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Home My WebLink About11-12235 r CITY OF ZEPHYRHILLS � ° 5335 - 8TH STREET °_ ✓ . , , (si3)�so-oo20 12235 BUILDING PERMIT Permit Number: 12235 Address: 37409 WEDGEWOOD DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-0740 Improv. Cost: 82,545.00 Date Issued: 8/26/2011 Name: ADAMS LARRY & SUSAN Total Fees: 805.50 Address: 37409 WEDGEWOOD DR Amount Paid: 805.50 ZEPHYRHILLS FL 33542 Date Paid: 8/26/2011 Phone: 7655853539 Work Desc: REAR LANAI, REPLACE SIDING, REROOF & INTERIOR UPGRADES EAST PASCO ELECTRIC, INC PLUMBING FEE 60.00 MECHANICAL FEE 60.00 DENNIS WILLIAMS INC BAHR'S PROPANE GAS & A/C, INC. /� RYMAN ROOFING INC � I ' ��' �� . � 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 properry 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. "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 your notice of commencement." Complete Plans, Specifications Must Acxompany Application. All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. CON ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City ot Lephyrhills Nermit Hppucaiion �2� rax-oio-iou-vvci Building Departme�t .�12 J Date Receivec� ' i i�� phone Contact for Permittin V l �� - 5 7 7� Owner's Name �...� Q '�jU�.SAI� �}�1�11. Owner Phone Number ? S �� 35�5 Owner's Address 3�� D �(L�V.�. Owner Phone Number Fee Simple Titleholder Name ��M£ Owner Phone Number �— � Fee Simple Titleholder Address ��- JOB ADDRESS �J7 � w�-�JCs�kl�� R�V.E LOT # 7 � SUBDIVISION � �O�fl ��NO� , PARCEL ID# (�'�' Zl� �120 - DOOOrJ � 07'�O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADDlALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK � FRAME Q STEEL � DESCRIPTION OF WORK A�D� �A1�1 ��GP��►�. �✓'�O�Nts ��►Q,Qp� � IN�RIPQ, LL(K'oQ-�.'�„S BUILDING SIZE � X� IYlot� SQ FOOTAGE � 1 g HEIGHT 8��p'�S [�BUILDING $ ��, `�5, VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ i' ,�,�^ _� AMP SERVICE [�] PROGRESS ENERGY Q W.R.E.C. c�� r�o� �PLUMBING $ `, �� p � QO � �� -� 1 C� ►� � 1��✓ �MECHANICAL $� VALUATION OF MECHANICAL INSTALLATION L�,"�`P s�Y�`" � l � U� OGAS � ROOFING Q SPECIALTY � OTHER 3� � P FINISHED FLOOR ELEVATIONS Ago��, ��t.o,,,J�.1 FLOOD ZONE AREA QYES NO �`'� J O oq u BUILDER �� COMPANY � M,�cl� CE�S"S'WI�.TOI� y�NZ, SIGNATURE REGISTERED / N FEE CURRE� Y/ N Address ��J' J�� £.Ql1 (W11.�,5 �y,., 3'a'S�1 License #��s�, �� 1 � ELECTRICIAN �( �1 �O COMPANY GHST �A�� G�-��R�C SIGNATURE �� REGISTERED Y/ N FEE CURRE� Y/ N Address ( ��- �.�- �-fl G� � License # E< < 300 30�� PLUMBER /� -(��,,., ' � �%� COMPANY ��N�'S W��A!'J45 ��M.4111C+ SIGNATURE o��"h"�'� ��..1.,-l� ��.'..w- REGISTERED Y/ N FEE CURRE� Y/ N � Address -$�X �3g Z� 33.539 License # �C- �'�' � � Z- MECHANICAL ` �' �' COMPANY �R-cS C��S � (� �.. SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address � �-� �4� �',YJ � �S� � Ucense # �� 8 OTHER �n COMPANY SIGNATURE In� REGISTERED Y/ N FEE CURRE� Y/ N Address �'I�G j ��U� Ucense # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Pla�s; (1) set of Energy Forms; R-O-W Permit for new construction,. Minimum ten (10) working days after submittal date. Required onsite, Constructlon Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilttles & 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 consUuction. 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 all new projects. All commercial requlrements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""'PROPERTY SURVEY requlred for all NEW construcUon. �a - nTii�r��rr�� Directions. "'" "''�'" ' a '�� Fill out application completely. Owner & Confractor sign back of applicatlon, notarized If over s2500, a Notice of Commencement is requlred. (A/C upgrades over s7500) " 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 AppUcation Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/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" restricfions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance evith any applicable deed restrictions. UNLICENSED CONTRAGTORS 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 unce�tain 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 buNdings, as specified in Pasco County Ordi�ance 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 Cot�nty 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 appiicabie 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 ce�tify that i understand that the �egulations 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 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 pian 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 fili 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 ticense 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 PA TH YO R OR AN ATTdRNEY BEFORE RECORDING YO u' NOTI E OF COMMENCEMENT.' CONSULT WI FLORIDA JURAT (F.S. 117.0 OWNER OR AGENT CONTRACTOR N � �,, scribed a d swom to a ) b�fore his� Subscribed an swom to rm ) b ore �e thi 1 �� ,,� wc �1 � ��' L�bY Who i are personally known ave produced Who is/are personall knovm to me or haslhadentificallon. — as idendficadon. ✓. �,'� ��—� `7� � � � ��-) Notary Public � � `�`- .�' Notary Public � ��°'�' �"'�+ � Commisston No. ANNAMAkIt �rN H-TERRY Commission No. .��" �°°�^"�-�" - "^� ,�,<� . Notary u c • d t4.201: ��a�Y�P„ ANIvF.MP°iF l_r': rt "rF;;- ' `� ' `' '. = M Commission Ezpires Ap o '� - + +, U - ..8 6 O - �Gfl' 2 � staA,�edlssio^ � Name of Notary � � Name of Notary �� ; al Notarv :�ssn .� ;•= My Commission Expir<< 4pr S: '• Bond�dThroughN� 3"�� `o�; Comm�ssion # ;)[: 74C� " "'�`'�� ''%:;,� ;; ;.°�'�� Bonded Throuyh Nationa! Nu!ary � �^ -�r� . , . �i9 y`f v �� 10�3 � ��p� • ' , �. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ry1G�-n c`_i�,c,�� Date Received: �j — s 1 � Site: 3 � � Og 1��.� �DOGI ��l' Permit Type: L�.y� �Q 3 � � �� c1Y L�Q�,�� 2� 'J 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. � � ��/� / alvin itzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Pasco County Parcel: 10-26-21-0120-00000-0740 001 Page 1 of 1 Data Current as Of: Weekly Archive - Friday, August 12, 2011 Parcel ID 10-26-21-0120-00000-0740 (Card: 001 of 001) � Classification 01 - Single Family Mailing Address Property Value ADAMS LARRY RAY & SUSAN KAY Ag Land �p 37409 WEDGEWOOD DR ��d $21,056 ZEPHYRHILLS FL 33542-7950 Building �79�598 Physical Address Extra Features $674 37409 WEDGEWOOD DR ZEPHYRHILLS FL 33542-7950 Market Value $101,328 Leaal Descriotion (First 4 Lines) Assessed (Non-School Amendment 1) $101,328 See Plat for this Subdivision � Non-School Taxable Value #p WEDGEWOOD MANOR PHASE I& II School District Taxable Value #101,328 PB 27 PGS 11-14 LOT 74 OR 5632 PG 1361 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �1� 0100 SFR OOR4 4,500.00 SF $4.65 1.00 $20,925 �� 0100 SFR OOR4 422.00 SF $0.29 1.00 $122 �� 0100 SFR OOR4 920.00 SF $0.01 1.00 $9 Additional Land Information Acres 0.13 Tax Area 3 ZH FEMA Code AE Residential Code WDGWLPI Buildina Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1994 Stories 1.0 Exterior Wall i Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring i Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 BAS 1,434 $86,585 2 � FGR -� 340 $8,212 � 3 � FOP 20 $302 Extra Features (Card: 001 of 001) r Line � �Description Year Units Value I 1 DWSWC 1994 348 $561 Z CON PTO 1994 �- 70 $113 Sales History Previous Owner ADAMS LARRY RAY Year Month Book/Page Type Amount �- 2003 i l � 5632 / 1361 W D $0 2003 10 5596 / 1800 DD $0 -� 1994 � O1 3247 / 1168 WD $77,000 http://appraiser.pascogov.com/search/parcel.aspx?sec=10&twn=26&rng=21 &sbb=0120&b... 8/12/2011 �y N�►� �p�15�R.u-�.�'�o� �� L , �--�P-�R.� ��M�S ��0l3 �? �O �1 �--� �D��,1ooD ��.t� � � 1-�.. �- � 8 3�-' Q � e��c+c . I �-' ra' ��'P� t.ANA 1 3� � � 2� ' �x�sYti�cc,. , Ho� 7 St Dg ��. Sg.T 8�4G1C � S�og "J � s� ( � I No�� ?S� FRoaT s�T B�aK S �� ` 1 ��_ ��. ��o�.wooD �s� � �� .o ^ 7 �}- i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii _ , NOTICE OF COMMENCEMENT 2011121017 STATE'�F FLOR�DA COUNTY OF PASCO T� U1vDERS�G1vED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. ( �-. Z(p - Z� . p� Z,p _ pp _ p- �,�,� �1£O�EWooO NI,ANOR �H�� ,g Z7 �pG.S ll I� � Lot?� pR S� "�G t3t�1 (legal description of the property and street address) 3l �09 ticl�Db�Wc�o9 ��vE� Z�.Pt4y(�Ktus, ��„ 3a5'E2 2. General Description of Improvement: Q ��,� X ��qN,p� �p R I�t�.15�Oth(C.- � Q.a2F I�rlO 1 Kl�,�►oR'�rlo� rmorlS 3. Owner Information: Name: �..R(Z,Q� ��,� �� Address: � r.}p 9 p� �� -�� City Z�p��N� State ��„ Zip code ��a.Z Interest in Property: pW�y� Name of Fee Simple Tittleholder: � If other than owner: Address: City State Zip Code �. , Contractor: Rvman Construction Inc ( 813-782-08251 Rcpt :1381646 Rec : 10 . 00 Address: 36413 S.R. 54 Ze�h yrhills FL 33541 DS: 0.00 IT: 0.00 08/04/11 K. Ga�cia, Dpty Clerk ' S. Surety: Name N/A Phone # Address City State Zip Code Amount of Bond: $ PAULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER 6. Lender: Name N/A Phone # 08 �04/il 02:14 m 1 of 1 Address OR BK �5�2 p� Z�� q i City State Zip Code 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes: Name N/A Phone # Address City State Zip Code 8. In addition to himself, Owner designates: N/A of Phone # to receive a copy of the Lienor's Notice as provided in section 713.13(1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified.) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, 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 1NSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner: �k Printed Name _ I��Q.,(ZJ ��ZjA, STATE OF FLORIDA COUNTY OF PASCO I � The foregoing instrument was acknowledged before me this day of vt� � 20�, personally Irnown to me or who produced identification, and who did/did not take oath please circle which - Notary Public: G�U �%1 • y Commission Ex ires: p Under penalties of perjury, I declare that I have read e foregoing Notice of Commencement and that the facts stated in it are true to the best of my knowledge and belief. �i ��,,,,� ANNAMARIELYNCH-TERRY ;?o»� Notary Public - State ot Florida (Signatur Owner Signing Above) ; ;.; MyCommission ExpuesApr4 zo�2 ' ''%�;,q; ,;;::� BondedTh N tlonal No ary Assn. STATE OF FLORIDA, COUNTY 4F PA5C0 THIS IS TO CERTIFY THAT.THE FQf�EG01NG (S A TRUE AND CORRECT C�PY qF TNE D�� 11�V,lENT ON FILE OR OF PUBLIC�Ft�COR�•lN TtdiS OFFiCE WITN MY HAND AND FICIAL 5�At �`HtS DAY OF 2,�_ PAULA S O'NEJL, CLER COI�IPTROt1ER gy DEPUTY CLERK �. �...,�..,....M� REAR ELE 1/4 = 1 0 RIGN'r ELEVATION 114 = 1 0 11 - -- - - - - - - - - - - - - - - - - - - - - - m - - - - -- - - - - - - - EXISTING EXISTING M,45TER BED DINING ROOM REMOVE EXISTING SLIDING GLASS DOOR FROM OPENING AND INSTALL NEW 6'0' FRENCH DOOR UNIT TOP OF WOOD BEAM B' 4' e ALUMINUM SCREEN CHANNEL ATTACHED TO POST AND FRAMING 4X4 P.T. POST I � III I w NEW SCREEN ROOM PORCH F. A 53U t NE O' O' I ; i DBL 2 X 12 •2 PINE BEAM t 4X4 P.T, POST I WITH ONE LAYER 1/2" PLY WOOD IN CENTER I — — — — — — — — — 24' TALL WOOD KNEE WALL 14' 0" FLOOR PLAN 1/4" = 1' 0" - -m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — RIGHT ELEVATION 1/4 = 1'0" f�C�r�m Ll rr� �1'3e'ec��t I; .I 1' I �I I• .I I� �I I� I II , I� I II TYPICAL MONOLIT10C. SLAB AND I i i FOOTING APPROXIMATELY 4" BELOW I� EXISTING HOUSE FINISH FLOOR I I� I I� , �I FL 10852 ROOFING I� .I t� �I I� ,I FL 11915,1 ii 'rill FL 12019.1 WALL SIDING EXTERIOR NARDI BOARD FL 13192.1 L_ - ------------------------ _ - _ _ _ _ _ - - _ - _ _ _ - _ J AP SIDING ---------- RIGN'r ELEVATION 114 = 1 0 11 - -- - - - - - - - - - - - - - - - - - - - - - m - - - - -- - - - - - - - EXISTING EXISTING M,45TER BED DINING ROOM REMOVE EXISTING SLIDING GLASS DOOR FROM OPENING AND INSTALL NEW 6'0' FRENCH DOOR UNIT TOP OF WOOD BEAM B' 4' e ALUMINUM SCREEN CHANNEL ATTACHED TO POST AND FRAMING 4X4 P.T. POST I � III I w NEW SCREEN ROOM PORCH F. A 53U t NE O' O' I ; i DBL 2 X 12 •2 PINE BEAM t 4X4 P.T, POST I WITH ONE LAYER 1/2" PLY WOOD IN CENTER I — — — — — — — — — 24' TALL WOOD KNEE WALL 14' 0" FLOOR PLAN 1/4" = 1' 0" - -m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — RIGHT ELEVATION 1/4 = 1'0" f�C�r�m Ll rr� �1'3e'ec��t I; .I 1' I �I I• .I I� �I I� I II , I� I II TYPICAL MONOLIT10C. SLAB AND I i i FOOTING APPROXIMATELY 4" BELOW I� EXISTING HOUSE FINISH FLOOR I I� I I� , �I FL 10852 ROOFING I� .I t� �I I� ,I FL 11915,1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 WALL SIDING EXTERIOR NARDI BOARD FL 13192.1 L_ - ------------------------ _ - _ _ _ _ _ - - _ - _ _ _ - _ J 14' 0" FOUNDATION FLAN 1/4 2 1' O" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA131LITY IN8URANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIM$, L08SE6 AND EXPENSES (INCLUDING REA60NA15LE ATTORNEY FEES) AR16ING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COOT OF REPAIR$ OR DELAY TO THE CONSTRUCTION O 2X4 BLOCKING ATTACH AT TOP CORD OF GABLE END TRUSS AND THREE TRUSS BAYS WITH (2) I&D NAILS AT EACH END 16" Or- OF GABLE TRUSS WITH SIMPSON L5TAI2 STRAPS 12" CC EXISTING HOUSE PRODCUT CATEGORY APPROvM PRODCUT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL • STRUCTURAL COMPONET HIO SIMPSON FL 10456 STRUCTURAL COMPONET AC4 MAX SIMPSON FL 10868 STRUCTURAL COMPONET AEW44 6IMP60N FL 10649 STRUCTURAL COMPONET LSTAI2 SIMPSON FL 10852 ROOFING ASPHALT GAF SINGLES ALL FL 10124,1 ROOFING 0 30 FELT ATLAS ROOFING FL 11915,1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 WALL SIDING EXTERIOR NARDI BOARD FL 13192.1 AP SIDING EXTERIOR DOORS DOUBLE SWINGING PLAST PRO FL 6142.4 THESE DRAWINGS ARE THE PROPERTY OF RYMAN CO`• .' ?TRUCTION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRI'1 EN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBI' ED. O� O N ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OFZEPHYRHILLS ORDINANCES Rf - VIE� : VV DATE :I TY 47 ` pI`IYr� {II_I ARfKAY ENGINEERING INC, 6TR -'TU Al. ITN6iINEE.RS i R! :HA D L, iKIJDEY P,E. FLGR"t>A LICENSE NUIMB:Ft 31296 I HERBY CERTIFY THAT TL4r- -S= PLANS AND SPECIFICATIONS WERE PREPARED DY ME OP UNDFr< MY DIRECT 6UFERV16ION ARE IN COMPLIANCE W:TH C NAr -TKR 16, SECTION 1609 OF THE FLORIDA BUILDING COt; E 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL, AND 2009 6UPPLEMENTS m z u Z V1 fu N z N m ® LU o 0 0 19 N V? Z N z � � >0 in fu m , ® <m 0 Z w � VI u a LL N L Lh i IT m Z 2N W ui m j (DLL mp r� • • C � N U z Q) a�a uj d } 0 Q Z Q F- Q 0 0 _d) r o � o A Q d Z �z� 0 � 4 � A � V/ TOTAL AREA FIG 1 OF: 2 ARKAY ROOF TRUSS FLAN 1/4 = 1 011 GENERAL NOTES: THIS BUILDING HAS BEEN DtBIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2005 SUPPLEMENTS ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLORIDA FROFES61ONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THI8 STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS SLAB: LIVE LOAD$ - 50 P .