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Home My WebLink About11-12049 CITY OF ZEPHYRHILLS 5335 - 8TH STREET � �si3>�so-oozo 12049 BUILDING PERMIT Permi� Number: 12049 Address: 37544 GILL AVE LOT 273 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0170-00000-2730 Improv. Cost: 17,898.00 Date Issued: 6/24/2011 Name: OI, PAUL KEITH & NORMA JEAN Total Fees: 240.00 Address: 37544 GILL AVE LOT 273 Amount Paid: 240.00 ZEPHYRHILLS, FL. 33542 Date Paid: 6/24/2011 Phone: (813)779-1356 Work Desc: COVERED PATIO, SHED W/CONCRETE 616 SQ FT L . , JAMES O MORTON ELECTRIC CO.,INC. �� v � � / '�1 � , ( I � �^ ` / I . 11_� r I i 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 t) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commenceme " �v CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a � � � � r �� , City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contract /Homeowner: �� `� � �J 9�'I5 � Date Received: � " l �- / � Site: � �� '�'� J�..�- �� Permit Type: (� �� 4e.- _,��cC� c�� Approved w/no comments: ❑ Approved w/the below comments: �L Denied w/the below comments: ❑ ( S Sl This comment sheet s all be kept with the permit and/or plans. ��- 23-( - Kalvin witzer — lans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received —� �� Phone Contact for Pertnittin D�.3 7 V a —�� i 7 ' OwneY's Name � � Owner Phone Number • owners /►ddresa 3�154�} ,( I �V � Owner Phone Number Fea Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 3�54 �V� LOTN o SUBDIVISION � 19�,r� 1't0'('1�01^.� PARCEL IDA� 3 7�o�'C�� l — bQ QQ — a (OBTAINED FROM VROPERTV TAX NOTICE� WORK PROPOSED e NEW CONSTR � ADD/ALT Q SIGN Q � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR Q COMM � OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK V j . BUILDING SIZE S� FOOTAGE � HEIGHT � BUILDING ` �A�, $ VALUATION OF TOTAL CONSTRUCTION IV ` ' ELECTRICAL $ IaUO •V� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ �� L � I^`� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� QGAS Q ROOFING Q SPECIALTY Q OTHER FiNISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER /y �� COMPANY �7� �%D/1S r C�llO/1 SIGNATURE � REGISTERED V/ N FEE CURRE� Y/ N Address �0 PI /`I � License # e� �� ` p a— ELECTRICIAN /A„ / � ` COMPANY ��OrT E/� —� SIGNATURE �u��"� REGISTERED Y/ N FEE CURREP Y/ N Address �3G90� E�/�1►�� l✓t� ucense# E D S PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address l.icense # �—� MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREh Y/ N �� Licensa # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # IIIIIIIIIIIIIt RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Fortns; R-0-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Conshuction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 6 1 dumpster, Site Work Pertnit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Fortns. R-0-W Pertnit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w! Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Permit fa all new pro�ects. All commercial requirements musl meet compliance SIGN PERMIT Attach (2) sets W Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Dlrections. • Fill out application completely Owner & Contractor sign back M application, notarized H ovar 52500, a Notice of Commencemant is required. (MC upgrades over 57500) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authwiang same OVER THE COUNTER PERMITTING (Front of Application Only) RerooTS if shingles Sewers Service Upgrades A/C Fences (PIoUSurvey/FOOtage) Driveways-Not over Counter if on public roadways. needs ROW NOTICE OF DEED RESTRICTIONS. The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed resVictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES. If the owner has hired a contractor or � conVactors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the ' conVactor 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 conVactor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "conUactor 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 en6Ued to permitting privileges in Pasco County TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project dces not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco Couniy 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 ceRify that I have obtained a copy of the above described document and promise in good faith to deliver it to the `owne�' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT. I certity that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Applica6on 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 consVucGon, County and City codes, zoning regulations, and land devebpment regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibiliry to identify what actions I must take to be in compliance. Such agencies inGude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WatedWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly pertnitted. - If the fill material is to be used in Fbod Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of pertnitting 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 consVuc6on, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certity that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjace�t properties, the owner may be cited for violating the conditions of the building pertnit issued under tlie attached pertnit 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 ihe permitting conditions set forth in this affidavit prior to commencing construcbon. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not speafically induded in the application. A permit issued shall be consVued to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, consVuction 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 wridng, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117 03) OWNER OR AGENT CONTRACTOR p r 1 s! R bscnb and swor to (or F ed) efore me this � ub � s � cri be�f and swo� r a� rtned) before me this by c � by /` tP l` JS tGb 'G Who is/are personally kn to me or has/have produced o islare personally kn n to me or hasfiave produced --�'�— as identification. --�'— as identification. •-- 1 — � - F"'� Notary Public / ' � Notary Public Commission No. Commission No. Ndar� typed, pnnted or s p Name af Notary , i N e= � s� Notary PubFic State of Florida ��W'r po , Bruce A Asbel Notary p�y�� State ot Florida `7�' < My Commission DD989010 F � Bruce q Asbel ''f Expires 06/22/2014 � � �Y Commission DD98901p �a� Exp�rea 08i22i2ota � Plan Review Modular Home Set-ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at time of first inspection. 2) All set-backs shall be met. 3) All garages shall comply with section 309.2 ( Fire separation ). 4) Access shall be made available at time of inspection. 5)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 6)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 7)R.O.W. Use permit required for driveways on public streets. 8) At least 10' separation between other units in unplatted locations. 9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. 10) Clean-outs shall be installed per code. R.O. W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code ` 4025 Morris Bridge Road -�---- Zephyrhilis, FL 33543 , CONSTRUCTION 813-782-1064 Phone � �� 813-715-6585 Fax 800-224-1206 Toll Free � www.bhconstructioninc.com Web Site PROPOSALSUBMITTEDTO SALESMAN DATE PaulOi Gre Beebe 6/15/11 STREET L HONE 37544 Gili 813 CITY, STATE, and ZIP CODE JOB LOCATIOWDIRECTIONS Ze h rhilis, FL 33541 Grand Horizon 813-779-1356 RP TAG #: We hereby submit speaficadons and es6mates tor RE: Shed extension and covered atio Includes elevated concrete slab with brick veneer, concrete will be um