Business and Professional Regulation , pR�� •��'� Our professionals and businesses range from architects to yacht brokers, from :.��,._^�;�-��: ��;�.,tX �; `" �,t � ,, boxers to barbeque restaurants, and they keep Florida's economy strong � *,,� p�"�'�`��,��,�� / .._R ��,�N ,� � a. —; .. , ; w,y�' � - ` . . ; , ; ��,.... Every day we work to improve the way we do business in order to serve you better. ; -. �, ��, � For information about our services, please log onto www.myfloridalicense.com. C�x „, ._ --� „�� ,�� There you can find more information about our divisions and the regulations that _ � , .�':; '' j�-� :,.<,�.�,;.;-;z�.r-,: . impact you, subscribe to department newsletters and learn more about the N��7' ��C � ., .x � , � Department's initiatives `� � "��•� �' � � ' � ,,.. _ .. .. . . . , �:a �' ��' . , ,�;`� ..', - , -'�»",r�:t ' Our mission at the Department is. License Efficiently, Regulate Fairly We �, 1� �� ,,,� �nstantl strive to serve ou better so that ou can serve our customers �"`• `"' Y Y Y Y Z� C�R'��Y+IEp unaer• aAe piov'i�icr�s a��h�:4�9 es nank you for doing business in Florida, and congratulations on your new license! ��ibn a;,aa� �:��-;��.= �A ��A.��,4��C(�4�� • DETACH HERE ;� .. .. ..,�t � •,.�,r- � �,r: ,. .. �,.. ;,., �sz:�. , ...i: ., ,::,,�. �,�.:,: �,s. :,....�:;„ ,,, , , .,. �'� i , �t„ � .� � y ; � ;\ ' �',1��..)'r.. .��.:. 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' r O�tJ� �, � a� '�.��;�N�!�' `�X.T:`X � . �F�; � 3 5:�'4 � � �'��7..<<f�:�Y:�;r>. , , , ,,; , , , , , . — �:i: _=i," - ' 'F a _ _.l'� �fi- � _ .. .4.' . ... .. . . . :�„ . ,Y � � �� f^�1��'�7'.{i.'� � ' . .t ., _. �}l - .. , � , . , i...� �i( �� i.. ��,�:�,R�'bR ,. , .;,.•, .Z�1"1'�� .��E7;Pi��' ,. , - . , b��. �'Lf��`'AS;R�QUI�t�� BY 4AW STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL ' � TALLAHASSEE, FLORIDA '��' �� CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT DANNY E SECOR 3115 W SAMMONDS RD PLANT CITY. FL 33567- BUSINESS ORGANIZATION MARLON DUNN CONTRACTING INC CON"fRACTOR V MEANS A CONTRACTOR WHOSE BUSINESS IS LIMITED TO TI-IE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO FABRICATE, INSTALL, INSPECT, ALTER, REPAIR, AND SERVICE THE UNDERGROUND PIPING FOR A FIRE PROTECTION SYSTEM USING WATER AS TF� EXTINGUISHING AGENT BEGINNING AT THE POINT THE PIPING IS USED fiXCLUSIVELY FOR FIRE PROTECTION AND ENDING NO MORE THAN ONE FOOT ABOVE TI FINISI FLOOR. � a� Chief Financial Officer 07 01 2010 09 15 I Hillsborough 83895100011996 1944530001 150 00 06 30 2012 Issue Date Type Cla;s County License/Permit Number Application # Taxes & Fees Expire Date �►c'o � CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD/YYYY) ii aa aoio PRODUCER phone: 863-686-2113 Fax: 863-682-6292 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Lanier Upshaw, Inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1115 US Hwy 98 South ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 468 Lakeland FL 33802 I NSURERSAFFORDINGCOVERAGE NAIC# INSURED INSURERA.BT1 efield Em lov.ers Insuran 0701 Marlon Dunn Contracting Inc; Dunco Rock INSURERB: & Gravel Inc; dba Dunco Materials INSURERC. 3115 Sammonds Road Plant City FL 33563 iNSUReRO _____ _ INSURER E, COVERAGES THE POLICIF.S OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLZCY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 0:'HER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ZSSUED OR MAY PERTAZN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SAOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR DD'L POIJCY NUMBER P�CY EFFEC7IVE POLICY EXPIRATION LIMIT9 GENERAL LIA8ILITY EACH OCCLJRRENCE $ __ ____ pAMq E RENTE COMMERCIAL GENERAI LIABILITY PREMISES Ea occlirrenca S _ CLAIMS MADE � OCCUR MED EXP (Any one parson) S __ PERSONAL & ADV INJURY S __ _ _ _ _ GENERALAGGREGATE S GEN'L AGGREGATE IIMIT APPLIES PER� PRODUCTS - COMPlQP AGG $ POLICY PR � LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ - (Ee accident) ANY AUTO I ALL OWNEp AUTOS ' BODILY INJURY $ (Per person) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY s (Peracudenp NON-OWNED AUTOS -- — PROPERTY DAMAGE � --- �-- -- (Pe� accitlenl} GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ _____ ANY AUTO OTHER THAN EA ACC S _ -- AUTO ONLY' AGG S EXCESS! UMBRELLA LfABIUTY EACH OCCURRENCE S __ OCCUR n CLAIMSMADE AGGREGATE 3 E DEDUCTIBLE a RETENTION $ $ woRKERS COMPENSnnON S 3 O 3 O 3 O 1 1 O/ 2/ 2 O 1 O 1 O/ 2/ 2 O 11 X� STAru OTH A AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE Ya E.L. EACH ACCfDENT $ S O O O O O OFFICERIMEMBER EXCLUDED? E.�. DISEASE - EA EMPLOYE $ S Q O O O O (Mandatory In NH) If yes, describe under E.L DISEASE - POLICY LIMIT $ SPECIAI PROVISIONS balow OTHER DESCRIPTION OF OPERATIONS / LOCATIONS f VEHICLES ! EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS 0 day notice of cancellation can be sent for non payment of premium CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DfiSCRIBED POLICIES BE CANCELLED SEFORE THE EXPIRATION DATE THEREOF, THS ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CitY Of Zephyrhills CERTZFICATE HOLDfiR NAMED TO THE :EFT, BUT FAILURE TO DO SO 5335 8th StYeet SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 2ephyrhills FL 33541 THE INSURER, ITS AGBNTS OR REPRESENTATIVES � AUTHORIZED REPRESENTATIVE �,.�.aa_�.-.� K�*�-- ACORD 25 {2009/01) �O 1988-2009 ACORD C�RPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate hoider is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain poticies may require an endorsement. A statement on this certificate does not confer rights to the certificate hotder in lieu of such endorsement(s) DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/07) CITY OF ZEPHYRHILLS 4 5335 - 8TH STREET � �si3)�$o-0020 11663 BUILDING PERMIT Permit Number: 11663 Address: 37730 DAUGHTERY RD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-00200-0011 Improv. Cost: 6,000.00 Date Issued: 3/29/2011 Name: KING INVESTMENTS LLC Total Fees: 97.50 Address: 6129 OLD PASCO RD Amount Paid: 97.50 WESLEY CHAPEL FL 33544 Date Paid: 3/29/2011 Phone: (561)242-4814 Work Desc: (2) -SINGLE FACE GROUND SIGN EACH ENTRANCE 32 X 4 L U 7. �� - � �� `� � �� ,- � �� ELECTRICAL ROUGH . � FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before notice of commencement." �� CONTRA TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � - �� , ' I filNi Iliil 1i111liili i11�i lllli illil lil�i fii111111i iill I�li � Prepared By and Return To: 2010163580 _` __ __ Richard B. MacFazland, P.A. Broad and Cassel Rcp t:1335679 Rec : 137 , 50 ' 7777 Glades Road, Stute 300 DS� 0.0� —` IT: 0.00 L--- BocaRaton,Florida 33434 il/12/10 K. Garcia, Dpty Clerk pRULA S 0'NEIL,Ph D.PpSCO CLERK & CDMP7ROLLER ' Permit Number: 11/12/10 2 :4 - m 1 of 16 '- ParcelIdentif'icatianNumber: OR 8K �� PG �,2�� A portion of 03-26-2 ]-OOl 0-01400-0000 and ' 03-26-21-0010-0020Q-0011 NOTICE OF COMMENCEMEIVT I STATE UF CONNECTICUT ' COUNTY OF FAYRFIELD The undersigned hereby gives notice that improvement will be nnade to certain real ' property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: � � 1. Description of property: See Ex.hibit "A" attached hereto and incorporated ' herein by reference. �° The physical location of ' —� the property is: 6900 Aqua Vista Drive, Zephyrhills, FL 33541 c: � 2. Ger�eral descriptidn of the unprovements: Construct 120 utrit apartment complex I� (5 bldgs), clubhouse, mail kiosk, pool trellis, picmc pavilion, 1 tot lot, garage/maint bldg, � swimming & wading pool, compactor enclosure, landscaping, irrigation, entry sign structure, concrete & steel entry wa11, fencing and related site development. Site development shall include but not be limited to off-site utilities, perimeter fencing, public ROW restoration and on site ' improvements. ' 3. Owner information: (a} Name and add�ress: Fort King Colony, Ltd. ' S80 Village Boulevard, Suite 360 West Pa1m Beach, FL 33409 ' (b) Tnterest in property: Fee Simple ' ' 1 4814-91B6•96i9.1 2.i557/0206 I � OR BK ��,�� 16 �,Z�7� ' - -- �- - - - - -- -- - -- - � 4, Contractor name and address: First Florida, LLC 1533 Sunset Drive, Suite 150 Miami, FL 33143 ' Telephone: (305) 665-114b Facsimile: (305) 663-9676 Attention: W. Robert Miller, President ' S. SURETY: Liberty Mutual Insurance Company 175 Berkeley Street � Boston, MA OZ1 I7 (a) Amount of Bond: See Attached ' 6. Lenders: ' Florida Housing Finance Corporarion 227 North Bronough Street, Suite 5000 Tallahassee, FL 32301-I329 Attention: Kevin Tatreau ' Telephone: (850) 488-4197 Facsimile: (850} 414-5479 ' Wells Fazgo Bank, National Association Z00 S. Biscayne Blvd., 14"' Floor Miami, Florida 33131 ' Attention: Michael Mana, Vice President Telephone: (305) 789-4678 Facsimile: (305) ?89-4944 ' 7. Persons within the State of Florida designated by Owner upon whoxn notices or ' other documents may be served as provided in Section 713.13(1)(a)7., Florida Statutes: � None. 8. In addition to itself, Owner designates the following person to receive a copy of ' the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Amerinational Community Services, Inc ' S301 W. Cypress Street, # 103 Tampa, FL 33607 Attention: Rex TilJey ' Telephone: (813) 282-4800 Facsimile: (813} 282-4855 ' 4834-9286-9639,! G 255571�20b t � � QR BK ��l�� P � i2�J 3 of 16 � - --- -- --- ---- - —�- --- Mr. William T. Fabbri � c% The Richman Group of Florida, Tnc. 580 Village Boulevazd, 5uite 360 � West Palm Beach, FL 33409 Telephone: (Sf 1) 242-4814 ( 9. The expiration date of this Notice of Commencement is twenty-four (24} months from the date of recording. I WARI�tING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXP�RATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 7J.3.13, FLORID�A I STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOI2 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU I INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I The recording of this Notice of Commencement shall z�ot constitute a lien, cloud, or I encurnbrance oz� the described real property, but shall give constructive notice that claims of Iien may be filed under Chapter 713 of the Flozida Statutes. This Notice shall be vaid and of no force and effect if construction is not conmmenced within ninety (90) days after recordation of this ( Notice of Commencement. � FORT KING COLONY, LTD.,, a Florida limited partnership I By: Fort ' olony GP, LLC, a Florida Iimited lia 'li o pany, its general partner I By: T er LLC, a Florida limited li i pany, its sole member I By' Kr iller, President I I 4834•9286-9639 l � 25557l0106 I ' - - -- - i I OR BK �� P� 12�� 4 of 16 ( � Veri�cation pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of rny knowledge and belief. I FORT KING COLONY, LTD.,, a Florida limited partnership ` By: Fort King Colony GP, LLC, a Florida limited liability o any, its general partner I By: TR m er LLC, a Florida limited lia pat�y, its sole member ( BY. Kr s ' . Mill , President � STATE OF T � � �� ( COUNTY' 4F �� The foregoing instrunaent was acknowledged before me this 3 n�day of NO � � 2010 by Kristin M. Miller, as President of TRG Member, LLC, a Florida limited liability company, as sole member of Fort King Colony GP, LLC, a Florida limited liability company, the general partner of Fort King Colony, Ltd., a Florida limited artnership, on behalf of the limited liability companies and the limited partnership. She ( is personally lrnown to me or (} has I produced as identification. � .w4N(CE C. AAYER,S j , �*�••� wo'►nR+'PUeuc-sr�oF� ; '� �.'s ��ss�eas = ; Not y ub ', State of I � �� `��yp� t My Commission Expires: 801 +°� TMau � �eae�+araRV, I � I I � 4614A286-9639 I I 25557/0206 ' . ' OR BK ��,�� p� i2�� of i6 ' EXHIBIT „ A „ - — - - - - - -- - - -- - - LEGAL DESCRIPTION ' PARCEL 1; ' A PORTION OF TRACTS 2, 14, 15, 18, 19 AND 30, ZEPHYRHILLS COLONY COMPANY LANDS SUBDIVISION OF SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNIY, FLORIDA, AS RECORDED IN PLAT BOOK 2, PAGE 6 OF THE PUBLiC REC�RDS OF PASCO COUNTY, ' FLORIDA, BEING FURTHER DESCRIBED AS FOLL�WS: FOR A POINT OF REFERENCE COMMENC� AT THE NORTHWEST � CORNER OF THE NORTHEAST 1/4 OF THE NORTNEAST 1/4 OF SAID SECTTON 3 AND PROCEED S. OQ°09'35" E., ALONG THE WEST BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.00 FEEf"; THENCE N. 89°58'02" E., ' PARALLEL WTTH THE NORTH BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 25.Q0 FEEI" FOR A POINT OF BEGINNING; THENCE CONTINUE N 89°58'02" E, A DISTANCE OF 120.Q0 ' �EET; THENCE S 00°09'35" E, A DISTANCE QF 305.27 FEE` TQ A POINT ON THE NORTH BOUNDARY OF SAID TRACT 15; THENCE 5 89°58'28" E, ALONG THE NORTH BOUNDARY OF SAID TRACT 15, A DISTANCE OF 517.22 FEET TO THE NORTHEAST CORNER OF SAID TRACT 15; TH�NCE ' S 00°12'20" E, ALONG THE EAST BOUNDARY OF SAID TRACT 15, A DISTANCE OF 175.00 FEE�"; THENCE S 53°33'05" W, A DISTANCE OF 327.19 FEET; THENCE N 3fi°27'QZ" W, A DISTANCE OF 149.36 FEEf; � THENCE S 53°32`52" W, A DISTANCE OF 420.82 FEE7 TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 848.OQ FEET AND A CHORD WHICH BEARS S 59°U3'23" W, A DISTANCE OF 162.76 FEET; THENCE ALONG 7HE ARC OF SAID CURVE ' RIGHT, A DISTANCE OF 163.01 FEET TO A POINT OF TANGENCY; THENCE S 64°33'48" W, A DISTANCE OF 71.65 FEET; THENCE S 25°26`12" E, A DISTANCE OF 52.Q0 FEET; THENCE S 64°33'48" W, A � DISTANCE OF 82.42 FEET; THENCE S 25°26'12" E, A DISTANCE OF 35.00 FEET; THENCE 5 64°33'48" W, A DISTANCE OF 99.12 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LiNE OF FORT IQNG HIGHWAY; TNENCE N 25°Z6'12" W, ALONG SAID EASTERLY RIGHT OF- � WAY LINE, A DISTANCE QF 51Q.09 FEET; THENCE N 64°33'48" E, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 95.00 FEET; THENCE N 25°26'12" W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 245.00 FEEf'; THENCE N 19°55'54" W, ALUNG � SAID EASTERLY RIGHT-OF-WAY LiNE, A DISTANCE OF 51.22 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 14; THENCE DEPARTlNG SAID EASTERLY RIGHT-0E-WAY LINE, S 89°58'28" E, � ALONG THE NORTH BOiJNDARY OF SAID TRACT 14 AND AN EASTERLY EXTENSION THEREOF, A DISTANCE OF 639.44 FEET; THENCE N 00°09'35" W, A DISTANCE OF 305.15 FEET TO THE POINT OF BEGINNING. I THE ABOVE PARCEL CONTAINING 13.33 ACRES, MORE OR LESS. I ( r . � o BK 8465 is 1� ' LESS AND EXCEPT: ' A STRIP OF LAND LYING WITHIN A PORTION OF TRACT 14, 19 and 30, ZEPHYRHILi..S COLONY COMPANY LANDS SUBDIVISION OF SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUMY, FLORIDA, AS ' RECORDED IN PLAT BpOK 2, PAGE 6 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BQNG FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID ' SECTlON 3 AND PROCEEp S. 00°09'35" E,, ALONG THE WEST BOUNDARY OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 3, A DISTANCE OF 25.00 FEET; THENCE N. 89°58'02" E., ' PARALLEL WITH THE NORTH BOUNDARY OF SAID NORTHEAST" 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 145.00 FEET; THENCE S, 00°09'35" E., A DISTANGE OF 305.27 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRAGT 15; TNENCE S. 89°58'28" E., ALONG THE ' NORTH BOUNDARY OF 5AID lRACT 15, A DISTANCE OF 517.22 FEEi' TO THE NORTHEAST CORNER OF SAIp TRAGT 15; THENCE S. 00°12'20" E., ALONG THE EAST BOUNDARY OF SAID TRACT 15, A DISTANCE OF ' 175.00 FEET; THENCE S 53°33'05" W, A DISTANCE OF 327.19 FEET; THENCE N 36°27'02" W, A DISTANCE OF 149.36 FEEf; THENCE S 53°32`52" W, A DISTANCE OF 420.82 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF ' 848.00 FEET AND A CHORD WHICH BEARS S�9°03'23" W, A DISTANCE OF 162,76 FEEf; THENCE ALONG THE ARC OF SAID CURVE RIGHT, A DISTANCE OF 163.01 FEET TO A POINT OF TANGENCY; THENCE S ' 64°33'48" W, A DISTANCE OF 54.60 FEkT; THENCE N 72°50'22" W, A DISTANCE OF 29.57 FEET; THENCE S 64°33'48" W, A DISTANCE OF 51.82 FEET; THENCE N 25°26'12" W, A pISTANCE OF 16.76 FEET: THENCE S 64°33'48" W, A DISTANCE OF 105.Q0 FEET TO THE POINT ' OF BEGINNING; THENCE PARALLEL WITH THE EAST RIGH7-OF-WAY OF FORT fQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 30.60 FEEf; THENCE N b4°33'48" E, A DISTANCE OF 12.00 FEET; THENCE PARALLEL f WITH THE EAST RIGHT-OF-WAY OF FORT lQNG HIGHWAY S 25°26'12" E, A DISrANCE OF 93,18 FEET; THENCE S 64°33'25" W, A DISTANCE OF 32.00 FEEf; THENCE ALONG THE EAST RIGHT-OF-WAY OF FORT IQNG HIGHWAY N 25°26'12" W, A DISTANCE OF 510.09 FEET; THENCE ' N 64°33'48" E, A DISTANCE OF 20.00 FEEI; THENCE PARALLEL WITH THE EAST RIGHT-OFWAY OF FORT IQNG HIGHWAY S 25°26'12" E, A DISTANCE OF 38fi.32 FEET TO THE POINT OF BEGINNING. ' THE ABOVE PARCEL CONTAINING 11,320 SQUARE FEET OR 0.26 ACRES, MORE OR LESS. ' � ' 1 . Solomon Enterprises, Inc �� Fort Kin� Colonv - Columns Permit Roger Graham Contac� Mike Stefan 2083 581h Ave. Ck. E., ste A Ph. 564-242-4814 Fx 561-242-53Q4 sradeMai, F�. 34203 Bill to: The Richman Group of Florida Ph. 941-7b5-48'f4 580 Vilage Btvd., Ste_ 360 Fax941"758"'1�99 West Palm Beach, �L 33409 � ��-�� Instail at Fort lGng Colony �maa: r««�eera9ranam�yanoo.com Ze rh�ls, Ff Description Qty. $/ Unit Total Permits wl En ineerin _ Columns 1 1,500.00 9 ,500.00 Project Sub-Total : �,soa.00 Instailation Tax $ s�.so Project Totai a �,se7.so � , Approved by: Date• 3 �� rt Page1 613780-0020 City of Zephyrhills Permit Application Fax-813780-0021 Building Department • oate Receivea — ( ' phone contact tor aem� � ' H l ;3 •�J `I �l c' �, � K- �s •Z�lrf.ir7 7TT7T7 T � Own�(,siiame i,1 � ,y,�.Y " L Owner Phone Number S ' '�3'/ »� 3�= H i'� Owners Address � � :.�. tt-. � � �.. ✓.') ; ' l��ca � � � Owner Phone �lumber 33y�'i Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS J �:SC} '✓ dt /�I �i �� LOT# � susav�sioN � PARCELIDq tl'� �t4. I' Jc�it� ' -i>4�c�CU (08TAINED FROM PROPER7Y TA7( NOTCE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT � IG � � Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM � OTHER TYPE OF CONSTRUCTION LOCK Q FRAME � STEEL Q DESCRIPTION OF WORK �hI.J ./)4..E- F�C � GlziJ-'.7l� 5 f 4'il.i ./I T FgC.l�I ��YlTIG4rlt� BUILDING SIZE SQ FOOTAGE �/� � � HEIGHT QBUILDING S �O� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ I / �3 QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 ``/ OGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR EIEVATIONS FLOOD ZONE AREA QYES NO BUtLDER � OMPANY ST�: J� ��,..�•'+7v T! � SIGNATURE REGISTERED Y! N F�cu�n Y!N Address ��/.�l ,s 2j G; ,C � A !��' �''�, ��.�yl�� License# G.