$.F, DEAD LOADS - 0 P,S.F, ROOF: LIVE LOAD$ (TRUSS TOP CORD) - 20 P.S.F. DEAD LOADS (TRUSS TOP CORD) - 10 P,6,1F, DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.B.F. ASSUMED TRU88 SELF WEIGHT ( DEAD LOAD) - 1 P.B.F. WIND DESIGN A68UMPTIONB: BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR ■ 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 1 EXPOSURE ADJUSTMENTS COEFFICIENT • 1.0 ENCLOSED BUILDING INTERNAL PRE66URE COEFFICIENT " • / - 0.18 SEE WIND SPEED AT BOTTOM RIGHT OF ALL SHEETS CONSTRUCTION TYPE: V SOIL BEARING 1 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE $OIL BEARING CAPACITY OF 2000 P.B.F.( MINIMUM ) THE CONTRACTOR / PROPERTY OWNER 18 RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE 81TE 1$ PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.B.F. FOUNDATION LOADING ARKAY ENGINEERING INC: A REGISTERED LICENSED FLORIDA FROFE86IONAL STRUCTURAL ENGINEERING COMPANYi DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY $OIL TESTING ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING 817E SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. BLAB SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.8.1. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH A8TMI A -615. LAP SPLICES, WHERE REQUIRED $HALL BE A MINIMUM OF 25" FOR 4 5 RE15AR , 30" FOR '6 REBAR 4 35" FOR 0 1 RS5AR PLANS ARE ENGINEERED FOR A MAXIMUM BTEMUJALL HEIGHT OF 4 COURSE$ ( AFTER FINAL 61TE GRADING) THE CONTRACTOR OR BUILDING OWNER $HALL DETERMINE THE EXACT BTEMWALL HEIGHT BABE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE: THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING BTRECTED FROM MARKER TO MARKER '(O VERIFY REQUIRED SET BACKS SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED 13Y REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, CR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE SHALL STATE: (PER FBC R320.0 THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 16 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMEN OF AGRICULTURE AND CONSUMERS SERVICES 1/2" CDX OR 1/16" OSB ROOF SHEATHING IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY, A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY A68URING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM $HALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE BLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.11) INITIAL 601L P0180NIN61 TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.0,) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1.2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320.1.3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT $HALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR BOIL TREATMENT. ( PER FBC R320,1.5) EXTERIOR $OIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12' OF THE STRUCTURE 81DE WALLS (PER FBC R320.1.60 AN EXTERIOR VERTICAL CHEMICAL BARRIER $HALL BE INSTALLED AFTER CONSTRUCTION 18 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALL$ (PER FBC R320.1) AFTER ALL WORK 18 COMPLETE ANY L008E WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320.8131) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN B /8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER F13C R104) EXTERIOR WINDOWS 1 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR $HALL BE TESTED IN ACCORDANCE WITH ANSI /AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES $HALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRE66URES SPECIFIED ELECTRICAL, PLUMBING, t MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DE8IGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS /HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT 'AFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 1 FIXTURES $HALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM RE13AR TO ELECTRICAL PANEL PER N.E.C. TRUS3E8: IF TH'v CONTRACTOR , TRU68 MANUFACTURE OR ANY OTHER DE51GN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC 16 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SECURE U1ALL TO SLAB WITH 1/2 "X5" REDHEAD EXPANSION BOLTS 24" OC SECURE POST TO SLAB WITH SIMPSON ABU44 POST BASE WITH 5/8 "X5" REDHEAD EXPANSION BOLT AND l(o) 16D NAILS IN POST 1 SEE ROOF TRUSS PLAN SECURE POST TO BEAM WITH SIMPSON AC4 POST CAP WITH (6) IroD NAILS IN POST AND BEAM 2X4 WOOD SUB FASCIA WITH ALUMINUM SOFFIT, FASCIA AND DRIP, AND GUTTER m i I I � I 000 000 11^ � Kl :CJ SHEET BOTH SIDES OF WALL WITH 1116" 05 SHEATHING NAILED 3" OC ON PLATES AND 6" OC ON STUDS, 16 "X12" MONO FOOTING WITH (2) "5 REVAR ON CHAIRS WALL SECTION DETAIL NOT TO 5CAL E 5' O" ELECTRICAL FLAN 1/4 _ 1 1 0 11 5' O" I I ROOF EDGE I I _._.._._. ...... ...... ............. ._._-_..i.._._. 0 \ I i% \ T T RIDGE I O O i at 3 0 �\q(y�v •— • -- --- — •- -- •— •--- •- - -- -•— - �� O O uj _._ 2 _1 —� — — r — ----- ...... -F• —•— o O I GABLE END PARTIAL ROOF PLAN PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE R215A, I6" - 24" INCH PANELS DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NONE REQUIRED AT RIDGE OR HIP. 12" - 16" LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE 61DE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGE$ ZONE ° SO RING SHANK NAILS AT 6' OC AT ALL EDGE$ BD RING $HANK NAILS AT 12' OC INTERMEDIATE ZONE 2Q O3 8D RING SHANK NAILS AT 6" OC, 4 OC AT ROOF EDGES, RIDGE LINES, OR GABLE END WALL NOTE. END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C08T OF REPAIRS OR DELAY TO THE CONSTRUCTION R -30 INSULATION IN ATTIC AREA _ t NAILED PER ROOF SHEATHING DETAIL ENGINEERED ROOF TRUSSES WITH 8D RS NAILS, USE STEEL PLYCLIPS AND 0 30 FELT WITH SHINGLES, 1 2 INSIDE CEILING LINE OF SCISSOR TRUSSES, COVER WITH BEADED VINYL SOFFIT DBL 2 X 12 0 2 PINE BEAM WITH ONE LAYER 1/2" PLY WOOD IN CENTER SCREEN DOUBLE 2X4 "2 COVER SHEATHING SPRUCE TOP PLATE WITH TYVEK HOUSE WRAP \ H L\ SIDING \\ STUDS SPACED 16" OC SINGLE 2X4 P.T. BOTTOM PLATE THESE DRAWINGS ARE THE PROPERTY OF RYMAN CONSTRUCTION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRITTEN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBITED. 2x4 CROSS- BRACING m RIDGE I 20' -O" MAX i L4111111 111 Ail E I 1�1 D�i SEE TRU88 SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS RE Q, MINIMUM TRU55 BRACING ALUMINUM SCREEN CHANNEL ATTACHED TO POST AND FRAMING 4X4 P,T, POST TOP /BOTTOM CHORD GABLE Z END BRACING A 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) c m CONT, BOTTOM CHORD BRACING (1 "x4" MIN,) s 10' -0" MAX. ARKAY ENGINEERING INC, STRUC RAL ENGINEERS RICHARD �. KIJDEY QP, . FLC %R;D 1 LICENSE NUMB'E - P. 31296 I HERBY CERTIFY IHAT TI-12SE PLANS AND SPECIFICATIONS WERE PREPARES? BY ME OR 1 -! \DFR MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH rNAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL, AND 2009 SUPPLEMENTS Z�zm m o 0 ® t9 &° co!I z 00 > tn p �N z M cin m u , 0 m Z � W Ul X W O �a Q A u n� Ly z N r m 3L F I Z ul m Q :jW OD LL LL r� c:l • _0 Q� z 0 ) LL 3 , 1. Ul �$ ` LU gal ll.l W � J Q d Q Q 0 3 r o p Q O O �s� ~ LU A ALSO AC ° � T AREA 1 6 0 SCQ, FT, 20P2 ARKAY NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH THEE HILL ROAD L I VINGSTON, ,NE1 TERSE- 0'039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWiNG GENERAL NOTES -- I. rrls podvct has been - oh,aIed a nd 'e n co >F6p,ce -, It) the 2007 Ffoddo kfi Bwng Code IFBCI slrucliral equxemer s e c1Ldi ng me 'High Vetocily Hi cane Zone' iHVH21. 2. Produc! one hors shot be al listed and spaced Os shevrn an delol6. Anchor ernbedmenl to base material stall be beyond w,( dreuing as slucco. 3. When used In areas- requiring wind borne debris proleclion This producl 9 co Ii s wl I I h f e i t � h Irt I trip e Ili Section 60 , 2 of I e BC and does no a .. a an 1 9 Pa ,esisronl cc Th6 psoduCl meals missile leyel "D" and Inc udes Mnd tone A.% d0i,ed to A3rM E1"Is 4. Fa 2x ssvd framing conslrvc Bon, ancno at fl - >a units Ihos be the sama os Ihol lhown for 2x buck mosorry con;lruc Pon. 5. Slid concilions Ihot deviole tram the details al Iris ;crowing: equire Ixlher engineering andysts by a licensed engineer of regls'ared orchllecl TABLE Of CONTEM3 SHEET E DESC.IMTION I 1 of els�olion dev resswes. 3, onaral nc!as 2 Dos Pana a acs 3 Hxhcrld�ro IectlOro 1 �'erlKOl loss Thous ' - S Buck and li=e anchoring • 2X bual, masonry ccnslr. lion 6 Frome anchsing IX bLck masonry coro on 7 BID d mat ends 3 components r -- -- 1 I s SONV,, --T OPENwG i i fR5l, I L2l l NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAM LIV Ory NEW.;EFSEY O`o 3e DISTINCTION SERIES GLAZED FIBERGLASS DOOR INSWING / OUTSWING GENER A L 1+OTE5 Ines aradu ho. been e :Sr") s r coinpf anr;6 y dh I e 20;' Flari7c But di-g col If iFBCf sl J�xgl'eyu el rls s?_uJu.g it a'ligl Wal H r;care lore' (Hr HZ! 2 ROducl orxhu3 still r 1 1 led nun pi edt Sia r on c.hus. A�xhBf ambadmenl to eerie Tola:'0 sae , a be .cord - erring a I uL 3 M secca'era baTedebroL oleclorn:epcduul, era aced r11h p ir,pocl re;ironl Ca anng It cl car.1[Aies II. Se; sot 1509 1 2 01 the 20,.1 FBC 4 lip 2, flud Irantirlg consfr,Ulan. anchedrlg D rhere uni'i 5h be Ill. s A IPrv'I IIrOw' lot 2, Lick ncso, ,, ccnstrltan. 5 9 c c xSlro' slat ce'rkcNe 1101 ire 1el :it ct 115 dfo. -.In,a rea,4re Iv litre engine g ova �s b. at Ik'a'rad alrsyn v, a e9i, eo o1d111ec1 ins E G C i OMEV^ � - s R4ti Em E &F✓w �° xS{fkY' - " SHET s -- Df3C47 !GN I Ei7G CREsS rpj1?il %E - ----.- - FE jASF) . I:EG e�7l14. ae• s _ rP _ o,cns. des+�r pz <.1 - Cs 3 c -�c. -- , F PULL L 21.0 ' E " 0x:5 0G' — 3 . e ah -- NN:IiEa cs Verti:y.r_a radios + ar. 0 _ 7_ 4 - 5 B x k a nd tame 2x onsh_r.11cr 1 6 f rile an chonn kne,.rry _ens ncr_ - - - - -' -611 g dalar of Te arid, . youn6 d rntporen• -- _ -- -- N ?.S;NIP,1 :�PCNIY a; 9 50 nsq OHER Ar: RAn r,CTH C o 1 b 3 � a � i t j i" rk U f3 o � a b a v w � �ff a 1 s Q 4 9 /17/05 scut N T S.. a+v. vr, JK f :HL 9r. LfS r ow.wrvc +a, ' FL -6231. I T � u 0 � f T ° L _ °R, r., v Dar '-� 'R.v.,E'nCIH -•-. I ool Ll FULL LITE . L L - ,; � - s R4ti Em E &F✓w �° xS{fkY' - " C5k'EIFALI 0_l Q Dm S ON . `- - V! d$5 CP81 I Ei7G CREsS rpj1?il %E - ----.- - FE jASF) . I:EG e�7l14. i V 5 n _ 0 sn r'X2' F PULL L 21.0 ' E " 0x:5 0G' — 3 _, TYPE;- + ar. 0 , a 1 INSwIl/G 37 sg' x 9e 0 +65 0 70.0 OLTSVJING 37 SO' x v6 50' +65 0 d5 0 FULL LITE . L L - ,; � - s R4ti Em E &F✓w �° xS{fkY' - " C5k'EIFALI 0_l Q Dm S ON . `- - V! d$5 CP81 I Ei7G CREsS rpj1?il %E - ----.- - FE jASF) . I:EG e�7l14. i V 5 n _ 0 sn r'X2' F PULL L 21.0 ' E " 0x:5 0G' — 3 _, TYPE;- + ar. 0 , a 1 GENERAL NOfE3 '" RO Ll'E 21 00 ,: �. 63 V F-J',l LrF 21. 9 GO' v + 47.0 47.0 T 4, 0 -- 4 7.0 OUirN1IId - FULL LITE Maricane tore' (HVH21. — -1 A'1 111E 41 00' A 63 �e 3 , LITE Ae. BU - -- � 44 7A GI 2A BUC a ;Ile 3i Tr 1 TT, vT' cw \ 9`i I E SN et L �- � - - —, — T L rn;�at c�1An - - T I° i � B UCK AriCNG 11 JAMS R4A anCNOd _ 5 RUE .'.Ali 1 ono r, 2r i:-vr I �; nlir< lit res 1 1 4 Es tors; ale sc ews ar- .h:nrg ?