ed, termite treatment, 3000 P.S.I. concrete, 47' of 2 X 4 stud walls with O.S.B. board, ek, vin sidin , 6 X 7 overhead door with o ener, two small shed windows, an roof, su ort beams, movin control box for s rinklers, one outside water faucet, s rinkler heads moved to outside of concrete area and read'usted, electric will be installed accordin to homeowners itemized information sheet, and buildin ermit. Total for above is $16,898.50 �� 4 �� O tion not included: v �� 46' of handrail for outside of atio is not included. If the concrete ends u bein over 30" in hei ht �S ` �t, s� handrail will have to be installed at an additional cost of $1,230.00 We PI'OpOSe hereby to fumish materials and labor -complete in accordance with above specifications, for the su� f: Y Sixteen thousand eight hundred ninety-eight and 50/cents dollars. $ �� ,--��0 Payment to be made as follows: Balance due u on final ins ection All material is guaranteed to be as speafied. All wak to be completed In a workmanlike manner aarording to standard practices. My alteratlon or deviation from above spec�fificatlons Invohdng c;ost will be executed AUthO�Z@d upon wriGen orders, and wiN become an extra charge over and above fhe estimate. Slg�etUre: AIl agreements contigent upon strikes, accidenis, or delays beyond our confrol. Owner to carty fire, tomado, and other necessary insurance. Our workers are fully Note: Th' pr osal may be covered by workman�s compensatlon �nsurance. withdrawn by us it ccepted within days. Acceptance of Proposal- The above prices, specifica6ons and conditions are sa6sfactory are herby accepted. You are authorized to do the wak Signature: as specfies. Payment will be made as outlined above. Date of Acceptance: Signature: "Custom Home Additions At It's Best!" , , , ' LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-5517 Date: 06/ 16/ 11 B 8v H Construction Zephyrhills, FL Re: Mod. #: Address: 37544 Gill Ave Lot #: 273 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 14'x25' Covered Patio, and a 14'xl9' Shed. The e�sting mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer y, Leonard (�. �1Vood 4034 The Fenway Mulberry, FL 33860 � t \ � �� r3' ��` r� s `� —� , � ,�E�^'' p N S�IEd 3 � � l'oit�Q � '° `' . , � 'L � � � a � 1`� � •� .� 1 C � "� g � �� l � t � � / i4� /OO � � � �� 5I �� s�-� coMrLy � � LE C�TY OF � p�T,L D E,pPLt�� AN�- � � ,v� �yHYRH �. . a ,3 �- � � � � � �� , w '�. t REVIEW DATE � � C�'('Y OF ZEPHYRHiLLS �( ��, � PLANS EXAMINER d� � � .�� J �` . �� ,/ � � Q �� , � �_ `� y'F�sf �— .� G/ CU �" �17� ��t o, ,. C �-�-'C.� /�GdE` � za� S' � �t�� ,�//7/// .� � . � � . � � � �� M �FL� \ �� V 1 �^ 7 � ° v� � � \ � y � � � � ,� � � � �. �� , ` v .� �� t � `� � � � � � b � � � � �� y � � �� ,� �� a b b' �� ,� � .� � � � � � � .,� �. � � �.�,, � ; � � � J o `�,. 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''�� lc�,d intcnsih and crcu�an �tiltucr��1 �ractuisbcs af c1c�e 1805 4? 3 F'lain ca�ncJZtc f °�8S � cdbc tA�clnc� Of plain oo�crctc foocing� aWPa�nB walb of othc, tt�ar� •I 805 4 Fcx>vngs shal► �c dcs�gr,cd �n conmuacd �n ��Bht-hamc coastruciim s6all not bc Icss thal 8 �nchcs • Allvv,�,l �nn� ��tY of thc soil i� not c�cco�dcd (203 mrn) �y}�� pi� on soil Ihnt di sctticment is mvmimtud , and Exccpdon• For pla?n concrcio footin �'idth o( foam Thc mirumum GrouA R-3 85 supp�,n �a shall tx 12 ux,fies (305 �� ax.'t�ancies the edYC thiclrncsJ is permn Icd to bc 6 cr►d» (152 atm),Pr�vidcd tt►at ctic fc�cxin� Dots aot c�ctcnd bcyooc! e disl3nCC grratcr [hai thc F�wngs u� areas w�th expansive soils shall bc designcd W ��`'�Q'ca� of thc footu�6 ,.:, c,th�, s�d� of UK su��,�� In nccorder�ce w�th �e provuioru of Sxtion 1805 8 1 805.4,2.�s �Iecemtwt of co�►c��etc (;�� f��n� I$OS 4./1 ,1 Dcsi I ShaU not bt: vlaccd t�raugb w�.