� � � 1 �I % ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License �k PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/ N Address License # OTHER COMPANY SIGNATURE aEGis�rtED Y/ N F� cuRr�n Y/ N Address License # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pertnil for new consWction, Minimum ten (10) working days after submittal date. Required onsite, Constnid'an Plans, Stormwater Plans w! Silt Fence installed, Sanitary Facililies & 1 dumpster; Site Work Pertnit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a L'rfe Safely Page; (1) set of Energy Forms. R-O-W Pertnit for new construction. Minimum ten (10) woAcing days after submittal date. Required onsite, Construdion Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster Site Work Pertnit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. *""PROPERN SURVEY required for all NEW construction. Directions: Fill out application completely Owner & Contractor sign back of application, notarized If over 52500, a Notice of Commencement is required. (AIC upgrades over 57500) " Agent (for the contractor) or Power of Adomey (for the owner) would be someone with notarized letter from owner auMorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroots rf shingles Sewers Service Upgrades A/C Fences (PIoVSurvey/Foolage) Driveways-Not over Counter if on public roadways..needs ROW , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the conhactor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permftting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Nomeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owne�' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be perfortned to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identity what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume° will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a pertnitted building using stem wall construction, I certity that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certiTy that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of pertnit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR TICE OF CO M N ENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirtned) before me this Subscribed and swo ,� or tfi before me this �� // by ,�..� ` �<✓ Y1 C.�.1/ Who is/are personally known to me or has/have produced Who is/are pe aally known to me o hasAiave produced as identification. as identification. � i � � Notary Public Notary Public Commission No. Com ssion No. �° , .. 4 (iRAFU1M Name of Notary typed, printed or stamped of Notary typed, printed or stamped # • * �� Ex�tES: ooa 2�, 2e�t Nr � T fOF Ft�\Oc BOII�B� �IIU """y°' � �IY�El1 Pasco County Parcel: 03-26-21-0010-00200-0011 001 Page 1 of 1 �ata Current as Of: Weekly Archive - Saturday, March 12, 2011 Parcel ID 03-26-21-0010-00200-0011 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Property Value KING INVESTMENTS LLC Ag Land $0 6129 OLD PASCO RD Land $12,570 WESLEY CHAPEL FL 33544-3429 Building $0 Phvsical Address - See All 2 addresses (First Extra Features $543 Shown) 37730 DAUGHTERY RD Market Value $13,113 ZEPHYRHILLS FL 33541-4218 Assessed (Non-School Amendment 1 � $13,113 Leqal Descri�tion (First 4 Lines) ZH COL B 1 P 55 COM NW COR TR Taxable Value $13,113 2THS10FfTHE25FfFOR POB TH E 120 Ff TH S 305.6 Ff MOL TO S BDY TR 2 TH W 120 Ff Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value � 0200 MSUBM OOAR 6,000.00 SF $1.38 1.00 $8,280 � 0200 MSUBM OOAR 9,000.00 SF $0.26 1.00 $2,340 � 0200 MSUBM OOAR 21,672.00 SF $0.09 1.00 $1,950 Additional Land Information Show Mineral Riahts - 1 Acres 0.84 Tax Area 30ZH FEMA Code � Residential Code ZHCCLU4 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year Units Value � 1 CON PTO 1984 550 $543 Sales History Previous Owner JETER MARY P Year Month Book/Page Type Amount 2005 08 6612/0463 QC $0 2005 08 - 1 6537 / 0984 WD $0 1982 08 1205 / 1375 $30,000 http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21 &sbb=0010&b... 3/18/2011 THE ��,ICH ROUP OF FLORIDA, INC. 580 Village Boulevard, Suite 360 West Palm Beach, FL 33409 561-242-4814/561-242-5304 March 2, 2011 Pasco County Building Department 7530 Little Road, Suite 230 New Port Richey, FL 34654 To Whom It May Concern: This letter is to authorize Solomon Enterprises, Inc. to proceed with permitting and construction for the column(s) at the Fort King Colony project located at 6900 Aqua Vista Drive in Zephyrhills, Florida. T you for your cooperation. , William Todd Fabbri Executive Vice President The foregoing instrument was acknowledged before me this � day of ��1 20�� by William odd F bri, Executive Vice President, who is personally known to me. � t� " f` SEAL: Stavroula Kelesidis, otary Public � ��4� Nol�ry Pr�blic Stats of Fbada `f; Stavroula KeleBidis y� ,E � My Commission DD941795 �t Expires01116l2014 � �'� is` �� City of Zephyrhills BUILDING PLAN REVIEW CONIMENTS Contractor/Homeowner: L-J R— l `�v ` �� Date Received: � l � � ` I Site: � � � � �� l . l' 2 � Permit Type: '� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �la.l�r.rr�r ..c�-�.c.ti:'�'`' �--��— Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 00 n o�o � ° � - � m 3 u � I v� -�NI'II � O � � O ` J W N Y.3 � c � a � � it _ a � p ^ O � � �D N m . w p a � V � ��< y = v� n D � 3 3 .. o � N � � x � � � � o � � a �� rn ; ° o z ' o � � � _ � � � � o 0 A � � � T � � � � N fD O n � � � o � n D D O � � c � � � 3 � m a � � � do z �� r �� v " � p O � a� n � iO o � � $ • ��/ 3 � � \ � � O � � � 7 8 „ 7 ,_ 6 „ m " D r o � m r m � i � C� �---, � ° D � � � ro ( a., � N � � � �, � `''' � - � � - :- � � � � � � ' w � W O ' � I I �Xi � v , y '._'"'W�...a.�'� I ./ � � � � i n Z � I 1 !/' � I I � � `� v�o: �N � A � F nG? ama�X i m v �m o � � �, � � ---- _. -- �X o m � �� 03 � � Z = � � � I� � , � =o� o ��oo � � � o � � � �Z° °� Z F ----' r � Z � � � s�-s„ � � � � � � � � r 0 � — - D �--------, , n , � r D � � Z x ' m � � �� w i ■ i N C i z �� ' `3 r; � i � C I I � � � � I ° � p ( � � 1 I � � �p � � � " ,' m ' ■ ' rn ' ° � � �. � m _ ; � z � b � ,� � � o� i i � i n �, � m c - -------� � O � D c i r %c � r i � �' � � I C � � ZFCA H f C� c? 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V, r . : Y 1 , Property Ur"V ... .. .. . ... Y 32 LF of twing Pim Hydrant I �J iY TrA ;2 t $Y 04urniir", to t547 � Lam Futuro cia t R 0*VV ----- --- ----- 4 NY 'o'sV, 0 5 10 LF of Ptopo!x4 W Water M.,11a in 14 LF d Typi *0," tum:rx g Larv),jind VA* wpp+na sjeevo and 4" 5eMca par Ownx,) Courity doW4 01 b 0,3to Valvo, "Not fop. 00 ntraclur 1,0 Vl ultl rl"t 12" t4*ppioj - .,[�Covo .Wrj 0 Gato VC11vu, WilYanont Wth V of Fc. 9.5 oe>pha(k cone oto alofvj th15;Vn;th ORT SI NG ROAD (County Road) - Phase 1 F 1W CAMIP!j 1 00 L-, to be 11 0-sy of pi 0 tired Xqht of-Vi jy 7- ex"')l0q. 5490 of pavamorl Pftsvosod Cdgoo Of pavor.'Ont T1 turf lno 096 Of P;,v,wofle.,t T" Protwily 010 Exkflnq Soul t tit gtit ,ot, mif Y� W,10111V �f FOOt 101,1,U N S11--et 11 0(,j (typ.) DAUGHTERY ROAD (County Road) 4 , ;+.J%VxK NQTE�: 1. r4o track typo 0qVipmont MIJ 40 )%V�ed cilany WOO FuWra Wet Tap Subgrado = 12` of Typo 0 5tabilIzo0on with compactrA subgrtidu to M MP (LBR40) Strlictural Number Required - 340 2.5x0.44 ='1.10 6 x 0,18 1,08 12 x 0.03 046 Strud.ural Number Provided ;YTT Off"1ite Pavement Widening FrIC400 Coufw 1 FG 9.5 SUMM' 11 COUP W* W -M phaltic conacto (Typo S-3) . . . . . . . . . . . . . . . XXX Number Reqvifed u 330 0aw T ol`cru�lhod concrole z I x 0.44 a 0.44 Subgrado a 12" of Type B 3 x 0A4 a 1,32 compacted ouborado to 98% hAP (LB11 6 x 0.18 1.08 12 x 0,08 M6 Structural Number Providod 3.80 b1stirg Wo ter Vilm Md (04 Collar 41 miro tox 10 frui tat L Twout,-Mll bo conttmaod. In occordancoMlh MOT Woo #515 2, Wat turn rang zhol-I too coi In phow i. 3. No track typo Oquipment will bo allowo on any ociptu of wp:cloto 4. Safe piAo�,trjary vJ11 W mJj.n1zinW tat oll Qmw;,, 5. Any ddowakwhich beco mn tiMarmInel, mint be r aril 6, Slda*olk c*njj, to roadvvay3 must mw)t clutrant &D A. s0rda.rds pot r.D.M? Indax M4, 7. Pot-to Counlyshill havo no mainterance OvIgawn 0 (h113 we a. 8., All (taint oontirDt dovkea. l.o, Warning I Confitmctlanypo rlqris veill comply wiji, FAO.T. tJw4, dutirg trio mn P I ho5o, U. All oxistIng drulv.4gu to Uo malow1nod rind rostorod to dfj:A ry 1Q 100ti. 10. No work, except for oncigartq typo will bo prvTormod aflor �uvdown onJ b(iforo t;unrhiu, 11, NO OPEN CUTS Mmoult, opocllk opproval kom tho (:ounty Engtncer, Trai I Pavement Section Subgrude o 12" of Typo 13. Stablfizatlon with compactcd -WubGrado (o 08 MP (LOR 40) FCC additional detall wo sldowak dotiaola On -Pheet 19 J Turning Lane and Driveway Pavement Mphaluc concroto t I ypo. S-3) a,m4o = 6* of cxu hod concreto 4 as * 4 0 COO* (;Mut� A, Vj;quoz 20634 Gdah 1 : 2WO (09 Drawn: YZY Checked, Scale: 1 "—! Job No: 1372-10 Sheet Of 77 Shoots aaz 30 X11 yg "A(loo Iwo DP " W 3gilisald 9N Cj 00 1 -3 N I VWX -3 S NVI d J A 110 W31MU CL 0, 1E CL 0 i E 0 0 0 cr_ CL L: W co N -Q 0 tf� 0 U- (;Mut� A, Vj;quoz 20634 Gdah 1 : 2WO (09 Drawn: YZY Checked, Scale: 1 "—! Job No: 1372-10 Sheet Of 77 Shoots aaz 30 X11 yg "A(loo Iwo DP " W 3gilisald 9N Cj 00 1 -3 N I VWX -3 S NVI d J A 110 W31MU N F� Base Note: Materials and method of construction same as for Type "D" curb. Header Curb 6 16 0 8 r -0" "Note: (1) When used on the high side of highways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. to Type "F" Curb rn c c } m Q N Oi 0 O N 0 d 0 0 r U 0 O v C 0 0 0 J CL CL CIL O� 3 0 a� v� 0 c . O 0 0 N t\ M 0 N n M 3 NOTES: 1) Speed bumps to be placed at Owner's direction during paving activities. 2) Bidding contractors to add a $5,000.00 allowance for the speed bumps. 2R�� Asphaltic concrete (Type Ste) Type C DBt FDOT Index Top EL.= INV (E)EL.= # 10 #232 87.00 84.00 Type C DBI FDOT Index Top EL.= INV (W)EL.= INV (E)EL.= #11 #232 ` 86.60 83.34 83.34 Type G_D81 FDOT Index Top EL.= INV (S)EL.= #4 #233. 86.71 84.00 Typ C DBI _ __ FDOT Index Top EL.= INV (V+) EL.= IN L.= V (E) E _ #12 #232 87.30 82.41 79.57 " , — — _ 50 LF Header Curb C Base Update per new Site Plan. 8" 2 Update per SWFWMD comments. 09/24/08 1 Per city comments. 05/08/08 No. I Revisions Date T e u yp "D" C 0 O "L- U Asphalt Asphalt Asphaltic concre te (Type S -3) i .1 I- E, iiu Civil Engineer Carlos A. Vasquez 20684 October 1, 2010 Date Drawn: YZY cu 5 Added offsite storm pipe. 09/30/10 4 Added offsite D81s. 08/31110 3 Update per new Site Plan. 07/15/10 2 Update per SWFWMD comments. 09/24/08 1 Per city comments. 05/08/08 No. I Revisions Date Civil Engineer Carlos A. Vasquez 20684 October 1, 2010 Date Drawn: YZY cu Scale: 1 " =60' Dwg: Paving and Drainage Plan M 1372 -10 U) o d. U- ICU 0 O "L- U U) cn W p D- ' � n CL N LL 0— 0 u) CU U 0.. Civil Engineer Carlos A. Vasquez 20684 October 1, 2010 Date Drawn: YZY Checked: Scale: 1 " =60' Dwg: Paving and Drainage Plan Job No: 1372 -10 Sheet Of 27 6 Sheets Light Duty Pavement Section c'^ ^' ~' ^^ ^^ -' S" Asphaltic concrete (Type S -3) A- -nhnit Path 4Ar r%n Y Subgrade = 12" of Type B Stabilization with compacted subgrade to 98% MP (LBR 40) Base = 6" of crushed concrete Subgrade = 12" of Type B Stabilization with compacted subgrade to 98% MP (LBR 40) 1.5x0.44 =0.66 6 x 0.18 = 1.08 12x0.08 =0.96 Structural Number = 2.70 w,nnini n, itv Dn%iomr%r%f C�n4i�n Base = 8" of crushed concrete Subgrade = 12" of Type B Stabilization with compacted subgrade to 98% MP (LBR 40) 1.5x0.44 =0.66 8x0.18 =1.44 12x0.08 =0.96 Structural Number = 3.06 `s � P. 4U MI f EL' 11LANk i4A E i5F N A &VIEW E�+ SY " i�PHYRHILLS 1Aj HAL'S OFFICE Date: Pfaasee r : ;iris review of puts submitted is a gory rep - t0 assist the contractor in compliance with 90icab e- tyre safety cares, 'rhis review is riot ilttend to be a finaiapproval of the subnifled pl an3. It is th oGfiVact sole��sponsibility to ensure that the plans rrtr compete col - r..)li - , ce Nith all applicable NFPA cWes local ordinances.i� tt e event that further examination C site inspection reve��l�i areas of non - ,compliance, it shalt - the contractor's sole responsibility, at their sole expens�', �0 bring those areas in c Nmpl'Iance. The City assunles 0 responsibility for the cc tor's failure to be in comp./ ' Witch all applicable NF odes and local ordina I - \ �G \ I %\ D A ��- \\ - \ \ 6' DOUBLE DETECTOR CHECK BACKFLOW ° 0 (WILKINS 350DA) \ F tNT OFD 0 \ S R ICE D • DESIGN AND NSTALLATION TO BE N ACCORDANCE WITH 2002 EDITION OF NFPA 13R, 2002 EDITION OF NFPA 24 AND ALL APPLICABLE LOCAL AND STATE CODES. • ALL PLASTIC PIPE 3 /4 THROUGH 2)/ SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED N ACCORDANCE WITH ASTM F442. • ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F438, ASTM F439 OR ASTM F1970. • ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. • ALL STEEL PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED IN ACCORDANCE WITH ASTM A795 OR ASTM A -53. • ALL THREADED FITTINGS SHALL BE GALVANIZED MALLEABLE IRON CLASS 150 OR CLASS 300 AND SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI 816.3 AND ASTM A153. • ALL GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH ASTM A -536 FOR DUCTILE IRON OR ASTM A -47 FOR MALLEABLE IRON. • BRASS PIPE AND FITTINGS WILL BE UTILIZED AS REQUIRED BY LOCAL WATER PURVEYOR. • WAFS TO PROVIDE CPVC COMPATIBLE AGAVE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPNG. • UNDERGROUND MAINS AND LEAD —NS SHALL BE FLUSHED PER FLOW RATES IN NFPA 24 PRIOR TO CONNECTING TO OVERHEAD PIPING. • ALL PIPING SHALL BE BURIED A MINIMUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PIPE. • ALL PIPING UNDER ROADWAYS SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW GRADE TO THE TOP OF THE PIPE. • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING. • ALL PIPING SHALL BE TESTED AT 200 PSI FOR 2 HOURS PER WAFS STANDARDS. • ALL WIRING AND MONITORING OF DEVICES IS BY OTHERS. • ALL PANTING OF PIPE AS REQUIRED IS BY OTHERS. • FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE. • FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD. • WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633. • SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATIC'S POINT OF CONNECTION. • PER FLORIDA STATUTE 633.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO Y -0' AFF SHALL BE INSTALLED BY A CLASS I, 11 OR V LICENSED CONTRACTOR • ALL FERROUS PIPE AND FITTINGS SHALL BE EXTERNALLY WRAPPED AND COATED WITH A BITUMINOUS COATING. • CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITY. D � D \D 0 0 0 0 i BLDG 1 o�. TYPE IIIA DO. D D \ b ``\ \N NFPA 13R UNDERGROUND GENERAL NOTES SCALE: NONE NONE Automatic Frs Sprinklers, Inc. 00323N 9 BLDG 3 TYPE IIIA 92-, 92 IA T BLDG 2 TYPE III 0 D \' D 0 1 0 O � BLDG 4 TYPE XV111 0 0 D 0 X J f gw / 0 Q Q ``� . BLDG 5 UAA TYPE III ° 0 0 0 Q 0 0 7 o /O O 06s / m � .. ' i /Q kl V Hazard Pro Protection Engineering, Inc. 222 CAPITOL COURT OCOEF, FL 34781 PR (407) 877 -5578 FAX: (407) 658 -8028 Certikats of Authorization Number 29038 Robert J. Dewar, P.E License No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW : ONSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE1 SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC,) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VWW SYSTEMCOMPATIBLECOM COPYRIGHT ALL DOCUMENT INCLUDING ORIGINAL RAV N SPECIFICATIONS, F NOTES- T A T S D I L D [ GS, SPEC, IC INNT, IELD O ES ES IMATET AND DATA. INCLUDING COMPU ER PROGRAMS PURSUANT T THIS PROJECT ARE AN M T F P 0 IS E. T E D WILL REMAIN THE PROPERTY DF WAYNE AUTOMATIC F IRE SPRINKLERS, INC. (VAFS> AT INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDER NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC VRIT7EN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VATS, AND VILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMPORTANT OWNM I100RIIATION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 025 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY IF THIS PAMPHLET AND /OR IS NOT FAMILIAR VITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. WATER SUPPLY INFORMATION MAIN OFFICE — ORLANDO, FLORIDA 222 CAPFTOL COURT OCOEF. FLORIDA 34781 PHONE C407) 3030 FAX: (407) 668 -8026 W"I OR DORQ OlBY AW FIRE PUMP N/A SIZE: GPM 0 PSI N/A STATIC PRESSURE 60 N/A HYDRANT ELEV. 2 RESIDUAL PRESSURE 22 N/A DATE OF TEST 7/1/10 FLOW IN GPM 2015 N/A TIME OF TEST 8 AM PITOT READING 22 NUMBER OF PORTS FLOWED FAX (704) 795 -BM SC ALAFMA 3386 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS HYDRANT LOCATION UH FORT KING ROAD — NEAR SITE DESIGN CRITERIA DESIGN AREA .....-.-- HAZARD CLASS OF SPRINIQfRS W DENSITY DESIGN AREA S.F. PSI REQ'D 0 BR3 GPM REQ'D 0 BR3 PSI REQ'D 0 TEST GPM REQ'D 0 TEST A H DOMESTIC DEI,UND SPRINKLERS SPACING SYMBOL MAXIMUM T MINIMUM I COMMENTS / SPR INKLERS MIMEMMMM MAIN OFFICE — ORLANDO, FLORIDA 222 CAPFTOL COURT OCOEF. FLORIDA 34781 PHONE C407) 3030 FAX: (407) 668 -8026 JACK80NV .M FL Z TALFVA, FL POWANO BEAM fIL 11328 DISTRIBUTION AVE. WEST IM 11� MOMMOMMOM TAMPA, FL 33819 -8337 POMPANO BEACH FL 33064 -1408 PHONE (904) 268 -3030 PHONE (80) 630- 0303 PHONE: (954) 97-3030 FAX- (904) 258 -0724 FAX (813) 630 -0312 FAX (964) 917 -94e4 ". LffER96 FL wwwwommmm 4683 LAFREDO AVE. 4370 MOTORSPORT DRIVE NC SPF*AGJA eD 746 FT. MYERS. FL 33908 -4924 CONCORD. NC 28027 -6877 NC ALAFIA 25741 SP LV PHONE; (339) 433 -3030 PHONE (704) 782-3032 Sc SPRINKLE! me FAX- 0338) 433 -3E63 FAX (704) 795 -BM SC ALAFMA 3386 - Ft. King Colony Apartments Ze h rhills Florida py 1 .....-.