> h. ck eqL u'e c nhunu - , '' eau,ca 1 IID51 fr edgas a 1 -P4 tnrinu 6 do t rid c Iu7 w:1 4' I , Ic i r e _ancrale 5cre^s su osl4ulro, el eqL a1 conarcf le sC en, barn D dill�r� 7t s' PPIi md, tfa:e Jiffs• e„ edge de ac.. _ d �'r a cs -,rnx o P /1,,96, -h TIC eta u he co tars may ae ocfusled to moitrlon the mmlmvn7 eag,a dlsrorlCe fa �narror I nL. Ii o to e sc ar -.loco �z tnrea a a Or. CE1 cR m :s o od)L,r,.o Ic 'I'D a' Ire n- w -,edge delunce io nv_vtar loin t :. addle' na ? co,xrete sc ews 71oY ce e,:,uted u e,,S,e 1 -.e a :1 „ "a e d,I e.: ;.;ns u; exceejee 2. I,4 ",T .r concrele s a aocha,ng tame ens, or i' requtre o minimum 2 rZ Cleo anca Ic mo!O - Cages a I + t Ono e n ra r r - 3 - c U _ adloce co %(1, e sore SVb,f'IL I ;- of equal haft D :1,Fe 5 r11)s hc 9 J'IFera tI e," - E L v Lerife' d., - LIE requs a 'sills --, r.. _ •3 ;�,e . locOlin,, of , re, atria's mny be anjL sfed d m Irian the minimum edga dlsldnce o m -,fa, Lair i r er ; e e =,- 'CCo'i r r n = as atAY. '. CEI IFE9 v;f be odh s ad mein NIc mnlrrnow, odve distance IO n1Orl ar pin Ls o1jd4 conaele screws be soured Ic anwve me �• ;,cum co e. di! ans,- is of a.ueecec. NAN YA PLASTICS CORP. PLASTPRO INC. r� t 9 PEACH TREE HILL ROAD \ E L' VINGS TON, NEW JERSc'Y 01.39 W e G J01nAx 0 SyIE'++101H -i 71 171.N1c. 0�f44Ll FRAME wl01`t ---j C DISTINCTION T—T— SERIES �1t1�Ifi= - � - .s' �t ? - E GLAZED FIBERGLASS DOORS LE51Gii PREiSURE /p SF� INSWING / OUTSWING J arcs a os , ec hors _, TYPE;- 5 _ Buck and frorne o h 'n^ x nc on r 2 buck moscn cons n;clion GENERAL NOfE3 IYfGAT!.'. Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron 1. Tnis prodvct has beer, evoiuci ed and 6 In compoonce wish the 2007 Florioa = 50 al m g atar 06, icring debt 3 cgrrponenis Su"(19 Code (T BC) slrucJvQI requtr emaNs axcduding It,e'High Velocity 74 x _ - W , x FULL LITE Maricane tore' (HVH21. II +37,5 -37.5 3 , LITE 21.00'x6300' 2 P'Oducl anchors shop be as Bsled and spoced as shown on details Anchor 21.D0” x 63.00° GI embbdmanl to boss rnafertol shotl be beyond w011 dressing of stucco. O OUTSWING 3. when used In areas ,aquin'ng wind borne debris prolei lilis product Is FULL WE 21 00° x 79 DO" requkad to be proles ed w on Irnpodl reslsfonf co, wing that complies 3;'4 LITE 21 00' x 63 DO' with Sac Non 1669.1 2 0( the 2007 FBC, � FRAME ANCN Rlry 4 For 2x stud framing cooslir Ilion, onchoring of It 11 1 shoe be Ire carne -37.5 as that sham for 2x buck rrl0sonr`f corulruclion 1 !. I _ fib 1, 9; 27) LA TC H d Df A050(T DEl .1A 0 O 5. Sae cord iOru filial deviate Irom the deldls of Iris drawing requite lurlher engineerfng Orafysls by a licensed engineer or reglslared architect. put LITE J/1 ll( � fi r€ �1t1�Ifi= - � - .s' �t ? - E { T" LE51Gii PREiSURE /p SF� 3E I Y 6 ag 3 J arcs a os , ec hors _, TYPE;- 5 _ Buck and frorne o h 'n^ x nc on r 2 buck moscn cons n;clion AO�LT7l'8 :J IYfGAT!.'. Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron - 3gz3.: 50 al m g atar 06, icring debt 3 cgrrponenis INSWING 74 x _ - W , x FULL LITE 21.00 x 19. Do' +$0.0 +37,5 -37.5 3 , LITE 21.00'x6300' 95 21.D0” x 63.00° GI +37,5 +37.5 -37.5 OUTSWING 74 Tor A FULL WE 21 00° x 79 DO" -37.5 3;'4 LITE 21 00' x 63 DO' �o 96 arm FRAME ANCN Rlry +37.5 -37.5 O 0 a: � 5. Sae cord iOru filial deviate Irom the deldls of Iris drawing requite lurlher engineerfng Orafysls by a licensed engineer or reglslared architect. put LITE J/1 ll( � fi r€ �1t1�Ifi= - � - .s' �t ? - E { T" LE51Gii PREiSURE /p SF� 3E I Y 6 ag 3 J arcs a os , ec hors _, TYPE;- 5 _ Buck and frorne o h 'n^ x nc on r 2 buck moscn cons n;clion AO�LT7l'8 :J IYfGAT!.'. Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron - 3gz3.: 50 al m g atar 06, icring debt 3 cgrrponenis INSWING 74 x _ - W , x FULL LITE 21.00 x 19. Do' +$0.0 +37,5 -37.5 3 , LITE 21.00'x6300' 95 21.D0” x 63.00° GI +37,5 +37.5 -37.5 OUTSWING 74 Tor A FULL WE 21 00° x 79 DO" -37.5 3;'4 LITE 21 00' x 63 DO' �o 96 arm FRAME ANCN Rlry +37.5 -37.5 o` i o t 9 25 De NTS. arc. en JK as an LFS ti% NAN YA PLASTICS CORP. j PLASTPRO INC. 9 PEACH TREE HILL ROAD �57s' era Da j LiVtNGSTON, NEW JERSEY 07039 RAN EL w1Dn it �¢� ��s °� PH 800- 779 -0561 FAX: 973 - 753 4001 P DISTINCTION SERIES 3'0" x 6 8 OPAQUE FIBERGLASS DOOR u� - w INSWING ING /OUTS WING y 1 THIS PRODUCT H.AS BEEN EYaLWTED AND rs IN COUP LSA,vCE wlTn TAE FLORIDA BUILDING CODE EXCLVOklG Pr +E "HIGH IELOCIT`T HURRICAnE -C g ZONE'. � z T RR-T✓ al DUCi ANCHORS B . EDI BE TO 1 5 LISTED AND 5 °ACED AS SICOS'N ON `� `! —� l i �- � a ANC E 3EOfd EN 0 BASE Ma RSA E L s A L -L BE aErorlD � w:A;.L DRESSING OR STUCCO. 3 1,HEN USED IN WIND -BORNE DEBRIS REGIONS nits PRoD ! COURLIES 'KITH SECTION 1609.1.4 OF THE FLORIDA RuILD CODE AS AN hIIFACi RESISTANT PRODUCT AND DOES NOT REOUIRE THE USE OF AN EXTERNAL IMPACT RESISTANT COVERING THIS PRODUCT DOES NOT LLLL MEET THE REIDUI RENENTS FDR ENFLANCED RRDTECTIGN OF ESSENTIAL FACILITIES AS DEFINED i ASTM E1996. 4 FOR 2x SrUD FRAMING CONSTRUCTION, A•NCHGRING OF Th'E5E UNITS SHALL BE THE SANE AS TlAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. CONDITIONS NOT COVERED BY THIS DRAWING ARE 6r7GLE ORAaoF DOOR SUBJECT TO F1.'RTNER ENGINEERING ANALY �I TA3 CF CONTENTS -- z U`.ERAL'. SHEET DES CRIPTION FRal.IE DESIGN PRESSLRE (PSF) 0 DESIGN PRESSURES & GENERAL JCT I.RE OtnIEN40ry RGSITI`,'£ NEGai ".E :i P.'PICAL ELEVaT! N, / /05 HORIZONTAL 3 VERTICAL CROSS SECTIONS -- sum :v.i 5. 3 BUCK 4 FRAME 4VCNORIPM INSh't!C 7 5u 92 0G' +65 , -70 C 1 owe n. AEU 4 — j YLL OF k4ATERIALS § COMPONENTS �Ju TS N1 .v 37 5:' 8037' +550 -650 sN� NAN YA PLASTICS CORP. PLASTPRO INC. �w I 9 PEAaH TREE tiILL R050 .c ve..leRSE�oTOS: �� ]'60 - ngaz O,E9a[t- 31 of ^ DISTINCTION SERIES r Fit , 8r110IH GLAZED FIBERGLASS DOOR INSWING ,l OUTSWiNG 2 GENERAs NOTES 1 this producl has been e- ofuuled and r con I- „ c,ce ..iln 11 �e 407 Fiouda B.,rIU g Ccae '=BC1;IVciUr3 l Iigv ram eNs exc Lding it e "High VelocirF H, afore T ore' fH'.--I,) f 3 < < 2 P'oducl on snarl ce as listed Ina ,DOCad ds charm or de Lois. An._nx an Ic Doss m ^lsno +snow Ce be yard wall re;,i a sfLcco z z 1. 'Whet v ed r areas rap Urirg „irro bare deG{s pa'ec'on Iris orodvcl a regwrea Ic be prnlecred ,. d r, ar r•pa I:esslo rl cc'edng th -� comore, Ili Sectin, t,yU5 1 2 If the 2p0' IBC 4. fat J stud raminQ co'64%411or, onanp'Ing 0 Ihe5e uNls ;poll cis the soma as , not SIC — for 2x buck masonry consirl-clion. S Site cordil'Ons trot deviole Irom Ire Belo li or Iris dm'..;nq :aqul,e ILn -er engl ^earin -? onclvsis by d roamed eng'reer,x legisiered ororilecl tA51 Of CONTENTS !h'EET 1 DESC EiP .lON 01 EPIl lype alcvefr,x, dcsigr pr cs;uros. A genefd nobs 1? �tY 2 3 Dax po'el defols HafQ�rtar SASS SeCllanS 3E I Y 6 ag 3 J arcs a os , ec hors _, TYPE;- 5 _ Buck and frorne o h 'n^ x nc on r 2 buck moscn cons n;clion P4S1J;?yE 6 Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron - �lr�1EN57QIJ 50 al m g atar 06, icring debt 3 cgrrponenis IN PNING F LL b � o X� Nc n o 13 t, 1 S.T�3ixE�IE PET9Jt 2 BUC 6 AASON'RT J II OPENND 5 I HINGE 01 HINGES (3) LOCATED 0 9 46 - , 40,71' AND 71.465” FROM TOP OF f'q AME TO CENTER LINE OF I,rvGE BUCK ANCHORIN^ _f z L 8" 1 1 J G�e�1 F i s f, a 'I % U JI 01 EPIl is .; O�Ej �iC= 1? �tY OLSJ3t3REl3 �EpS 3E I Y 6 ag 3 ., '$.- DlMEN31UtJ- ` = DLO...• a t _, TYPE;- INSi4LLAilON P4S1J;?yE 1y €,SAT�Xf' . �lr�1EN57QIJ IN PNING 37 50' x 82 00" 21.00' x 63 DO' Gt +$0.0 -50 OUiS1"ANO 37.50 ' x8050' 21.00'x6300' 460.0 •60.0 � o X� Nc n o 13 t, 1 S.T�3ixE�IE PET9Jt 2 BUC 6 AASON'RT J II OPENND 5 I HINGE 01 HINGES (3) LOCATED 0 9 46 - , 40,71' AND 71.465” FROM TOP OF f'q AME TO CENTER LINE OF I,rvGE BUCK ANCHORIN^ _f z L 8" 1 1 J G�e�1 F i s f, a 'I % U JI NOTES 1 .7,'16' TA,PCONS REOLnRE 4 wNIMUM 2” CLEARq,NCE TO M460N'Ry EDGES AND A awl! r ALN 2 -I CL£ARavCE TC AD..ACENT T4�CO:�S 2 1,'4 TAPCONS REDUIRE A suN1,Muf, 2 -1i2" CLE+RA:NCE TO MASONRY EDGES AND 4 MINIM s 1M - CL E4RA VC£ IC' 4OiaOENr r4 =�O•;S 3 WHEN At CHORr16 DOOR FRAA,E UTILIZING A Ix BACK THEN ITEM 15 iS SUSSFITL'TEO wITH ITEM 13C (s.'r' s 3 -3-'1 ELCO avCw04i THE OUANTITY AND S"ACIND OF avCHORS DOES NOT C SEE NOTE 2. scA t DwA. I CnK ! on.M„ 4' -.1 MASONS OPE "u N, 2x BUCK i C 2 — T 9 ome and; or srM'egvfre a minimum 2� I!2" cleoronce ro masonry edgas. a � 1 _ [C2 T 71, DEl AAX M <.SOrIRI. fYP HEAG d• h OnENING J I 7 L d 1, Yb j I LATCH 1 N 4L1OtT CfTAu 4 - T R4rnE- ASIRAGAL 3 SHOWN FOR �1 REf EREr:CE - I _1 �i ONtF f z 2% BUCK K , F") SEEr:0 ( I SEE NOTE 2 0. SEE DETA \/ 10 L- t II �I11 a a BU CK ANCHOUN3 JWN f JAM I f[A.ME ANCHORING AS'kA3At 5fRIKf 14M1 HINGE DfiAll A�asonry 2X buck conslrvclson rJ_�TES' 1. 114 Elco concrete screw's onchonng 2x buck require a minimum I "deoruoce b mosorry edges a I Ii 4" A TTT minimum ambecimant and a minimum 4" clearance to adjacent concrete screws. SubslllvUon OI aqL -oi I concrete screws hom d different supplier may ""�9 diHsrenl edge distance Ond cen;ar distance rPg0remenh. Co eV- 5c locations at the comers and OI ostrogol tocolion4 troy be od)usled to rnar,ryn he minimum edge d, ice la mort ar joints. If cancers screw locof ors noted or MAX. ON CENTER" mus • be s j Odjus ed to mointam the minimum adgs distance ro mori Or joints, addrlo.rol concrete scre - noY be Ip aq. trad l0 ensure Ilia maam T on ca'tler dme-slon 6 not exceeded. 2 sa < "Ins' danere`e as one'? it h DETAIL E , 1 1, 4 minimum embedment and a minimum 3 ' cleoronce to odjocenl concrete screws, Svb;lirufion of equal SEE MOTE 3�Q1 J oncrate sere s om a di start suppiiar rno have diHerenf edge distance and center distance GLEE NCIE 2 CI Concrete ice, IocaH ens of the comers and of os frogGi locoh'ons rno y be ro moinlDin e vl emanls. r f s QI q odL fad r � Ile minimum edge als!anca to moriarjoinfs. If concrete stew locations noted as 'MAX. ON CENTER must be d adjusted to molnloin the minimum edga dislonca to morlor Joinh, addifionoi concrete sere-.-, may be --e O z required IO ensure Ilia ,maximum on center dimension is not exceeded. art: 9 /e'S, /G6 3 3/Ib" IR"2 concrete sc-e ws anchoring Noma ondror slE raqu6 - e o minimum 2 -5 /B "' clearance fo moso, g_ �' r 3 � A sc'+i' N. is_ o 11;4" rttinimum embedmanl and o minimum 2 -I/4" da Drones 70 odjoc e,nl concrels screws unless olharwiss SEE NO'E 3I N I � SEE NOTE 2 noted by cone - e!a sera'w manulaerursr `i aac. 9n Lf5 Inswirq cxFpurolio^ OLaswing coni�gaa!io^ _ 4 "� 1— 1 T IZ ��7 R W Consultants, Inc. Consulting and EnDmeerulg Set x ices rot the Budding lndustr_s P 0 Bo, 230 Nalrlco FL 33595 Phone 8)3 659 4197 Facaimite 613 7 54 oo89 Florida Boar) of Pefessionei Engineers Ccrtilicoic of Awho ization Nn u813 Product Evahiation Report Report No FL-4 I Date Sepletnber 10, 7008 J Product � ate � _ol. E\reliot Duos oJL sub- cO[egot S„ inging 1-0el cot Dn01 1s5, lmblies Product Name. Distinction Setiec Fiberglass Doot Ins ing'Outsoiiig �lanufecrurer: Nan l a Plastics Celpc PlEi Inc 9 Peach free Hill Road Livingston, NI 07039 Phone, 300 -1 ' 7 9 11561 Facsinl le ) 7 �8 J001 Scope, This is a Product Evaluation report issued b1 R 1b' Bulldlne CCMSLlltanr5, Inc, and L3 radon F Schmidt, P E. (S)/S(ent ID 4 1998) fol Nan1'a Plastics C oration, Plaslpro Inc based on Rule Chapter No 9B -72 070, Method i d of the State of Floe ida Product Approval, Depaftment of Conlnlunitq Affairs Florida Rlid,ling Commission R BtliIdink CC 115111tanIS and Lyndon P Schn11dit P E do not hale nor will acquire iivanci3 interest in the company manufactul ing or distri hut ine the product of in any other en( it) in of ed in d)e appro plecess of (I)e produce name,.; herein. This product has been evalualed for use in locations adhl iillg to the Florida Building Code (21 ?6 Edition See US- ing No FL -4760, 1 prepared b) R \,k Building CCIISUIMWS, Ina. and 5i2ned end eafieL1 h; LvIlJon F Schmidt, P G (FL N 43400 paIF,IIC ls. I_rndon P. Schmidt. F' E. FL No 41409 Septenlhcl 30, 20119 L ndfatious This produU lies been eAalua(ed and IS in cunlpliEl iAith the 2007 Florida Buildinne Code IFBC 1 shuc ill] al requirements e,v'cluding the "High y elocit\ i Ill iicalle Zone" (iiVHz) 2 Product anch,Jrs shall be as lis(ed and Spaced as �hoNC n on derails. > IIC1101 embedment t fi baSc material shall be bey011d gall dressing Of s(ueco, N' hef used h n ar° LB, , Ie ; Ind - k, lLrne , 7 , 9 -lets _ 5 .I� (e�[Il I l l U 1 r s - oduct c l 1 i , ,I I OT I es h yr, P l Setitll _ p 1 L 7 _ of the I BC and e n ot S n. e� I I , r 1 1 e an tn1 . to a 1( L I �c , � � el l l 'r r' ThL �U lY G r I � n ,l I .et rsu ik _ I- _ � S e e�dl D" and 1_ludes N'ind Zone 4 as delineG to �SIM Eloo J c Fr.I 2a _tad framing construction, anch,,li[to of [here units shall be the salve as [hat sho`,,n tai Luch masonry consu�ction Site condif to, Is That deviate tii,nt the details of ill is dla„ ill e 1egclire further engi nee( ill e anal sly b� a licensed en�ineel or registered architec( h. See Diaiting a FL 4760 1 fnl size and design pressure ratil Lyndon F. Schmidt. P E FL No. 43409 Sept >InN7I 30, 2008 Supporting Documents '� Dia,x'Illiv I Elf aIN ing Na. FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Ins�A ing ' Outstc ing - 'Impact" prep'aieci by R W Building Consultants, Inc, (Florida Boar d of Professional Engineers Celtificafe of Authorization No 9813), signed and sealed b) Li radon F Schmidt. P E. B I esf Testingper AS rht E330 -02, ASYNI 1 1886 02 and,1STM E199h 02 as pet for f ed bt Testing Evaluation Laboratories. Inc and repotted in test report nunlbei 2004 -07 -13 -010. itnessed by Wendell W HEU1ey, P E 2 Testing per ASTNI 1,330 -02, ASTM E1886 -02 and ASTN1 E1996 -02 as p erformed h� Testing Labl a t tortes. Inc. al d r c , g 1 e>orted in 1 , 7. r' j e - I1el., It number 2004- 09- .4 -0_9. M itnessed by Wendell W Haver- P E. C Calculations Anchor analysis for loading conditions. prepared, signed and sealed b) Lyndon F Schtiiil. , PE D �[hBl L C•eitiflcate of Participation issued by National Accreditation ?,, Management Institute, file . celtifi ing that Nan Ya Plastics C orpuration, Plastpro Inc. is manufacturing Products �rsahim a qualih' assurance prnglanl that complies w ith IS011i 17020 and Guide 53. L�odon F. 9chnlidt. 