•.r unlcss e trLm�c or oUic� Bn oads, Fo�otings sbEl1 bc designcd for mcthod eppruved by thc buiJd� ,�ciel �s uscd, Whcrr � mo�t unf�vor�bk effecze due co tbe combtnelwns of I��ads sPu�Sed m Sectioa 1605.3 The dead load sha1J m- P �� 1° � « in tbc clued ti�e weight of foiu�datims.. footu�gs and overiying shall be d �� of �wt«., tbe coa�:r�i� � cposittd by approvcd mcxns to �nsurc muu R.�duced Uvc Ioads, a� �� 5�,.� 16p7 9 °'� ��Of1 orthc mix and ncgJigiblc tiu�i�Jenu „i Arc pervuttc� to bc uscd in daignin� footing�, thc watcr I 805 4 I 2�b� !�. �� o � - nons or othcr vibration� ere I 805 4.2 5 Rvtection of corx,�rtte Concxztc foottnss banauiitted through thc shall bc protected �om frec�ia8 �� f°""�o4 considaatioo ahall bt p.ivcn in thc footing a P�od of nol Icss thnn fivc d`� rcnnd f�r d `�� gn 10 �,� ��1 dis�ubancca of thc soil. Not be allow�d to flow dd Ys tberzaftcr Wxtcr shall I 805 42 Cdu�� f �8h the depositod 000c,-rttc O°�6a, T1►� design, Rwttri�la �nd coa- swction of cmcrztc footing� ehNl oampty with Su;tion� 1805 4.2 6 Fa�ming of con�� cretc foot,nga e�C I 805 42 ] t}uough 1 gp5.42.6 and tbc provisions of Ch � � ��°�� L, in thc opu,- r�r 1803 4.2 eP- ion of thc build'u� o$icial, soil ca�ditiara do na rzquuc ��B- Whu�c lormin8 ��, h sha11 bc tn aca�r- ��0°• Wbae a e�peciSc dai� u not prvvided, cpr �� with (�y�a 6 of ACI 3 I 8 Crac footmg9 s�►PPa�►$ walls of li t- uon arz Permiued to bc dcsi�ed in accordan�construc- 1805.4.3 Matorvy-unit footings, 7�t desi Tnblc I 805 4.2 and oautruction of m � matcnals aamry-unit footing� sheJl ccxn�lti �th Scctiaat 1805 4.3 1 and 1805 4.3 2, �� 5 4.2 � �("`�,.,,.Cf 2� P'fL)VISIVR< � ��8�h• Coocr+ctt in fooiings .... Sha11 hevic e �� ive Lcss ti�an 2,500 pound9 ��)( �� of not Fxce�oo. v✓b«�e a AI ?8 de Pa s9t�rc inch i J 7 237 kPe iP�'a5c doe�gn u oa p.ov�dod, mu- Ys � sonry-unit foodngs suppardn8 wa11s of light-�arnc wn- i 8os a? cscrvcd. Struction arc permittod to b dcs�gncd in accordancc w�u, � R Tabk 18p3,4.2. 1805.4.3. I Dirne�ia,oe� M�y-unit footing ahall bc laid in '[}�pc M or S mortar cornplyuiB witb Scction �7'WGS SUPPpRTUJG W T �� g05.4.2 Al-LS OF LIGFfT-FRq1vfE CpNSTRUCT10Nab c.d NUMBE72 OF FLOORS �� OF T? OF � SUPPOR7ED BY THE F007TNGS• ��GS j (inches) F007TNG i � (�nchcs) � 12 6 I 2 15 � � 3 6 I ig i F 01 �� mcfi = 25 4 mm, 1 foot � 344 8 mm. 8 � � �pth of fa�otings sha(� � m�� b� 18052 J b � Bm+lad undcr tbc 800r is � D�ticd to bc rxcavatcd to thc cicvation of tfic top of thc footwg, � ��u � c and�� shal �� by �col�ted footwgx "i3e footing widrb and I d F a t t v c l m e s s o f f � aDaced not m o r e t h a n 6 F a t o n c r n t e r `� shall be n.-,c a u� d a tion w� ls, scc Scction 1805 5 e S� ��WP��B �oor °� to tht stipulaIed nttmber of 8oas, Fa�ngs suppcxtu�g ro��t �n�t, rcquircd for s f Plam � {�� for GrouD R-� o�panci�s arc pumiacd to be 6 �nches tfi�cic i .vi�4» �...auaxa� vv..v vuauw - —b— - ... . M �;.� � . ; _ . _ "' � �� BCIS Mome Loq In User Registration Mot Topics Submit Surcharye SWts & Facts PubliptioM FBC Sq1f BCiS SRe Map Links Search `_� i `�Produd Approval . � �� ' USER: Publk User • � Product Aouroval Menu > Product or Aoohcatlon Search > Ayplltatbn Lbt �� Search Criteria Refine Search u[! 1= IL Code Version 2007 FL# 9334 Application Type ALL Product Manufadurer ALL � f �` ` � Category ALL Subcategory ALL Application Status ALL Compliance Method ALL � Quality Assurance Entity ALL Quality Assurance Entity Contrad Expired ALL �� Product Model, Number or NameALL Product Description ALL "�� - Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Seareh Resuks - Applicallons FL# T Manufa urer V(i B tu FL9334-R1 Revision own a�d Country Industries, Ryan J. King, P.E. pproved Hi t r ateyory: Roofing (813) 787-8283 Subcateyo : MeWI Roofing Dep�ibnant o/Coin�nunky AMahs Fbr/da lu/MMy Code OMM! Cudu and Sbwdards 2555 ShumaN qsk Boukw�� d Til/ahsssee, FbNda 