-- 1 h I �I WA YNE Automattc Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPFTOL COURT OCOEF. FLORIDA 34781 PHONE C407) 3030 FAX: (407) 668 -8026 JACK80NV .M FL Z TALFVA, FL POWANO BEAM fIL 11328 DISTRIBUTION AVE. WEST 3225 CHEVIY PALM OF ME 3E1 NW ISTH TERRACE JACKSONVILLE FL 32256 --2746 TAMPA, FL 33819 -8337 POMPANO BEACH FL 33064 -1408 PHONE (904) 268 -3030 PHONE (80) 630- 0303 PHONE: (954) 97-3030 FAX- (904) 258 -0724 FAX (813) 630 -0312 FAX (964) 917 -94e4 ". LffER96 FL CONCOM W STATE LICENSES: 4683 LAFREDO AVE. 4370 MOTORSPORT DRIVE NC SPF*AGJA eD 746 FT. MYERS. FL 33908 -4924 CONCORD. NC 28027 -6877 NC ALAFIA 25741 SP LV PHONE; (339) 433 -3030 PHONE (704) 782-3032 Sc SPRINKLE! me FAX- 0338) 433 -3E63 FAX (704) 795 -BM SC ALAFMA 3386 - Ft. King Colony Apartments Ze h rhills Florida py 1 FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLE FIRE PROTECTION SITE PLAN DRAWN Vi RYAN PETERSON TOTAL A /SF 1488 DATE, 08/11/10 AHJ Zephyrhills, Florida CONTRACT # WC 100500 IS THIS A CENTER OF TILE JOB? ❑ YES NO SHEET N FP1 CONSTRUCTION TYPEi V -A OCCUPANCY[ R -2 Hazard Pro Protection Engineering, Inc, 222 CAPITOL COURT OCOEF, R. 34761 Pit (407) 077-5578 FAX (407) 856-8028 Cwt&ats all Authorization Wfnb&r 29038 Robert J. Dewar, RE Lkmnse No. 70937 PER NFPA 25, 2002 EDITION, {—� r =�- 4 .: �L__l.L_ -� r _ N l FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION — -- ---- SECTION 4.1.2 -THE RESPONSIBILITY 0 1XI SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY F X* CPVC COMPATIBILITY NOTICE v CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW 1 CONSTRUCTION, RE-PIPE AND REPAIR, CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO C*4 -6 -1 0-6 X F C1 THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER. CPV 70 1 I T nal Rx,� T; 79_)2 112- 0-6 0 CAN BE DAMAGED BY CONTACT C1 WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (11, SOME WIRES, FLUX, PETROLEUM BASED O-6W_ 2-3 1 12-, PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD -- -- !' I I� SEALANTS, LEAK DETECTORS, FIRESTDPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW,SYSTEMCOMPATIBLE,COM • COP IL 2 6 DOCUMENTS, INCLUDING ORIGINAL DRAVIKS, SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA. INCLUDING COMPUTER 36 . : Ljj (W PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAY14E AUTOMATIC FIRE SPRINKLER% INC. • AFS) A STRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE USE BY THE CLIENT, 1:7 SRIN T OR OTHZ S. ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, CR ADAPTATION OF THE INFORMATION CONTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK, W17HOUT F 10 LIABILITY, OR LEGAL EXPOSURE 70 WAF& AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON 00 BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HXD VAFS HARMLESS FROM ANY AND ALL CLAIMS, L DDAMAGES LOS S ES AND EXPENSES, INCLUDING ATTORNEYS FEES RESLLTING FROM ANY SUCH PERMISSIONS D"RTANT - THIS DRAWING 13 BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 023 AS THE APPLICABLE STANDARD FOR THE INSPEC710K TESTING AND MAINTENANCE OF WATER BASED FIRE r j OWNER 1MR)LA71ON 0 _ I'. �I PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH F SPRINKLERS SPRINKLERS INC. __J I •V THE OPERATION AND MAINTENANCE OF SNIT SYSTEX PLEASE CONTACT THE NEAREST OFFICE OF VAYNE AUTOMATIC FIRE 39 TI 11 F- L 1 -7 -6 WATER SUPPLY INF ORMATION DROLUil UK x ? L L ACTUAL N/A a) � SIZE. GPM 0 PSI N/A • � _ _TED 'r MOSE • 4' X 2v Hal (6S REQ D BY ft VM.VE 9-0 3-6 8-6 • 1 -6 -6 , � I, � - _ VM.VE � . L 2ND FLOOR H x 10'-V'Tl • FIRE PUMP 2ND FLOOR HYDRANT EO. 2 "it RESIDUAL PRESSURE 22 N/A DATE OF TEST 7/1/10 IIV x I(Y-10'-0' TO ! 1 !4 0 j 2ND FLOOR I? BFEEZIEWAY -0' TO V x 1(Y 00 4. .- .-:. FLOW IN GPM 2015 N/A TIME OF TEST 8 AM cm HEMET L Z. go 5g T U T PFOT READING ------- F NU MBER OF PORTS FLOWED 1 (41 4 SVT� TO PROVI BY WME AUTOMATIC FIRE SPRINKLERS MTH V-7 7-1 x" Fi 22 3j bififf C) HYDRANT LOCATION OR UM8ER FORT KING ROAD NEAR SITE !3-6 5-0 C) , — 1■ 1 A/C V X* -_6 I ■ . -- -0 i2 12-3 13-10 ac 19 KffCHEN 0 L 12-0 DESIGN CRITERIA • T-1 if DESIGN AREA t I r, 11 Y ? F I ? r A,- - — V i , �_ X. j 00 1 — Z - - I- li, � - - I E HAZARD CLASS • 6 CLOSET IN I -6 7, 7.7- 13 70�j -, _7 0 t j ?G A4 1, 2-6 it MT. 0-7 Ib 5b F'� DESIGN AREAS F _7 ? PSI REQ'D 0 BR3 ? T r I. 1 GPM REQ'D 0 BR3 T • X* - V, if 03 83 A i X* PSI REQ'D 0 TEST 2- -6 GPM REQ 0 TEST BI C1 MATO 0 0 73 HIGHEST %?jQ(0 SEDFKM 4* C3 83 B3 C3 ? 04 59 C14 DOMESTIC DEMAND C', !g ? 4 04 7-9 C1 • �'FIRE Toxvc X 81 C11 9-9 SPRINKLERS SP ACING RI ? + 11 $VT. C3 C3 I SYMBOL MAXIMUM DETAIL ON MINIMUM COMMENTS X DEDFM4 _j _j ... ... D I OLMLOINO TYPE 8 UNLESS NOTED OTHERWISE 16 in VAC' EM BEL n I f C3 2111" FD� MR STORTZ FDC F O R 04 LHT L 7 LHT AMANDEMENT HHEET FP R ST& Z FOR MANUAL DRY 'Y (WIRED BY L OTHERS) L ST STANDPIPE j 'X' WET "LIAL DRY STANDPIPE 1 S vp (DETAIL ON SYSTEM (DETAIL ON =- 16 16 8! t p ER NFP F 0 PROPERLY R SY S T e'!c I -_ 6 6 — = Ittfx r SYSTEM (DETAIL ON SHEET FP5) SHEET FP5) SHEET FP5) BUILDING TYPE MA 1ST FLOOR MANUAL DRY �TANDPIPE 4' 2' 0 81 16' RISER ACCESS PANEL MANUAL DRY STANDPIPE INSTALLED BY OTHERS AS PER LOCAL AA 903$ TOTAL SOFT. SWO I & 3 AS PER LOCAL A.HJ CRITERIA CRITERIA SCALE 1/8' = V IF L ,-1ST FLOOR-, SPRINKLERS SYMB. TYPE III TYPE IIIA SIN I SIZE K TEMP MODEL • 64 88_ GL4710 11/2 4.9 1517 17 I w l - 5' 17 GL471071/Z 4. 17 If ------ -- - BALCONY 11 BALCONY,-- 7 1�� , I I , BALCONY BALCONY BEDF00114 TY PICAL ILI it-- - n SUT. 11 SQFT. L EAL uvm TYPICAL '41 F U _vM x" AL 0-6 Ila- • -6 C1 LHT lIC2 LM 82 131 LNIT 2-3 WIC y 2 2 BUILDUIGS • 202 210 TOTAL THIS SHEET • DATE SUBMMAIS BY wfc 0-7 HALL ? 08/1111,110 (A REVIEW RP 1 00 08,11111/10 SHOP DRAWINGS RP ISET 0 HALL I " I 4 SQFT, 7 — _v C _ - , i BATH C4 • I r C;u OATH No A/ o A/ Sir -6 6 -0' : 6 CLOSET 0-7 jwc Sit A/C NO. DATE REVISIONS BY K F BATH H MEN j! I V x I Dy' -0 jX0 MTC>Hi E N 2v Hom i! i 4 -------- *14w i ev HIM 2ND • FLOOR r 8-6 3-%1cp _ 1ALYE gRIET 77 %w 2-0 V TO OATH � 1 1 __ , KrrCHM 5-7 11 x I(Y-O' TO 3-5 • 1O-,q • 2ND FLOOR I r I - BV1AY BA 'MET C? 41 W7. OATH 1 L • 2ND F 2-8 zEwAY Co . !_d 2 L j 7-- -- - - - -- - -- - -- — F OATIHIF F77� EN OATH N C -9 3 - �6,q LAU" 5-0 I I A I W] • II II a4mr Tny['� ike FLj . 4 ) I I J I' 1 it 0 H I' IF F" 5 = 0, F T 10-10 • lit I ICITCHIEN T I I i7 son'. !Ilk C? VA4 r WA"E > 1 6 L # 1 1 I'i 3 0 BATIH_ 0- Wi_ �b 2-6 to OIL Automatic Fire Sprinklers, Inc. 1 ------ HAIL MAIN OFFICE — ORLANDO, FLORIDA Z k 222 CAPITOL COURT OCOEF- FLOFWA 34781 eoR 133 83 r PHONr= 3030 FAXI: (407) 858-e0e6 ? o a 1 1 6 " - C1 _J JACKL""1111.14 FL TAL9 FIL POWANO BEACK FL 81 Im DISTRIBUTION AVE WEST 3eN CHIMY PALM 0" 30 NW OTH TBVACE JACK90NVLLF. FL 3P268 --=748 TAMPA, Poll. 33819-MY POMPANO BEACH, FL 33064-14M • PHONE (904) 26030110 PHONE (80 530-0303 PHONE (954) 97-3030 -6 2- C3 83 B3 FAX (904) 288-0724 FAX (813) 630-032 FAX (9" 99-9424 • FT. MYEFA R. _J CONCOM INC TATE LICUNSES, I 29745 4683 LAFEDO AVE 4370 MOTORSPOW DR" SR FT. WYEK FL 33905-49e CONCORD. INC 28027 -8877 NC ALAF#A 25741 SP LV C.4 ce Nt 1 1 Be B1 C1 4' 1 4 ? PHONE (238) 433-3030 PHONE L 782-303a Sc SPFCAQIA w 7-9 CIA FAX 0M 433-3M FA* V'04 78B -8838 9C ALAF*A 3368 Ji 7 9 1 83 • C3 Uv FIRE _71- go7 I • LNM 0 L 9-9 + I BMAOO1A BULDM TYPE ■ 10-0 RISER 10-0 J F LW ARPANOB"T DETAIL ON + BEDRIOM BEDFKM Ft. King Colony Apalftents 120 VAC ELEC TYPICAL SHEET FP_- FDC FCi I STORTZ 1 83 LW Z FDCF0R C3 UNIT TYPICAL Zephyrhills, Florida M FOR sTORT (WIRED BY OTHERS) B3 F L MANUAL DRY STA N I WET SYSTE I- MANUAL DRY STANDPIPE (DETAIL ON 3 C14 `;' SYSTEM (DETAIL ON SYSTEM (DETAIL 13N '0 SHEET FP5) ? SHEET FP5) BUILDING TYPE III IST FLOOR SHEET FP5) 4' 2' 0 81 16' FIRST FLORIDA t ; RISER ACCESS PANEL MANUAL DRY STANDPIPE MANUAL DRY STANDPIPE INSTALLED BY OTHERS AS PER LOCAL A.R. 9= TOTAL SOFT. Bt-DO 2 dL 5 AS PER LOCAL A.R1 I 1533 SUNSET DRIVE, SUITE 150 CRITERIA CRITERIA MIAMI, FL. 33143 SCALE 1/8' = 1' SHEET TITLEj 1ST FLOOR BUILDING TYPE III - IIIA DRAWN BYi RYAN PETERSON TOTAL A/So 1488 DATEi 08109/10 AHJ Zephyrhills, Florida CONTRACT 0 WC1 00500 IS THIS A CENTER OF TILE JOB? EIYES NO SHEET # CONSTRUCTION TYPEj V-A FP2 OCCUPANC Y, R-2 d � A Hazard Fire Protection Engineering Inc, 222 CAPITOL COURT OCOEF, IL 34781 Pik (407) 877 -5578 FAX: (407) 658 -8028 Certificate of Authorization Number 29038 L . I -- -_.: I B /1LbV1� S v T ill, WEI II �:. I PER NFPA 25, 2002 EDITION, SECTION 4.1.2 -THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW 'ONSTRUCTICN, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE� SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW.SYSTEMCOMPATIBLE,COM COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED. NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK. WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS. DAMAGES LOSSES AND EXPENSES. INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS IMPORTANT OlR'TIIZ INFORMATION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 1125 AS THE APPLICABLE STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS. INC. WATER SUPPLY INFORMATION MAXIMUM MINIMUM COMMENTS M-Gil OR pQ5 RE" D 8Y AW , j FIRE PUMP N/A SIZE GPM 0 PSI N/A STATIC PRESSURE 60 N/A HYDRANT ELEY. 2 RESIDUAL PRESSURE 22 N/A DATE OF TEST 7/1/10 FLOW IN GPM 2015 N/A TIME OF TEST 8 AM P(TOT READING 22 NUMBER OF PORTS FLOWED 1 (41 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS LOCATION OR FORT KING ROAD - NEAR SITE DESIGN CRITERIA DESIGN AREA 33 32 SP HAZARD CLASS RES RES STANOPIPE SPPoNKIFRS 3 1 N/A DENSf1Y x05 x05 N/A DESIGN AREA S.F. N/A N/A N/A PSI REQ'D 0 BR3 39.85 37.29 N/A GPM REQ'D 0 BR3 49.80 20.02 N/A PSI REQ'D 0 TEST 54.79 49.97 119.33 0 FDC GPM REQ'D 0 TEST 49.80 20.02 500.00 0 FDC A 28.5' 28.5' 25' DOMESTIC DEMAND 0 GPM 0 GPM 0 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS • 16'X16' 8' UNLESS NOTED OTHERWISE 3e25 04MY PALM DRIVE 16'X16' 8' TAWA, FL 3360 -8337 PCR.PANO BEACH, R. 33064 -1408 PHONE (804) 288 -3030 PHONE (813) 830 -0303 PHONE (954) 917 -3030 FAX (904) 288 -0724 FAX (813) 830 -031E FAX (964) BD -9424 FT. MYBFM FL CON NC STATE LICENSES. 4683 LAFEDO AVE 4370 MOTORSPORT DRIVE NC SPR0a.ER 28745 FT. MYERS, FL 33905-4924 CONCOFD NC 28027 -887 NC AL 25741 SP LV PHONE (238) 433-3030 PH0N& (704 782- SC SPF*iam no FAX (E38) 433 -3283 F FAX- - 795 -6838 SC ALAXA 3385 J� I l i � �6�-6 5 l �,c III! x 10'-0' TO i 3R a 1ST FLOOR i II L_ B3 !SALCONEY ! C1 0 -6 C3 L-_ -� RUIL UNG TYPE IIVIIIA 3RD FLOOR 7'898 TOTAL SOFT. BLDO 1,2,3,6 EUIL UNG TYPE III /ILIA 2ND FLOOR 9068 TOTAL SOFT. BLDO 1,2,34 BALCONY �1_ t Jie TYPIVAI 1 0 -6 C1 LW TYPICAL C3 L TT�J DEVON AREA 31 THIS UNIT 3RD FLR, NFPA 13R 2002 ed. SECTION 6.7.1.2 3 HEAD DESIGN S1 16' X 16' SPACING 14 GPM 0 8.2 PSI REQUIRED S2 18' X 18' SPACING 18 GPM 0 13.5 PSI REQUIRED n 16' X 16' SPACING 1 A rpu ® A 1) pq RFn1 uaFn d rpu e A acl RFnI uaFn II II j (o /F • wr BUL.LIOlO TYPE RA LWAFFANDBANT BULDNf1 TYPE ■ LL1T 4' 2' 0 8' 16' 1 1 1 1 1 SCALE 1/8' = V r --TYPE i mA—, SPRINKLERS B. I 2ND FIR 3RD U I SIN I SIZE I K I TEMPI MODEL • 90 76 1 GL4710 1/2' 14.9 1155, 1 r )FrIE s-foc m 22 26 1 GL4710 1 /2' 14.9 117Y I r7 r.,r crl�DCn con 112 102 TOTAL PER FLOOR 14 4 BUILDINGS 448 408 TOTAL THIS SHEET 3e25 04MY PALM DRIVE 30 NW 18TH TBVIACE JACKSONVILLE, FL 32268 -£748 DATE sUBMITTAI2 BY 08/11/10 QA REVIEW RP 08/11/10 SHOP DRAWINGS RP 3e25 04MY PALM DRIVE 30 NW 18TH TBVIACE JACKSONVILLE, FL 32268 -£748 TAWA, FL 3360 -8337 PCR.PANO BEACH, R. 33064 -1408 PHONE (804) 288 -3030 PHONE (813) 830 -0303 PHONE (954) 917 -3030 FAX (904) 288 -0724 FAX (813) 830 -031E FAX (964) BD -9424 FT. MYBFM FL REVD BY o� 1 Automatic Fire Sprinklers, Inc. MAIN OFFICE ORLANDO, FLORIDA 222 CAPITOL COURT OCOEF, FLORDA 34761 PHONE (407) 3030 FAX: (407) 658 -8029 .IACKe0fi up, FL TAwx FL POWANO BEAM FL IX)28 DISTFUBUTION AVE WEST 3e25 04MY PALM DRIVE 30 NW 18TH TBVIACE JACKSONVILLE, FL 32268 -£748 TAWA, FL 3360 -8337 PCR.PANO BEACH, R. 33064 -1408 PHONE (804) 288 -3030 PHONE (813) 830 -0303 PHONE (954) 917 -3030 FAX (904) 288 -0724 FAX (813) 830 -031E FAX (964) BD -9424 FT. MYBFM FL CON NC STATE LICENSES. 4683 LAFEDO AVE 4370 MOTORSPORT DRIVE NC SPR0a.ER 28745 FT. MYERS, FL 33905-4924 CONCOFD NC 28027 -887 NC AL 25741 SP LV PHONE (238) 433-3030 PH0N& (704 782- SC SPF*iam no FAX (E38) 433 -3283 F FAX- - 795 -6838 SC ALAXA 3385 f t. King Colony Apartments Zephyrhllls, Florida 9 FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLED 2ND /3RD FLOOR BUILDING TYPE III - IIIA DRAWN BY1 RYAN PETERSON TOTAL A /St 1488 DATED 08109/10 Zephyrhills, Florida W C 100500 R OF TILE J087 YES NO r SHEET# FP3 CONSTRUCTION TYPE V -A OCCUPAN CY R -2 N C D r • HZ 9 x x 4 El O j i _- - =:-� , -- - _. —._,- — _ _ _. —= - - - cam_ - ---- - -�-�} _ ❑ r " o q � II f 2, _ I � I� I II 1 01- 1 1 I � IL W6 1 I ( I I L - 4 -0 N 6 -6 I I 7 -9 =- N - �� o ° II N Vv N_� i/ N ZZI- A H 3 -2 • 9 -6 • 5 -10" • "6 • 8 -2 8 -9 3 -2 N F - v 2 -0 j CU Na � = ; An a P A 032 rn " - - -- - - - -- - -- - -- -- 1 4 (f - fir 4 �-`- = � = - -_ - � � ( < 1 -0 LT I 7- I J 3 -2 • 9 -6 5 -10 " 9 -6 q, 3 -2 i 28- / \ L - -- _ -. - rt -.11 Xx I N G�� wS'4• ;' 1 -3 �( F'p•l °" f - -- - - r ,_ - - -- _1 4 -0 6 -6 3 7 -9 - - N oo � • I ` ' - � III � • OD b/ 1 I I M IF - -- -- - - - , -, — —� I - I- -_-! n II I I- I I I -- =- 1 • l s � 17�0 -3 ) N 8 -6 7 -9 • 58 L L ° + 1 I 4" I rX 3 -2 9 -6 10� - -- J 9-5 rb2 �s � Ile `� To I ( - a 4' f - 1 I 4" I I _ - - L - - - -- _— =� J c L ,`� r t_0 L_ -_ A I— _ — X + 0 8 I 1. lu - -- - - it I 3 -2 l 9 -8` 5.10 - A-6 -2 ITC 14 Alt, f.' ° 1 -3 I r3i -4t _ fV — o I = s€ a I � f _:f F - II • I P° n II �x �x �4 �g §q g 1 � 1 -4 i f I ® II (T• W i r ° - N 4 -0 ® END ^^Z it 1 EA — .- ti I t� N I i i �- - -- OD ,�' 1 -3 ° � _ • 4 -0 b � •�� 8 -8 8 job 8 N \ \\ J__ i I I f li i I f III MAXIMUM J � I REQ'D EREOIBY FIRE PUMP F --1 I I F L_ L_ y x x -4x r �Q 5a A �I. d jl C I i � -• N HS �� ' r )Y b o Y ° 1 -3 4 0 • 6-6 fA ;' f I � c M X GJ `! f D r - • 4 -0 N •� 6-6 c'o E I FS O a x f� 4 Z , x 4 8 Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE FL 34781 % (407) 877 -5578 FAX (407) 856 -8028 Certificate of Authorization Number 28038 Robert J Der'ar, RE Liowas No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW ANSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE, OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE: SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWWSYSTEMCOMPATIBLECOM COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLER% INC. (VAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. D�ORTANT OWNER D!I FOUTION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 827 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF VATER BASED FIRE PROTECTION SYSTEMS, IF THE BUILD NO OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. WATER SUPPLY U MAXIMUM MINIMUM ACTUAL REQ'D EREOIBY FIRE PUMP 5 � _U_ N/A _U_ 60 X X x N Z 22 O DATE OF TEST 7/1/10 oo> �> oo> ('1 0v 8 AM PITOT READING 22 t NUMBER OF PORTS FLOWED N -0Z G) NZ Z" M FORT KING ROAD - NEAR SITE ' Z DESIGN A J DESIGN AREA D -....-... HAZARD CUSS RES Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE FL 34781 % (407) 877 -5578 FAX (407) 856 -8028 Certificate of Authorization Number 28038 Robert J Der'ar, RE Liowas No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW ANSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE, OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE: SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWWSYSTEMCOMPATIBLECOM COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLER% INC. (VAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. D�ORTANT OWNER D!I FOUTION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 827 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF VATER BASED FIRE PROTECTION SYSTEMS, IF THE BUILD NO OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. WATER SUPPLY INFORMATION MAXIMUM MINIMUM ACTUAL REQ'D EREOIBY FIRE PUMP N/A SIZE: GPM 0 PSI N/A STATIC PRESSURE 60 N/A HYDRANT ELEV. 2 RESIDUAI. PRESSURE 22 N/A DATE OF TEST 7/1/10 FLOW IN GPM 2015 N/A TIME OF TEST 8 AM PITOT READING 22 t NUMBER OF PORTS FLOWED 1 (41 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS -NUMBER LOCATION OR FORT KING ROAD - NEAR SITE ' DESIGN CRITERIA DESIGN AREA 183 -....-... HAZARD CUSS RES OF S RS IN 3 MOMOMMONN DENSITY xO5 DESIGN AREA S.F. N/A MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL. COURT OCOEE, FLORDA 34781 PHONr= (407) 3030 FA)G (407) 886 -fIIO26 JAacsow FL 11328 DISTFOBUTION AVE WEST JACKSONVILLE FL 32258 -e745 PNONE <H04) 288--3030 FAX (904) 2B8 -(3724 hfl TAwA, Ft. 3228 CHHIRY PALM DRIVE TAMPA, FL 33819 -WV PHOPE (eM 830 -0303 FAX (80) 830 -032 PSI REQ'D 0 BR18 41.82 71 CONCOM INIC STATE LCENSE9: 4370 MOTDRSPORT DRIVE NC SPF*4CLM 28746 CONCORD NC 29027 -8977 NC ALAFOA 28741 SP LV PHONE VW) 782-3032 9C SPRNQFA no FAX (704) 796 -8838 SC ALAF)A 3385 GPM REQ'D 0 BR18 53.40 PSI REQ'D 0 TEST 55.45 GPM REQ'O 0 TEST 53.40 HOW A 28.5' DOMESTIC DEMAND 0 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS • 16'X16' 8' UNLESS NOTED OTHERWISE SHOP DRAWINGS 16'X16' 8' OMMO 08/11/10 AH.M r 1 ®®® CONTRACT fi W C 100500 ill: 1 1 ,' 6 0 } 'S17 IS THIS A CENTER OF TILE JOB? YES C NO SHEET N FP4 CONSTRUCTION TYPE V -A OCCUPANCY R -2 NO. DATE REVISIONS -0000_000 SPRINKLEIRS ®�M®®® BY 08/11/10 QA REVIEW DRAWN Vi RP ©© SHOP DRAWINGS 11 M �(j3 a4 OMMO 08/11/10 AH.M r 1 ®®® CONTRACT fi W C 100500 ill: 1 1 ,' 6 0 } 'S17 IS THIS A CENTER OF TILE JOB? YES C NO SHEET N FP4 CONSTRUCTION TYPE V -A OCCUPANCY R -2 NO. DATE REVISIONS -0000_000 -....-... MOMOMMONN WA"E Automat Fi re Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL. COURT OCOEE, FLORDA 34781 PHONr= (407) 3030 FA)G (407) 886 -fIIO26 JAacsow FL 11328 DISTFOBUTION AVE WEST JACKSONVILLE FL 32258 -e745 PNONE <H04) 288--3030 FAX (904) 2B8 -(3724 hfl TAwA, Ft. 3228 CHHIRY PALM DRIVE TAMPA, FL 33819 -WV PHOPE (eM 830 -0303 FAX (80) 830 -032 ~AM BEAM FL 30 NW 18TH TEnRACE PLTPANO BEACH R. 33064 -1408 PHONE (954) 9D -3030 FAX (954) 9D -9424 FT. MYER& R 4683 LASED0 AVE FT. MYEFA FL 33905 -4924 PHONE (M 433 -3030 FAX (238) 433 -3283 71 CONCOM INIC STATE LCENSE9: 4370 MOTDRSPORT DRIVE NC SPF*4CLM 28746 CONCORD NC 29027 -8977 NC ALAFOA 28741 SP LV PHONE VW) 782-3032 9C SPRNQFA no FAX (704) 796 -8838 SC ALAF)A 3385 IC I �� 1 • T 11 • 0 1 h DATE SUBMITTALS BY 08/11/10 QA REVIEW DRAWN Vi RP 08/11/10 SHOP DRAWINGS RP DATEa 08/11/10 AH.M Zephyrhills, Florida CONTRACT fi W C 100500 IS THIS A CENTER OF TILE JOB? YES C NO SHEET N FP4 CONSTRUCTION TYPE V -A OCCUPANCY R -2 NO. DATE REVISIONS BY WA"E Automat Fi re Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL. COURT OCOEE, FLORDA 34781 PHONr= (407) 3030 FA)G (407) 886 -fIIO26 JAacsow FL 11328 DISTFOBUTION AVE WEST JACKSONVILLE FL 32258 -e745 PNONE <H04) 288--3030 FAX (904) 2B8 -(3724 hfl TAwA, Ft. 3228 CHHIRY PALM DRIVE TAMPA, FL 33819 -WV PHOPE (eM 830 -0303 FAX (80) 830 -032 ~AM BEAM FL 30 NW 18TH TEnRACE PLTPANO BEACH R. 33064 -1408 PHONE (954) 9D -3030 FAX (954) 9D -9424 FT. MYER& R 4683 LASED0 AVE FT. MYEFA FL 33905 -4924 PHONE (M 433 -3030 FAX (238) 433 -3283 71 CONCOM INIC STATE LCENSE9: 4370 MOTDRSPORT DRIVE NC SPF*4CLM 28746 CONCORD NC 29027 -8977 NC ALAFOA 28741 SP LV PHONE VW) 782-3032 9C SPRNQFA no FAX (704) 796 -8838 SC ALAF)A 3385 Ft. King Colony Apartments Zephyrhills, Florida FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 -6 12 6 IS n SHEET TITLEi BUILDING TYPE XVIII DRAWN Vi RYAN PETERSON TOTAL A /Si 1488 DATEa 08/11/10 AH.M Zephyrhills, Florida CONTRACT fi W C 100500 IS THIS A CENTER OF TILE JOB? YES C NO SHEET N FP4 CONSTRUCTION TYPE V -A OCCUPANCY R -2 -6 12 6 IS n ALL MATERIAL APPLICABLE TO THIS PROJECT WILL BE INDICATED WITH A (� ) �[J ALL PLASTIC PIPE 3 /4 THROUGH 2Y SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F442. ALL PLASTIC FITTINGS SHALL BE UL LiSTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F438, ASTM F439 OR ASTM F1970. ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP 500 CEMENT. CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2). ALL 1' TO 2' THREADED BLACK STEEL PIPE SHALL BE UL LISTED /FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A135 OR A795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND 'MEGATHREAU, ALLIED 'DYNATHREAD' (NO ABF), BULL MOOSE TUBE 'EDDYTHREAU, YOUNGSTOWN 'EZ- THREAD' AND WELDED TUBE- BERKELEY 'STEADY - THREAD'. ALL THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED IN ACCORDANCE WITH ASTM A795 OR ASTM A53. ❑ ALL Y TO 2 THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED /FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A795. ACCEPTABLE PIPE MANUFACTURERS ARE WHEATLAND, ALLIED (NO ABF), BULL MOOSE TUBE, YOUNGSTOWN. NORTHWEST AND WELDED TUBE - BERKELEY. ALL tv4 TO 4' GROOVED BLACK STEEL PIPE SHALL BE UL LISTED /FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', YOUNGSTOWN 'FIRE -FLO', WHEATLAND 'MEGA - FLOW', ALLIED 'DYNA -FLOW' AND WELDED TUBE- BERKELEY 'STEADY - FLOW'. ❑ ALL 1Y4 TO 4' GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED /FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A795, ACCEPTABLE MANUFACTURERS ARE BULL MOOSE, YOUNGSTOWN, WHEATLAND, ALLIED AND WELDED TUBE - BERKELEY. ❑ ALL GROOVED STEEL PIPE 6' AND LARGER SHALL BE UL LISTED /FM APPROVED SCHEDULE 10 AND MANUFACTURED IN ACCORDANCE WITH ASTM A135. ❑ ALL GROOVED STEEL PIPE 11/4' AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND MANUFACTURED IN ACCORDANCE WITH ASTM A795. Ze ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CAR) OF NOT LESS THAN 1.0 r ♦ PER WAFS STANDARDS. Z ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR 300 ANSI B16.3, CAST WON CLASS 125 OR 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR 300 ANSI B16.3. ❑ ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH ANSI 816.11. ❑ GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH ASTM A536 FOR DUCTILE IRON OR ASTM A47 FOR MALLEABLE IRON. ❑ ALL GROOVED BLACK STEEL PIPE SHALL BE ROLL GROOVED PER MANUFACTURER REQUIREMENTS. ix DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2002 EDITION OF NFPA 13R AND 2002 EDITION OF NFPA 13 WHERE DESIGNATED BY NFPA 13R. s DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. x ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N). r ALL HANGERS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13 AND THEIR LISTING. ,r ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR STI LCI. iw UNDERGROUND MAINS AND LEAD -INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE SPRINKLER SYSTEM s ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. s ALL SYSTEMS SHALL BE TESTED AT 200 PSI FOR 2 HOURS PER WAFS STANDARDS. 0 ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. E ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. x CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. x ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. 0 ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER PIPING IS BY OTHERS. , r HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. x FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE. x SPRINKLERS SHALL NOT BE INSTALLED PRIOR TO THE FITTINGS BEING CEMENTED IN PLACE s ALL SPRINKLERS IN DWELLING UNITS SHALL BE UL LISTED OR FM APPROVED RESIDENTIAL SPRINKLERS. 0 ALL SPRINKLERS OUTSIDE OF DWELLING UNITS SHALL BE QUICK RESPONSE RESIDENTIAL SPRINKLERS SHALL BE ALLOWED AS PER NFPA 13R SECTION 6.7.2.2. 6.7.2.3 AND 6.7.3.3. 0 AT LEAST THREE SPARE SPRINKLERS OF EACH TYPE, TEMPERATURE RATING AND ORIFICE SIZE AND APPROPRIATE WRENCH OR WRENCHES SHALL BE LEFT ON THE PREMISES. 0 REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. N SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: o BATHROOMS WHERE THE AREA DOES NOT EXCEED 55 SQ FT (INCLUDING TUBS AND SHOWERS) AND THE WALLS AND CEILINGS, INCLUDING BEHIND FIXTURES, ARE OF NON - COMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS PROVIDING A 15- MINUTE THERMAL BARRIER. o CLOTHES CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN THE DWELLING UNITS THAT DO NOT EXCEED 24 SQUARE FEET, THE LEAST DIMENSION DOES NOT EXCEED 3 FEET, AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED - COMBUSTIBLE MATERIALS AS DEFINED BY NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. o ANY PORCHES, BALCONIES (EXCEPT AS REQUIRED BY THE FLORIDA BUILDING CODE FOR TYPE V CONSTRUCTION), CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. o ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, CRAWL SPACES, FLOOR /CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. o CLOSETS ON EXTERIOR BALCONIES, REGARDLESS OF SIZE OR CONTENTS, AS LONG AS THERE ARE NO DOORS OR UNPROTECTED PENETRATIONS FROM THE CLOSET DIRECTLY INTO THE DWELLING UNIT. 0 WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13A INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS 633, 0 DESIGN AND INSTALLATIONII TO BE IN ACCORDANCE WITH 2003 EDITION OF NFPA 14, 0 DESIGN AND INSTALLATION) TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. r ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N). 0 STANDPIPES SHALL BE SUPPORTED ABOVE AND BELOW EVERY LEVEL PER WAFS STANDARDS. r HORIZONTAL PIPING SHALL BE SECURED IN ACCORDANCE WITH NFPA 13. 0 ALL STANDPIPES SHALL BIE PROVIDED WITH A LISTED INDICATING VALVE 0 A DRAIN VALVE AND PIPING, LOCATED AT THE LOWEST POINT OF THE STANDPIPE DOWNSTREAM OF THE ISOLATION VALVE, SHALL BE ARRANGED TO DISCHARGE WATER AT AN APPROVED LOCATION 0 WHEN THE STANDPIPE IS USED TO SUPPLY SPRINKLERS (COMBINED SYSTEM), A CHECK VALVE SHALL BE PROVIDED IN EACH COMINECTION DOWNSTREAM OF THE SPRINKLER CONTROL VALVE. 0 A PRESSURE GAUGE WITH VALVE SHALL BE PROVIDED AT THE TOP OF EACH STANDPIPE. 0 A VALVED OUTLET FOR A, PRESSURE GAUGE SHALL BE PROVIDED IMMEDIATELY UPSTREAM OF EVERY PRESSURE REGULATING HOSE VALVE. 0 PRESSURE GAUGES WITH V /ALVES SHALL BE PROVIDED IMMEDIATELY UPSTREAM AND DOWNSTREAM OF EVERY PRESSURE REOUCNG CONTROL VALVE. 0 ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED, WAFS POLICY IS TO USE HILTI FS ONE OR STI LCI. 0 UNDERGROUND MAINS AND LEAD -INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE STANDPIPE SYSTEM. Ix ALL PIPING SHALL BE NSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL. COPIES OF SIC -NED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. 0 ALL SYSTEMS SHALL BE - TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. 0 ALL CHASES REQUIRED TOI CONCEAL STANDPIPE PIPING ARE BY OTHERS. 0 ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS, 0 CONNECTION OF ALARM DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. 0 ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. 0 ALL INSULATION REQUIRED) FOR FREEZE PROTECTION OF THE STANDPIPE SYSTEM IS BY OTHERS. , x HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. 0 FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THEE ADJACENT GRADE. 0 HIGH RISE BUILDINGS SHALL HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT CONNECTIONS. 0 FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED WITHIN 100' -0' OF A HYDRANT EXCEPT AS APPROVED BY THE AHJ. 0 WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTIOA TAGS AS REQUIRED BY FLORIDA STATUTE M. 0 HOSE VALVES SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: o AT EACH INTERMEDIATE: LANDING (MAIN LANDINGS AS ALLOWED BY THE AHJ) IN EVERY REQUIRED EXIT STAIRWELL o ON EACH SIDE OF THE WALL ADJACENT TO THE EXIT OPENINGS OF HORIZONTAL EXITS. o AT THE HIGHEST LANDINGS OF STAIRWAYS WITH ROOF ACCESS AND ON THE ROOF WHERE STAIRWAYS DO NOT ACCESS THE ROOF. 0 AN ADDITIONAL HOSE VALVE SHALL BE PROVIDED AT THE MOST REMOTE STANDPIPE TO FACILITATE TESTING. 0 PER FLORIDA STATUTE 55 +3.895, A MANUAL WET OR DRY STANDPIPE SYSTEM SHALL BE ALLOWED IN NON HIGH RISE BUILDINGS. 0 CALCULATIONS SHALL BE PROVIDED TO PROVE 500 GPM AT 100 PSI FOR THE MOST REMOTE STANDPIPE AND 250 GPMI AT 100 PSI FOR EACH ADDITIONAL STANDPIPE UP TO 1250 GPM. BUILDINGS SPRINKLERED TTHROUGHOUT SHALL ONLY BE REQUIRED TO PROVIDE UP TO 1000 GPM. 0 ALL PRESSURE REGULATINIG DEVICES SHALL BE TESTED TO VERIFY THAT THE INSTALLATION IS CORRECT. 0 WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 14 INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS ANIO INSPECTION TAGS AS REQUIRED BY FS 633. CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 PSI (MAXIMUM) TEST PRESSURE (SEE NOTE 0 PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60'F TO 120'F 40'F TO 59 0 °F TO 39'F Y4' 45 MIN, 1,5 HR, 24 HR. It 45 MIN. 15 HR, 24 HR, >Y4' 1.5 HR. 16 HR, 120 HR, ' 1,5 HR. 16 HR, 120 HR, 2' 6 HR. 36 HR, SEE NOTE 2 2,' 8 HR, 72 HR, SEE NOTE 2 3' 8 HR, 72 HR. SEE NOTE 2 NOTE t THF-qE CURE T14ES ARE FOR NEW CONSTRUCTION, F GLUM NM E MTNO PPM. SUCH AS N THE CASE OF CUT -NS, CURE TIME SHOULD BE A MNNIAN OF 24 HOURS. NOTE 21 FOR THESE SIZES, THE SOLVENT CEMENT CAN BE APPLIED AT TEMPERATURES BELOW 32 HOWEVER, THE SPRINKLER SYSTEM TEMPERATURE MUST BE RAISED TO A TEMPERATURE OF 32 OR ABOVE AND ALLOWED TO CURE PER THE ABOVE RECOMMENDATIONS PRIOR TO PRESSURE TESTING, Hazard Fro Protection Engineering, inc, E22 CAPITOL COURT OCOM FL 34781 PHI (407) 877 -5578 FAX: (407) 658 -8028 Certificate of Authorization Number 29038 Lkxnae No, 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW :ONSTRUCTICN, RE -PIPE AND REPAIR, CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE� SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTCPS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW,SYSTEMCOMPATIBLE,COM ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS. INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FUR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN. WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS VILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS. AND VILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMRTANT OWM DMMUTION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 4e3 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF 'WAYNE AUTOMATIC FIRE SPRINKLERS INC. WATER SUPPLY CURE 225 PSI TIMES WITH ONE (MAXIMUM) TEST STEP SOLVENT CEMENT PRESSURE (SEE NOTE 0 ACTUAL PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD SiZE: GPM 0 PSI 60'F TO 120'F 40'F TO 59 0'F TO 39'F ' 1 HR. 22 4 HR. 48 HR, 1' 1.5 HR, N/A 4 HR, 48 HR, PiTOT READING 3 HR, OF PORTS FLOWED 32 HR, 10 DAYS UMEU LOCATION OR 3 HR. 32 HR, 10 DAYS ' L" 8 HR. 48 HR, SEE NOTE 2 2,� 24 HR, 96 HR. SEE NOTE 2 ' 24 HR. 96 HR. SEE NOTE 2 NOTE t THF-qE CURE T14ES ARE FOR NEW CONSTRUCTION, F GLUM NM E MTNO PPM. SUCH AS N THE CASE OF CUT -NS, CURE TIME SHOULD BE A MNNIAN OF 24 HOURS. NOTE 21 FOR THESE SIZES, THE SOLVENT CEMENT CAN BE APPLIED AT TEMPERATURES BELOW 32 HOWEVER, THE SPRINKLER SYSTEM TEMPERATURE MUST BE RAISED TO A TEMPERATURE OF 32 OR ABOVE AND ALLOWED TO CURE PER THE ABOVE RECOMMENDATIONS PRIOR TO PRESSURE TESTING, Hazard Fro Protection Engineering, inc, E22 CAPITOL COURT OCOM FL 34781 PHI (407) 877 -5578 FAX: (407) 658 -8028 Certificate of Authorization Number 29038 Lkxnae No, 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW :ONSTRUCTICN, RE -PIPE AND REPAIR, CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE� SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTCPS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW,SYSTEMCOMPATIBLE,COM ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS SPECIFICATIONS, FIELD NOTES ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS. INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FUR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN. WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS VILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS. AND VILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMRTANT OWM DMMUTION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 4e3 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF 'WAYNE AUTOMATIC FIRE SPRINKLERS INC. WATER SUPPLY INFORMATION BY 08/11/10 ACTUAL i DC B FlRE PUMP N/A SiZE: GPM 0 PSI N/A STATIC PRESSURE 60 N/A HYDRANT ELEV. 2 RESIDUAL PRESSURE 22 N/A DATE OF TEST 1/1/10 FLOW IN GPM 2015 N/A TiME OF TEST 8 AM PiTOT READING 22 NUMBER OF PORTS FLOWED 1 (41 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS UMEU LOCATION OR FORT KING ROAD - NEAR SiTE DESIGN DESIGN AREA HAZARD CLASS DENSITY DESIGN AREA S.F. PSI REQ'D 0 BR3 GPM REQ'D 0 BR3 PSI REQ'D 0 TEST GPM REQ'D 0 TEST DOMESTIC DEMAND T SPRINKLERS SPACING r i symaxi MAXIMUM 7 MINIMUM loommom C>1 PI ..r PE AND FITTINGS GENERAL NOTES E SCALE: NONE Automatic Fin Sprinkien. Ina 00593N 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2 -1/2 IN. WIDE BY 1 -3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC, B. GYPSUM BOARDx - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN, THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1 -1/4 IN, PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USEDI O A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 2 IN, DIAM (OR SMALLER) FLOWGUARD GO LD& SDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, DIAM (OR SMALLER) BLAZEMASTER® SDR135 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3, FILL, VOID OR CAVITY MATERIALx - SEALANT - MIN 5/8 IN, AND 1 -1/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL /PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK L Reproduced by HILTL Inc. Courtesy I of Underwriters Laboratorles, Inc, Hilt: Fires Sy stems June 20, 2000 y FIRE CAULK — HILTI SYSTEM No. W —L -2377 UP TO 2 CPVC G DRYWALL — i TO 2—HOUR SCALE: NONE Fire Sprinklers, Inc. 00203N NFPA 13R GENERAL NOTES I L \0 0 E SCALE: NONE Automatic Fire SpNnklers. ho 00322N System No. F -C -2270 F Rating - 1 Hr T Rating - i Hr 1. FLOOR- CEIUNG ASSEMBLY - THE FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR- CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN INDIVIDUAL L500 SERIES FLOOR- CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR- CEILING ASSEMBLY ARE SUMMARIZED BELOW, A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 3 IN. B. WOOD JOISTS - NOM 2 BY 10 IN. LUMBER JOISTS SPACED 16 IN. OC WITH NOM 1 BY 3 IN. LUMBER BRIDGING AND WITH ENDS FIRESTOPPED, AS AN ALTERNATE TO LUMBER JOISTS, NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERSx WITH BRIDGING AS REQUIRED WITH ENDS FIRESTOPPED. C. FURRNG CHANNELS - (NOT SHOWN) - RESILIENT GALV STEEL FURRING INSTALLED PERPENDICULAR TO WOOD JOISTS (ITEM 1B) BETWEEN WALLBOARD ( N T N W I TH (ITEM ID) AND WOOD JOISTS AS REQUIRED E INDIVIDUAL FLOOR- CEILING DESIGN. A GYPSUM BOARD* - NOM 4 FT WIDE BY 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR - CEILING DESIGN. 2. CHASE WALL - THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A 1 HR FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD /GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES A. STUDS - NOM 2 BY 4 IN, LUMBER STUDS. B. SOLE PLATE - NOM 2 BY 4 IN. LUMBER PLATES, MAX DIAM OF OPENING IS 3 IN, C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. LUMBER PLATES. MAX DIAM OF OPENING IS 3 IN. D. GYPSUM BOARD' - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 3. THROUGH PENETRANTS - ONE NONMETALLI PIPE IPE TO BE INSTALLED EITHER ECCENTRICALLY OR CONCENTRICALLY W THIN I THE FIRESTOP SYSTEM, THE ANNULAR SPACE BETWEEN THE THROUGH PENETRANT AND THE PERIPHERY OF THE OPENING SHALL BE A MIN 0 IN. (POINT CONTACT) TO A MAX OF 5/8 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR- CEILING ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED. A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER ®SDR13,5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 4, FILL, VOID OR CAVITY MATERIAL■ - SEALANT - MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE AND FLUSH WITH BOTTOM SURFACE OF LOWER TOP PLATE. AT POINT CONTACT LDCATION, A MIN 1/2 IN, DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED FLUSH WITH BOTTOM SURFACE OF LOWER TOP PLATE. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK Reproduced by HILTL Inc. Courtesy of Underwriters Laboratories, Inc. In V �� June 20, 2000 Hiitl Firestop Systems FIRE CAULK — HLTi SYSTEM No. F 0 O-Ll � UP TO 2e CPVC 9 WOOD FLOOR TRUSS - i E SCALE: NONE Automat" Firs Sprink"n, Inc. 00205N Firs SpNnklere, km NFPA 14 GENERAL NOTES SCALE: NONE 00329N System No. W— L-1054 F RatkVs - 1 and 2 Hr (Kass items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq L Rating At 400 F - 44 CFM/Sq Ft 81BCTION A -A 1, WALL ASSEMBLY -- THE IOR 2 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 3Y 4 IN. LUMBER SPACED 16 IN, OC, STEEL STUDS TO BE MIN 2 -1/2 IN. WIDE AND SPACED MAX 24 IN. OC, WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPE:NIiNG SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW - ATTACHED TO THE STEEL STUDS AT EACH END, THE FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. WIDER AND 4 TO 6 IN. HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. CLEARANCE IS PRESENT ]BETWEEN THE PENETRATING ITEM AND THE FRAMING ON ALL FOUR SIDES, B. GYPSUM BOARDx -- 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U4010 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 32 -1/4 IN. FOR STEEL STUD WALLS, MAX DIAM OF OPENING IS 14 -1/2 IN. FOR WOOD STUD WALLS, THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. 2, THROUGH - PENETRANTS -- ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2 -1/4 IN. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PIPE;, CONDUIT OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREE'S FROM PERPENDICULAR, PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAYBE USED( A. STEEL PIPE -- NOM 30 IIN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B, IRON PIPE -- NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE, C. CONDUIT -- NOM 4 IN DIiAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 6 IN, DIAM STEEL CONDUIT, D. COPPER TUBING -- NOM 6 IN, DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING, E, COPPER PIPE -- NOM 6 IfN, DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FILL, VOID OR CAVITY MATERIAL* -- SEALANT -- MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE AND WALLA MIN 112 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE WALL INTERFACE ON BOTH SURFACES OF WALL , HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -ONE SEALANT xBEARING THE UL CLASSIFICATIONI MARK SS IF Reproduced by HILTL Inc. Courtesy of Underwriters Laboratorles, Inc, Wits Fir estop Systems June 20, 2000 FIRE CAULK — HILTI SYSTEM No. W—L -1054 C> UP TO 12' STEEL PIPE G DRYWALL i TO E E SCALE: NONE Automatic Fire Spr**", ra 00211N Fire Spr)nklars, kxL TYPICAL CPVC CURE TiiuES SCALE: 1 " = 2' 00415N NOTE REFER TO ° ARCHITECTURAL DOCUMENTS FOR ADDITIONAL INFORMATION, BARRIER TO BE LIMITED - NOTE ALL BATHROOMS THAT ARE COMBUSTIBLE OR NON- COMBUSTIBLE NOT SPRINKLERED ARE REQUIRED MATERIAL PROVIDING A 15 MINUTE TO HAVE A 15 MINUTE THERMAL THERMAL BARRIER BARRIER BEHIND FIXTURES, C> TYPICAL SECTION AT TUB /SHOWER E SCALE: NONE Automatic Fre Sprink"n, kxL 00364N (SAMPLE SPARE SPRINKLER CABINET SHOWN) NFPA 13R 6.4.1 - AT LEAST THREE SPARE SPRINKLERS OF EACH TYPE, TEMPERATURE RATING, AND ORIFICE SIZE USED IN THE SYSTEM SHALL BE INSTALLED ON PREMISES. a (1) 12 -HEAD SPARE HEAD BOXES WITH WRENCHES WILL BE LEFT AT CLUBHOUSE / LEASING CENTER. O (1) SPARE HEAD BOX WITH WRENCHES WILL BE LEFr PER BUILDING. O DRY SPRINKLER HEADS WILL NOT BE PROVIDED PER NFPA 13- 6.2,9.4 NFPA 13R SPARE SPRWI(LER HEAD CABINET N E SCALE: NONE Automatic Fire Sprinklers. ho. 00477N I (— QUANmY —, SPRINKLERS [SYM8.IlSTI2ND13RD14THl SIN ISIZEI K ITEMPI MODEL TOTAL PER FLOOR BUILDINGS TOTAL THIS SHEET DATE SUBMITTALS BY 08/11/10 QA REVIEW RP 08/11/10 SHOP DRAWINGS RP 3228 CHERRY PALM DRNE 30 NW 18TH TERRACE JACKSONVILLE FL 3EP68 -2748 TAMPA FL 3389 -8337 POMPANO REACH, FL 33064 -1408 PHONE (SIX 288 -3030 L PHONE (954) 99-3030 j REVISIONS i L"A WA XV I AUtomatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO. FLORIDA 222 CAPITOL COURT OCOEF, FLORIDA 34761 PHONE (40n 3030 FAX: (407) 658 -8028 JAaCWW fa. Z TAWA. FL POkVANO BEAM FL 113E8 DSMWTM AVE WEST 3228 CHERRY PALM DRNE 30 NW 18TH TERRACE JACKSONVILLE FL 3EP68 -2748 TAMPA FL 3389 -8337 POMPANO REACH, FL 33064 -1408 PHONE (SIX 288 -3030 PHONE (SIM 830 -0303 PHONE (954) 99-3030 FAX (904) 28"7e4 FAX (80 830 --MR FAX (964) 97-9424 FT. IIAYf338. FL CONCOM NC STATE LCBRSES, 4b83 LAFRMO AVE 4370 MOTORSPORT DRIVE NC SPAtAG.M 29748 FT. MYS'A PL 33906 -4924 CONCORD. Mc E8027 -8977 NC ALARIA 28741 SP LV PHONE (EM 433 -3030 PHUN9 (7041 782-3032 SC SPF&OGIR 8e FAX MM 433 -3E83 FAX (70411 795 -SM SC AL 61M 3386 Ft. King Colony Apartments Zephyrhllls, Florida I FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLEI DETAILS DRAWN BYI RYAN PETERSON TOTAL A /S. 1488 DATEI 08/11 /10 AHD Zephyrhills, Florida CONTRACT • W C 1 O O� O �.! IS THIS A CENTER OF TIIE J08? ❑YES NO SHEET x CONSTRUCTION TYPE V -A �CUPANCYI R -2 System No. W -L -2377 F Ratings — i and 2 Hr (See items i and 3) T Ratings — i and 2 Hr (See Items i and 3) L — Rating at Ambient — Lase that i CFM /Sq Ft L — Rating at 400 F — 4 CFM/Sq Ft ■ PERMISSIBLE BENDING DEFLECTIONS SDR 13,5 (73'F) (ONE END RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 1 10' 12' 15' 1 17' 20' • 1,3' 7,8' 15,4' 31.3' 45.1' 70.5' 1 90.6' 125,4' 1' 1,0' 6.3' 12.3' 25.0' 36.0' 56,3' 72.3' 10011' W 0.8 5,0' 9.7' 19.8' 28.5' 44.6' 57.3' 793' IV 0.7' 4.3' 8.5' 17,3' 24,9' 39.0' 501' 693' 2' 0.6' 3.5' 6.8' 13,9' 20.0' 31.2' 40.0' 55,4' 2V 0,5' 2.9' 5,6' 11,4' 16.5' 25,8' 33.1' 45.8' 3' 014' 1 2.4' 4.6' 9.4' 1 13.5' 21.2' 272' 3716' L FEET ` D 2 d = 0,329 D \ ` d INCHES PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F) (BOTH ENDS RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' Y4• 0.3' 2.0' 3.8' 7.8' 11,3' 17,6' 22.6' 31.3' 1' 0.3' 1,6' 3.1' 6.3' 9.0' 14.1' 18.1' 25.0' 1!I' 0,2' 1,2' 2.4' 5.0' 7.1' 112' 14.3' 1918' lYz' 0.2' 1,1' 21' 4.3' 6.2' 9.7' 12.5' 17,3' 2' 0.1' 019' 1.7' 3,5' 5.0' 7.8' 10.0' 13.9' 2V 0.1' 0.7' 1.4' 2,9' 4.1' 6,4' 8,3' 11.4' 3' 0.1' 0,6' 1.2' 2.4' 3,4' 5.3' 6.8' 9.4' - L FEET / L2 D \ d INCHES d = 0.0823 D \ / CPVC BETDINO DEFLECTIONS C>\0 E SCALE: 1 " = 2' Automatk Firs Sprhklers, nc. 00416N #12 X tY" HARDENED STRAP MAY BE USED HEX HEAD IN THIS POSMON AS A SELF- THREADING SCREW RESTRAINER ONLY CPVC \ TO SPRINKLER 21 LINE � r GA � GF -; �-o Ga j TOLCO FIG. 22 PIPE 7 ; STRAP (SIZED TO PIPE) GT FRAMING MEMBER HANGER #04F FOR 3 /4 TO 2' CPVC PPE SCALE: NONE 0 &AVASHMEM -aV%oww�& Automatic Fira Sw•inidws. Ino• 00251N ALTERNATE USAGE OF FIG. 24 PIPE HANGER WOOD FRAMING MEMBER VEW 'A' %' ` ALTERNATE USAGE OF FIG. � 24 PIPE HANGER A TOLC FlG. 24 PIPE HANG ER PVC SPRINKLER LINE HANG Z111 2 X 1Y' HARDENED HEX" TO 21 HEAD SELF - THREADING SCREW (X2) HANGER #04J FIG. 24 HANGER FOR 3 /4 TO a CPVC PPE C> SCALE: NONE Automatic firs, Sprinklers. Inc,• 00282N TYPICAL TYPICAL LIGHT FIXTURE SPRINKLER 36' _ MINIMUM IN ROOMS /COMPARTMENTS 400 CU. FT. OR LESS, SPRINKLERS MAY BE PLACED REGARDLESS OF LOCATION OF OBSTRUCTIONS. NFPA 13A 0 130 SPAMER CLEARANCE W/ LJGHT FIXTURE E SCALEi NONE Automatic Firs Sprinklers, Inc. 00504N CEILING FINISHED CEILING TYPICAL ATTIC PIPNG INSULATION DETAIL �• SCALE: NONE WWI_Y E Fire Sprinklers. Inc. 00352N TYPICAL B PENDENT SPRINKLER A TYPICAL, OBSTRUCTION DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN.) (B) LESS THAN 1 FT. 6 IN. 0 1 FT. 6 IN TO LESS THAN 3 FT. 1 3 FT. TO LESS THAN 4 FT. 3 4 FT. TO LESS THAN 4 FT. 6 IN. 5 4 FT. 6 IN. TO LESS THAN 6 FT. 7 6 FT. TO LESS THAN 6 FT. 6 IN. 9 6 FT. 6 IN. TO LESS THAN 7 FT. 11 7 FT. AND GREATER 14 NFPA 13R 9 130 RESIDENTIAL PENDENT SPRINKLER CLEARANCE W/ OBSTRUCTION E SCALE NONE Automatic Fire Sprinklers. Inc. 00527N ANY DIST (112 'S' DR SPRINKLER TEE DROP SUPPORT SPACING WITH ONE RESTRAINT POINT - SEE TABLE 1 BELOW SPRINKLER 90' ELL DROP SUPPORT SPACING WITH ONE RESTRAINT POINT - SEE TABLE 1 BELOW TABLE 1 - SPRINKLER SUPPORT SPACING DISTANCE WITH ONE RESTRAINT POINT NOM. PIPE SIZE 'R' @ LESS THAN 100 PSI 'R' @ GREATER THAN 100 PSI N4 INCH 0' -9' 0' -6' 1 INCH 1' -0' 0' -9' 1% INCH 1' -4' 1' -0' 13� INCH 2' -0' 1' -0' >IY 2 INCH 2' -0' V -0' SPRINKLER DROP SUPPORT SPACING WITH TWO RESTRAINT POINTS - SEE TABLE 2 BELOW I~ L MAX -� MAXIMUM SUPPORT SPACING SEE TABLE 3 BELOW HANGER OR CLAMP (TYPJ TABLE 2 - SPRINKLER SUPPORT DISTANCE WITH TWO RESTRAINT SPACING POINTS NON, PIPE SIZE 'S' @ LESS THAN 100 PSI 'S' @ GREATER THAN 100 PSI INCH 4' -0' 3' -0' 11 INCH 5' -0' 4' -0' W4 INCH 6' -0' 5' -0' lid INCH 7' -0' 7' -0' >11h INCH 7' -0' 7' -0' TABLE 3 - MAXIMUM SUPPORT SPACING NOM, PIPE X INCH 1 INCH lY INCH L3 INCH 2 INCH 2,� INCH 3 INCH SIZE 1 7 2' SPLIT RING HANGER O 2' X 1" CPVC BUSHING Io 1" X 14" SPIGOT ADAPTER ►e 2' SUPPORT 51_6• 6' -0' 6' -6' 7i' -0' 8' -0' 9' -0' 10' -0' SPACING V CPVC 9V ELL 20 2' CPVC PIPE O Y' PRESSURE CAUGE La Y CPVC GROOVED ADAPTER C, Firs Sprinklers. Ina TYPICAL CPVC CE SPACM SCALE: NONE 00356N NON MANDATED MANUAL DRY STANDPIPE AS PER LOCAL A.H.J. CRITERIA 5009Pn 2 100ps1 STD STAIR WELL lo w /1 /214" CAP 4' RISER �ATffD LHT 3RD FLOOR ( -HE ATED UNIT? 2 w 214" CAP 4' PIPE RUN WILL BE IN UNIT NOT IN STAIR WELLS 4' RISER 5' -30' STORZ FDC 2ND FLOOR I 1ST FLOOR �L _ I I - -- Zi - - - - -- -- i -- TYPICAL DRY STANOPPE SECTION SCALE: NONE Firs Sprinklers roc,. L Fire Sprinklers. Ino. TYPICAL 2' CPVC RISER SCALE: 3/4' =1' INSULATION (BY OTHERS) UNHEATED , \\ �� ATTIC \\ / P FLOOR D FLOOR Y T FLOOR TYPICAL CROSS - SECTION E SCALE: NONE Automatic Fire Sprinklers. Inc. ■ i O 134" CPVC PIPE O 114" CPVC FEMALE X SLIP ADPT. O U4" X 4" GALV. THRD. NIPPLE COMPONENT LIST O 134" GALV. 90' ELL 0 1} ' FPPI SWING CHECK VALVE O 114" X 2" GALV. THIRD. NIPPLE Q 1h' X 3" GALV. THIRD. . NIPPLE 0 214' RESIDENTIAL FDC W/ PLATE, PLUG (D 14" CPVC 9 1r ELL & CHAIN 18' MIN. ` 48' MAX. s Inc. A ^,^^ B ,A OVE GRADE ° ' lvv1 � � , • ° 3 Fir" Sprinklerc. Hazard Fro Protection Engineering, Inc. 222 CAPMX COURT OCOEF. FL 34781 Pit (407) 877 -5578 FAX (407) 656 -8028 Certificate of Authorization Number 29038 Robert J. Dewar, RE Lic-sroo No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW JONSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE, SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTDPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW,SYSTEMCOMPATIBLE.COM COPYRI wr ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES ES7MATES AND DATk INCLUDING COMPUTER PRCGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF VAYNE AUTOMATIC FIRE SPRINKLERS, INC. (VAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS, ES DAMAG, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIGNS. NT 1R'rER IMPORTA O INFORMATION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA N25 AS THE APPLICABLE STANDARD FUR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /CR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF VAYNE AUTOMATIC FIRE SPRINKLERS INC. WATER SUPPLY INFORMATION COMPONENT LIST � Q +� O 2' CPVC CROSS O 34' X A4 GAILY. BUSHING 1 7 2' SPLIT RING HANGER O 2' X 1" CPVC BUSHING Io 1" X 14" SPIGOT ADAPTER ►e 2' X 2' X 1' CPVC REDUCING TEE O 1" CPVC 90' ELL IL CPVC GLUE -IN FLOW SWITCH I9 1' CPVC PIPE O 1" CPVC BALL VALVE I2 2" CPVC 9V ELL 20 2' CPVC PIPE O Y' PRESSURE CAUGE La Y CPVC GROOVED ADAPTER 21 2" RCV GLOBE GROOVED CHECK VALVE O Y" 3 -WAY VALVE L4 1' CPVC 45' ELL 0 2' GLOBE GROOVED BUTTERBALL VALVE O7 Y' GALV. PLUG 15 SAWN HEAD 23 2' FLEXIBLE GROOVED COUPLING Q J4' X 3' GALV. NIPPLE L6 1' SPLIT WALL PLATE z4 2" X 2" X 114' CPVC REDUCING TEE DENSITY 12 TO SYSTEM INNOMMON W t2 TO SYSTEM L Fire Sprinklers. Ino. TYPICAL 2' CPVC RISER SCALE: 3/4' =1' INSULATION (BY OTHERS) UNHEATED , \\ �� ATTIC \\ / P FLOOR D FLOOR Y T FLOOR TYPICAL CROSS - SECTION E SCALE: NONE Automatic Fire Sprinklers. Inc. ■ i O 134" CPVC PIPE O 114" CPVC FEMALE X SLIP ADPT. O U4" X 4" GALV. THRD. NIPPLE COMPONENT LIST O 134" GALV. 90' ELL 0 1} ' FPPI SWING CHECK VALVE O 114" X 2" GALV. THIRD. NIPPLE Q 1h' X 3" GALV. THIRD. . NIPPLE 0 214' RESIDENTIAL FDC W/ PLATE, PLUG (D 14" CPVC 9 1r ELL & CHAIN 18' MIN. ` 48' MAX. s Inc. A ^,^^ B ,A OVE GRADE ° ' lvv1 � � , • ° 3 Fir" Sprinklerc. Hazard Fro Protection Engineering, Inc. 222 CAPMX COURT OCOEF. FL 34781 Pit (407) 877 -5578 FAX (407) 656 -8028 Certificate of Authorization Number 29038 Robert J. Dewar, RE Lic-sroo No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW JONSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE, SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTDPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW,SYSTEMCOMPATIBLE.COM COPYRI wr ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES ES7MATES AND DATk INCLUDING COMPUTER PRCGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF VAYNE AUTOMATIC FIRE SPRINKLERS, INC. (VAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS, ES DAMAG, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIGNS. NT 1R'rER IMPORTA O INFORMATION - THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA N25 AS THE APPLICABLE STANDARD FUR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND /CR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF VAYNE AUTOMATIC FIRE SPRINKLERS INC. WATER SUPPLY INFORMATION � Q +� FIRE PUMP N/A SIZE: GPM 0 PSI N/A STATIC PRESSURE 60 N/A HYDRANT E D. 2 RESIDUAL PRESSURE 22 N/A DATE OF TEST 7/1/10 FLOW IN GPM 2015 N/A TIME OF TEST 8 AM PITOT READING 22 NUMBER OF PORTS FLOWED 1 (4' PROVIDED TEST BY WAYNE AUTOMATIC FIRE SPRINKLERS FORT KING ROAD - NEAR SITE DESIGN CRITERIA DESIGN AREA H CLASS AZARD s F a OF SPRINKLERS IN DENSITY INNOMMON W DESIGN AREA S.F. PSI REQ'D 0 BR3 INNEWOMMON GPM REQ'D 0 BR3 PSI REQ'D 0 TEST INEWOMMIMMO GPM REQ'D 0 TEST - GIV A TM HOOT %"NW DOMESTIC DE]dAND ymm My 1: 1 - m I NO. I DATE I REVISIONS I BY T I WA"E Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEF_ FLOFWA 3x17'81 PHOPEs (407) 3030 FAXt (407) 668 -9028 JAClCSON V 11<, FL TAMPA. FL POMPANO BEACFI FL TON 11328 DISTROUT AVE WEST 3226 MEMY FAIN am 321 NW ISTH Tff"CE JACK80NVLLE FL 32266 -2746 TAMPA, FL 33679 -8337 P"ANO HEACN FL 33084 -0408 PHDre (804) 268 -3030 PHONE (8(3) 630 -0303 PHOM (954) 917 -3030 X X FA (904) 218 -0724 FAX (SO 030-032 FA (864) 9D -9424 FT. MY1M FL CONCDFA NC STATE LICU%%9: 4683 LAREW AVE 4370 MOTORSPOFT DFWS NC SPFCIO.FM 28746 FT. MYERS, FL 33906 -4924 CONDI O. NC 28027 -8877 W AL AF#A 26741 SP LV F' F (2MM 38MM 433 -3030 FAX- V" 30 FAX 9C ALNU 3385 433 -3263 Ft. King Colony Apartments ay 1 Ze h rhills Florida FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLES DETAILS DRAWN BYI RYAN PETERSON TOTAL A /S) 1488 DATES 08/11/10 AH,1 Zephyrhills, Florida CONTRACT U W C 1 O O� O O IS THIS A CENTER OF TILE JOB? � YES NO SHEET N CONSTRUCTION TYPE V -A OCCUPANCY R -2 R -30 INSULATION TO FULLY COVER THE FIRE PROTECTION SYSTEM IN ATTIC (BY OTHERS) TRUSS JOIST OR TYPICAL SPRINKLER -J BRANCH, DROP & HEAD OCCUPIED �-� CONDITIONED SPACE Ia214" HOSE AA 4' CK, VA, \ w /2�F CAP 2' DRAIN i HEATED HEATED UNIT UNIT i 1 3RD i C HEATED � HEATED UNIT UNIT 2N HEATED � HEATED UNIT � UNIT 1S ' ATR (LENGTH AND ATTACHMENT TO WALL T.B.D. BY JOB) NOTE AN HEAD ORIFICE 15 TO BE EQUAL TO OR ALLER THAN THE SMALLEST SPRINKLER ORIFICE IN SYSTEM 1M ® ®E3E3m®® © ©0 s s F a INNOMMON W WE INNEWOMMON INEWOMMIMMO M000 = =000 nommommom M � �.■� • •r psi T 1 h E 0I I NO. I DATE I REVISIONS I BY T I WA"E Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEF_ FLOFWA 3x17'81 PHOPEs (407) 3030 FAXt (407) 668 -9028 JAClCSON V 11<, FL TAMPA. FL POMPANO BEACFI FL TON 11328 DISTROUT AVE WEST 3226 MEMY FAIN am 321 NW ISTH Tff"CE JACK80NVLLE FL 32266 -2746 TAMPA, FL 33679 -8337 P"ANO HEACN FL 33084 -0408 PHDre (804) 268 -3030 PHONE (8(3) 630 -0303 PHOM (954) 917 -3030 X X FA (904) 218 -0724 FAX (SO 030-032 FA (864) 9D -9424 FT. MY1M FL CONCDFA NC STATE LICU%%9: 4683 LAREW AVE 4370 MOTORSPOFT DFWS NC SPFCIO.FM 28746 FT. MYERS, FL 33906 -4924 CONDI O. NC 28027 -8877 W AL AF#A 26741 SP LV F' F (2MM 38MM 433 -3030 FAX- V" 30 FAX 9C ALNU 3385 433 -3263 Ft. King Colony Apartments ay 1 Ze h rhills Florida FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLES DETAILS DRAWN BYI RYAN PETERSON TOTAL A /S) 1488 DATES 08/11/10 AH,1 Zephyrhills, Florida CONTRACT U W C 1 O O� O O IS THIS A CENTER OF TILE JOB? � YES NO SHEET N CONSTRUCTION TYPE V -A OCCUPANCY R -2 R -30 INSULATION TO FULLY COVER THE FIRE PROTECTION SYSTEM IN ATTIC (BY OTHERS) TRUSS JOIST OR TYPICAL SPRINKLER -J BRANCH, DROP & HEAD OCCUPIED �-� CONDITIONED SPACE Ia214" HOSE AA 4' CK, VA, \ w /2�F CAP 2' DRAIN i HEATED HEATED UNIT UNIT i 1 3RD i C HEATED � HEATED UNIT UNIT 2N HEATED � HEATED UNIT � UNIT 1S ' ATR (LENGTH AND ATTACHMENT TO WALL T.B.D. BY JOB) NOTE AN HEAD ORIFICE 15 TO BE EQUAL TO OR ALLER THAN THE SMALLEST SPRINKLER ORIFICE IN SYSTEM FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLES DETAILS DRAWN BYI RYAN PETERSON TOTAL A /S) 1488 DATES 08/11/10 AH,1 Zephyrhills, Florida CONTRACT U W C 1 O O� O O IS THIS A CENTER OF TILE JOB? � YES NO SHEET N CONSTRUCTION TYPE V -A OCCUPANCY R -2 R -30 INSULATION TO FULLY COVER THE FIRE PROTECTION SYSTEM IN ATTIC (BY OTHERS) TRUSS JOIST OR TYPICAL SPRINKLER -J BRANCH, DROP & HEAD OCCUPIED �-� CONDITIONED SPACE Ia214" HOSE AA 4' CK, VA, \ w /2�F CAP 2' DRAIN i HEATED HEATED UNIT UNIT i 1 3RD i C HEATED � HEATED UNIT UNIT 2N HEATED � HEATED UNIT � UNIT 1S ' ATR (LENGTH AND ATTACHMENT TO WALL T.B.D. BY JOB) NOTE AN HEAD ORIFICE 15 TO BE EQUAL TO OR ALLER THAN THE SMALLEST SPRINKLER ORIFICE IN SYSTEM R -30 INSULATION TO FULLY COVER THE FIRE PROTECTION SYSTEM IN ATTIC (BY OTHERS) TRUSS JOIST OR TYPICAL SPRINKLER -J BRANCH, DROP & HEAD OCCUPIED �-� CONDITIONED SPACE Ia214" HOSE AA 4' CK, VA, \ w /2�F CAP 2' DRAIN i HEATED HEATED UNIT UNIT i 1 3RD i C HEATED � HEATED UNIT UNIT 2N HEATED � HEATED UNIT � UNIT 1S ' ATR (LENGTH AND ATTACHMENT TO WALL T.B.D. BY JOB) NOTE AN HEAD ORIFICE 15 TO BE EQUAL TO OR ALLER THAN THE SMALLEST SPRINKLER ORIFICE IN SYSTEM ' ATR (LENGTH AND ATTACHMENT TO WALL T.B.D. BY JOB) NOTE AN HEAD ORIFICE 15 TO BE EQUAL TO OR ALLER THAN THE SMALLEST SPRINKLER ORIFICE IN SYSTEM V�i 0 a9 svl J# , 1 3t Ay ,o QKd.d�Qd�1� 013 3 < -A tjk &j)(3 , VVIr L , J�.4XVid-11- A Ok Lit) aE A h1 Alb V T S". FIRM v4d llimx4 ootv ir -IJ t..€- of PtopoeirW 8' Water Main in Pj 14 LF of Proposed Typo *0 J av L l – )OL \--Sea TUM09 Ur Wand Curb rA;V0W;IY Pa fwvnol FultkroWet TiP 1 11O.Top 6ntrudor to jtj watof 4*A4, L)pp.na s;, ,rj vq and 4" wry; co p 9 county Owl, 01. ruito Volvo. Wrt rf,+p Co (1tT41.19t 10 JRMA(l WA i arid 0 Vrifim, 1 0WA3Y 0*jMJe3 PirerMon(Wth V of FO .9,5 FORU, KING ROAD (county Road) - Phase 1 7 7 �1111, Am cortcroto Collar U miw t�ox (MACh VaVervent 40f- EXI-aiiing North Plight-01-Way Iv v- v-z —4. A/1 p DAUGHTERY ROAD (County Road) NOTES 1. NO trocK typo Oquipmont M11 40 A40 01),30YmPMUC or o060010 wifficos. I.. Turnout -oh.all bo con*ut;tod In accordanco with FOOT Indox #51 2, Nobt two 14no 0011 bo 004,truc"0f1 in phaoo i. I No trock type equipment w14 bo o9owodon nnyoophOla 0fW,1v0t0 4, Safe podautdari vill t>o mi)[rijai It r,lj Qmo�, I My , 4dowalkvohtch 6acorne3 tindarm1nod, muM be romove4arO wpfacm. I),. 81do*a.1k ronnocilons to roadways mu�t meot r.;j(rant XDA Mandords par P.D.(: �T� Indox 304. 1. Pot co ccunly shalt havo no maintonance Wqawn lo 0*1 "aroa. 8. A)1 ttillno controf 40 I.Q.*, Miming I Con4" lypo c1qris v ill complywid-i F ntaodtirds during tAo c7'sn phi-mu, 9. All oxisUng dralm) jfj to bo malinfali.i and rostofirml to dwAgn 10* 11nos. � i No wwk, axcoot for omotgoncy ty-po rm d aflor and b wnrhu, 1 1, NO OPEN CUTS wiftut �.poclfk opprovil firom the county C-nf41ncvr, Trail Pavement Section -Subgrude * 12" or Typo 8 Stabilization with cornpactod cubgrado to M% MP (LUR 40) 2 - 7 F Turning Lane and Driveway Pavement ru Vic concroto k I y po 5-3,) 0,1!30 a 6* or cru tonvoto Subtjmedo = 12 of Typo 0 StabilizatlorwAth compacted subgradu to 98% MP (LIBR 40) Fcr additional dc v�oo sldovyaA dotalls on tuheat 19 strxtural Numtxir Required 3.00 2.5 x 0.44 1 Ox 0,18 1,08 12 x 0.03 0.06 S11w,ural NumborProvlded 3*14 Offs ite Pavement Widening FrIaloo Cout5a a I" FC 9.5 /- StrWUMI COUN-0 - ,4° X. phaltid concTecto (Typo -S-3) Sub a 12" of Typo B 341111za "Ion eilli compacled sub�rado to 98% MP (LOR Stirtclural Numb Required a 3,70 I Y, Q.44 a 0,44 3 x OA4 a 132 0 x 0,18 1:08 12,x 0,06 Gtrxtural Nurtiber 3.60 --- -- — - ----- - YZY Checked: Scale: KvAtm i,liri !.torn ryJ= r1 Job No: t A4 rvdoi� Sheet Of 27 Shoots Ct"IfVjou V W(mA Melod v1di & Del a I K,PmA WA 0* ewnr-.W 0 roo F"Irj pvvrl� W >1 LL > 0 0 No'. A h1 Alb V T S". FIRM v4d llimx4 ootv ir -IJ t..