1' 1? 1 L No 43409 SePfcml)er 30, 2008 4�F U z Ln Z 19 m 0 Ln o 0 0 IN Ln V� ? -i fu O LL n D Ul ® FEEM u O M � w " Z w 0 a D Q �N m N Z �N W Um 0 J Lu CD LL lL m0 �Yrlir Wr 3/4 Lilt \ - E1'Cx b W�2X BUCk � INSi4LLAilON TA BUCK 1NST4LLAnON P HEAD 4 JA,11aS DOOR F R.AI.IE SEE NOTE 3 MASO 0 °Eve „ G z L , Of Of S �o FRAME ANCN Rlry NOTES 1 .7,'16' TA,PCONS REOLnRE 4 wNIMUM 2” CLEARq,NCE TO M460N'Ry EDGES AND A awl! r ALN 2 -I CL£ARavCE TC AD..ACENT T4�CO:�S 2 1,'4 TAPCONS REDUIRE A suN1,Muf, 2 -1i2" CLE+RA:NCE TO MASONRY EDGES AND 4 MINIM s 1M - CL E4RA VC£ IC' 4OiaOENr r4 =�O•;S 3 WHEN At CHORr16 DOOR FRAA,E UTILIZING A Ix BACK THEN ITEM 15 iS SUSSFITL'TEO wITH ITEM 13C (s.'r' s 3 -3-'1 ELCO avCw04i THE OUANTITY AND S"ACIND OF avCHORS DOES NOT C SEE NOTE 2. scA t DwA. I CnK ! on.M„ 4' -.1 MASONS OPE "u N, 2x BUCK i C 2 — T 9 ome and; or srM'egvfre a minimum 2� I!2" cleoronce ro masonry edgas. a � 1 _ [C2 T 71, DEl AAX M <.SOrIRI. fYP HEAG d• h OnENING J I 7 L d 1, Yb j I LATCH 1 N 4L1OtT CfTAu 4 - T R4rnE- ASIRAGAL 3 SHOWN FOR �1 REf EREr:CE - I _1 �i ONtF f z 2% BUCK K , F") SEEr:0 ( I SEE NOTE 2 0. SEE DETA \/ 10 L- t II �I11 a a BU CK ANCHOUN3 JWN f JAM I f[A.ME ANCHORING AS'kA3At 5fRIKf 14M1 HINGE DfiAll A�asonry 2X buck conslrvclson rJ_�TES' 1. 114 Elco concrete screw's onchonng 2x buck require a minimum I "deoruoce b mosorry edges a I Ii 4" A TTT minimum ambecimant and a minimum 4" clearance to adjacent concrete screws. SubslllvUon OI aqL -oi I concrete screws hom d different supplier may ""�9 diHsrenl edge distance Ond cen;ar distance rPg0remenh. Co eV- 5c locations at the comers and OI ostrogol tocolion4 troy be od)usled to rnar,ryn he minimum edge d, ice la mort ar joints. If cancers screw locof ors noted or MAX. ON CENTER" mus • be s j Odjus ed to mointam the minimum adgs distance ro mori Or joints, addrlo.rol concrete scre - noY be Ip aq. trad l0 ensure Ilia maam T on ca'tler dme-slon 6 not exceeded. 2 sa < "Ins' danere`e as one'? it h DETAIL E , 1 1, 4 minimum embedment and a minimum 3 ' cleoronce to odjocenl concrete screws, Svb;lirufion of equal SEE MOTE 3�Q1 J oncrate sere s om a di start suppiiar rno have diHerenf edge distance and center distance GLEE NCIE 2 CI Concrete ice, IocaH ens of the comers and of os frogGi locoh'ons rno y be ro moinlDin e vl emanls. r f s QI q odL fad r � Ile minimum edge als!anca to moriarjoinfs. If concrete stew locations noted as 'MAX. ON CENTER must be d adjusted to molnloin the minimum edga dislonca to morlor Joinh, addifionoi concrete sere-.-, may be --e O z required IO ensure Ilia ,maximum on center dimension is not exceeded. art: 9 /e'S, /G6 3 3/Ib" IR"2 concrete sc-e ws anchoring Noma ondror slE raqu6 - e o minimum 2 -5 /B "' clearance fo moso, g_ �' r 3 � A sc'+i' N. is_ o 11;4" rttinimum embedmanl and o minimum 2 -I/4" da Drones 70 odjoc e,nl concrels screws unless olharwiss SEE NO'E 3I N I � SEE NOTE 2 noted by cone - e!a sera'w manulaerursr `i aac. 9n Lf5 Inswirq cxFpurolio^ OLaswing coni�gaa!io^ _ 4 "� 1— 1 T IZ ��7 R W Consultants, Inc. Consulting and EnDmeerulg Set x ices rot the Budding lndustr_s P 0 Bo, 230 Nalrlco FL 33595 Phone 8)3 659 4197 Facaimite 613 7 54 oo89 Florida Boar) of Pefessionei Engineers Ccrtilicoic of Awho ization Nn u813 Product Evahiation Report Report No FL-4 I Date Sepletnber 10, 7008 J Product � ate � _ol. E\reliot Duos oJL sub- cO[egot S„ inging 1-0el cot Dn01 1s5, lmblies Product Name. Distinction Setiec Fiberglass Doot Ins ing'Outsoiiig �lanufecrurer: Nan l a Plastics Celpc PlEi Inc 9 Peach free Hill Road Livingston, NI 07039 Phone, 300 -1 ' 7 9 11561 Facsinl le ) 7 �8 J001 Scope, This is a Product Evaluation report issued b1 R 1b' Bulldlne CCMSLlltanr5, Inc, and L3 radon F Schmidt, P E. (S)/S(ent ID 4 1998) fol Nan1'a Plastics C oration, Plaslpro Inc based on Rule Chapter No 9B -72 070, Method i d of the State of Floe ida Product Approval, Depaftment of Conlnlunitq Affairs Florida Rlid,ling Commission R BtliIdink CC 115111tanIS and Lyndon P Schn11dit P E do not hale nor will acquire iivanci3 interest in the company manufactul ing or distri hut ine the product of in any other en( it) in of ed in d)e appro plecess of (I)e produce name,.; herein. This product has been evalualed for use in locations adhl iillg to the Florida Building Code (21 ?6 Edition See US- ing No FL -4760, 1 prepared b) R \,k Building CCIISUIMWS, Ina. and 5i2ned end eafieL1 h; LvIlJon F Schmidt, P G (FL N 43400 paIF,IIC ls. I_rndon P. Schmidt. F' E. FL No 41409 Septenlhcl 30, 20119 L ndfatious This produU lies been eAalua(ed and IS in cunlpliEl iAith the 2007 Florida Buildinne Code IFBC 1 shuc ill] al requirements e,v'cluding the "High y elocit\ i Ill iicalle Zone" (iiVHz) 2 Product anch,Jrs shall be as lis(ed and Spaced as �hoNC n on derails. > IIC1101 embedment t fi baSc material shall be bey011d gall dressing Of s(ueco, N' hef used h n ar° LB, , Ie ; Ind - k, lLrne , 7 , 9 -lets _ 5 .I� (e�[Il I l l U 1 r s - oduct c l 1 i , ,I I OT I es h yr, P l Setitll _ p 1 L 7 _ of the I BC and e n ot S n. e� I I , r 1 1 e an tn1 . to a 1( L I �c , � � el l l 'r r' ThL �U lY G r I � n ,l I .et rsu ik _ I- _ � S e e�dl D" and 1_ludes N'ind Zone 4 as delineG to �SIM Eloo J c Fr.I 2a _tad framing construction, anch,,li[to of [here units shall be the salve as [hat sho`,,n tai Luch masonry consu�ction Site condif to, Is That deviate tii,nt the details of ill is dla„ ill e 1egclire further engi nee( ill e anal sly b� a licensed en�ineel or registered architec( h. See Diaiting a FL 4760 1 fnl size and design pressure ratil Lyndon F. Schmidt. P E FL No. 43409 Sept >InN7I 30, 2008 Supporting Documents '� Dia,x'Illiv I Elf aIN ing Na. FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Ins�A ing ' Outstc ing - 'Impact" prep'aieci by R W Building Consultants, Inc, (Florida Boar d of Professional Engineers Celtificafe of Authorization No 9813), signed and sealed b) Li radon F Schmidt. P E. B I esf Testingper AS rht E330 -02, ASYNI 1 1886 02 and,1STM E199h 02 as pet for f ed bt Testing Evaluation Laboratories. Inc and repotted in test report nunlbei 2004 -07 -13 -010. itnessed by Wendell W HEU1ey, P E 2 Testing per ASTNI 1,330 -02, ASTM E1886 -02 and ASTN1 E1996 -02 as p erformed h� Testing Labl a t tortes. Inc. al d r c , g 1 e>orted in 1 , 7. r' j e - I1el., It number 2004- 09- .4 -0_9. M itnessed by Wendell W Haver- P E. C Calculations Anchor analysis for loading conditions. prepared, signed and sealed b) Lyndon F Schtiiil. , PE D �[hBl L C•eitiflcate of Participation issued by National Accreditation ?,, Management Institute, file . celtifi ing that Nan Ya Plastics C orpuration, Plastpro Inc. is manufacturing Products �rsahim a qualih' assurance prnglanl that complies w ith IS011i 17020 and Guide 53. L�odon F. 9chnlidt. 1' 1? 1 L No 43409 SePfcml)er 30, 2008 4�F U z Ln Z 19 m 0 Ln o 0 0 IN Ln V� ? -i fu O LL n D Ul ® FEEM u O M � w " Z w 0 a D Q �N m N Z �N W Um 0 J Lu CD LL lL m0 �Yrlir Wr 3/4 Lilt yp « Janies�Iardie H ar of l e Pa n e I ® Lap Siding � EFFFi., ME :PHIL 2009 RN -Tll lri , I`. i liV !. I.l'; i'I,Ih V , i'e , .:i, 1 , ' 1 t'l . -- I Jw �'.. `i 1'e A � '::. :' Or 1 most raced version SMOOTH • CEDARMILL SELECT SIERRA 8 STUCCO IiAHiIPITrdNT IUHE iD INS TALL Al Al FU`srH I}il9 fail,i il'I N r,[X''Of+D'd 1` /fT HA! I LLAW -k 8t 111 If f" a ('' {I s butt' l IE . IV 11L itiITENAf` fLlr; i' .Ul7NdVSiR11G(Ii1W5hiA'ilElllLOf F?S OT01- 1N. J1.: fIr_v FUi 1SvSIEA4i-1-T'JTJio}m,1"..4i>{a J,'I5,1!-,Iflaa!Xa7tY w AIO VOID TIRE- PRONI TONLYWIiflNV+ Ty80() HEfNST Psl1ATIUN,(:iNiF1MATnA710U VIE U1 t+gtEZ;,PrE'NS1RtItTlilFio A'i NN OF ItZ16 "' FYTtA>iiGTS OUT;tKJE rV4 NZ10 "' L(JC�iTIGN WN L tY01lrr0UH'vVAHi1N`rll' ill y :(1.iU +l!r!k •u il;su, H:1'it4EZ(IiIE arfv !F`: UiSTAIir K ?D FOiIR t C1l:.A1104J x151 ,VPJ1V r,�'d1L!f UfiE Ci:t,l (1R (7 t 9�f 9.42 T31311Uo (Yr UllTLfli S10ilAGE 8 fi,hfli''tIDIG: m C!ITTi(dG HV�1TiI,IL;110i'!S Store IW and keep dry and ano0oF6 NDO0R5 I �I��rs� dadur X hat •avid 4 slow dust .,w Gun user 1 eta D using scare and snap. x n ns utanu.. e11.11 11.11 a Prxunadd ,;war ad prig to Installation Na"talling 2 Pas oe :utl'nq tal'nr m. well- ,er.l1 idC arse siding we( o( saturated Inay result In 2 11`18 at d dr I�ti�aa no, J. Shrinkage al bah joints. Carry planks e. Bad: L Scare ar4 Gap shears imal", elacdric a paunae� IIf7ER use a Ppo�way saw Ind.Ps on edge. Piotecl edges and cotnaas h &gar I. Dust le.9akq cnadar saw ew�.nlFµ4ed wdh e - IJEVfA use a ,Irculx saw rkvJe Val aces t�,y he � araeBada .1° tYde na;Yn arA h an baakage. James Itardla is not t�rda�ade'saw7a6de ad''6'P maun eWadkn - nFwFA dry sweep -Use wet s,.peress;u r a'aEFa Jaruum e Good: i. Dud Vdabigq di saw w0. a'tardleafade saw blade resq.msibla fa 0* low la 'ov, lD medelAs.1141 damage cau hporla,t Noe :F mxamumpniadim lw+gt,Espmde ahva I evel sti mefrds' "mare laasltle by Irnpoper IAOSH- appc,ed Iesphroom can to used n zltpu,cSon e.Ah abaE a" padicea to fur tral la&. 51 eapsrres, Lrd:Alienal a.aare'slenr Aion's a�.all tk Star ape and x www �naedardm can b help Hou dekn Vra nxat appophte aAhg naUnd Icr you I'x raydren,enY 0 xm_an sdl �tsts dnJ arpCSUra e'en a n" handing c4 the product de MI LDn`Qtj Mfr orb .— p ffi., ° 1N, po dK.Ad ..'rya A fl �1rala'IeC p,dlsatd hygie.`d a 911�d Jan BS �'alrga la I wLY' adal tifillf.piA fiEQU s ca b r it r 3I-odd-mg -a. � n ro n it min and ,a vi ,flies a i t m of 2J" cc. k a damaxnu 9 ! tads s pace d 9 r we d a steel s II over b aced v F , be Installed • HardieF'anel vertical siding car, I ifough the finished application • HardiePanel v9thical siding can also be Installed over fool,, insulellon'shaalhing „p to 1" dick ',than using fcem iesuleticn,3haattnng, avoid 1' I �- lair. q t. r.n shoat I f � (car Inyu a r sibla rata e o V e idin due to the cart es in dimpling d the s P car rasuN II 1 era which A P 9 A v - Nlti na ea an o er d A In I I '• zath.in in ov � team suetorosh ! h.In std ar 9 d a oleo nails (fasteners) era use 9 driven all 9 Extra caution Is necessary H required po wer • Awater- resistive bonier is raqulrad In acwrdafhce with local building cede requlramenls The water r =sistive tartar nttst i,z appropralery Instated with penetration and unction flashing in accordance with local buAding code requhements. James Hardie will assume [ le pa ;sit :Iiry for water Infihratlon. I ,Harts P it in code's airs ,,I. wmt�d 1 which co , q - per fo r at e d h F q James Hardie does manufacture HardieWrap Weather Bernier. a non woven nom p • Mier, Installing James Hardie products all clearance details in figs. 5,6,7.8,9.10811 must be followad. • Adjacent Onrsl grade must slope away from the building in accol dance with local building codes - typkally a r th r,irrum ;t 6 n We nl at 10' - with standing water -e contact to � ,Gin In co A Products such tat the t e. t• mss Hardie Y Y • Dc hat i nsi st Ja mes pr • Hat fieParial 'venbcal siding may be installed cn csirtral wall a4npliicatioru o(`N • DO NOT use slain on James Handle' products rIS I `J 0TION Fastener Requls 3 /8" f s Joint Treatment miali,a Position fasteners 3 /8" from panel edges and no close( Oran Vertroal Joints Install panels n Prods( ; ootact fg t) alto Y 2" away from carriers Do lid nail into capers pints may also be ecverad w tt tdi9 s JC or metal Jnlers a Hai dlePanel Vadical Siding installation caulked (Not applicabie to Ccio(Plus' r nsiri ifig 2t • Fiaming must to provided at horizontai and vertical edges fpr naling, Horizontal Joints - Provide Z flashing at :'It no(1230taf outs ifig A • HatdlePanel vertical siding must be C tad on stud. Figure 2 Figure 3 • Double stud may be required to maoty'In minimum edge •souse w•,d �,•„� ,,,�„ nailing distances 4 scud walarr Y r,x ra,ntvR i 2 • a , battler 1 \� r —ADC canal .— upGa'Ga "d Da Figure 1 wa ,a q " gal oo nor ue• ,P Ca u [awl k I bar•kf „•' �— rte_{ ` i Batten Jo «t eems • - H' Jofnd ^Znaanu,�p f p ` Ha,dlaP . � rr derma Ne c o .eNwl stlinp r' hard boars ila T� R Z, plod .--Cub lo,e.0 f P 37, t anm l / \ alai I,nm Panel 'y 0 ! Flgur. d F b•M•. Reau,., 1 rvhan • •vv F aaD • —•1 ac M' vide aneb � tea, S B � hs en ore p P° F c da,hy IW a. anal o e G Caulk Joint M � tale Dcnld] aa50 3vad ,,, • I ' 0 � Nd a 6rabk to CdorFka F nsn) h — P' ph 7x . .asp fa5k.