32399-2100 (850) 487-7874, fsx (8S0) II �-H436 � 2000-2010 The Sb[e of Florida. All riyAts rrserveA. Privaw Statement � Cownaht Statement � Accessibilitv Statement � Pluo-in SoRware � Customer Service Survev � Contac[ Us Product AyprovalACCePts: � � � � w.nNw Ms.rM •��r�. http://www.floridabuilding.org/pr/pr_app_lst.aspx 5/l 1 /2010 r i.v►iva �uiiuui� �.vuv vuuuc . ,. . .,. ` . — - - _ - - -� +r � � — . �' '' r �� BCIS Home Log [n User Registratlon Mot Topa SubmR Surcharge Stats & Facts Publications FBC Staft BCIS SRe Msp Li�ks Search s_ ; � �'�: Produd Approval � �� .1.4' US[R: Publit User • , Vrpduct Anorovai Menu > Product or Aonlication Search > Aoolication List > Apylkatbn Detall �* ��n�� FL # FL9334-R1 " � Appiicatfon Type Revision , � � _ �, � � � Code Version 2007 Application Status Approved 3 � � � Comments � . �„ �'; Archived ,.,� .� Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj�tc-alum.com Authorized Signature Vivian Wright rickw@ rvvbldgconsultants. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon f. Schmidt, P E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expirotion Date 12/31/2011 Validated By Ryan J King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9334 Ri COI CERT OF INDEPENDENCE odf Referenced Standard and Year (of Standard) SWndard Year Aluminum Design Manual 2005 ASTM B209 2004 Equivalence of Product Standards Certified By Sections from the Code http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2fAIdUdyT... 5/11 /2010 rionua Lsuiiatng wuc viiiinC 1 u�� l � Product Approval Method Method 1 Option D Date Submitted 12/03/2008 Date Validated O1/07/2009 Date Pending FBC Approval 01/15/2009 Date Approved 02/03/2009 -- — — - - ---- — -- -- -- ---- -- - -- ----- -- - �mmary of Products FL � Model, Numbar or Nsme Descri ion 9334.1 Aluminum Roofing Panels Roll Formed Riser Roof Panels Limits of Use Instslladon Instrudions Approved for use in HVHi: No FL9334 Rl II SPEC 9334.i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Desipn Pressurc: N/A Evaluation Rsports Other: See Spec 9334.1 and EVAL 9334.1 for additional FL9334 Rl AE EVAL 9334.1.odf limitations and Produd particulars. Use of this product Created by Independent Third Party: Yes shall be limited to conventional aluminum/patio construdion. Back Next DeOlrbw�wt oI Cuw�nun!!� ANiMs FbAda IuMOMy Coda Ow/Me Codes �nd 54wd�ils 2555 SAumard Wk Bou/evard TaNshsssee, Fbrrds 32399-2100 (850) �87-1824, Fix (850) �1�-8436 p 2000-2010 The Stm of Fbrida. All rlghts reserved. Priva[v SGtemen[ � Coovriaht Sts[ement � Accessihllkv Sta[ement � Plua-�n SeRware ��ytom r Serv S�rvev � Contact lls Produtt Approv�l Acppb: � � � � 11M111M Ne��N .��ur• http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2fAIdUdyT... 5/ 11 /2010 '7M� �yHVlllltNO� OM�OLl1B M'tl BOOL � ry [OYCY '41 7'd 'WwNet '! �W� ��-t'Z/��"�i� SNO!!�� S310k 71'a3W3J � v i a l �' .i "� ¢�aa 'w� �O°� �AIBrOSS1/ i10 ltllld � �' '�,� b �W�B P�M�'d Ie Pp�Y Nl+ol� Ltl�'�CYCIY �Mi �U N Z � � "I owcc v ea+pn ocs ■w •ov '1!' 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USER: Public Uur Product Aooroval Menu > Croduct or Aoolication Swrch > Aoohcation List > AppllqGon Deqll � r ��: FL # FL2864-R2 Application Type Revision `_„�., '� Code Version 2007 Application Status Approved �� Comments �� Archived Product Manufacturer Kinro, Inc Address/Phone/Email 500 Airport Drive Mansffeld, TX 76063 (817) 473-4421 Ext 117 ddewey�kinro.net Authorized Signature Kinard Mike mkinard�ki�ro.com Technical Representative David Dewey Address/Phone/Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey�kinro.net Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listi�g Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2005 Equivalence of Produd Standards Certified By Product Approvai Method Method 1 Option A Date Submitted O1/22/2009 Date Validated 03/09/2009 , .. � � „ . , , , , , , , , �, ...