€- of PtopoeirW 8' Water Main in Pj 14 LF of Proposed Typo *0 J av L l – )OL \--Sea TUM09 Ur Wand Curb rA;V0W;IY Pa fwvnol FultkroWet TiP 1 11O.Top 6ntrudor to jtj watof 4*A4, L)pp.na s;, ,rj vq and 4" wry; co p 9 county Owl, 01. ruito Volvo. Wrt rf,+p Co (1tT41.19t 10 JRMA(l WA i arid 0 Vrifim, 1 0WA3Y 0*jMJe3 PirerMon(Wth V of FO .9,5 FORU, KING ROAD (county Road) - Phase 1 7 7 �1111, Am cortcroto Collar U miw t�ox (MACh VaVervent 40f- EXI-aiiing North Plight-01-Way Iv v- v-z —4. A/1 p DAUGHTERY ROAD (County Road) NOTES 1. NO trocK typo Oquipmont M11 40 A40 01),30YmPMUC or o060010 wifficos. I.. Turnout -oh.all bo con*ut;tod In accordanco with FOOT Indox #51 2, Nobt two 14no 0011 bo 004,truc"0f1 in phaoo i. I No trock type equipment w14 bo o9owodon nnyoophOla 0fW,1v0t0 4, Safe podautdari vill t>o mi)[rijai It r,lj Qmo�, I My , 4dowalkvohtch 6acorne3 tindarm1nod, muM be romove4arO wpfacm. I),. 81do*a.1k ronnocilons to roadways mu�t meot r.;j(rant XDA Mandords par P.D.(: �T� Indox 304. 1. Pot co ccunly shalt havo no maintonance Wqawn lo 0*1 "aroa. 8. A)1 ttillno controf 40 I.Q.*, Miming I Con4" lypo c1qris v ill complywid-i F ntaodtirds during tAo c7'sn phi-mu, 9. All oxisUng dralm) jfj to bo malinfali.i and rostofirml to dwAgn 10* 11nos. � i No wwk, axcoot for omotgoncy ty-po rm d aflor and b wnrhu, 1 1, NO OPEN CUTS wiftut �.poclfk opprovil firom the county C-nf41ncvr, Trail Pavement Section -Subgrude * 12" or Typo 8 Stabilization with cornpactod cubgrado to M% MP (LUR 40) 2 - 7 F Turning Lane and Driveway Pavement ru Vic concroto k I y po 5-3,) 0,1!30 a 6* or cru tonvoto Subtjmedo = 12 of Typo 0 StabilizatlorwAth compacted subgradu to 98% MP (LIBR 40) Fcr additional dc v�oo sldovyaA dotalls on tuheat 19 strxtural Numtxir Required 3.00 2.5 x 0.44 1 Ox 0,18 1,08 12 x 0.03 0.06 S11w,ural NumborProvlded 3*14 Offs ite Pavement Widening FrIaloo Cout5a a I" FC 9.5 /- StrWUMI COUN-0 - ,4° X. phaltid concTecto (Typo -S-3) Sub a 12" of Typo B 341111za "Ion eilli compacled sub�rado to 98% MP (LOR Stirtclural Numb Required a 3,70 I Y, Q.44 a 0,44 3 x OA4 a 132 0 x 0,18 1:08 12,x 0,06 Gtrxtural Nurtiber 3.60 Lill F-M5 Galu% A, Vjiqi.,oz P004 Clrfo —r' is 21110 ocle - - - ------------- Drawn: --- -- — - ----- - YZY Checked: Scale: 1"--30' D W t r l xt <I�. Job No: co Sheet Of 27 Shoots W >1 LL > 0 0 CL E 0 -0 0 Ce C CL SOW*" 0 mirM N LL d Lill F-M5 Galu% A, Vjiqi.,oz P004 Clrfo —r' is 21110 ocle - - - ------------- Drawn: --- -- — - ----- - YZY Checked: Scale: 1"--30' D W t r l xt <I�. Job No: 1372-10 Sheet Of 27 Shoots i i w N I o W v N M U D 7 cD —t D 7 D 10 D O 7 D_ f COMPONENT LIST O 2" CPVC GROOVED ADAPTER O 2" FLEXIBLE GALV, GRV, COUPLING O 2" TYCO RISER MANIFOLD GRV -GRV 14 COMMERCIAL 23 TO SYSTEM 4 2" GROOVED COUPLING 5 1" CPVC MNPT X SLIP ADPT. O 6 2" RCV GLOBE GROOVED CHECK 18 SEE HYDRAULIC DATA VALVE PLATE DETAIL O 1" CPVC 90' ELL t3 O Y" X 3" GALV, THRD, NIPPLE DETAIL VIEW 9 V BRONZE 3 -WAY VALVE FROM OPPOSITE 10 y," X 327" DIA. PRS, GAUGE SIDE OF WALL It Y," GALV, THREADED PLUG t 12 2" GLOBE GROOVED BUTTERBALL 2 VALVE 13 2" SPLIT -RING HANGER !q 14 2" CPVC 99 ELL Ir 3 4 16 I" SPLIT WALL PLATE 5 17 2" CPVC TEE 0 8 9 la 2" CPVC PIPE 6 10 1 I9 I" CPVC PIPE 19 12 20 4" DIP UNI- FLANGE(BY OTHERS) N 9 - 2 21 z2 4" NUT, BOLT do GASKET KIT 16 13 23 6" 120V BELL W/ WEATHER PROOF BACK 24 HEAD BOX a ° a 4 Q TYPICAL 2 CPVC COMMERCIAL RISER MANIFOLD WITH GAUGE, CHECK. BUTTERBALL AND CPVC DRAW -- WITH 4' SUPPLY F Sprinklers, Inc. . CLUBHOUSE RISER DETAIL SCALE: 314 I' 00316L 111111 \ J I - \ - I -- I Mum mom BLDG 3 TYPE IIIA � y ' BLDG 2 6' DOUBLE MMC70if O � y ®� TYPE III XADN - S >a 1 �Q �>t ® V • 1\y �0 OR OR J _LLLU(?H_ BLDG 4 TYPE XVIII YU13MIT1EDFLAN(S) B 3Y ZEPHYRII LLS F ' 0 ' Date Itav iew er: -- N \ I Please be advised this reviewf of plans submitted is a cursory rev to assist the contractor in compliance With applicable fire safety codes. This review is not intended to be a Thal approval of the submitted plans. It is the ntractor's sole responsibility to ensure that the plans are in rnplete compliance with all applicable NFPA codes and t__ I ordin �nces. in the event that further examination or nspect4i reveals areas of non - compliance, it shall be th ntj a !or's sole responsibility, at their so'e expense to brg the -A areas in compliance. The City assumes no respon 'Li iy for the contractors failure to be in complie with 4- ;Vlicable NFPA Codes and local ordina rMs. BLDG I TYPE IIIA 4 KEY PLAN N.T.S. II80 MOT BLDG 5 TYPE III 1 � LAUNDRY IS ( H 05.6 1 K =5.6 191 i ___ , N ..I O ® v\ (I O c YNE AUTOMATIC START *I '-(r A F.F. MMIq DETAIL I UKs CONT, 8EE KEY PLAN 1 LU 1� e lso, 90' r AV. PIPE ��__ OOM PANDI WaD RANGE �A .A,F,S. TO START @ V -0' A.F.F. ROTATED FOR CLARITY Y TO SYSTEM -(BY OTHERS) STUB -UP DETAIL NOT TO SCALE 0 Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE,FL 34761 PH: (407) 877 -5578 FAX: (407) 656-8026 Certificate of Authorization Number 29038 Robert J. Dewar PE. Licence No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC F!RE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEV .ONSTRUCTION, RE-PIPE AND REPAIR, CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPL[CA'IONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS QE SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH 'HE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT 4W4 SYSTEMCDMPAT13LECOM COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAV[NGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF VAYNE AUTCMATIC EIRE SPR[NKLERS. INC. !VAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT CR OTHERS. IN EXTENSION OF THIS PROJECT OR FOR ANY O'HER PROJECT ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED CRFIN, VITHOUT SPECIFIC VR[TTEN PERMISSION FROM VAFS VILL BE AT THE CLIENTS SOLE R[:K, VITICUT LIABILITY, UP LEGAL EXPOSURE TO VAFS, AND VILL ENT[TLE VAFS TO FLRTHER CBNPENSATION AT RATES TO BE AGREED ON BE TVEEN VAFS AND THE CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND e0.D VAFS HARMLESS FRGM ANY ANC ALL :LAIMS, DAMAGES, LOS SESS AND EX INCLUOW6 ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS , 3LOORTANT OWNER INFORMATION - THIS BRAVING [S BASED ON THE OWNERS ACCEPTANCE OF THE _h-EST LOTION OF NFPA c25 AS THE APPLICABLE STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER BASED F;RE PROTECTION SYSTEMS IF THE BUILDING OVNER HAS NET RECE[VED A COPY OF THIS PAMPHLET AND /OR IS NOT FAM[LIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFF;CE OF VAYtE AUTOMATIC FIRE SPRINMLERS, SNC. WATER SUPPLY INFORMATION DESIGN AREA CLUBHOUSE 1ST DROLUff OR WRAPOIATEO K0 BY FIRE PUMP N/A SIZE GPM 0 PSI N A STATIC PRESSURE F22 N/A HYDRANT ELEV, 2 RESIDUAL PRESSURE FT. MYEP.B. F9- N/A DATE OF TEST 1/1/10 FLOW IN GPM 5.6 N/A TIME OF TEST 8 AM PITOT READING 22 NUMBER OF PORTS FLOWED 45,7 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS HYDRANT LOCATION OR FORT KING ROAD - NEAR SITE DESIGN CRITERIA DESIGN AREA CLUBHOUSE 1ST 2ND 3RD HAZM CLASS NFPA 13 SIZE K TEMP OF SPRINKLERS IN 3 FAX (813) 830.0312 3 FT. MYEP.B. F9- DENSITY .15 TY2231 112 5.6 DESIGN AREA S.F. 180 SO, FT, FAX: (239) 433-3253 FAX: (704) 785 -6e35 9C ALAFM 3385 PSI REQ'D 0 BSR 45,7 GPM REQ'D 0 BSR 45.8 PSI REQ'D 0 TEST 53.6 GPM REQ'D 0 TEST 295,6 ELEVATION 0 HOOT SPRINKLER 9' -0" 250 GPM DOMESTIC DEMAND 0 SPRINKLERS SPACING S M WM UM MINIM COMMENTS IS 6' 1 13OSQ. FT MAX. 91 * DESIGN TO BE IN ACCORDANCE WITH 2007 EDITION OF FFPC. * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. * IF USED, ALL PLASTIC PIPE 3/4 THROUGH 2!2 SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F442. * IF USED, ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F438, ASTM F439 OR ASTM F1970. * ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A -135 OR A -795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND "MEGATHREAD', ALLIED "DYNATHREAD ", BULL MOOSE TUBE "EDDYTHREAD ", AND YOUNGSTOWN "EZ- THREAD ". * ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0. IK ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR 300 ANSI 816.3, CAST IRON CLASS 125 OR 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR 300 ANSI B16.3. * ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE. )N UNDERGROUND MAINS AND LEAD -INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL, COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. * HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. * REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. * WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS 633. CLUBHOUSE GENERAL NOTES AYNE S CALE; NONE A W V ,TmTlc Sprir)Ic {ere, Inc. N0. I DATE I REVISIONS I BY r � Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE. FLORIDA 34761 PHONE: (407) 8 -3030 FAX (407) 656 -8028 CLUBHOUSE LAUNDRY ROOM 4' 2' 1' 0 8' 16' _ III I I SCALE 1/8' = F [— QUANTrrr —, SPRINKLERS SYMB. 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL 04) FAX: (9 268-0724 FAX (813) 830.0312 3 FT. MYEP.B. F9- CCINCOM NC STATE UCQ4SE% 4683 LAREDO AVE TY2231 112 5.6 200' TY-F E to E" PMDW )MTH r'M FAX: (239) 433-3253 FAX: (704) 785 -6e35 9C ALAFM 3385 3 TOTAL PER FLOOR BUILDINGS 3 TOTAL THIS SHEET DATE SUBMITTALS BY 03/09/11 PERMIT R. J, 91 * DESIGN TO BE IN ACCORDANCE WITH 2007 EDITION OF FFPC. * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. * IF USED, ALL PLASTIC PIPE 3/4 THROUGH 2!2 SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F442. * IF USED, ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F438, ASTM F439 OR ASTM F1970. * ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A -135 OR A -795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND "MEGATHREAD', ALLIED "DYNATHREAD ", BULL MOOSE TUBE "EDDYTHREAD ", AND YOUNGSTOWN "EZ- THREAD ". * ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0. IK ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR 300 ANSI 816.3, CAST IRON CLASS 125 OR 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR 300 ANSI B16.3. * ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE. )N UNDERGROUND MAINS AND LEAD -INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL, COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. * HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. * REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. * WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS 633. CLUBHOUSE GENERAL NOTES AYNE S CALE; NONE A W V ,TmTlc Sprir)Ic {ere, Inc. N0. I DATE I REVISIONS I BY r � Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE. FLORIDA 34761 PHONE: (407) 8 -3030 FAX (407) 656 -8028 JACKSOWLLE, FL TAMPA. IFL POMPANO aEAM FL 11325 01STRBUTGNI AVE WEST 3229 CHERRY PALM ONVE 3121 NW 16TH TERRACE JACKSONVUM FL 32258-2745 TAMPA. FL 33519 -8337 L CI.PANO BAACK FL 33064 -14C18 PHONE (904) 265 -3030 PIIOrE (1313) 630 -0303 ?f10fE (954) 917 -3030 04) FAX: (9 268-0724 FAX (813) 830.0312 FAX: (864) 99-9424 FT. MYEP.B. F9- CCINCOM NC STATE UCQ4SE% 4683 LAREDO AVE 4370 MOTORSPORT OHVE NC SPRNIdH3! 29745 FT. MYERS FL 33905 -4924 CONMFI, NC 28027 -8977 NC ALAFM 26741 SP LV PHONra (239) 433-3030 PHONE (7041 782-3032 Sc SPRNKLM 1115 FAX: (239) 433-3253 FAX: (704) 785 -6e35 9C ALAFM 3385 Ft. King Colony Apartments Zephyrhills, Florida FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL. 33143 SHEET TITLE- LAUNDRY ROOM FIRE PROTECTION PLAN DRAWN V i RICHARD JIVIDEN TOTAL A /S- 3 DATE- 03 -08 -11 AHJ1 CITY OF ZEPHYRHILLS CONTRACT I I WC 1 00500 IS THIS A CENTER OF TILE J084 YES NO SHEET a CONSTRUCTION TYPD FP7 V -A OCCUPANCY) R -2 COMPONENT LIST O 2" CM GROOVED ADAPTER 02 FLEXIBLE GALV, GRV, COUPLING O 2" TYCO RISER MANIFOLD GRV -GRV 14 COMMERCIAL 23 �TO SYSTEM 4 2" GROOVED COUPLING 5 1' CPVC MNPT X SLIP ADPT. O 6 2" RCV GLOBE GROOVED CHECK t i z/ SEE HYDRAULIC DATA VALVE PLATE DETAIL 01" CPVC 90' ELL O Y" X 3" GALV, THRD, NIPPLE 9 Y" BRONZE 3 -WAY VALVE DETAIL VIEW FROM OPPOSITE tD V X 3Y" DIA. PRS, GAUGE SIDE OF WALL It V GALV, THREADED PLUG t 0 2" GLOBE GROOVED BUTTERBALL l`J \ VALVE 13 2" SPLIT -RING HANGER I,I Q• 3 14 2" CPVC 90' ELL )„ 4 I6 I" SPLIT WALL PLATE 5 0 t� 2" CPVC TEE 0 8 9 to 2" CPVC PIPE 6 1 10 11 8 1' CPVC PIPE 19 tz 20 4" DIP UNI FLANGE(BY OTHERS) N Y 2 22 4" NUT, BOLT & GASKET KIT 23 6" 120V BELL W/ WEATHER PROOF BACK za HEAD BOX Fire Sprinklers, Inc. O d d' e d c CLUBHOUSE RISER DETAIL 00316E LAUNDRY IS ( O 05.6 1 �O 05,6 1 9( T i T FIT T I I F I I\ I f I \ T SCOPE 0 WORK III 11 I �� t-I 1 ? 9 �� °� � - _ _ , 1 • 1 -- • � �° -� w � - - - - -z — - �. -- -- - -- - -,� -- v_ , <LUBH US - -- — I - BLDG 4 I BLDG 3 TYPE ! - TYPE IIIA XVIII -- .J I -- O BLDG 5 � TYPE III 2= 3tJI3MI'17'ED P , S) VE DEF, N REVIfi Eb `lY ZEPHY H f` IR 1 4 I O' ICE \ BLDG 2 6' DOODLE DETECTOR O \ / Iff]( DAaa>DU ° TYPE III (VILK114 330DA) Please be advised thi review of plans submitted is a ,r OAMY review to assist the contractor in compliance with applicable fie safety codes. This review is not intended to be a final approval of the sulwitted plans. It is the ° co tractor's sole responsibility to ensure that the plans are in ® \ c rp!ete cornpllance Mth all applicable NFPA codes and \ `�\ I ordinances. In the event that further examination or / OV \ \ s it I nspectKm reveals area8 of non cr�lrtpita e, It shaft be ®� \ ® r the ntractors sole responsibility, at their sole expense to ®� 15 br1'n( �oso areas in compliance. The City assumes responslb,' ry for the contractors failure to be in co plance with all app!�ab`le NFPA Codes and local di�"anc;6s. \, < C` BLDG 1 \\ a a TYPE IIIA ®' V\ C3 , 'XA to VF=Y PI A N1 N.T.S. CLUBHOUSE LAUNDRY ROOM 4' 2'1' 0 8' 16' I III i I SCALE 1/8' = F YNE AUTOMATIC ►TART 41 '1 ' -0' AFT. RISER DETAIL UKa CONT, $EE KEY PLAN e GALV. 9D' Y W V. PPE g �2'A' 00WPAMON WELD RANGE — — A.F,S. TO START @ V -0' A.F.F. I— - - -- FIK GRADE ROTATED FOR CLARITY UPPLY TO SYSTEM -(BY OTHERS) STUB -UP DETAIL NOT TO SCALE * DESIGN TO BE IN ACCORDANCE WITH 2007 EDITION OF FFPC. * DESIGN AND INSTALLATION TO BE . IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES, * IF USED, ALL PLASTIC PIPE 3/4 THROUGH 2!2 SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F442. * IF USED, ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F438, ASTM F439 OR ASTM F1970. * ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURERED IN ACCORDANCE WITH ASTM A -135 OR A -795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND "MEGATHREAD ALLIED "DYNATHREAD ", BULL MOOSE TUBE "EDDYTHREAD AND YOUNGSTOWN "EZ- THREAD ". * ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0. * ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR 300 ANSI B16.3, CAST IRON CLASS 125 OR 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR 300 ANSI B16.3, * ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED, WAFS POLICY IS TO USE HILTI FS ONE, * UNDERGROUND MAINS AND LEAD -INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. * HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. * REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. * WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS 633. CLUBHOUSE GENERAL NOTES AYNE SCALE: NONE Aubamatia Fir• Sprinkhrs, Mo. �G Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOff,FL 34761 PR (407) 877 -5578 FAX: (407) 656 -6026 Certificate of Authorization Number 29038 Robert J. Dewar, PE Licaras No. 70937 PER NFPA 25, 2002 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN HEV CONSTRUCTION, RE -P[PE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (!Ei SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTCPS, ETC. ANY PRODUCT THAT CCMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WVW SYSTEMCOMPATi31-ECOM COPYRIGHT ALL OOCUMENTS, INCLUDING ORIGINAL DRAVLNCS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND 'DATA, INCLUDING CGI`WU - ER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF VAINE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED. NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT OR DT HERS. DN EXTENSION OF THIS PROJECT. OR FOR ANY OTHER PROJECT ANY REUSE, OR ALAPTATION OF - HE INFORMA - 17N CONTAINED HEREIN, VI THOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT 7!C CLIENTS SOLE RISK, W.THOLT LIABILITY, DR LOCAL EXPOSURE TC VAFS. AND WILL ENTITLE WAFS TO FURTHER COMPCNSA`ICN AT RATES TO BE AGREED ON BE TVEEN `JAGS AND THE CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND HAD VAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMPORTANT OWNER INFOP— MATION - THIS LRA`✓ING ;S BASED IN THE D.NERS ACCEPTANCE IF THE LA-EST EDITION OF NFPA $25 AS THE APPLICABLE STANDARD FOR TIE INSPECTION, TESTING AND MAINTENANCE OF V TCR BASED FIRE PROTECTION SYSTEMS IF THE BUILDING CVNER HAS NOT RECEIVEO A COPY LF THIS PAMPHLET AND /OR ;S NOT FAMILIAR VITH THE OPERATION AND MAIN ENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAY'E AUTOMATIC PRE SPRINMLERS INC. WATER SUPPLY INFORMATION ACTUAL E ROUG OR FIRE PUMP N/A WD BY Aw SIZE GPM 0 PSI N A STATIC PRESSURE 60 N/A HYDRANT ELEV, 2 RESIDUAL PRESSURE 22 N/A DATE OF TEST 1 /1 /10 FLOW IN GPM 2015 N/A TIME OF TEST 8 AID. PfTOT READING 22 NUMBER OF PORTS FLOWED 1 (41 TEST PROVIDED BY WAYNE AUTOMATIC FIRE SPRINKLERS .n more FORT KING ROAD — NEAR SITE DESIGN CRITERIA DESIGN AREA CLUBHOUSE PERMIT R.J. 3 WIZARD CLASS NFPA 13 03 -08 -11 AHJ OF SPRINKLERS IN 4 AREA 3 CONTRACT WC 1 00500 DENSITY .15 NO. DATE REVISIONS DESIGN AREA S,F, 180 SO, FT, PSI REQ'D 0 BSR 45.7 GPM REQ'D 0 BSR 45.8 PSI REQ'D 0 TEST 53,6 GPM REQ'D 0 TEST 295,8 WAWE 4 Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLORIDA 34761 PHONE (407) —3030 FAX (407) 61% 0026 JACK80NV FL 11325 OISTROUTION AVE WEST .JACKSORVI-LE, rL 32258 -2745 PHONE. (904) 268 -3030 FAX: (904) 288-0724 HIGFfST SPRINKLER 9' -O" FT. IMYER13, FL 4683 LARE00 AVE FT. MYER% R 33905-4924 PHOI4P (239) 433 -3030 FAX: (239) 13}3263 CONCOM NC STATE LICENSES: 4370 MOTORSPOPT OWE NC SPRNId9! 28745 CONCOR4 NC 28027-8877 Nc ALARM 26741 SP LV PHONE (7041 782 -3032 Sc SPRNKLEM 1118 FAX (704) 795 -6838 SC ALAFU 3395 Ft. King Colony Apartments Zephyrhilis, Florida 250 GPM DOMESTIC DEMAND 0 SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS IS' 6' 130SQ, FT MAX. QUANTfIY -, SPRINKLERS SYMB, 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL 3 TY2231 1 12 5.6 20V '� f " 00R "" *n 3 TOTAL PER FLOOR BUILDINGS 3 TOTAL THIS SHEET DATE SUBMITTALS BY 03 109 1II PERMIT R.J. 3 DATE 03 -08 -11 AHJ CITY OF ZEPHYRHILLS CONTRACT WC 1 00500 IS THIS A CENTER OF TILE JOB? YES NO NO. DATE REVISIONS BY 1 WAWE 4 Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLORIDA 34761 PHONE (407) —3030 FAX (407) 61% 0026 JACK80NV FL 11325 OISTROUTION AVE WEST .JACKSORVI-LE, rL 32258 -2745 PHONE. (904) 268 -3030 FAX: (904) 288-0724 TAMPA. H.. 3226 CHERRY PALM DRIVE TAMPA. FL 33819--8337 PHO(E (813) 830 -0303 FAX (80 630 -0312 PCWANO BEAM IRL 3121 NW ISTH TERRACE POMPANO BEACH, FL 33064 -1408 P1iOHM (854) 97-3030 FAX 18541 99-9424 FT. IMYER13, FL 4683 LARE00 AVE FT. MYER% R 33905-4924 PHOI4P (239) 433 -3030 FAX: (239) 13}3263 CONCOM NC STATE LICENSES: 4370 MOTORSPOPT OWE NC SPRNId9! 