•,en Y I APPM c I ac d1l" xp e wN 111, V ur -(a wnifen aeon n' rrwrcrn. man,rlad PP ar y w haidie'wra :an J oils o caw p - I r consul Janya Hardie al 1 306 Hal Fa additional inronnallon an Har 9eWrap "' Weather ears cu wARNIN' AVOID BREATHING SILICA DUST ,goes Harpy• Yvdvck mien espuade ayshe. +ase, hkh a , awxn Ip Ix Sure ar c.,kWa k rase arcs, .4 e' a ,ed M' WIC a',a IIIOSh b ce a coo evm fan zcWafxd wu,ea &ndvp •i b sfesDa able dace idol M. d Ssabe,yy sid y l ,Sae a1 d orb end was lass, traced U 1. S aaa d:d 9a<w snof+rq +m, 'na•ase �Cuirg hsaeaba: or bxdvp. I flak' tda ue eft ample ^aloof (21 rS d stx f 16 q sr Mate Hal IeasN H tea da 6Wd r4 5rsr' d�cup wcJa .aa' aM1ad,ed Y a EPA uxumr 131 an okxrs� dx ern dnl area: (N x VaP ty -am:d, IroaN aGpravad 5a 1 sF a. grata ie 0. it 95) n e Carrz ''h argfi abr er A' µl 6 and mxadzere hKrax b 44x( Y,d ew news sPO e.,yosuef. D Inp cle art,p iEPA .ac arx x J arvp :xr ,sra ay swezp Fa 4@Ix' r atop, eta b 1 t r,au 6aa a,p Marny SaleM m R DaG S`w•I n,alrble. w.w ,amaehapy an a W �eaw l 8W 4,Appi 90C..940 FAf URE T,J , CHEPE Tb OUR WAahi aRsoS ar,T) TlglarlA nu,N �'TF JCi C.S u -SAC TO SER'D CIUIPIAPA''ES Install slding and trim products In compliance Maintain a I' - 2' Maintain a I' - 2' clearance between At the lunctul-T of Iha fact and .efUcdf - r I (fl d'dn I surfaces ur and Dante a James 9 snail it clearance between -a rs l building co de re Ldremenis fa Ti r and decking wnh a Har die oduclsa d q q James 9 P I d is - installed s r fn tans, ar.lJ e be Ins ai ed the 7o n f h Hardie' IodLxas and ADS, � q r h ttom e o the c claara ice between the loo P n r' i q I aaa Ia siding and 'k the ayacarlt -sled grata 'a,s a d•tvaw =ya Fagura ; 6 :d ^u.'k is de a .: . =araxa ear bah,een the K,ofing and its toham edge sdm wamr of the sidlrq and bim. „cap Figure e 9 eirtr ®• r2• h Figure re 8 I i Fig.,. e 31 dera t ��I N•l ` r ( i ` L t.\ )vial � fl ,Hipp -- s' non Figure 11 r, j<,J 101( 1 t AS IV Maintain a 1:4" clearance Maintain a n illirrum I gap s. ,tip i Because of he volume d water Uhat can polo down between due bottom of James between 9 nher and caps and a.a• Me,r �T a sloped roof, ate of Ih[be most cdlical flashing -i w 1 r � ° I . al sec Is a � de a 1 Hardie products and horizontal siding 4 trim. `' T ^r details oDCU 1 s 'Nh a 0 a • JO ir The fool most be nor f lid '.vilh step flashing where hashing Cb lid caulk pap wa e r t , ePed 'r tit a kick;x L Ic d her lenninafes s . Figure re I col 9 _ cal Rc do . . away from me sidin Figure 9 the , o oo,a I ' II rt a -11dor m brane DC n is best to r>SM a sa g me oa fly V4'Gec 1 ^ ",-•• wall before fire subfascra and Vim boards are nailed Co,.k br d In place, and than ,:omrr tack to ins'aN his lockout Figure 11, Klckoul Flashing To prevent water Imm clumping barind the siding and the ea Y �a r � and of the tool intersection, Install a "ldckouf of suffklenl leng,lh end angra to direct he quit. ,lid and cap I water running down the rod away from the siding GENERAL- FASTENING REQUIRENI PITS • Consurt applicable code compliance report for correct iasienars type and Fasteners must be corrosion resistant, galvanized, of stainless steal placamanl to achieve specified design Aind loads Eleceo galvanized are acceptable but may exhibit premature col roston NOTE: Published wind (cads may not be applii is all areas :vhare James Hardie recommends the use d quality, hohdipped galvanized Local BulidnA Codes have spaiflc junsdOnxii Con LA .tames HarJe m 'l r, I I Ilid'kE drill e .3ltu 1 Tau;hnicaf Sandi If ou are unsure of a IIcaG e co r nails James Hardie 5 not responsible for the corrosion resistance d Y • Drive fasteners perpendicular an to siding and framing fasteners. Stainless steer fasteners are recommended when irstalliog Fastener heads should nit snug against sidin g (no sit ca..) Ifle A James Hafdie' piDducts near the ocean, large bodies )( 'Nate(, Or in • Do lid over nail heads or drive rails at an arigia vary humid climates It rail is ca,nlersntk, caulk nail hole and add a nail ing, B) PNNIMAI IC FAJ (tN,1146 For wood (ranting, under drlvarl nails should be A flustw to Ihd pia „k will' a James Flardle products can N nand nailed of fastened 'AWI a pneumalk Ws , hammer for sleet Irammg . remove and replace nail) li h ead nails • Do not use aluminum fasteners staples or c ark e P � PP r n I • hat the n n hl hl comr e dad. Sat ail rasa lore so Pneumatic lash I a e 9 9 Y P n F S u I - I 9 t he din A iUSh mount laslener Is dill snug with the Surface d t st orin g - Countersunk _ attachment on Iha pneumatic too( Is recommended ihrs will help canoe Ora � Caulk 3 � ` deplh the nor Is driven ll setting the call depth proves JPflc A choose a .� add mall - sallinq Iha( under drives the nail, (Drive under driven nails snug with a do Dot under oo NOT sntcoih faced hammer Does lid apply for InsfaBalfcn to sleet heming) Figure A Figure B d", 'a nails ST.PIE CAIAI ING PAINTING i ri r � ', 11 rD ct must N T stain n Arles L a d e products James l e du s t in DO 0 use star o r r Joint Sealant corn P p Fa best ^sloth use an FJastome k J D1 q ' f limed rodtx, and 90 days tx un. imed inlet vvlUtin i BO days a t T M her a s Latex a P Y G with AS M C920 Grade NS Gass 25 a 0 S P A n n r 'G w F iicallon Ant Sealant complying Min ASTM C834 CaulWnySealant 100 %actylb lopw r are ecomme dad Do d pa JI a , el a d pp must be applied In 3cccidance with he caulking sealant rates refer to pain( manufacturers speci.kaiias Back r.tlirg Is recrmmended'U s • manu rdi instructions or AS TM Cl 193. the siding Is p r r ed, subsc lion inkrma6 vis www l co n yi l e c t lA Of Llt'kdr 1'X3PJSTRLCTIOt1. fa illustratio 1 as r 'led wish rmLssi n d T IE .101ki! L IF l ' The us rabn 1 w a ) RECMATgtt y dm- vill, ICCFe Lary r NER -406. Hbi.P— -inif 0' � eoii.c d ss. sun�e dlertlab b ern specacd'a: 1. klA laamd aloe& % c c. M 997 Smnmrd eoldnq Coda, Nor 10 llmTam addrp Cato, pw 1998Irrana5 rnt Via- it Two” bmAl,qq Cob, he 2CO31nl.nefaa B,1d�q ,.04, end Qr NW Inlalarmx Resides ILiV Code fs vne sad J Tor FV Ds�i'ga rhi aaPen/ vaScd Ydnp k w ra:�ed U dcop ap0kara, In 1,1 Idowmq q d Jos 4ep ul de, P-1, Ra Ne 7486Z Smk d Ra do Ilse,p Vra89, a.. Coo Iy ' r 'da lc,Arb 0i 02. 5 Dryl d tUD M.aiala Rd.. 126k. T— D" d hsuenca Fod,d Evd�sean FG 23 . Oyr d Iyw Yak vrEA ZI593 g, ird ;^limn. USA PP OIB r).. J-N. �;a�uuid d. be crosdw .tiled inl.niai. amc.nN IM suuabf d the podwl fa agar r.'sn.Eay. 0 2W8 Jams Horde INemalbnal F lance BV. AA ,iphis reserv¢d. _ TM, SM. and tepee Irader am a rai ad uademadcs d Additional inslalfallon Information, Jams Hard. Inietrational F'nar,ce, B V Ea Is A ,agialered wananTes and Warnings are available at a J a r11 e s N a r d i e 1�. It adzmark d J— Ha,die I damafmral Fbance B V wwvv jalneshaf die . can / ee ..,.P South Nar tisan A rtlsan o Lap . r ; .....I. IHSTALLATIOtl REQUIREMENTS Effeotve march 2008 IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE NiRITTEN APPLICATION INSTRUCTIONS RAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND V01D THE PRODUCT ONLY WARRANTY STORAGE & HANDLING @aialfiXtY'JrW �. -- s and corners from breaka Jame ins '- Installing siding wet or saturated may result In shr nkage at bull jc nls. Store Ital and keep dry and covered pprior to m • e • fi q . 1 i Is not responsible Protect edgege. es Hardie fa damage caused by improper slora9e and handling of the product When working wN Artisan lap and Artisan Accent Trim, carry the product on edg9e f only one person is carrying ltte product, hold It In the middle and spread arms apart to better Support the product (fig 2) If two Paoli e are carrying the Clank hold it near each end and on edge (fig 3) Do not lift or carry Artisan lap Hal (fig 4) �C CUTTING INSiRUCT70NS - Ouio00rt 1 Position cutting station so that wind will biow dust away from user and others in working area 2 Use one of the following methods: a Better I Dust reducing circular saw equipped with a Hardieblade` saw blade and HEPA vacuum extraction to Good. I. Dust reducing circular saw with a Hardleblade saw blade lonty use for low to moderate cutting) _ lap w indoor to cut Artisan use a power sa NEVER P a i - NEVER use a circular saw blade that does not carry the Hard e bfad saw blade trademark - NEVER dry sweep -Use wet suppression or H EPA Vacuum Inf meacn !A a e iiadi. Ada Hood s o9ure a at e• surea +p eCua du .t CYIlan racNcea Ic AIM� r W I i uncnan wi sh c cbe used nrA 9P a Ireton e ti Je-is of you o+ed to salon NIGSH�e r G exists about ex Y em etlN exl PP requirements, Y cone P d for ou r D re ulrem h cutting method b q e cat a ro da Y etermlre , h m q - ^ n to he you d pP P Sp:e3' u6 < rl xa q.l � n w w.ari -e L p Y Infon -ark at w die fa Iurdler do not comply with 7�.e above practkee, you shrwld afneye dorms a VuallDed Industrial h a contact Jan,ea Har '6e3.ud5miiJ3h lox u'a9ma INSi ALLA i JUN .eter- iterative plywood cr 24 11 . me.. sod barrlef Osa Shearing a a$Y aterter strip d. T I - IF I 0 u tongue and grcose jant leave s an and t ,yap between arail I aLrI e 1 t a2' elaner lk 3 to co all parka rim, im then :auk' .nsure a cunsls,eni plank apple founde7Dn c out a awnx scuces. thin Sill a D ®from came x d Brea ease d .anc I: Aval 9 w05h m Ix a F Worm n Bred Mac Gad ' a. 6 �rI51d e S d CaglarY Y 2aee :xka dY a gewn b m ?aR eika wnrA ,m n rq . I re rabk m dalYU tea w I akn loco .W 3Y 1 1 nea9ea. aenE Sk pee aY r�ia• tad w o win d.a d A James Nor P ma has Seen dmd AI and ladle kul V dhease •all^ a >IAcmY :ease dYY n nG w si0ce dud an alw q cn :kola sa d' tehY aM dear -reN v amCUms d' 1M saw Made h axCesshre sp I bk us a lYr stmt^ &eaz r where not eas ac x PPoo i s all Jleal9 11aEIQ IYINn ase bat eas mil am QQ rem lazlure : P ,k n xWca x Pe Ytlons and Halo f u her d rc vemment re Wla xn ire w1L acahle vu rrqq Dun um 9 h aaadaice 7D hose Lska rip II ' uI xlm N aPy atYdied to a'"+EPA ,acuum 1 okas F he immadaY ore; Nl wax a ar fitted 18GSH arpCVetl Ad ur.# a resPl 1F 0. Fa I hfmr¢fnrl lob to uu i da0alun b Suclhns a d Flara� Sale hskad'wne b Md,x I_ la d axtasaes. pu4a dmr-la IEPA aaaunt4 x wtt,:l®nW nu:lmdr - nr+a dry Tau sheel avalabY of _4-r_ a 6Y rdFaq fA7a -9N Df t- A069A2 -7)aT. FWSE i0 ADtf1E Te 111A WAPo✓, NSIIS, R1p tGfALU.r'eN r61A;.C1etS MAY IEAe TO s�fAJl6 5 wua oa oE N. South GENERAL R 1 UiR fMEN1S rsrIt n 9 i i framing and sheathi f 4 o c irregularities n ra e maximum 0 2 9 wood or steel studs aced a 9 Artisart lap can be installed over braced spaced can mirror 111rou the finished application Artisan lap can also be installed over foam ins ulatorv'sheathing up to 1' thick When using loam msulatioNshealhing, avoid I 1 h thin misuatorvs ea nature of Ute foe r Siding due to the compressible A ) f n re ul In im tin of the a d n - 'I Ian rs which ca resul d v rlvin nail fors e P 9 c er d 9 9 i t li he tin 9 in 'din over foam r sale oNs aU r i attach sr -drive nabs fasteners are used a i nec essary U ower n 9 9 Extra caution s D ( ) • N. r v barrier requirements ts. Thor water esi sU e tier must be r r . I building code re a em I , A wale - resiss,ve barrier is required in acco da: ce with local d g q approfinalely installed with penetration and junction flashings in accordance with local building code requirements. James Hardie will m o w r ti n chi" . n was o h t. bid i t ate o assue o P • Adjacent Finished grade must slope away Irom the building in accordance with local building codes - h //pically a minimum of 6" in he first ?0' • Do not inslall James Hardie products, such that they may remain in contact with standing water- • Artisan lap but joints are not required to land on stud Do riot rail within 2' of tongue and groove at i end of blanks • James Hardie recommends cutting tongue or groove of when butting Into Irim boards flip. QJ remove longue r • A tisan lap requires a t m thickness of 1 112' fa proper aesthetics groove when a on, a pplications only bLufr trim method inst alled on vertical wan p ti an lap may be Y N s PP P Y n and details below P Must follow all clearance , e a e Fco E CLEARANCES & DEiAILS ce<rs�ar��rr mmta3ura1¢,rM • Install siding and trim products in cam fiance with local building code requirements for clearance between the bofem edge of the siding and the a 'ni he de adja Its d a FF a 71. • Install James Hardie• pr a cts I+n u a minimum B" dearance to the finished grade on the exterior of the building of in accordance with local buildin aq codes it greater than 6' is required (fij. 7). Man lain di e d v s fi B " clearance between James Hare products c and ants e Y 1 9 J . i - a 2 P D P Maintain a 1" - 2' clearance between James Hardie products and decking steps an driwa material (fig. 9lied ) • At the juncture of the root and vertical surfaces, flashing and counterflashing shag be insla per the tooling manufacturer's Instructions Provide a 1 • - 2' clearance between line roofing and the bottom edge of the siding and firm (frig. 10). I Hashing Do not ca a i 11, 1 d honzonta s e the bottom of James Hardie mduc s an g ap (f9 ) " clearance between 9 Maintain a 1, 4 P • Maintain a minfinum 1' gap between gutter and caps and siding & Irim g. 121. • When ending Artisan lap at the bottom of a window or at the lop of a wa I, a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle. Also when cutting Artisan lap around doors windows, a other horizontal trim applications, an additional starlet ship maybe necessary to achieve proper plank angle (fig 73). • Install kickout flashing at Too( -wall junctions (rig 14) water- reslsdve stud barrlef conc2le Uunda UOn 1 �6in Hell 1•. 