-. .. �.. � „ , .,, . ,.. �., , ., ,. ., „ , ,...,..., �'lorida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 ----- -- - -- - - - - i5ummary of Products — ----- -- -- -- -- - � FL 7R Model, Number or Name Descri ion I 2864 1 26000 SH 46-1/4x63, Alum, Flush mount, Tilt-in sash, IG, 1/8 DSB i annealed Limits of Use Certification Aye�cy Certificate � Approved for use in NVHZ: No FLZ864 R2 C CAC KIN 26000 R45 46x63.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 06/17/2012 � Desi�n Pressure: +45/-45 Instsllation Instrudions Other: FL2864 R2 II Window Installation Florida v032009.od j Verified By: American Architectural Manufadurers Association � Created by Independent Third Party: I Evaluation Raports Created by Independent Third Party: r __ Back L Next _ D[� Administratlen D�yarbneM o/Canrwaw!!r AIIsMs ib�Ma OWldMry Code OaAbre CoOes �nd SbndNds 2555 Shumard Osk Boulevsid Tallahassee, F/oNds 32399-2100 (850) 487-182�, Fax (850) �14-8<36 p 2000-2005 TAe SWte of Fbrida. All riqhts rcserved. f�ovrlaht and Disclaimer V►OdYCt APProvil A000�4: � � � � �� l�t�rN ��.r�. t_a.--'//- n • 1 � •1 �• I � 1.� n i.r. ��r. .r n.'., ..i.ininr �i, . innn� t� �- ] 1 ,='t��'=+ 1 q: �,6 f; �d T P10E;IL E HCII1E Sl IPF'L 'i cr?5F�7 �,?�, FAIaE . � l�c� Ju. 26,_,� Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTUREltS NOTE Fsila�� o topo�v the� i�stroctioes msy c�aee ti� wudow� nof to fiietiw� qrnperly. AO product Wbility aad w�arrar�ty eerW be void. Tkst i�Latiop iRSt�s ar�e ner.omtdtadstios� eMly. Local bMildipg eodcs may �p�e additioaal req�iremeaLs, aad l6e�e codcs m�y sapers�dc t�ae i�atr�. I. Roa�tL Opening ntioa A. (�pening far windows shouid rie fremed in scxoidance witfi the nequired sf�ndands for si�ic of window used in order n� to spply at�y toading to tlte windaw whieh muY �Pa �� P� �+ough opening should allow 1/8" cle�uance on cach side, the head �nd the sill, including the tt�ickncss of pre-finished p�u�eling, shims, liners, etc., where w�ed. B. W1�dow rp�L �ine shoald be levd af�mb a�d �g�are: Chxk width, height, and diagonal measurements f�r squarcness. Ther+e sl►ould be no more d�an 1/8" variertion belwoen these measurrment�. Avoid the �e of warped, twisted, or kitottcd framing m�mbcrs- It is rbeammended t�at t6e siU of t� rau�� optdi� b� stl ai�ht awd IeveL Buw�d or wa e�ped sill lM�mi� mcmbera cau re.�ult in a crow�ed siN oi tl�e w�i�do�r. C. Makc certain all mounting surfaces (siding included) at�t Qecurely fasbened and flat around thc perimeber of the window opeaing. Chock the opcning far conect size. Kinra r+ecommends adding 1/4" tu t6e actual vrinddw width and 1/4 to the actua! window beight for the rough �pet�ing sice. D. Accordeng to Federal Manufa�tured t�oaie Construction and Satety Siw�dard, ttrc boltom of un Eg�+e�cs window shall not exc�ed 36 iacl� �bo�v� thc floor nor shall uny laich or other device for the window, scrcen, or storm wmdow w6ich nceds to be operated in o�+der to permit exit'u�g, b� locatcd in ex+cess o�' 54 ioel�e.� from the finished tloor, E. Ft�ac4i : lt is not the responsibitity of the window manufactu�r t+� desig, or r�commend a tla�hing oystem appropriat�e to each job condition. 11. Wirdew� �ort�llatiau A. 1t is recommencfed t� apply a 1/8" thici►, suitab�, gaod qualiiy, non-har+deni�, watcr r+esistant sealru►t tape (�wtty or butyl type) to the back af the window tttounting fl�nges in otdcr t�n p�vide a good sea] with tl�e homes weather-proc►f envelope. If a gunable sealant is i�ed, a 1/4" b�ad should be applicd centered over tfie mounting holes on the back of the wi�dow mdunting flange. CAUTIpN: • F�r vinyl windc�ws, do nc�t t�ve a sc,alam that cotttsins solven� whieh may chemi�tly attack vinyl. � The use of f�am lapcs is not rccommonded for window