28745 CONCOR4 NC 28027-8877 Nc ALARM 26741 SP LV PHONE (7041 782 -3032 Sc SPRNKLEM 1118 FAX (704) 795 -6838 SC ALAFU 3395 Ft. King Colony Apartments Zephyrhilis, Florida FIRST FLORIDA 1533 SUNSET DRIVE, SUITE 150 MIAMI, FL, 33143 SHEET TITLE LAUNDRY ROOM FIRE PROTECTION PLAN DRAWN BY, RICHARD JIVIDEN TOTAL A /S 3 DATE 03 -08 -11 AHJ CITY OF ZEPHYRHILLS CONTRACT WC 1 00500 IS THIS A CENTER OF TILE JOB? YES NO SHEET » FP7 CONSTRUCTION TYPE V•A OCCUPANCY R -2 TYPICAL 2' CPVC COMMERCIAL RISER MAN FOLD WITH GAUGE, rL= i[ CH ITTCODA1 1 Awn rDVP- nPAN -- WITH As SI IPPI Y v+ d 0 N O 1i v v o+ 3 v C v CL Q a. 0 O N M_ _O I N n M 3 EQUIPMENT SCHEDULE: ITEM QUAN DESCRIPTION MODEL/ SOURCE/ 189 LIN. FT. PART# MANUFACTURER 1 1 FILTRATION & WATER TREATMENT PLAN, SEE SHT 4 AP16VDE VAK PAK 2 2 MAIN DRAIN FRAME & GRATE WG10328 HAYWARD 3 20 GUTTER FTG. 2 "x4 "x2" PIPE SP -1019 HAYWARD 4 12 FLOOR INLETS, ADJUSTABLE, CYCOLAC SP -1425S HAYWORD 5 1 VAC LOCK SAFETY WALL FITTING, WHITE W400AWHP HAYWARD 6 3 LIGHT ASSEMBLY, 300 WATT 112 VOLT, W/ LOW WATER CUT -OFF 78923102 AMER. PROD. 7 3 NICHE, FOR ABOVE, WITH V CONDUIT 78210600 AMER. PROD. 8 3 TRANSFORMER, 300 WATT /12 VOLT, W/ CIRCUIT BREAKER CP300 GIAMMANCO 9 2 HANDRAIL, STAINLESS STEEL, 72" FLAT TOP 3HR -5-049 S.R. SMITH 10 2 LADDER, THREAD (3) W/ CROSS BRACE LFB -36-3B S.R. SMITH 11 8 ANCHOR SOCKET, WEDGE TYPE, BRONZE 1AS -100 S.R. SMITH 12 8 ESCUTCHEONS, STAINLESS STEEL AS -10013 S.R. SMITH 13 1 VACUUM HOSE, HEAVY DUTY FLOATING TYPE, 1 -1/2" OD X 50' EP -100 -A S.R. SMITH 14 1 VACUUM HEAD 12" FLAT 1160 -50 PLASTIFLEX 15 3 POLE, 16', ANODIZED ALUMINUM, STRAIGHT 200 RAINBOW 16 2 LIFE HOOK, ANODIZED ALUMINUM, WITH FASTENERS 820 -16 HUGHES 17 2 LIFE RING, 24 ', WITH 30' THROW LINE 153 HUGHES 18 1 LEAF SKIMMER NET, NYLON LR -24 HUGHES 19 1 FLOOR & WALL BRUSH, NYLON, 18" CURVED 119 HUGHES 20 1 TEST KIT, "DPD" TYPE 2006 TAYLOR 21 2 POOL RULE SIGN COMM. DPP FORT KING COLONY - APARTMENTS �k 6544 FORT KING ROAD ZEPHYRHILLS, FLORIDA 33541 JOB SITE MAP TO DADE CITY TO TAMPA O TO AKELAND GENERAL NOTES: 1.0 SWIMMING POOL, POOL DECK AND WATER TREATMENT EQUIFMENT SHALL MEET ALL REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF HEALTH (F.D.H.) CODE FOR SWIMMING POOLS AND BATHING PLACES AS SPECIFIED IN CHAPTER 64E -9, FLORIDA ADMINISTRATIVE CODE CURRENTLY IN EFFECT. 2.0 ALL POOL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 3.0 NIGHT SWIMMING REQUIREMENTS: UNDERWATER LIGHTING MINIMUM OF 0.5 WATTS PER SQ• FT OF POOL WATER SURFACE AREA. DECK AREA LIGHTING MINIMUM OF 3 FOOT CANDLES OF ILLUMINATION UPON POOL WATER SURFACE AND POOL DECK SURFACE. 4.0 POOL RULE SIGN REQUIREMENTS RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED AT POOLSIDE, BE LEGIBLE FROM THE POOL DECK AND CONTAIN THE FOLLOWING RULES WITH LETTERING A MINIMUM OF ONE INCH (1 ") IN HEIGHT. 1.0 NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK 2.0 NO GLASS OR ANIMALS IN THE FENCED AREA. (OR 50 FEET FROM UNFENCED POOL) 3.0 BATHING LOAD 22 PERSONS. 4.0 POOL HOURS: DAWN TO DUSK. 5.0 SHOWER BEFORE ENTERING POOL. 6.0 MAX WATER TEMP. 104 F (SPA ONLY) 7.0 DO NOT SWALLOW THE POOL WATER. 8.0 NO DIVING (LETTERING ON THIS ITEM ONLY TO BE 4" IN HEIGHT) 5.0 CHEMICAL STORAGE - CHEMICALS SHALL BE STORED IN A COOL, DRY, WELL VENTILATED AREA, UNDER ROOF, AND INACCESSIBLE TO THE PUBLIC. 6.0 CHEMICAL TEST KIT - A CHEMICAL TEST KIT SHALL BE PROVIDED WITH CAPABILITIES FOR THE FOLLOWING TESTS: A. FREE ACTIVE HALOGENS. B. TOTAL OR COMBINED AVAILABLE CHLORINE USING DPD C. TOTAL ALKALINITY D. CALCIUM HARDNESS E. pH F. CYANURIC ACID G. ACID & BASE DEMAND 7.0 POOL EQUIPMENT MUST BE OPERATED IN ACCORDANC' WITH F.D.H. CODE 6411-9 8.0 FOOD OR DRINK SERVING FACILITIES SHALL NOT BE LOCATED WITHIN POOL DECK AREA 9.0 BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIL OPERATING PERMIT IS ISSUED BY THE COUNTY HEALTH DEPARTMENT OR AGENCY HA-ANG JURISDICTION PLUMBING: 1.0 OWNER TO PROVIDE THE FOLLOWING: A. POTABLE WATER LINE (314 ") TO POOL EQUIPMEN ENCLOSURE FOR FRESH WATER MAKE UP B. WASTE WATER DISCHARGE LINE (2) FROM POOL EQUIPMENT ENCLOSURE STUB -OUT WITH 3" AIR GAP INTO A 4" LINE TO FINAL DISPOSITION, IN ACCORDANCE WITH LOCAL BUILDING CODES. 2.0 ALL PIPE TO BE PVC AND SHALL BE IMPRINTED WITH THE N.S.F. SEAL FOR POTABLE WATER 3.0 SKIMMERS, WHEN USED SHALL HAVE N.S.F. APPROVED 4.0 ALL SUCTION AND PRESSURE PIPING SHALL BE SCHEDULE 40 5.0 GRAVITY DRAIN AND GUTTER PIPING MAY BE CLASS 160 PVC PIPE 6.0 ALL HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS 7.0 PRESSURE AND VACUUM GAUGES, RATE OF FLOW IND;(ATORS AND OTHER MECHANICAL COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND /OR INSTRUCTIONS. 8.0 ALL POOL PIPING SHALL BE PRESSURE TESTED FOR A MINIMUM OF 24 HOURS AS FOLLOWS: A. PRESSURE AND SUCTION PIPING SHAL LBE TESTED AT FIFTEEN POUNDS PER SQUARE INCH (15 P.S.I.) B. GRAVITY PIPING SHALL BE TESTED WITH STATIC WATER PRESSURE A MINIMUM OF TWELVE (12) INCHES ABOVE STATIC POOL WATER LEVEL S 9.0 ALL EQUIPMENT SHALL HAVE NSF, UL, OR OTHER APPROPRIATE APPROVAL. 10.0 ILLUMINATION OF 30 FOOT CANDLES AT FLOOR LEVEL IN EQUIPMENT ROOM/ EQUIPMENT ENCLOSURE. 11.0 PLASTIC PIPING EXPOSED TO SUNLIGHT SHALL BE COATED FOR U.V. PROTECTION, POOL DECK: 1.0 POOL DECK SHALL HAVE AN UNOBSTRUCTED MINIMUM OF FOUR FEET AROUND THE PERMMTER OF THE POOL OR POOL CURB, AND BE CONSTRUCTED OF CONCRETE OR OTHER NON - ABSORBANT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER, 2.0 POOL DECK SHALL HAVE A SLOPE OF 2% MIN. AND 4% MAX. AWAY FROM THE POOL OR TOWARD DECK DRAINS. 3.0 WHERE VEHICULAR TRAFFIC OR PARKING AREAS ARE ADJACENT TO THE POOL DECK, SUITABLE TRAFFIC BARRIERS SHALL BE PRCVIDED SO THAT NO PORTION OF THE VEHICLE MAY EXTEND OVER THE DECK AREA. 4.0 WALKWAYS SHALL BE PROVIDED BETWEEN -HE DECK AREA AND THE SANITARY FACILITIES AND SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBANT MATERIAL WITH A SMOOTH SLIP RESISTANT FINISH FOR THE FIRST 15 FEET OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE, ELECTRICAL: 1.0 ALL ELECTRICAL WIRING INCLUDING BONDING AND GROUNDING, HOOK UP OF POOL WATER TREATMENT EQUIPMENT AND UNDERWATER LIGHTS MADE SHALL BE IN ACCORDANCE WITH SECTION 680 OF THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE BUILDING CODES 2.0 ALL UNDERWATER LIGHTING SHALL UTILIZE TRANSFORMERS AND LOW VOLTAGE CURCUITS. THE MAXIMUM VOLTAGE FOR EACH LIGHT SHALL BE 15 VOLTS AND THE MAXIMUM INCANDESCENT LAMP SIZE SHALL BE 300 WATTS. 3.0 ALL TRANSFORMERS SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM THE INSIDE WALL OF THE POOL AND MOUNTED A MINIMUM OF EIGHT (8) INCHES ABOVE GROUND LEVEL, DECK LEVEL OR HIGHEST POOL WATER'S LEVEL, WHICHEVER IS HIGHER 4.0 FOR BONDING AND GROUNDING SYSTEM FOR SWIMMING POOLS. THE USE OF AN UNDERGROUND BONDING CONDUCTOR, MACE OF #8 AWG. BARE COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE. AND 18 TO 24 INCHES FROM INSIDE WALL OF SWIMMING POOL OR SPA. DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.2(C) OF THE NATIONAL ELECTRICAL CODE. POOL DATA: SURFACE AREA 1476 SQ, FT. PERIMETER 189 LIN. FT. VOLUME 40,480 GALLONS FLOW RATE 113 G.P.M. FILTER TYPE VAC -PAK AP16VOE FILTER AREA 60 SQ. FT. MEDIA TYPE VACUUM D.E. i SIX HOUR TURNOVER 40,680 GALLONS 2 1 2011 TURNOVER RATE 5.9 HOURS ; BATHINGN LOAD 22 PERSONS NUMBER OF LIVING UNITS 120 (NON- TRANSIENT) RELATED NOTES UNDER MAIN POOL AND /OR SPA POOL, WADING POOL (IF INCLUDED) APPLY TO BOTH THE "SWIMMING POOL ", "SPA POOL" AND "WADING POOL THIS PLAN COMPLIES WITH F.D.H. 64E -9, REV. 06.29.09 THIS PLAN COMPLIES WITH FLORIDA BUILDING CODE 424.1. w %_ C O 0 Z M 8IIQI- O Z v m � co c'6 D_ U) d Q !7C SLIOISIAa� qqt co N Z ■0_ CL N_ n0. C) O X LL ®r 00 W O W O 0 Q U N U 0 O d/ Z O O I_ V_ o LO �_ � 0 LL CL O Q WO I >O Z ®(n I�'- CL ` � j � (n >� J Z :� Y (YW I" d = O CL PROVISOS: I 1 � W wimming Pool N A hose bib with vacuum breaker shall be within 25 feet of each restroom for ease of cleaning. Corners shall be a minimum 90 degree angle. - - --� --- - -- -- Coping shall not overhang into the pool more than 1.5 inches, and shall be rounded with a minimum radius of two inches._ - Protruding corners shall have at least two -inch radius continued through top of gutter edge. 1 EGISTERED ENGINEER If planters are utilized, there shall be no reclaimed water landscape irrigation use, if any, inside and around the fenced pool, unless through drip irrigation type spray heads or soaker hoses. l ' Jadlinqi Dea (y 1. Prior o c rTATL1d6hr'the r �hT11 provide specifications for the handrail. ! ° 2. Au t a+�d:OfA �pli�swlt sensing probes shall be provided. Prior to construction, Engineer shall provide �� s SPECIAL NOTES: specijcn� m �./ 1.0 AREA LIGHTING PLAN FOR THE POOL AND DECK SURFACES MUST BE FURNISHED FOR 3. Coping sha I nor r arfi� into t� ool more than 1.5 inches and shall be rounded with a minimum radius of two inches. ' NIGHT SWIMMING. PLEASE CHECK INTENSITY REQUIREMENTS WHICH HAVE TO BE MET 4. Because the water depth is too nS owto allow underwater lighting, a minimum of 6 foot - candles of illumination shall be t BY FLORIDA DEPARTMENT OF HEALTH. provided on the deck and the wat r surface /feature area if night use is required. 2.0 NO NIGHT SWIMMING P.E. #55740 p SAMUEL A. LIBERTORE ALLWORK' HALL STATE OF FLORI A'N ) VIS I #"� .._�_ COM � CODES 2007 EDITION: FLORIDA BUILDING CODE - BUILDING 2007 EDITION: FLORIDA BUILDING CODE - PLUMBING 2008 NATIONAL ELECTRIC CODE 2009 FLORIDA DEPARTMENT OF HEALTH - 64E -9 6 -29 -09 PLY �I1T AL Dept. of Health PFV ZINC CODES, FL COVED SAMUEL A. LIBERATO ,NATII NALELECTRICCO 'ID 1268 ROGERS STREETCITY OF ZEE 1YREILLS ORD I CLEARWATER, FLORIDA 33756 SP 2 4 5 0 PHONE: (727) 442 -8443 FLORIDA P.E. #55740 ental Engineering J 'ATE OF FLORIDA -"� APP Dep of Health ED - � 2 0 4 4 9 SHEET 1 NUMBER of 6 DRAWING C201101 NUMBER FORT KING COLONY 1 2 oil 2 / POOL FLOOR SYMMETRIC ABOUT CENTER LINE Ky 26' (TYP) GROUT (NON - SHRINKING) 6" X 6" TILE 6" X 6" M.C. TILE 4 a 26 v 1.0' SLOPE POURED CONCRETE 1'-0" MAX FLOOR 3000 PSI _ .. WITH #3(d REBAR MAIN DRAIN 12" O.C. BOTH WAYS HYDRO STATIC RELIEF IN ROCK BED (IF REQ'D) 26' (TYP) 3' TYP GUNITE WALLS 3000 PSI WATER LINE WITH #30 DECK 12" O.C. BOTH WAY 1 \(SY OTHERS) 6 "x6" TILE (FLAT) M 6" X 6" TILE 26 o a GUNITE CONCRETE WALLS (M.C.) SLOPE 1.0' - 3000 PSI W/ #30 @ 12" O.C. BOTH WAYS MAIN DRAIN •;. V-0" MAX HYDRO STATIC RELIEF PL ASTER MARQUIS IN ROCK BED IF REQ'D) SLIP RESISTANT& LIGHT IN COLOR POOL SECTION A -A SCALE:118" = V -0" DECK (BY OTHERS) 2' -6" MIN. �- STRAIGHT WALL (2) LADDERS W/ CROSS BRACE - CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BETWEEN THREE TO SIX INCHES, LADDERS SHALL BE AT LEAST 28 INCHES AND A MAXIMUM OF 32 INCHES ABOVE THE POOL DECK THREADS SHALL BE SLIP RESISTANT NOTE: MARKERS TO'JVITHIN 3" OF BOTH THESE ACTUAL DEPTHS TRANSVERSE SECTION - SHALLOW END B -B SCALE: N.T.S, WALLS SHALL BE VERTICAL +5° A NO� - L- (2) MAIN DRAIN GRATE -� (NOT READILY BREAKABLE OR REMOVABLE BY SWIMMERS) — - _ 2" RAD MI N. TYP ALL CORNERS WNICfi PROTRUDE INTO THE POOL (TYPICAL) I DECK (BY OTHERS) DECK (SLOPE AWAY FROM POOL -2% MIN. 4% MAX) (BY OTHERS) f C v_ SZ �0 . I ONIA10 ON (3) LIGHTS I /4 "x2 "x6" MUD CAP 30OW 12V CERAMIC TILE ON BENCH EDGES, VERY DARK v CONTRASTING COLOR (TYP 2 0 01 PERMANENT DEPTH MARKERS, MIN. 4" HIGN W/ CONTRASTING COLOR INSIDE & ON TOP OR OUTSIDE OF CURB, OR WHEN NO CURB ON DECK NOT MORE THAN 2' FROM WATER AND INSIDE POOL ABOVE WATER LINE AT BACK OF GUTTER, BOTH SIDES AT SHALLOW, DEEP END AND DEEP POINTAND EVERY 25' PERIMETER MAX. INCLUDE FT AND IN IN MINIMUM, 4" HIGH LETTERS, NON SLIP IN DECK. PERMANENT NO DIVING MARKINGS, CONTRASTING COLORS, MIN,, 4" HIGH NOT MORE THAN 25 FEET APART ON THE TOP CURB OR DECK WITHIN 2 FEET OF WATER EDGE ON EACH SIDE OF POOL NON SLIP. NOTE: INTERNATIONAL "NO DIVING" SYMBOL COLOR RED MAY BE USED WATER LEVEL WALLS SHALL BE VERTICAL +5° FLOW ADJUSTMENT r PVC PIPE NOTE FLOOR INLETS SHALL BE INSTALLED SO THAT IT DOES NOT PROTRUDE ABOVE THE POOL FLOOR. ALL INLETS SHALL BE INSTALLED SO AS TO NOT PRESENT OR CONSTITUTE SHARP EDGES OR PROTRUSIONS HAZARDOUS TO POOL BATHERS. FLOOR RETURN INLET SCALE: N.T.S. NOTE: MARKERS TO WITHIN 3" OF BOTH THESE ACTUAL DEPTHS TYP "BULLNOSE" "BRICK COPING" DEPTH MARKER -\ 12 "t DECK --' (BY OTHERS) GUTTER PIPING #30 -12" O.C.E.W, 15" MINIMUM LAP (TYPICAL FLOOR AND WALLS) 2 1/2" MIN. 6 1/2" MINIMUM WALL TYP 3000 PSI GUNITE WALLS STRUCTURAL SUBJECT TO SUITABLE SOIL CONDITIONS DECK IY OTHERS) J u� w TILE, CER (6 "x6 ")- GLAZED DEPTH MARKER - MARQUIS, GUTTER iN Z_ + g WATER LINE LEVEL WITHIN t1/8" TILE, CER (6"4" M.C.) - GLAZED - VACUUM FITTING W/VAC -LOC, SAFETY WALL FITTING LIGHT (300 WATT, 12 VOLT) (3) "MARQUIS FINISH" SLIP RESISTANT & LIGHT IN COLOR z CL 6 112" FLOOR, 3000 PSI N I I POURED CONCRETE GUTTER, WALL, FLOOR DETAIL (TYP) 1/2" = 1' -0" MAIN DRAIN --M UD CAP TILE HYDROSTATIC RELIEF AT STEPS IN ROCK BED (REQ'D) -, SHALL BE 2" x ��++ 6" M.C. SLIP TRANSVERSE SECTION DEEP PORTION C -C CONSTRATING 72 RESISTANT, � z ANCHOR \ COLOR "BLACK" SCALE: 1/4" = V -0" BRICK COPING 00 a N v K (BY OTHERS) I RAIL IN CENTER (2) -72" HANDRAIL - OF BOTTOM STEP ECK (BY OTHERS) 7 2" NOTE: 1. ALL STEP TILE SHALL 12" BE SLIP RESISTANT, �� MIN. 7 ' 2 x a Lu CONTRASTING COLOR, 12" N 5 t N w t CONTINUOUS AROUND �� MIN. 7.2" ENTIRE STEPS � 12 ANCHOR 7.2" VARIES: 10" MAX 2. INTERMEDIATE STEPS SHALL � MIN. 12 2 "MIN. � BE UNIFORM IN WIDTH AND � MIN. FLOOR HEIGHT (4) STEPS z > STEEL SCHEDULE ° THE SAME AS POOL WALLS & FLOORS "MARQUIS" FINISH (SLIP RESISTANT, LIGHT STAIR AND INCOLOR- 318 "THICK) RAIL DETAIL (TYP) I 1/2" = 1' -0" C PLANTER RED NO DIVING c� 0 z z >_ 25 ° ° ALL DEPTH MARKERS AND "NO DIVING" SHALL BE SKID RESISTANT CERAMIC TILE 48" MIN. CLEAR DECK BEHIND HANDRAIL AND AT LEAST 28" INCHES ABOVE THE DECK AND STEP POOL PLAN 1/8" = 1' -0" 1 f = w OZ c� z > MINIMUM 4" PERMANENT CONTRASTING DEPTH MARKING, 25' O.C. ° MAX, FOLLOWED BY THE FULL OR ABBREVIATED WORDS "FEET" OR "INCHES ", PROPERLY LOCATED ON BOTH SIDES OF THE POOL AT C SHALLOW END, SLOPE BREAK, DEEP END WALL, AND DEEP POINT WHEN OPEN TYPE GUTTERS ARE USED, DEPTH MARKERS ARE 48" MIN. CLEAR LOCATED ON THE BACK OF THE GUTTER WALLJ DECK BEHIND ALL DECK DEPTH MARKERS SHALL BE SLIP RESISTANT CERAMIC LADDERS TILE. WITHIN 2 FEET OF POOL WATER. (TYPICAL) 3/4" NOTE N CER. TILE VERY DARK, MUNSELL COLOR 04, CONTRASTING COLOR, SLIP RESISTANT (COLOR: BLACK) (A4300, 2`x6" M.C.) STEP EDGE DETAIL 1 1/2" = V -0" SAMUEL A. LIBERATORE P.E. 1268 ROGERS STREET CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 FLORIDA P.E. #55740 WATER LINE 7 r w o Q O M U Q 0 Z z U � CL 07 0 Q cc rn 3 N Z N SUOISIA9U U M CV z 0 ■ �. N w%w U) 0 X D U- 00 W c0 c) ■ L.L w 0 0 0 CL 0 z 0 0 0 d' Z M M (� O LL C �0 Q ?o 0QQ o?a U >(6 Z ::)_ Y CM p a- o (0N REGISTERED ENG %NEE R P.E. #55740 SAMUEL A. LIBERTORE SHEET O f S NUMBER 2 L DRAWING C201101 NUMBER FORT KING COLONY 2" MAIN DRAIN FRAME & GRATE 12 "x12" (WG1032B) 32.37 SQ. IN. OPEN AREA: VELOCITY THRU GRATE= 0.56 F.P.S. @ 56.5 GPM (3) LIGHTS 300 WATT 12 VOLT 3 „ 20' MAX (TYP.) ALL FLOOR FITTINGS in in 6" 1.5" 3" � N o• rn m z vn v' m z vn N 4 TYPICAL BATHROOM DETAIL SCALE: 1/16" = V-O" FENCE (BY OTHERS) 4" WASTE LINE (BY OTHERS) - 1 "- POTABLE WATER LINE (BY OTHERS) - ELECTRICAL SERVICE TO POOL - EQUIPMENT PANEL BOX (BY OTHERS) VAK PAK FILTER CP7VDE 1.0 HP. 220VOLTS 60hz. 10 PHASE FENCE NOTE FILTER LOCATION TO BE ` DECK - SLOPE AWAY FROM FIELD CONFIRMED 1.0 ALL PUBLIC POOLS SHALL BE POOL 2% MIN. 4% MAX. SURROUNDED BY A MINIMUM OF 48 INCH HIGH FENCE OR OTHER SUBSTANTIAL BARRIER APPROVED BY FENCE 2 „ THE DEPARTMENT. THE FENCE SHALL (BY OTHERS 5 BE CONTINUOS AROUND THE AROUND PERIMETER PERIMETER OF THE POOL AREA THAT IS OF WADING POOL) 10' NOT OTHERWISE BLOCKED OR DECK (BY OTHERS) MIN, OBSTRUCTED BY ADJACENT BUILDINGS 'PAVERS" Q�' OR STRUCTURES AND SHALL ADJOIN �O �' EQUIPMENT PANEL BOX (BY OTHERS) WITH ITSELF OR ABUT TO THE 10. 2" 2 - VACUUM = 50 GPM @4.77 F.P.S. ADJACENT MEMBERS, ACCESS ° z THROUGH THE BARRIER FENCE FROM DECK -LOFT. DWELLING UNITS SUCH AS HOMES, MIN. AROUND 50 °� OF APARTMENTS, MOTEL ROOMS, AND WADING POOL & HOTEL ROOMS, SHALL BE THROUGH SWIMMING POOL) RINSE OFF SHOWER SELF- CLOSING SELF - LATCHING 8 °> I (BY OTHERS) LOCKABLE GATES OF 48 INCH MINIMAL WADING N WITHIN 0 FEET OF HEIGHT FROM THE FLOOR OR THE POOL WATERS EDGE GROUND WITH THE LATCH LOCATED A POOL 6" - MAIN DRAIN = 113GPM 1.25F.P.S. MINIMUM OF 54 INCHES FROM THE HOSE BIB W/ BOTTOM OF THE GATE OR AT LEAST 3 RESTROOMS PER 64E -9 INCHES BELOW THE TOP OF THE GATE VACUUM BREAKER ON THE POOL SIDE. IF THE TO RINSE OFF DECK SELF - CLOSING SELF - LATCHING GATE IS (BY OTHERS) ALSO SELF - LOCKING AND IS OPERATED BY A KEY LOCK, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK, THE FILTER LOCATION TO BE THE OPERABLE PARTS OF SUCH LOCKS FIELD CONFIRMED OR OPENERS SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 4" WASTE LINE (BY OTHERS) DOOR ACCESS POINTS FROM PUBLIC ROOMS SUCH AS LOBBIES OR CLUB 1 "- POTABLE WATER LINE (BY OTHERS) HOUSES NEED NOT BE THROUGH ELECTRICAL SERVICE TO POOL GATES. GATES SHALL OPEN OUTWARD EQUIPMENT PANEL BOX (BY OTHERS) AWAY FROM THE POOL AREA. A LATCHED, LOCKABLE GATE SHALL BE PLACED IN THE FENCE WITHIN TEN FEET OF THE CLOSEST POINT BETWEEN THE POOL AND EQUIPMENT AREA FOR SERVICE ACCESS. 