2• �6 mfr Aan• } lap sidin water bar, let banter ]eck materpi t 4 , T 2 nali.R every 16" 2 nails every 16" 2 flats every 16" each board flashing joist c .' J ledger I 1' 2" i t-- Z flashing Ficl,af FiacRe I f Gune 9 F,cuee 10 waterreslsdve s. flashing sldrrq - balder - ) - .. . 9u a, l _d l en d 3. Do Na a P .,auk /4 gap fascia _ startei $ • strip •� nashir'g tibo 1' mat siding - F a•'P g board Flauaf 1 RG,.'PE 12 RG 11 P B KICKGUT FLASHING step. � in ash r 1a 9 ac Because of the volume of water that can pour down a sloped root, one d it most crit ical flashing A details occcrs where a fool intersects a sidewall The root must be flashed with slap flashing selr bed main Fan ) s ad snip m siding. ed h k' kout to deflect water awe from the r rminates install a m 9 Where the r to y - I and Vim i e av ee members I befo a the ublasu e ar m boards are - f- dherin membrane on the Hal e r s i best o install a ,el a It sb b t 9 b hind v rfrom el ki6lint k t install the kickout To prevent wale Ice a nd Then come boo o � ratI ed in a a P 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 ("g 14) .f alp adge .star resistive Fl-tir a barrier Aa raquir ed by local bueding code. The Illustrator (iqg,n. 13) anal assoclatad text was :aorm.d wM parnasaron ct ME JOURt1AL OF 'JGHT CONSTRUCTION For s„buxip(be Intormallon, cad spot 375 6081 or YISA www.lcorhis cum. 4RT96304SC -IA We South JOINT PLACEMENT & TREATMENT JOINT PLACEMENT JOINT TPEATMENT Artisan• lap bunt joints are not required to land on stud it is Install factory finished tongue and groove edges together recommended that butt joints be placed 4' off stud (fig 15) at butt joints using Joint Flashing I fp 16)' Do not nail within 2' of longue end groove at end of planks Joint Flashing rt'ad n Jmq 1e � rve � recommeuded �j l4 1 _ 4" off stud stud � -.1 Wind. I j aldSl n• lap F�a,,'r+e hs F,at.ne 16 ARTISANr ACCENT TRIM Artisan lap requires a Ulm thickness of 1 1'2" to proper aesthetics 09S 17 & 18). rM r urea and - n Uucl!on ETBF o e Ill w s n Trlm to wood q o a Artisan Acce t I m be used t att ' it ' finish Hal s a ' m tlntum 16 a 2 12 Y A fasteners or screws may be used to attach Artisan .Accent Trim to steel name construction. • Fastening IrsUuctons are similar for all applications. When using finish naffs, position Halls no closer than 1 " from the edges at the m ximurn I n s s rnendsofUma d aced a ar than 1" fro D 1 3,'4" Fasteners must be no GHos f no closer than a I ot estop^ 9 Ulm and f al th fastened r trim !s adequately 6 "oc.Ensue of 1 • Malntaln a minimum 1'2" clearance between Artisan Accent Trim and roofs, decks, paths, steps and driveways n Accent Trim and norizJn.al flashing w n >rL'sa cca , i 1 4" clearance be wean Maintain n a r� n r h n r Weer curb e ) ! la m Me o r a.�a u s p T aro no! v +silo e a Mare. "anas Nard''e' recommen�Is rs'aJiap fpm boards so Mat see s p s 9 U `a nrn T-m t ban la 1,g 11 n I teal ".:IR 3I:o,¢I F -1 '.7 F 79 Board Width Pre -built comer Site Built Corners Other areas (a g window trim, band boards and fascia) 4 , 1 trail every 16" to attach boards together + 2 nali.R every 16" 2 nails every 16" 2 flats every 16" each board '- DD NOT USE MAIL L,NE 6 „ 1 nail every 16" to attach boards together + 3 nails every 16" 3 nails every 16" �I 3 nails every 16" each board nail � o Fx other Jointing opdons, refer Ic local building code or NEP 705 agT963C45C P1i rtlk GENERAL FASTENING REQUIREMENTS VX - le, = r, .,. - - I South Fasteners must be corrosion resistant, galvanized, a stainless sleet. Electra- )alvanized are acceptable but may exhibit premature zorrosion James Hardie recommends the use of quality, hol- dipped galvanized nails. -ames Hardie Is not responsible for the corrosion resistance of laslerers. Stainless steel fasteners are recommended when installing Jaman Hardie* products near the ocean, large bodies of wale(, or In humid . e climates limates PNEUMATIC FASTENING James Hardie products can be hand nailed a fastened with a ppneumatic tool Tneumalic fastening is highly recommended. Set air pressure 'v r e urf ce d The sidin A f o' t ttac t nt UI neumalic tool is recommended. This so that the fastener is driven situ with ih s a ooh m �n a hn a on e 9 0 'I a P t under drives lh. nail (Drive or will help control the depth the Han is driven U setting U e Hat d plh proves difficuf, choose a selling ha es e a I j0 a der with smooth faced hammer - Does not apply for inslana�ton i steel framing). dr en calls snug lh a s oo a PD Y o sl a g) . • i I compliance report f correct I sleners a and v specified ind loads design n Consu t op I cab a code con to ce rt a a lacemer I to achieve e s ec s w V P D D i 9 • a areas where v specific Jurisdiction . NOTE: Published wind loads may not be applicable to all he a Local Building Codes have sp Consult James Hardie Technical Services d you are unsure of applicable compliance documenlabon Drive fasteners perpendicular to sidin and framing Fas heads should lit sou a ainst siding . • gg ' fi A F 9 A A I no Gtr space) ( D 9 ) • Do not over -drive nail heads of drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail (fig B ), snug Flush countersunk • For wood framinp,under driven nails should be hf (lush to a plank caulk a with a hammer For steel framin remove and replace nail aaa -.an da rot under • Do not use aluminum fasteners staples, of clipped head nails. �`" • Use the nailing line provided on the board fa men proper nail Placer, F. of ° Fla of a dme naffs FASTENER REQUIREMENTS a w *a••- BLIND NAILING (required) Wood Framing • I 1' I st ir4" long) . Siding Hai 0 09" shank x 0 22 D 2 0 A ( 9) Steel Framing Ribbed Bugle Head suew (flo B -18 x 0 323" HO x 1 5/8" )ong) in It, p•arlap Propper nail placement t • Do not nall within 2" of longue and rg move at end of planks, • Use the nailing line provided on the board for proper pall placement. F s I I Wind Areas, such as coastal applicati r efer to the Artisan o Fa H igh e r b ' A PP 0 N LE S Lap Siding Code Co Sheet on www.artisanluxu'ry cam or Nnu uNE contact your local Artisan Sales RepresenlatNe AS LAP LINE v a a r¢ ha ,ar 19—it , 9 Fwuaa 20 M I A M I.DADE 51IANf1 -DADE COUNTY, FLORIDA WN METRaDADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 1.11IAM1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elin 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 Miarni -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 (AID. 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 AIU (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 AIIJ may iimnediately 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: Ilardiplank, Ceniplank, Hardipanel, Cempanel, Ilardisl it and CemsofCLtt APPROVAL DOCUMENT: Drawing No. IIPNL- 8X,11PLK4X8 & IISOFFIT -8X, tilled "Ilardipanel & Cem P anel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details ", sheets 1 through 3 with no 'n the Mianu -Dade Cou 102/(}4 bean Ronald O awe P E. dated 04 and sealed b R re v i sions, ' re awed si fled , g P P g y g Product Control Renewal stamp P with the Notice of Acceptance number and expiration date by the Miami -Dade t Pr oduct Control Division. COl.11l[ PI Y MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer i logo, s name or city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. T a been no < � s 1 application has bee n filed and there h RLNLOVAI, of this NOA shall be considered after a renewa a PP change in the applicable building code negatively affecting the performance of this product. rTEWNIINA1'ION of [his 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 e•ndorseinent of any product, for sales, advertising or any other purposes shall automatically teiininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER`I'ISEi1IENT: The NOA number preceded by the words 14tianu -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 OfliciaL 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 10'1. Utrera, P.E. NOA No 07- 0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 Page I iames Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A 1. B 2. 3. C I. D I ki ART9630aS0-Pbe 6; E 2. E 1. 2. t Carlos M. Utrera, P.E. ro'duct Control Examiner NOA No 07- 0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 DILMING (submitted under NOA No. 02- 0729.02) Drawing prepared by James Hardie Building Products, Inc. titled "flarldipanel & Cempanel; Hardiplank & Cemplank; flardisoffit & Cemsoffit Installation Details ", ions , 0'1./04 with no revisions, dated 04/ th fISOFFI'r 8X - -4X8 & , f1PLK , drawing No fIPNL 8X, signed and sealed by R. L. Ogana, PE. TEST (submitted under NOA No. 02- 0729.02) Laboratory Report 'Test Date Signature ATI- 16423 -1 PA 202 & 203 03/18/96 A. N. Reeves PE, ATI 16423 -2 PA 202 & 203 03/18/96 A. N. Reeves PE. ATI 16423 -3 PA 202 & 203 03/18/96 A. N. Reeves PE. QUALITY ASSUI ANCE e Office. n Banc, Building Code Col g P N s ubnlitted under NOA 02-0729.02) MA TERIAL C CERTIFICATIO II ICA'rI0 Standard Compliance (ASTM C -1185) issued by FTL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. Evaluation Report NER -405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. STATENIENT (submitted under NOA No. 02- 0729.02) No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 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 04/16102 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. OTHERS No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, 'Technical Services Manger. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald 1. Ogawa, P.E. f- UJ UJ x N d ua Q z 0 d N z u 0 0 r� ^along line and '- DD NOT USE MAIL L,NE walunnsa. barter _ p AS LAP LINE -• ' blind �I nail � o 1I1 "m i o: erlap J_ — o I t � I 'water re ^Isere bank, M I A M I.DADE 51IANf1 -DADE COUNTY, FLORIDA WN METRaDADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 1.11IAM1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elin 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 Miarni -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 (AID. 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 AIU (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 AIIJ may iimnediately 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: Ilardiplank, Ceniplank, Hardipanel, Cempanel, Ilardisl it and CemsofCLtt APPROVAL DOCUMENT: Drawing No. IIPNL- 8X,11PLK4X8 & IISOFFIT -8X, tilled "Ilardipanel & Cem P anel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details ", sheets 1 through 3 with no 'n the Mianu -Dade Cou 102/(}4 bean Ronald O awe P E. dated 04 and sealed b R re v i sions, ' re awed si fled , g P P g y g Product Control Renewal stamp P with the Notice of Acceptance number and expiration date by the Miami -Dade t Pr oduct Control Division. COl.11l[ PI Y MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer i logo, s name or city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. T a been no < � s 1 application has bee n filed and there h RLNLOVAI, of this NOA shall be considered after a renewa a PP change in the applicable building code negatively affecting the performance of this product. rTEWNIINA1'ION of [his 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 e•ndorseinent of any product, for sales, advertising or any other purposes shall automatically teiininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER`I'ISEi1IENT: The NOA number preceded by the words 14tianu -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 OfliciaL 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 10'1. Utrera, P.E. NOA No 07- 0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 Page I iames Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A 1. B 2. 3. C I. D I ki ART9630aS0-Pbe 6; E 2. E 1. 2. t Carlos M. Utrera, P.E. ro'duct Control Examiner NOA No 07- 0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 DILMING (submitted under NOA No. 02- 0729.02) Drawing prepared by James Hardie Building Products, Inc. titled "flarldipanel & Cempanel; Hardiplank & Cemplank; flardisoffit & Cemsoffit Installation Details ", ions , 0'1./04 with no revisions, dated 04/ th fISOFFI'r 8X - -4X8 & , f1PLK , drawing No fIPNL 8X, signed and sealed by R. L. Ogana, PE. TEST (submitted under NOA No. 02- 0729.02) Laboratory Report 'Test Date Signature ATI- 16423 -1 PA 202 & 203 03/18/96 A. N. Reeves PE, ATI 16423 -2 PA 202 & 203 03/18/96 A. N. Reeves PE. ATI 16423 -3 PA 202 & 203 03/18/96 A. N. Reeves PE. QUALITY ASSUI ANCE e Office. n Banc, Building Code Col g P N s ubnlitted under NOA 02-0729.02) MA TERIAL C CERTIFICATIO II ICA'rI0 Standard Compliance (ASTM C -1185) issued by FTL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. Evaluation Report NER -405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. STATENIENT (submitted under NOA No. 02- 0729.02) No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 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 04/16102 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. OTHERS No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, 'Technical Services Manger. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald 1. Ogawa, P.E. f- UJ UJ x N d ua Q z 0 d N z u 0 0 r� M Ul fu SOFFIT AIR FLOW TABLE R R W Building Consultants, Inc. Z 1 m Ln N 6 AIR FLOW Al P2 FLOW 73 BE BEYOND SOFFIT TYPE n Co nsulting nd Engineering Services for the Building Industry W Q soPPlrnPe B g g g i . Y 0 \ > \ \ \ \\ m £ P O. Bogy: 230 Vahico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 0 � [\ in {( )1 \ \\\ \\\\ p� z 0 0 4/ \\\\ \\\ a CENTER 4L! ° ° °° 0 \\ \ \ \;;; m PA"SR1 3.91 2.71 % m°Om000 ®O - 25 (� i Florida Board of Professional Engineers Certificate of .Authorization No. 9813 (L tt AMERICAN CONS1RUCllON METALS \ \ \\ \ \ \\ ® ®® °pppp $ m t� p < ®ppp ° ®p m \ \ \ \ \\ \ \ \ \ \\ g 0 FULL VEt-, < t�-- 0 ROW FULL PENT I ,� U N \\\ \ \ \ \\ \ NAR \\\ \\>♦ tt 4 PAT ER 11.74 8.15% NARaow 1'1.74 8,15% O ®° ®p° LL W PAIT6 RN °pp° 1 l :j \> \ \ \\ \ \>\ s ° D D 0- -- f E s Ln 5140 West Clifton Street \ \\ \\ \ \ \ \\ �v -- moO° a g Li U Q Tam M a, FI. 33634 0a0 \ \� 3 ° 0 0 N y p \ \\ \ u PATTERN 3.69 2.56 % PATTERN 3,69 2.56 /° pppppp X Q LL VENT "I PULL SENT YIIOfi pppppppp W \\ °° ® ® ®°a°° l7 �� Product Evaluation Report I VI \\ o "TRIPLE 4" & ►'QUAD 4" A U > \ a:a p° \ n n n n n n a 1 54" LOU', ER pn rf ERN IFUU scut U >- ALUMINUM SOFFIT °° °° O ERSFGRNE ° ° N - 1 °°° °pp °® oRECrIoN ASRESI Report No..- FL 12019.1 R1 Q ' TRIP 4 (T41 0 � �Z i.T' -" � � ° ° ° ° ° ° ° °° a P 0! r N 1 TRI OI LS RU) .7' + 4 3 � � y oI - 55' 0155 °ppppo 111 1 1 -011 1 0 135 "TIOCK m 4 ], - � ppp "' I t Z I (-�! 76 r �_ m Date: Ma I, 2009 v 4,. 6" O R B' o ®° p p 0 38G" v 7 d W rll � f p °°° E ww'A A "h CALF -. a M GENERAL NOTES I J FASCIA J "C HANNEL pppp°p °p FULL V - WIDE PATTERN G o o Product Category: Palled Walls THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH °O �A "F "CHANNEL 5 6 - luminum Aluminum 3 °° °°ppa°° (Lou4ars forrreC ir. some ° \ W N IL THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY v> a a Alumlwm °p °p° °p° DIr ecdan os ribs) p4 ppp o Q CD U HURRICANE 20NE', \a\a>\ ��m,�> p0° ®p° ° g Soffits 3 \ \ \ \ > \>\ »� >� ��•� m 3" °p4p4 °pop\ p y M U T 2 PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON 4 ° °° Product sub -cat pp4 p °p° p a covER,cE IREfI ---� p� p a p p v Y r e OT CCvERAOE R� Rye Isvrnl pp °p ° � p m �> 33" DETAILS -- Rulrout pp pp , ANCHOR EMBEDMENT TO BASE MATERIAL SHALL v >vva >�� >� >�> >Naa �- " / p0 ° ppp e, WALL DRESSING OR STUCCO, 3. SITE CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO Ol - / � �-- 5" a;pw; Product Name: "Triple 4 & "Quad 4" .Aluminum o It a0aaaa \♦ `va�>�`� h r t0 031 R. - 42" - 25' FURTHER ENGINEERING ANALYSIS, vp »>avv �� 40 "T "- ° [] G D 0 0 D Poo °omov°;v U hlanufachirer: American Construction Metals 4. W000 /Ch1U WALL CONSTRUCTION, BY OTHERS MUST BE DESIGNED A' 4� _ 0 0 p ° p0 pO pAA O _ ppp p° >\ �,» N ppp p° 400 West McNab Road PROPERLY TO RECEIVE LOADS FROM rriE SOFFIT AND; OR T X 2 6 " >v v > ao 33" u Q Q Q Q ppp pppp Opp " BA STRIPS. v avp " 6 �- 33" } d 0 0 0 d ° �o�m mo Fort Lauderdale, FL 33'309 \p \\ \\ ``\ Z 33 0 0 0 0 0 0 pp0 p a Ph. 954) 970 -9999 Rib MID 214) DETAILS 0 pp p c \p \pp COVERAGE p v p p ° o p LOUVER PATTERN pppp p ppp opp " PITCH - -- 2 Sr'B" .n. +alE rcR Lou•.;eRS (LOUVERS FoRh!ED W sA,. +E 4 ppp vppp° 0ppp m TABLE OF CONTENTS v�� k DIRECTION v Ries) IN p pppp oo ppp o \\>\\\ > > m g aaaaaao�N`� Scope; This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. SHEETY DESCRIPTION 1 Typical elevations, 3 general noles 7 pp Schmidt, P.E. (System (D 1998} for American Construction Metals based on Rule Chapter No. P anei delap �iRIPLE 4 PANEL 0.388 a p \ 3 Soffit defa8 and design pressures > > sr w E 1/ N 9/ T.S. 09 y (° p o ®pp ^ z 2 9B-72.070 Method 1 d of the State of Florida Product Approval, Department of Community 4 Soffit dela8 and design pressures . ? .GE po pp�0mpp a SATE: 01/01/09 - 69 (REF 5 Soffit defoll, design pressures and bill of materials QUAD 4 (241 JK ) I S oo" COVERA ue Affairs- Florida Building Commission. owo. an i ilEw�A:A "14 x5cA E op N Opp JK ®�0 p s+ N.7 crlR. 8Y; LFS 4,00" PITCH -- 2.52" wiDm Avas.asLE rcR,ouveas ° ° m pp ° mppp 0° - p pp \ ppp DWO. 6T; a- +012101 IS THICK) a _ P p �Hw B. LFS RW Building onsultants and L radon F, Schmidt, P.E. do not have nor will acquire financial a,�u l olss' nTCxI ORAwwo No., o FULL VENT - NARROW V ENT PATTE ppp g y FL- 12019.1 0 ^ �- S 6 p DRAwwo No.l (L rs formed in same dl: action as r ib s ) s - ° �- FL - 12019 1 in approval al process ofthe product amedthereting the product or in any ocher entity involve QUAD 4 PANEL PP P This product has been evaluated for use in locations adhering to the Florida Building Code _ - - - - -- -- -- - Edition). See Drawing No.; FL 12019,1 prepared by R W Building Consultants, inc, and signed and sealed DESIGN PRESSURE (PSF) sINGLesPAN LENCrtI b` I radon F Schmidt P E (FI 43409) for specific use parameters. (TFM DESCRIPTION MATERIAL T FASCIA .0215' THK. AL. 3105 - H1 ALUMINUM 2 "J" CHANNEL .0155" THK. AL. 3105 - H24 ALUMINUM 3 "1" CHANNEL .0155" THK. P.L. 3104 . H 19 ALUMINUM 5 QUAD 4 PANEL ( 0115 OR .013 THICK AL. 3105 ALUMINUM 6 TP.IPLE 4 PANEL ( 0115 OR .013 THICK) AL 3105 ALUMINUna 7 # 15 x 1 -3/4" TRIM NAIL S.S. 8 18" GA. X 1/4" SS STAPLE (W/ 7 /8" MIN EMBEDMENT) STEEt 9 T X T BATTEN STRIP SG =.42 OR BETTER WOOG 10 APA B -C- GROUP I EXT, 15/ PtYW000 OR BETTER WOOG i I .097T IA. T -NAIL W/ 5/8" MIN, EMBEDMENT) STEEL A+ ROOF OVERHANG ROOF OVERHANG POSIITYF NEGAffV� SPAN " A " SPAN "A u ^ " " 3 a ROOF OVERHANG = N SPAN 4 B' +70 -141.0 - SEE NOTE 2 a G c", m - 0 ROOF ROOF 0 Ll u lo° +60.0 •60. 1 g a Lyndon F. Schmidt, P.E, � FRAnINa FRcriIND ROOF - SEE DETAIL" B " t n $ F�c LNG -� (SHEET 3) N m FL No. 43409 12" +50.0 -50.0 ALUrvrall &LUHINUM s March 31, 2009 e F45G 14 " + FA SCI? 9 8 ( 4 TRiN / / _ \ 38.5 •38.5 t.RIM -� Oct 1--------- 16 +30.0 t � �--------- - - -�_- CMU OR � T CMU OR CMU OR SOFFIT- WOOD NOTE SOFFIT W000 WOOD FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED FRAMED DETAR E - DETAIL " F • - BY THE ARCHITECT OR ENGINEER OF RECORD DETAIL " G ' 2 12d COMMOr4 NAIL OR 3/16' I CONCRETE SCREW 12d X 3- I /4" - - H D. GAVL. STEEL I X2 VERIICAL CONTINUOUS � (MdN 1 -I i J" Eh46EDh1E,NTI � 24' ON CENTER DETAIL ' E ' Sheet 1 Of 3 D��.IL "H BATTET4 a CL _ / COMMON NAIL 0 24" O C. FRAMING (SG>0.42) -� - 12d X 3, L/4" U ° H 1 SIDE VIEW S ING LE SPAN W Gp.v4..STEEL Fe SPAN b - // - J- NNEL a� LLI W/ I -3/4" MIr1 Emil ATTACH ATTACH W/ 2 8d - ---- -- - -- - 1 F- CHA NNEL SIDE VIEW SI NGL E SPA W - - - -- -�_ ___- CHA __ -- coMMONNAUS - COMrr +Cg�NA1L424.0C SID VIE - DOU SPAN W BATTEN o °� L TOP TO ROOF FRAMING _ _ " (Sho r ri tuss overhen9l (Shown w, truss /framinq cverhang) w/ I -; 4' r,nlN EM8. % :j z j w/ truss,'Traming cantilever) m am oa Shown -- - TRIM NAIL ATTACHED STAPLES INSTALLED 3^ � � v � Z _ m ° THROUGH FASCIA 12" O.C. (IMO WOOD( o 4 16" O.C. MAX. IN J- CHANNEL SLOT o "° 8 STAPLES INSTALL ED L§ 24" O.C. (INTO WOOD) OR T-NAIL 1 3 12"0 C, (� o w ON F- CHANNEL LEG OR T -NAIL 4 12" 0 C. STAPLES LOCATED (INTO WOOD STAe'LES INSTALLED o �J ENID OF PANEL AND 8„ O C u a i NOTE: (INTO WOOD OR MASONRY( 24" O C. INTO FRAMING OR MASONRY) ' a STAPLES INSTALLED 4 - - 9 I END OF PANEL AND - - - -- JSEi C 0AIL D( m T FOR BOT1 CUT OVERHANG 9 m SPAN A 1RIMOTO.MOffASCLAFLAT Supporting Documents I " (SEEDETAAIILD) ROOF OVERHANG (1 4GAINSTPANEL SEED G DETAIL (SHEET 41 8 _ - - ROOF `, /\ I m / DETAIL I' N '+ 5 6 FRAMING -� j SEE NOTE 2 STAPLES INSTALLED i u 17'O.0 (INTOWOOD o Drawing 1}NIN $PAN LENGTH DESIGN PRESSURE (PST I / �� to IV /CONTINUOUSBAITEsTY I I v 217, c NrtELSLOTORT -Nwl �- - - - -�- POSITIVE N €�Anv i (IIr o c. ° -' ° ° °_ = a . Drawing o. .1 pr b ! _ _ _ _ _ _ _ _ _ _ El (IiJ10 i400o OR MASONRY) 1 D i N FL 12019 =,r P } R W Building Consultants, Inc. (Florida Board of 8 g 16" +70.0 -70.0 / ( 12 I - - - - -Professional Engineers Certificate of Authorization No. 9813), signed and sealed by - - - -- ° Lyndon F. Schmidt. Y.E. 3 - +665 •66.5 i / sTAPLESINSrALLED ®� --- - - -� -- - CMU OR END OF PANEL AND r r a s a 3 _� ( t l 20° +6 5 60.0 w000 I B stt e " MAX. O C. L -'' y� < Te ' n g B 11 FRAMED o (SEE DETAIL E. SHEET 5)5) 11 1 22° +54.5 54.5 DETAJL "I ``` vs "M.Ax l0 0 ; , "Testing per ASTM E330 -02 as performed by Testing Evaluation Laboratories, Inc. and as 5 °z - - 1;B °InA.x. __I•MAx - - Z reported in test report TEL 01 190073, signed and sealed by Lyndon F- Schmidt, P.E. 24" +50.0 -50.0 DATE, 1 9/09 I /B" MAX - DATE: 1 9 Q9 I scut: N.T. S. 5 scu E I owo. NOTE: SIDE VIEW - DOUBLE SPA Dw �. BY , JK DETAIL" E " DETAIL" F " DE G " "K. �+ LFS C Calculations a" ' O C. MAX. L JK I ,WOOD FRAMING AN ®CK?NNECTIONS TO BE DESIGNED GHK BY' LFS J Chonnei DRAWING N, 2, 12o. O. 0 1 L 1 - 12 X1 d COMMON NAIL GR 16" fTW CONCRETE SCREW FL- THE ARCHITECT OR = V 1tJEER OF RECORD (Shown w( truss/framing overhang) FaSCIp F Chonnei Product anchoring for tested specimens as substantiated by tested specimens reported in 5 DRAWING rro! „ ( MIN. 1 1 /4" EMBEDMEH 4 24" ON CENTER FL- 12019, 1 t DETAIL D s - I c test report number TE;L 01 190073. 2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. C Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that American Construction Metals is manufacturing products within a quality assurance program th:3t complies with ISO /lEC 17020 and Guide 53. Lyndon F. Schmidt, P.E, FL No. 43409 Limitations March 31, 2009 1 . This product has been evaluated and 1s in compliance with the 2007 Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings, 3. Site conditions not covered by drawing FL- 12109.1 are subject to further engineering 0 analysis. 4. Wood /CHILI Nall construction, by others, must be designed to receive loads from the soffit and /or 2" X 2" batten strips. am 5. See drawing FL- 12109.1 for size and design pressure limitations. � / <z Lyndon F. Schmidt, P.E. PF 1463 Sheet 3 of 3 FL No. 43409 March 31, 2009 ..j r L s � s The Prohlem fxcl►�r�r f fr r 1-11p edy aivuers air. fist str -Wert a vet S11111fts z tolii 1� ire* , dire for • ost ma'ar shingle rnanufacturefs' lication instructions too rigid M .. ) Tg e �p for fastener p lacement • Waaanty dismal for blow - offs., based Oil fastening patterns — even wren the rea /problem is a rnateiial defectl • Installatiofl rejecticJtTS.,. by cede officials and t�nsultallts v&* ate assuring complia with what are oveliy restrictive manufacturer applicatiofl directives • Marldatoryi removal and re- applicalion of shingles — costing time and money Th U rr The Proof GAF's expanded approved Will these expanded fastener options fastener placement area adversely affect wind uplift resistance? (see ret - se for details), iifi lit resulting riff: • Greaterffexiffji /ity UL testing (UL997) IIaClusively proves that, in fasfenar plaeenrertt once rho shingles have sr atoil,. • €fflelenf insfalfat/orr (;CIF's new expanded, fastener placement while ni'alnfaininy Highest qualify will NOT adversely affect wind resistance • Redlined risk of limiecessaiy GAF's long -terin field experience n ad cosli'y rework supports the conclusions of UL 997 testing , I® I i ; ` Q1.181ity You Can Trust Since 1886.. tut HuiIh Aineiica's lamest R Ing Manufactllrerlr GAF MATER ALS CORPORAT Eta EXTERIOR RESEARCH & DESIGN, L.LC. Certificate of Authorization 19503 353 CHRISTIAN STREET, UNIT # 13 t {) OXFORD, CT 06478 PHONE: (203) 262 -9245 FAX: (203) 262-9243 EV ALUATION REPORT GAF Materials Corporation Evaluation Report 01506.01.08 -R3 1361 Alps Road, Building 7 -3 FL10124-R2 Wayne, NJ 07470 Date of Issuance: 01/03/20108 Revision 3: 02/03/2010 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 2007 FBC Residential Volume sections noted herein. DESCRIPTION GAF -ELK Asphalt Roof Shingles LABELING Each unit shall bear labeling in accordance with the requirements 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. TrinitylERD 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 vaords "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evalliation Report is displayed, than 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 4. Prepared by: The facsimile seal appearing was authorized Si�;::OF by Robert Niaminen, P.E on 02,'03/2010 This does not sarve as an electronically signed u Robert J.M. Nleminen, P.E docment Signed, sealed hardcopies have lee : aO Na� E I ' , trarsmiCad to the Product App, 1 1 Administrator' and Florida Registration No. 59166, Florida DCA ANE1983 to the named iant CERII r ICAi[ON Of INDEPENDENCE: riu, 1, TrinitylERD does not have, nor does it Intend to acquire or will it acquire, s Fina.ucial interest in any company manufactu q or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or dist.ribuling products it evaluates. 