installation. B. llo not n:n►ovc. at�y shipping clips (if provided on th� windaw series beit►F in�talled) and �hvay� keeo o�e�ti�E s719h �losed aod loektd doriee installANOR. ! �_� ]�- 2°=�C�G 9� � � I' I! J I10B 1 LE HOf 1E SUPPL 'r E636E� ; 3�� PR�aE : 1 ,C. Aiways handle windows properly. Always pick them up by bc�tl� side jambs using both hands. Never . pick up and k�andle windowa by the header only, sill only, or by one side jemb only. 12tis can damage ttie windows ar►d possibly rupture the glazin� xea! and/or joint csullci.t�g, thas resulting in a possible leak D. Cxtetully inscrt thc wimdow into d�e apet�ing. Center the wi�ndow in tt�e rc�ugh ��pening with lhc sill of the winclow resting on the sill of the rou� opening. �. Ihive d►e first fa.stener at approximately the cer►ter of tlte vcrtical frame jamh. Drive tl�e second fastener on the opposite jamb at thc approximata centcr. Drive the lhird fast+ener at tt�e ccnter of the sill member. (Not�e: W6eo i�stsfli� �viedowa c�eek ibe w�iadow� sill tor t�tr�htne�. If tbe w�i�do�w� aill � crowsal, Apply ��ht pr+ess'e+e at t�e ceetcr o� wiudow �iD ontil it ie kvel. Wbile boWirg t1� sill krel, drivc the tYird fastcner tnto th� ceu�er of �e sill.) lhivc the fourth faslener at the center of th�e besd, Run fast�ners, from qne of the a�ove fast�eis, W the cnd of each frame member). ltepeat this step w�til atl fasteners have bc�a� it�scAcd from the center of the vertical fiame j�anb nutward to both ends of each member. Finish installi�g the fastcncrs from the cc�nter Qf tl�e Fram� Hcad and Sill outwtu'd to the ends Qf eaeh member. See attached drawing for visaal guide to fastaner placanent of as�rted window types. Notc: AI! 6stene� siould bc driven �tnigl�t ipta ti�e w�indow t��. Sec ae�tjoo RI for fiate�r intormatba. This sequence of fastener installation �pplies to both vertical and horizontal slid'wg windows, flush mount and recessed fut mount, �or bolh metsl and viny! windows. A draw�ie� ia rttt�cbed for viawwl nfer��c�. Afier tbc initiia) fast�cners arc placcd, it is importu�t thst Wc instalicr does not rnn the remainder ofthe fasteners in a continucws Ck�ckwise (or wunier c]ockwise) fashiun ar4und the window. F. Avoid dsmotge to tbe seal between thc glass snd the wi�xk�w glax.ing member. Powor drivets sbould bc adjasted so as not to cause excessive dimpling uf t�►e window flaages. C,�u+eiess mamiing pnoeed� couid negatc window c�rtificatinn_ G. lf ilx; cxposcd surfuccs ofthe rough inside opening are. to be trimmed uut with pre-finished pa»eling, it must be dune in such a maanCr 8o as not tn distort or twixt !he window fiame tnqmbers and maice the operating sash tight or idcyperabk. !f intetior trim is instalkd p�iar io window iastallntion insure t6at endugh room i� ieft to ailow the winciow m fu11y s�ai aga�nst d�e exterior wall surfa�x. 1')o not obstru�t tilting sssh operatio� or locking m�chanisms with inside trim, wood molding„ etc. Ii. Windows should be checked afiet' irtstatlation ta make sure thai all moving panets, mechsnisms, latchcs, and Mher ha�dwa�+e function pioperly. Anr shipping clips musK be t�cm4vod prior to openikion ofthe window. I. 1�c window's exteriQr mc�unting flanges Should be checked after ihe it�lallation to ass�me � all-weather seal. !t is ncommer,cfed to seal Ihe outside iop of window (full width) wit6 a�ood qualicy sealant for additionsl insurance. J. For vinyl windows, feave an appropriate gap beiween the edge of the sidi�g materinl and tbe window frame to allow for siding expansion and eontractiun. l�or large vinyl winduws with recesseA fms (siu 72^ in widih and widcr) Krnru rccommends a s�il support (minimur�� 1" thick) l�e installed underneath lhc pmjee#ed t�ame sill on t�e outside. 2 -�;-1 d- 2��? 19: �, � t' Id ,1 P�OF�ILE H01�1E SLIPFL f 26366?'� �� FA��E : � �{.. TbD II�C Olf �► �� tl� �PPrO�VlJ� �01' ��'!