2.0 THE GATE FOR THE FENCE SEPARATING THE MAIN AND WADING POOL FENCE MUST BE SELF - CLOSING AND SELF - LATCHING, OPEN AWAY FROM THE MAIN POOL.. ALL OTHER POOL GATES SHALL OPEN AWAY FROM THE MAIN POOL, 3.0 FINAL BUILDING INSPECTION ONLY WILL BE ISSUED AFTER FENCE IS INSTALLED Q-- T (1) 1.5" VACUUM FITTINGS 12" BELOW WATER LINE VAC LOCK 2 " GENERAL NOTES: 2" DECK 4' -0" MIN. UNOBSTRICTED AROUND PERIMETER OF THE POOL (AROUND LADDER AND HANDRAILS, ETC.) XJ(19) GUTTER DRAINS 2, DECK SHALL BE SLOPED AT A MIN, 2% AND MAX. AT 4% 2 "x4 "x2" F.I.P. SP -1019 AWAY FROM POOL (5.65 GPM EACH) 3. DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT AT 20 '-0" O/C MAX360�) MATERIAL HAVING A SMOOTH, SLIP RESISTANT FINISH AND SHALL BE 9.41 GPM EACH UNIFORMLY SLOPED TO'PREVENT STANDING WATER 10' MAX SANITARY FACILITIES (MIN. REQ'D): (BY OTHERS) MEN: ONE (1 URINAL, ONE (1) LAVATORIE, ONE (1) WATER CLOSET, WOMEN ONE (1) LAVATORY, ONE (1) WATER CLOSET. SANITARY FACILITIES FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL AND SHALL HAVE A SMOOTH, SLIP RESISTANT FINISH, FLOOR DRAINS SHALL BE PROVIDED. HOSE BIBB FOR FREQUENT CLEANING SHALL BE PROVIDED, INTERSECTION BETWEEN FLOORS AND WALLS SHALL BE COVED. SANITARY SUPPLIES (BY OTHERS) FOOTBATHS ARE PROHIBITED DIRECTIONS TO SANITARY FACILITIES SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK. (MIN. 1 INCH LETTERS) ONE (1) RINSE SHOWER LOCATED WITHIN TWENTY (0) FEET OF NEAREST POOL WATERS EDGE WITH HOSE BIB. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON- DIVING POOL WATER SURFACE AREAS SHALL BE AT LEAST T (FEET). OVERHEAD SERVICE WIRING SHALL NOT BE WITHIN 10' FEET) HORIZONTALLY OF THE POOL WALLS OR DECK APPURTENANCES HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS STEP TILE: A CONTRASTING BULLNOSE TILE (.75 WIDTH) SHALL BE USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. STEP TREAD NOTES: STEPS HAVE MINIMUM 24" TREAD LENGTH 10" TREAD WIDTH, WITH A MAXIMUM OF 10" TREAD RISERS, INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT, WITH ALL TREADS TO BE SLIP RESISTANT. LADDER SHALL BE CROSS BRACED TYPE, SECURELY ANCHORED IN THE DECK AND THE CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BE BETWEEN THREE (3) TO SIX (6) INCHES. LADDER SHALL EXTEND AT LEAST 28 INCHES ABOVE POOL DECK, TREADS SHALL BE SLIP RESISTANT CHEMICAL STORAGE AREA: A SUIT i0 (TYPICAL) 2 2.5" 2.5" 2,5" 2.5" u 2.5" r r 2.5" 2 „ STATIC WATER ril " 3" LINE AT BELOW 1 2 " WE� L11 6" `' , MAIN DRAIN. 2 5" 5'x5' FRAME & GRATE PLANTER 12 "x12" (WG10326) 32.37 SO. IN. OPEN AREA: VELOCITY THRU GRATE= 2" 0.56 F.P.S. @ 56.5 GPM 6" 6 ., 6 „ 6" 6" POOL PLUMBING PLAN TE D . N. 1/8" = 1' DECK (BY OTHERS) "PAVERS" DECK (SLOPE AWAY FROM POOL -2% MIN. 4% MAX) CL J NOTE: THE FINAL "DECK" SIZE, SHAPE, AREA MEN ABLE CHEMICAL STORAGE AREA, INACCESSIBLE TO THE PUBLIC, AND CONFIGURATION SHALL BE 1- URINAL WHICH MEETS F.D.H. REQUIREMENTS SHALL BE PROVIDED BY THE OWNER. INACCORDANCE WITH THE OWNER AND /OR 1 -LAV 17. HYDRO STATIC RELIEF "PILUG" MUST BE REMOVED LANDSCAPE ARCHITECTS PLAN, 1 -WATER CLOSET FROM TH B a 0 :H J � E OTTOM OF THE MAIN DRAIN (S) BEFORE NOTE: THE SWIMMING POOL IS E:NPTIED AND ONLY, FLORIDA STATE 1.0 FLOOR DRAIN IN EACH RESTROOM DEPARTMENT OF HEALTHI CERTIFIED SWIMMING POOL 2.0 INTERSECTION AT WALL AND FLOOR CONTRACTORS SHALL BE LSED. 16't • SLOPE GATE POOL PLANTER 5'x5 d O co FENCE (BY OTHERS)_ _ 2.0 HP. 220VOLTS FENCE 60hz. 10 PHASE (BY OTHERS) AK PAK FILTER AP16VDE TE DECK (BY OTHERS) "PAVERS" n ■ TE PORCH MEN FD WOMEN CABANA & FD POOL LOCATION PLAN SCALE: N.T.S. SLOPE DECK i (SLOPE AWAY FROM POOL -2% MIN. 4% MAX) SHALL BE COVED 3.0 HOSE BIB SHALL BE PROVIDED IN OR WITHIN 50 FEET OF RESTROOMS 4.0 RESTROOMS OUTSIDE ACCESS TO FACILITIES SHALL BE PROVIDED FOR BATHERS AT OUTDOOR POOLS AND IF THEY ARE NOT VISIBLE FROM AN`Y PORTION OF THE POOL DECK, SIGNS SHALL BE POSTED SHOWING DIRECTIONS TO THE FACILITIES. THESE DIRECTIONS SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE Al MINIMUM OF ONE INCH HIGH. WALKWAYS SHALL BE PROVIDED BETWEEN THE POOL AND THE SANITARY FACILITIES, AND SHALL BE CONSTRUCTEID OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH FOR THE FIRST 15 FEET OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE, 4.1 RESTROOMS FLOORS: SMOOTH, NON -SLIP, IMPERVIOUS, PITCH TO FLOOR DRAINS, COVE WALL TO FLOOR, NO CARPET, DUCK BOARD OR FOOTBATHS. PROVIDE PERMANENT TOWEL, TISSUE, SOAP DISPENSERS AND WASTE BASKETS. LABEL DOORS. INSTALL HOSE BIB WNACUUM 17- SUOISIABU M N Z �O �N W O z 2 h J Q O O Q w m U W U W r � O r U Z M U Q O Z � N (L U) 0 >Y U � U � i O O V z 0 06 J O O a- r cq 2 M M cr- w 0 u� u- CL O QWO ' >O z ®w 0 I" CL 0 >J J_ z :D_ ®a- W OWN REGISTERED ENGINEER P.E. #519740 SAMUEL A. LIBERTORE SHEET 3 NUMBER of 6 DRAWING C201101 NUMBER FORT KING COLONY SAMUEL A. LIBERATORE P.E. PLANTER SECTION 1268 ROGERS STREET N.T.S. CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 FLORIDA P.E. #55740 4. 2" 5. 6. 2 „ 7. 4" WASTE LINE (BY OTHERS) 8, 1 "- POTABLE WATER LINE (BY OTHERS) 9 ELECTRICAL SERVICE TO POOL EQUIPMENT PANEL BOX (BY OTHERS) 10. 2" 2 - VACUUM = 50 GPM @4.77 F.P.S. 11 2.5" - RETURN = 113 GPM @7.58 F.P.S. 12 ul N W 2" - STATIC POOL WATER LEVEL 8 °> I a Na°@ 13, N 6" - GUTTER = 113 GPM @1.25F.P.S. LL> �" 14. 6" - MAIN DRAIN = 113GPM 1.25F.P.S. RESTROOMS PER 64E -9 15. RESTROOMS- MIN. REQUIRED WOMEN 1 -LAV 1 -WATER CLOSET 16 SANITARY FACILITIES (MIN. REQ'D): (BY OTHERS) MEN: ONE (1 URINAL, ONE (1) LAVATORIE, ONE (1) WATER CLOSET, WOMEN ONE (1) LAVATORY, ONE (1) WATER CLOSET. SANITARY FACILITIES FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL AND SHALL HAVE A SMOOTH, SLIP RESISTANT FINISH, FLOOR DRAINS SHALL BE PROVIDED. HOSE BIBB FOR FREQUENT CLEANING SHALL BE PROVIDED, INTERSECTION BETWEEN FLOORS AND WALLS SHALL BE COVED. SANITARY SUPPLIES (BY OTHERS) FOOTBATHS ARE PROHIBITED DIRECTIONS TO SANITARY FACILITIES SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK. (MIN. 1 INCH LETTERS) ONE (1) RINSE SHOWER LOCATED WITHIN TWENTY (0) FEET OF NEAREST POOL WATERS EDGE WITH HOSE BIB. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON- DIVING POOL WATER SURFACE AREAS SHALL BE AT LEAST T (FEET). OVERHEAD SERVICE WIRING SHALL NOT BE WITHIN 10' FEET) HORIZONTALLY OF THE POOL WALLS OR DECK APPURTENANCES HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS STEP TILE: A CONTRASTING BULLNOSE TILE (.75 WIDTH) SHALL BE USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. STEP TREAD NOTES: STEPS HAVE MINIMUM 24" TREAD LENGTH 10" TREAD WIDTH, WITH A MAXIMUM OF 10" TREAD RISERS, INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT, WITH ALL TREADS TO BE SLIP RESISTANT. LADDER SHALL BE CROSS BRACED TYPE, SECURELY ANCHORED IN THE DECK AND THE CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BE BETWEEN THREE (3) TO SIX (6) INCHES. LADDER SHALL EXTEND AT LEAST 28 INCHES ABOVE POOL DECK, TREADS SHALL BE SLIP RESISTANT CHEMICAL STORAGE AREA: A SUIT i0 (TYPICAL) 2 2.5" 2.5" 2,5" 2.5" u 2.5" r r 2.5" 2 „ STATIC WATER ril " 3" LINE AT BELOW 1 2 " WE� L11 6" `' , MAIN DRAIN. 2 5" 5'x5' FRAME & GRATE PLANTER 12 "x12" (WG10326) 32.37 SO. IN. OPEN AREA: VELOCITY THRU GRATE= 2" 0.56 F.P.S. @ 56.5 GPM 6" 6 ., 6 „ 6" 6" POOL PLUMBING PLAN TE D . N. 1/8" = 1' DECK (BY OTHERS) "PAVERS" DECK (SLOPE AWAY FROM POOL -2% MIN. 4% MAX) CL J NOTE: THE FINAL "DECK" SIZE, SHAPE, AREA MEN ABLE CHEMICAL STORAGE AREA, INACCESSIBLE TO THE PUBLIC, AND CONFIGURATION SHALL BE 1- URINAL WHICH MEETS F.D.H. REQUIREMENTS SHALL BE PROVIDED BY THE OWNER. INACCORDANCE WITH THE OWNER AND /OR 1 -LAV 17. HYDRO STATIC RELIEF "PILUG" MUST BE REMOVED LANDSCAPE ARCHITECTS PLAN, 1 -WATER CLOSET FROM TH B a 0 :H J � E OTTOM OF THE MAIN DRAIN (S) BEFORE NOTE: THE SWIMMING POOL IS E:NPTIED AND ONLY, FLORIDA STATE 1.0 FLOOR DRAIN IN EACH RESTROOM DEPARTMENT OF HEALTHI CERTIFIED SWIMMING POOL 2.0 INTERSECTION AT WALL AND FLOOR CONTRACTORS SHALL BE LSED. 16't • SLOPE GATE POOL PLANTER 5'x5 d O co FENCE (BY OTHERS)_ _ 2.0 HP. 220VOLTS FENCE 60hz. 10 PHASE (BY OTHERS) AK PAK FILTER AP16VDE TE DECK (BY OTHERS) "PAVERS" n ■ TE PORCH MEN FD WOMEN CABANA & FD POOL LOCATION PLAN SCALE: N.T.S. SLOPE DECK i (SLOPE AWAY FROM POOL -2% MIN. 4% MAX) SHALL BE COVED 3.0 HOSE BIB SHALL BE PROVIDED IN OR WITHIN 50 FEET OF RESTROOMS 4.0 RESTROOMS OUTSIDE ACCESS TO FACILITIES SHALL BE PROVIDED FOR BATHERS AT OUTDOOR POOLS AND IF THEY ARE NOT VISIBLE FROM AN`Y PORTION OF THE POOL DECK, SIGNS SHALL BE POSTED SHOWING DIRECTIONS TO THE FACILITIES. THESE DIRECTIONS SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE Al MINIMUM OF ONE INCH HIGH. WALKWAYS SHALL BE PROVIDED BETWEEN THE POOL AND THE SANITARY FACILITIES, AND SHALL BE CONSTRUCTEID OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH FOR THE FIRST 15 FEET OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE, 4.1 RESTROOMS FLOORS: SMOOTH, NON -SLIP, IMPERVIOUS, PITCH TO FLOOR DRAINS, COVE WALL TO FLOOR, NO CARPET, DUCK BOARD OR FOOTBATHS. PROVIDE PERMANENT TOWEL, TISSUE, SOAP DISPENSERS AND WASTE BASKETS. LABEL DOORS. INSTALL HOSE BIB WNACUUM 17- SUOISIABU M N Z �O �N W O z 2 h J Q O O Q w m U W U W r � O r U Z M U Q O Z � N (L U) 0 >Y U � U � i O O V z 0 06 J O O a- r cq 2 M M cr- w 0 u� u- CL O QWO ' >O z ®w 0 I" CL 0 >J J_ z :D_ ®a- W OWN REGISTERED ENGINEER P.E. #519740 SAMUEL A. LIBERTORE SHEET 3 NUMBER of 6 DRAWING C201101 NUMBER FORT KING COLONY SAMUEL A. LIBERATORE P.E. PLANTER SECTION 1268 ROGERS STREET N.T.S. CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 FLORIDA P.E. #55740 GENERAL. NOTES: 1 • WADING POOL DECKS - WHEN ADJACENT TO SWIMMING POOLS, WADING POOLS SHALL BE SEPARATED FROM THE SWIMMING POOL BY A FENCE OR OTHER SIMILAR TYPE BARRIER. WADING POOLS SHALL HAVE A MINIMUM 10 FOOT WIDE DECK AROUND AT LEAST 50 PERCENT OF THEIR PERIMETER WITH THE REMAINDER OF THE PERIMETER DECK BEING AT LEAST FOUR FEET WIDE, THERE SHALL BE AT LEAST 10 FEET BETWEEN ADJACENT SWIMMING POOLS AND WADING POOL. 2. DECK SHALL "PITCH" A MINIMUM OF 2% AND A MAX OF 4% IN TEN (10) FEET AWAY FROM POOL 3. DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH, SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER 4. SANITARY FACILITIES (MIN. REQ'D): (BY OTHERS) MEN: ON (1 URINAL, ONE (1) LAVATORIE, ONE (1) WATER CLOSET. WOMEN ONE (1) LAVATORIE, ONE (1) WATER CLOSET. 5. SANITARY FACILITIES FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL AND SHALL HAVE A SMOOTH, SLIP RESISTANT FINISH, FLOOR DRAINS SHALL BE PROVIDED. HOSE BIBS FOR FREQUENT CLEANING SHALL BE PROVIDED,INTERSECTION BETWEEN FLOORS AND WALLS SHALL BE COVED. 6. SANITARY SUPPLIES (BY OTHERS) 7. FOOTBATHS ARE PROHIBITED 8, DIRECTIONS TO SANITARY FACILITIES SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK. (BY OTHERS) -1" MIN. LETTERS 9. ONE (1) RINSE SHOWER HOSE BIB WITH VACUUM BREAKER REQUIRED ON DECK LOCATED WITHIN TWENTY (20) FEET OF NEAREST POOL WATERS EDGE. (BY OTHERS) 10. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON- DIVING POOL WATER SURFACE AREAS SHALL BE AT LEAST T (FEET). 11. OVERHEAD SERVICE WIRING SHALL NOT BE WITHIN 10' FEET) HORIZONTALLY OF THE POOL WALLS OR DECK APPURTENANCES 12, HEALTH DEPARTMENT CODE REQUIRES THAT ALL PUBLIC POOLS SHALL BE SURROUNDED BY MINIMUM 48" HIGH FENCE. THE FENCE SHALL BE CONTINUOUS AROUND THE PERIMETER OF THE POOL AREA THAT IS NOT OTHERWISE BLOCKED OR OBSTRUCTED BY ADJACENT BUILDINGS OR STRUCTURES AND SHALL BE ADJOINED WITH ITSELF OR ABUT TO THE ADJACENT MEMBERS. ACCESS THROUGH THE BARRIER OTHER THAN FROM DOORED EXITS OF ADJACENT BUILDING(S) SHALL BE THROUGH SELF CLOSING SELF - LATCHING, LOCKABLE GATES OF 48" MINIMUM HEIGHT WITH THE LATCH LOCATED A MINIMUM OF 54" FROM THE BOTTOM OF THE GATE OR A LEAST 3" BELOW THE TOP OF THE GATE ON THE POOL SIDE. GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AREA. 13. THE QUICK EMPTY LINE SHALL BE ADEQUATELY VALVED 14. BATHING LOAD = FLOW RATE (DIVIDED BY) 5 GPM 15. SHOULD A HUMAN FECAL ACCIDENT OCCURS, THE POOL OPERATOR OR OWNER SHALL COMPLY WITH ALL RECOMMENDATIONS FOUND IN THE CENTER FOR DISEASE CONTROL AND PREVENTION'S (CDC) " FECAL ACCIDENTS RESPONSE RECOMMENDATIONS FOR AQUATIC STAFF" DATED FEBRUARY 15, 2008, FOUND ON THE DEPARTMENTS INTER NET WEB SITE http://www.floridahealth.org/enviromenVwater/swiWndex.html WADING POOL DATA SURFACE AREA 78.5 SQ. FT. PERIMETER 31.4 LN. FT. VOLUME 794 GALLONS FLOW RATE 50 G.P.M. FILTER TYPE CP7VDE VAK PAK SQ, FT. FILTERAREA 26.25 MEDIA TYPE VACUUM D.E. GALLONS 1 HOUR TURNOVER 3000 MINUTES TURNOVER RATE 15.9 PERSONS BATHING LOAD 10 z� 0o v EQUIPMENT SCHEDULE: WADING POOL ITEM QUAN DESCRIPTION 1 1 FILTRATION & WATER TREATMENT PLAN, SEE SHT 5 2 1 MAIN DRAIN FRAME & GRATE - 12" x 12" 3 5 GUTTER FITTINGS 4 N.A. EQUALIZER VALVE "N. S.F." APPROVED 5 4 FLOOR INLETS, ADJUSTABLE, CYCOLAC MODEL/ SOURCE/ PART# MANUFACTURER CP7VDE VAK PAK WG1032B HAYWARD SP -1019 HAYWARD SP -1078 HAYWARD SP -1425S HAYWARD 6 - - - - 7 1 TEST KIT, "DPD" TYPE 2006 TAYLOR 8 1 POOL RULE SIGN COMM. DPP F v cl STEP DETAIL SCALE: 1/2" = V -0" L 6" - FLOOR AND WALL GUNITE - 300C P S I. MAIN DRAT #30 - REBAR 12" O.C.E.W. FLOOR AND WALL WADING POOL SECTION ATIA 01101 BRICK COPING TILE, CER. "FLAT" - GLAZED (6 "x6") "MARQUIS ", GUTTER ± 101 "MARQUIS ", GUTTER 0 � 0 O Z M U Q O Z c�a O O O co 0- CA O Q SuolSiAaa M 0) N z ■®_ ■ CL N ■% W U) 0 3: — � f D LL 0 0 W u ■ d LL Lam. w U � v t U _j 0 0 t m 0 z 06 0 0 C Cq l() z +G� Q w 0 u— � O Q W >0 W Z ®w 0 r--. IL C) >� J Z :):r y am cg 0 IZ LL (O N {5) GUTTER DRAIN 2"0"x2" F.I.P. SP -1019 (10.0 G.P.M. EACH) BRICK COPING X 6" M.C. M N g WATER LINE LEVEL WITHIN t1 /8" LE SLIP + TILE, CER 6 "x6" M.C. -GLAZED STYLE - A3602 SISITANT DECK DECK (BY OTHERS) � (BY OTHERS) o z -H GUTTER PIPING "MARQUIS " - FINISH 1 t� 10 rr GUTTER PIPING NOTES SCALE: 112"= V-U' ® DRAWINGS ARE IN COMPLIANCE WITH FBC 2007, ■ DRAWINGS ARE IN COMPLIANCE WITH NEC 2008. ■ S82836, 06 -20-07 FOR BONDING AND GROUNDING SYSTEM FOR SWIMMING POOLS. THE USE OF AN UNDERGROUND BONDING CONDUCTOR. MADE OF #8 AWG. BARE COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE. AND 18 TO 24 INCHES FROM INSIDE WALL OF SWIMMING POOL OR SPA. DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.2(C) OF THE NATIONAL ELECTRICAL CODE. • THE BONDING GRID IF INSTALLED UNDER THE PAVED WALKING SURFACES SHALL BE CORROSION RESISTANT. • ALL IN- GROUND POOLS & SPAS REGARDLESS OF THE TYPE OF CONSTRUCTION MATERIALS, ARE REQUIRED TO HAVE A BONDING GRID. • FINAL BUILDING INSPECTION ONLY WILL BE ISSUED AFTER FENCE IS INSTALLED A - E LECTRICAL SERVICE TO POOL EQUIPMENT (BY OTHERS) OTABLE WATER LINE (BY OTHERS) 4" - WASTE LINE (BY OTHERS) REGISTERED ENGINEER 1 01 P.E. #55740 SAMUEL A. LIBERTORE SAMUEL A. LIBERATORE P.E. SHEET ^ of 6 NUMBER `i' 1268 ROGERS STREET CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 FLORIDA P.E. #55740 DRAWING C201101 NUMBER FORT KING COLONY VACUUM D.E. FILTER SYSTEM VAK PAK CP7VDE 18,900 GALLONS IN GRS 52.5 GPM IPM FILTE RATE, SQ. FT TOTQ6.5 O # 1 7 19" ELEMENT 3.75 SO. FT. EACH FILTER B 26.5 SQ. FT. TOTAL W /1" SPACING BETWEEN GRIDS 4" 1HP PENTAIR RECIRCULATION PUMP, 34 -0038 O 2" E 1 PHASE 230 VOLTS, 53 GPM Q 50 TDH, 5" STRAINER O 1 H.P. PENTAIR 34 -0038 VACUUM PUMP, 1 PHASE VACUUM TO WASTE W /QUICK DUMP VALVE 230 VOLTS 5" STRAINER O Q 1.5 BLUEM/HITE FLOWMETER, CF30150P 20 TO 100 GPM O 1 - VACUUM GAUGES 0# TO 30#, 2" FACE O GENERAL INSTRUMENTS THERMOMETER 32° TO 248 °F, 0 TO 120° O CL2 8 FEEDER BY STENNER MODEL 45M5 50 GPD 1" 30 GALLON REMOTE CHEMICAL CROCK s O PH FEEDER BY STENNER MODEL 45M2 10 GPD K 15 GALLON REMOTE CHEMICAL CROCK 11 1 VAK PAK SP84, CATCH -ALL FROM HEATER SEPARATOR TANK, S" FT M ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES 12 MINIMUM 60 WATTS 13 VAK PAK #RWLC AUTOMATIC WATER FILL DEVICE VALVES AND PIPE SIZES SIZE A MAIN DRAIN 4" B SKIMMER 4" D VACUUM LINE 2" E RETURN LINE 1.5" G VACUUM TO WASTE W /QUICK DUMP VALVE 1.5" F FILTER PRECOAT 1.5" H VACUUM TO FILTER 1.5" FRESH WATER FILL (HOSE BIBB WNAC BKR) 1" J FILTER TANK DRAIN 2" K RECIRCULATION SUCTION 2" L FROM HEATER 1.5" M TO HEATER 1.5" O TANK OVERFLOW 2" P STATIC LINE 2" WASTE LINE AIR GAP TO WASTE BY OTHERS NOTES: 1. ALL TANKS HAVE COVED CORNERS 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. 3. ALL PIPING "NSF -PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALVES WHERE REQUIRED: 2 1/2" AND UNDER - JANDY DIVERTER 3" AND ABOVE - BUTTERFLY VALVE r ` I U D V QUICK DUMP 3WAY VALVE M ISOMETRIC NOT TO SCALE TO CL2 FEEDER PUMP t u REMOTE CHEMICAL CONTAINERS TO PH FEEDER PUMP LOCKABLE ACCESS FRONT VIEW SIDE VIEW NOTE: ELECTRIC PANEL MUST HAVE 3' CLEARA"dCE FOR MAINTENANCE 0 (�)& PLAN VIEW QUICK DUMP 3WAY VALVE 150 G TANK TANK FLOOR SLOPES —� TO DRAIN FRONT VIEW TUBULAR STEEL FRAME TANK CORNERS COVED CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 1 DRAWING C201101 PLAN VIEW SCALE: 314" = V -0" WAS AIR i TO WAST VALVES AND PIPE CONNECTION SIZES SIZE A MAIN CRAY 6" B SKIMMER/GUTTER 5" 0 VACUUM LINE 2" E RETURN LINE 2.5" F FILTER PRECOAT 2" 0 PUMP TO WASTE 1.5" H PUMP TO FILTER 1,5" I FRESH WATER FILL (HOSE BIBB'4/VAC BKR) 1" J FILTER TANK ORA:N 2" K RECIRCULATION SUCTION 3" L FROM HEATER 2" M TO HEATER 2" 0 TANK OVERFLOW 2" P STATIC UNE 2" R FLOOR DRAIN NIA VACUUM D E. FILTER SYSTEM VAK PAK AP16VOE 43,200 GALLONS 9L H8S 120 GPM 0 2 GPM FILTER RATE, 60 SO FT TOTAL 4 18 111 ELEMENT 3.75 SO. FT, EACH FILTER O 1 60 S0, FT. TOTAL Wfi" SPACING BETNEEN GRICS 2 STARME P6E6GL O HP RECIRCULATION PUMP. 1 PHASE 230 VOLTS, 132 GPM ® 50 TOH, 6" STRAINER 1 H P PENTAIR 34 - 0038 VACUUM PUMP, 1 PHASE O 230 VOLTS 5 " STRAINER O 2.5" BLuEmwwrE FLOWMETER, CF30250P 60 To a 240 GPM O S 1. VACt J!JVnksl1r CC T,) %P TFArF FRONT VIEW SCALE: 3 = V -0" 1. 2, NOTES: ALL TANKS HAVE COVED CORNERS ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. 3. ALL PIPING "NSF -PW' APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALVES WHEN REQUIRED: 2 1/2" AND UNDER - JANDY DIVERTER 3" AND ABOVE - BUTTERFLY VALVE O GENERAL INSTRUMENTS THERMOMETER 32' TO 248 °F, 0" TO 120' O CL2 FEEDER BY STENNER MODEL 45M5 50 GpO B GALLON REMOTE CHEMICAL CONTAINER O PH FEEDER BY STENNER ,MODEL 45M2 10 GpO 15 GALLON REMOTE CHEMICAL CONTAINER 1 , VAK PAK SP34, CATCH -ALL 11 SEPARATOR TANK 64 So. FT, 12 ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES MINIMUM 60 WATT BULB 13 WATER LEVEL CONTROL(RWLC) 15 ORP CONTROLLER MAKE MODEL ci FRONT VIEW SS VENTIL .L =AKER PAI VAK PAK CB502 SERIES CABINET DETAIL C/ xl �d 17 COMMERCIAL MODEL # AP16VDE 4 FILTRATIOIWRECIRCULATION /DISPLAY RECORD# SYSTEMS 64 - Jacksonville, Florida 32206 - (904) 353 -4403 DWG # NOT TO SCALE I 13 I 1 SAMUEL A. LIBERATORE P.E. FLORIDA P.E. #55740 1268 ROGERS STREET CLEARWATER, FLORIDA 33756 PHONE: (727) 442 -8443 0 W O r d Z M_ U Q 6 Z d � O Q Q: SUOISIAa�j M • z ■_0 ■ IN C) O O O W ■ � U (D LL ' 0i W U U C Q 3 "v ca s U O O 1- 0 z 06 O O •j 0- L0 M U) o u- Q_ < WC) i 0 z ®(n o0- O Z ::): I� O ^^ I� C:) C U_ (ON REGISTERED ENGINEER / T1 P I o r I , 1 10 PIL P.E. #55740 SAMUEL A. LIBER SHEET NUMBER DRAWING NUMBER 6of 6 C201101 FORT KING COLONY L C01` ISOMETRIC 7 HOSE BIBB WNAC E BREAKER 4 Q L B A T O y'� I 1.