3, Robert Niaminen, P E. does not have nor will acquire, a financial interest in any cornpaae manufacturing or distributing products for a, the evaluation reports are being issued 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any othter entity involved in the approval process o4 the product, ROOFING SYSTEMS EVALUATION: 1. SCOPE: Un z - 1 3 m riV, or more drla ment Standard Slo e 4 12 33 m P ( ) Y t I r I 1 is �d r t.oilt I' ticn of nd la a i a d i .it cne ,n s ul u,cd la n en. , d l A l� a al n 1i.Cdvr ec h PP Y I +y "r .. I 1 rot' r i f J k•r�, n nl'n ace � rb cared d ,5 r'ydaes l �e uol at h s lu d u J A d U ro Y Y ' f j nv'le h, I li q n ll = � Bas hm suc as GA F 'k at9 rill Co 6�atc at a A Ilcatld t of save Lasl n I st3 -a a I rD PP 9 g 3 di h pf Slul n d Gpa ' Leak Barnes in lu alltles h aYS Ira be du,xd py , a io, I dkin d up b.hind ice of tlu�nd dams. Ea E I,aslwrg nn_t oJe ha ,p sire root alga by 3.'8 0, Emil an eaend 2r' ISICr ) &J' +cod file Inside war lisle xx + ,oaiml 12 0 5r '.,I e --p r e.+n` VJ alga' ?Pe x Fo rwa wopea..ea ao., Ie - �✓ ° Ba ^a^ s f% III :bacly " W ldry a '§ � • ' IT 'a— I'll W cSR dn :.laid + J a i � a 151" Q It- Lac a' ia,lnnln1 End Lan Aio q k yu N q spot de 1" ..1 d'Ip dga c Vr :x, Io0 1 r,eNl to of mvJc'Wj,, cirq. 2 Starter Course lip Gl }' u 9 silty 1 der at a 9 1 and ftri h dlhar a eel le r ,.r n r 4 �' alnrd I q .a1 o one s at 1p k ll'OG E1 idh SIV' /- T,ni 1 a v i rc saZr 4 Second Corse sort al d crndn sroocd ocLlsa as shu':m- i hn 6' (1521pmlkom tbs acct of the sl'Iirple, P ninon the shlnA7a9 In the second aril uh'aque',It coulsas Bush j ll this taps 01 va ;:ids culoetS Til nes,,Rs In a 5 (127m11)i enp -.su18 COnlim'a'a1h lull ,, I& orhif files across Ilse red SUikq a dPdlk lire Strout eery 5 COu(ses to ebadl rvvallet alg Ii elnl slth eves. N07E, $h'mgles may to and from sllhel ell or lVit hand side Stan at aill'er take auge ruh s,r1'gres having 8' l;E2nInQ f.lmmed lrtm 11 �2r�ir� Fourth and Remaining Co.Jrses Uri 1 T (!ox lim) I cn. first 3h.19fe It the Wa d'ar con! Le 60 L. 1 _ ny . 411 tLe rcdf FliUi a "d a111 Ifs 'pl= in;t a h...', � cm sl: 1 3 F.1 si� tile r:1 x i�e w',dc Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF -ELK Asphalt Roof Shingles, as produced by GAF Materials 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 Requirernents and Limitations / Conditions of Use set forth herein 2. STANDARDS: Sec i proveLtz Standard e r 1507.2.5, R905.2A Physical Properties ASTM D3462 2004 1507.2.5, 1507.2.10, Wind Resistance ASTM D3161, Class F 2003 R905.2.4,1, R905.2.6 1 1507.2 10, R905.2.6A Wind Resistance ASTM 07158, Class H 2005 3. REFERENCES: Entity Examination Reference Date PRI (TST 5878) ASTM D3462 GAF -059 -02 01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF- 080 02 -01 05/25/2005 UL (TST 1740) ASiM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 I (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 IL (TST 1740) ASTM D3161 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161 02NK30871 09/09/2002 UL 1 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06 It (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL 1 1740) ASTM D3161 04NK30546 03/10/2005 UL 1 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/20G5 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL 1 1740) ASTM D3161 05NK27924 02/11/2006 QL (TST 1740) ASTM D3161, ASTM D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,ASiM D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM 03161, ASTM D3462 06CA35251 10/18/2006 UL 1 1740) ASTM D3462 06CA31603 12/01/2006 I (TST 1740) ASiM D3161, ASTM D3462 06CA41095 12/27/2006 I (TST 1740) ASTM D3161 07NK05228 03/13/2007 I (TST 1740) ASTM D3161 06CA31611 04/04/2007 I (TST 1740) ASTM D3161' 06CA61148 04/09/2007 I (TST 1740) ASTM D3161, ASTM D3462 07CA31742 1110812007 I (TST 1740) ASTM D3161,ASTM D3462 08CA06100 03/13/2006 UL (TST 1740) ASTM D3161,A51M D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161,ASiM D3462 09NK06647 08/01%2009 I (TST 1740) ASTM D3161, ASTM D3462 09CA27281 08/27/2009 UL (QUA 1743) Quality Control R21 Current UL (QUA 1743) Quality Control R3915 Current Exterior Research and Design, LLC. Evaluation Report 01506.01.08 -R3 Certificate of Authorization #9503 FL10124 -R2 Revision 3: 02/03/2010 Page 2 of 4 J(der ment: ow l0 2/124 f2 1 7mm- mmm I 1 la L S G 333 i Y P e ) 1 a th A hralian of u d_rIa (rent and exre rlashlil �. Coll fan co r tl a deck II ts,^, 1 P r A P Y P F 1 �I r a II 3 Yn. I e nl n L Il l ' h '11e.t' I a4E rise solo We net ssh Ls Fo 1st cd Idea in Y A I I I f. ', rl I s a'r. ^an 1 L :un as L_e t.n III ar Ishal s Al el + =5 1 f c d s. unu dr , I U d a' U E d p r ba e ra - led, Isa cia ay. of uAF rdalanals Corpor4lor Went e! lyatr.q' ur Stp nf Leak i 1 L, and et_. 7 (610mnt Bartiar. Ea.4 i,ash Ing rust oterra q the 'ooh g by 3�B' t 10 ml �� c ) be;rond the Inside Tall G,a h'he e'oe tvil or ietv idpws a'e :lot tgered. Insdll2 flies 0 shing I late' undi anti L <. I. , obi IS i 4' A N i a e a ativcrxr a n1a„" r �4` r ` �-+ rig k sla-al Stall tn' Ai m, � ewl,la _o�x First Course J Slut and ci b uB w fall shu laid Wsh vA] file starts( ccu _e Shlnpins Tqv be !aIa florin fah to ['pits or I Alit t lull- DO [JOT lay spi ly cs IlIfTilld LJJJ Ilia ruol s1ItL8 this procedure ran C 0SA at nco act C60( blend on the r oor ai;d ma; 61n the shingles. N C Inu 4A; u J N.glb k n+ 1, 4Z r•'q,. Thlyd Course c liff 11 (27111(11) Iran ire flisl ell ng:e In IIIA cvu'SA 1 oil clunirt a Alit ',III Il lg sal ac�usc t lit ioiJl nn'a IA r I r,A 9 - d rylr I �nrM n'.1,rel+a Hip and Ridge Fx lwjis la Pr sa !Yip and r dge slliu,l e and apply as 9homr, To a d,a ice a 1pe.,h�nca Lsb GAF TIAIBfFTcX I birde DI T it: 6EF E7( hill d Ridge Go' 29 Fin eat tt -0.1 n'etefs) oi a d uble 13yef ap caton )l t Ir 'sal Hip i loge Fri poi ple ipl firs Ice sfdrl Mill Llple till 8',ass of p Lut HIP k Ridge slinges and cant 1 e ralnaintl r ;;IUI daut e Ih L ns railln In same :a-nrr a5 singe anf'drat,n sh ,wn .Cpl1. ens 3431, nom p'A,n,rog .,'; ld dheeron 9 - 1 -1CA a.�e pr, TWKR'sE1 an xa c. a ,inn - Fidpe 's F Peipe :tai9 (22sryN Sat I .n, b� txn u d I c,nos, re oi3 E4b'. Il aSvu a 1 125 , and rnm, rn eats e Chiron Wall Flashing (Sloped Root to Vertical Wall) 9 Y Flashing tir•xrnnv,q Elet.q Ix,cc..ainc nFr� a ,-uf:e 3ehr,1 k sni 1>M aem -- 11 :irt 3^p 99 <a, Ca_a 7+eJHa tl ii 5�t\wn�i ;ti N��a,r ti . 6 ,aria. C � Ix sari n a s ;,arn,n)r.tri 1 1 Pi,d .. rryvp wma ^iymai IAC W! F Nrrd C II IoIk1 Ib stn: d�xx. -J la'�c 111a s- .:,Al \��5�� - t a -Oa d Na Na1. \, li,gal nlfi Pcvs:,p R:z1 Ca'.:wa 5 7 ,- - � steeple In � Rcul C J, ° 1 • 1 O Valley Construction - Closed Out -- 1 Valley Constivctlon -Open L.aa isxro, a SJ .a,.aNr U,,1 51nm, +ro n :i _ y 'e1 9utau15... a 5 9 �m� a. Y�- �S�__�rt W. u.v rT"r W i Tx —'--- e$"• ,t , .riry.min - 1 _ - [ -- wM1.T V°- nwtmW.R4 Precautionary Notes Ra- Rooting Tit tediny' Series slitilyglas acv li6nrglas9 salt- yeallip asphalt shingles. Bac2usr of WI "Wa l 11 old asb. s dnplar el a to III In place, (,all ddi'Jli ut cVG!'r'ay all loose, cutlYd err IitteJ el�4r char5ctarielict of the pipit gUUlityy vm,erproefrnp nlnM,llar Lsed, Mesa std „ d!H ,',ut Uv sUh In crld p0led; iepial.n rsirh nevi; silo lust befarrr� apah;ind hie i* roonno, sweep N eurflx is Char cif all cost yeather and Ilaxible in hot eat, jr jr, detti9. Svict ang IrMppulardles mdy shots furlUph t;e qdW snlrpleS. lie £ore B'IE rirMartying sth nglds I. Bundles shouid l l be Urlg on edge nor should ar arnot be n'ade to Separate shingles by pray ids a smooth surtaLw.. Fas,ehe's must be of "uffiae �l length to paneUafa the yipdd dock a! !eai1 'Iurnkin o'rer 'id” a ut utriel tondlas. 3'1' I I o lust tltidugh phfyrocd Follow pd,el a'xv9lr5tru jions 1of a,;dir.atidq, 9 A c �a 1 it ! No(3 91Pn ,.a be a lied I ie . rdalidle Lvl rlugy. Shinpla5 ceasily be br okan in col ,teat liar m their adgas damaged o a n A S vtd%ot an sccepla0le s_" su11 s cutt AH ex osed Inataoal9 muse Ile of Class A hire. ii.ulling vend eo irg str µ d Make se sturage I to in a otli.'::niilli ed li ea - nlaxiinurn tdmpelalura 110'F (4rC ) Storer it necessary. Iusta, r3; undeilsi' m' alaUlil Chase A rating on flat sU,1acE and use weight equaliataU Guards it pallets arq td to dcuNt stac8ed, Y".x es Ir t n he LIMIT D'N.MAA Q e - d tai h a e; r l ,Y1E0 V. P.VItt o ily d L n ' I I a arA l a 6 AA 0 ra ear stria, This od'd A n s; p nn sic N ! sr'PY I. it t c +a Ibal uh n, red at b J 9 0 I s(Ce ,tecttd rn a e loo S tingiest i a P All r ( r d'c mmIt be sto� W on end,i lei s a� ri i 3 p o ire p Elrr ertapier nW9 be ,14PO I3 of 091 Jit'I' Co +alg a 4 pi cad ators etc or iii sun ig rt. of ad f' c U t nvrl9al con( A.ny davdlroe brvn p u,iad in> 'uC.rns rh+ll D< Inu P�pJinsl6lnlr d appluabr IMya urec'I Im. IMP0131AUT', Repair leaks prolvptfy to stole adverse elleeta, Including mold growth 42UG'a 6lat Mulct's a Cu,pr,,nAor EhGl_aI1M1n01IAU229o3 4. PRODUCT DESCRIPTION: 4.1 Royal Sovereign is a fiberglass reinforced, 3 -tab asphalt roof shingles 4.2 Camelot, Capstone, Country Mansion, Grand Canyon, Grand Sequoia, Grand Slate, Grand Timberline, Timberline Ammorshield 11, TimbE31fne Natural Shadow, Timberline Prestique Grande, Timberline Prestique 30 / Timberline 30, Timberline Prestique 40 / r1rbedine 40 /Timberline Cool Series, Timberline Prestique Lifetime / Timberline Ultra, and Timberline Majestic 30 are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Slateline is a fiberglass reinforced, 5 -tab asphalt roof shingle. 4,3 Seal -A- Ridge, Seal -A -Ridge Armorshield, Ridglass Nip & Ridge, - rimbertex and Universal Ridge Cap are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.4 ProStart Starter is a starter strip for asphalt roof shingles. 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 GAF 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, Refer to Section 6 for installation requirements to meet this wind rating. 5.3 2 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. 5,3,3 For buildings falling outside the constraints In 5.3.1 or 5.3.2, calculations by a qualified design professional in accordance with UL-2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specift shingle. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 All GAF hip &ridge shingles noted hereln have been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.5 All products in the roof assembly shall have quality assurance audit in accordance vvith the Florida Building Code and F.A.C. Rule 9B -72, 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayrent shall be acceptable to GAF /ELK and shall hold current FBC Approval, or be Locally Approved per Rule 9B -72, per FBC Sections 1507.2,3 and /or 1507.2.4. E R i_> 6.2 Asphalt Shingles: 6.2 1 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 the requiiemenrs of FBC Section 15072 or FBC Residential Volume Section R905.2, with the following exceptions; Camelot requires min. five (5) fasteners per shingle ➢ Timberline Prestique Grande requires min. six (6) fasteners per shingle. 6.2.2 fasteners and fastener placement shall be in accordance with manufacturer's current published installation instructions, 6.2 ,3 Where the roof slope exceeds 20 units vertiIi in 12 units horizontal (166 - percent slope), special methods of fastening are required. 6.3 Hip air Ridge Shingles: 6 3.1 Installation of Ridglass Hip 8t Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a min :rnurni two (2) fasteners per side and asphalt roofing cement, 6.3.2 Installation of Universal Ridge Cap asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) fasteners per shingle. 6.33 Installation of Seal- A-Ridge and Seal -A -Ridge Armorshield asphalt shingles shall comply with the manufacturer's current published Instructions with a minimum four (4) fasteners per shingle. 6,3.4 Installation of Tmbeirtex Ridge Cap asphalt shingles shall comply with the manufacturer's current published Instructions with a rninimuff two (2) Fasteners per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Urethane Sealant. 7. LABELING: 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, 8. BUILDING PERMIT REQUI REM ENTS: As required by the Building Official or Authority Having lurisdlctlon 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 9131-72 QA requirements, 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (84 7) 664 -3281 - END OF EVALUATION' REPORT - Exterior Research and Design, LLC. - ertificate of Authorization #9503 Evaluation Report 01506.01.08 -R3 FL10124 -R2 Revision 3: 02/03/2010 Page 3 of 4 Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08 -R3 FL10124 -R2 Revision 3: 02/03/2010 Page 4 of 4 M U z N l? 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