� WflIK�1�N OC tl� �OA/ Of �tl , �1►� �Itl�IOC �►lDOQ1 dC� �1G W111�b1M C�C�10i11. 7b0 O� � � . C��O[I ��C� � M�� r1f 1� �� 111ilt � tq41�t iW� �fE i�Rt�- L. rhert abouta ha b�,�r �iofl plaoea, �d, or roc�ea �side a ou�iab aa rs�e�e w;na�ovu' whic� �rould 1� dira� �oaess t+� E�+eas Devicea o� �vech aa t�ae mromttan �oeosions fc►r hoti�onbl. vartic�, �rd �au� ioa of a� n�tia�od fow e�ng. G�tio�: F�ble fiaticics aould �cvaa accass to ti�e acit dRVices. tv�. An apdratio�ml c�eck of each ir�p►ibd �+m WVdo�' vc b�wloe sl�ell be awA� at the iopali�tion sita. For WUD minaf�c�ed l�omes it is �eooma�ded d�t t6c Nh�u�d Home F�c�oey r000rd and reuia a pem�eot rooad of die aerisl �nut:ba o�the �.peee umit in di�+ect oo�edstion with d�e xri� nurnber af tl�e M�duarod Hame in whit� it i� i�dlod. This �n'il faa'Gh�e oorrediott, roc�U md noti5c��tia� for noa-�ort,ptistioe dafeces s�od/or in�r�inerM s�fdy h�Mr+ds. N. Do �ot i�tatl vinyl wmdow� a► top of verti�al or bori�oa�tl �eta1 sidin�, �'I�es m�' b� d��ed �ad ledd m�cy o�awr. 'W�ranty is vuad. � � A. �idtiar scr�ws, nail�. or � me�+ be wed pu �a+� for �our �ion. The ��er awet p�tra�e tht �i at last ane (1 � iwch, sUown�g fior e�erior �. The pt+o-p��ed � holee in a� windo��► � sne t� ia�tist our ct�lon� who use �E pw hesd sc�rsw fa+la�er�. Udrar aquivaleat fs�feue�s would bc as �o�ktaa- 1. � a�aoath � nin"#s� (oun. 1�4'° P�dva) 2. 6�D ru�g t�l�k mils 3. 16 �auge �ivc co�bed st�plas, 7/16' �►d. No� My 1�dtier, eitl�er x��a►, �a�il, Qr �pte that b kR exposed bo the v��tlwr a�o�sld be af a pta�ed type th�t will not oort+oci�. C. 1 Wi�d 9�eed Zo�w 9! �ni a�J lert (Hil�f R,�►i.d� o� p�ev� oorrqp�ed sidi�. � 6�fea�er s�a�li bc plseed 'w► a►ary M� b�t�e. � p+rper � se�t a�i �� ot ri� wt�ia�r. On �movtl� w�aod fmisfi sic�, s�tarer in ev�ery eth�r �ok for sluoa�inum wit�nws and er�ery �ole� ior +ri�xt w�aws i neoorrreMded. Wlrat i�tliqg a wu�doM► i� q�is laehiau, the Lu�Iled Mriadaw�r aLoutd be chec��md to eaeur+e daut d�m+e it� �o eawa�ive d�aa�s ar tuee 10 �e fus t�t wadd albw a�vamer or �ur kal�. Eac1�a'br t�►pe trim oo�tW tbm bd pla�dad a�r the windo�w. VVhet uasin� oails at �xapla�, t�ey do ad I�ve to be in ths 1� ,juat in d�e �n�ral Ibndoa D. L'�d 8deea ?.orr�s•�AS tiMi a�d rr��er [H�JD - Wl�d Ti� rl �: ot►� fae�e�tee� �iwuld be � L_ + wiw �� r +w.�r r � � �'�. � (�� .�i�R�M1�1� � � lf/� � � � �� fWV�► �� w..w��n� � � A�� '� � � c.r.i. l p c,c�c �.�• �� 'Y `�� , � � � � ��y � �'�� CAL��! -- 3 � ►,� fQ IN I NDOW i NSTALLAT i ON $ FASTENER PLACEMENT , ��,�►1, , �- � —t� c- � �� . _.. , 2 FINEO fIDE OPERATIM6 � Z SIOE il[f9 IIT� . -�. 1 I 2 Z �---� 3 • --=� Hoa�zo�r�� S�IDE QPE NAT 1 NG w 1 N DOwS SAsM �-� � a'� 6 — _ = �— - - 4-- 3 —� VERTtCAI SLIDE � 2 � 2 s�Ns�E HUK� a P�ctuRE rr � K DOMS - " Af1�r ieifidl �oste�er� �re �I�ce� �-- a� run all ot�er (asfe�e�• tran '-"'� � 4 —� � oee of I�en fo f1� •sd ot t1� e�n4Rr. DOU� LE E YD SLID�R !4 is r�co �we�a�d te ol�ar� :lart COM8INATION at tAe oPPreeiwats ce�icr •f ►►e j�n►. �w�K ��S r�woa F�srf,�e �+ SEALAlT/TA►E r ��N� fAtTEMER ;Ew11�T/TA�E tl�l�i � W i �Ei�►t i�Hri � C.7 --� � � 4 �' , ___f �'— � iRAME J�! i�AME JA1r1 Z � TtIM O Z � � 1 y� IQIt IM 1.A iOK a � � W _ �tiE�1011 S7Yp IMTEtIOR iTUO � N FI�IiM F1�IiM W � U , _..1 I li' I /�' L.aJ � t�i1CK i1bE JAI� L'�Ott i[C11011 TY�IC�L tiOE :We CMii; fLtTtOk � �ITN 1�1E�1A1 TRIM �IfM 11TE�10� TtIM I�tiAl,l.Ep ►��E� •ItppR Payt 4 of 4 ��at�ue �ErORf N�rooe I � L rlonda tiui�clmg C;ode untme = 4 . �. � , � . ' ' - � � i. �� 1 { ��i� . . ` , t ( Z i � & , � � t . �. �; � t . � 'r �� _ . „ . � _._ � - _ � � v:� p p . • _ : � - _' _ �- _ - _. - � -� t �� t,j4r�.��-:t�: ��-.��r_�_�' S_ �.._ :.� E BCIS Home Loq In User Reqist2tion Hot Topics Submit Surcharqe SWts & FaRS Publicatlons �FBC SUfF BCIS Site Map Links Search ) f � � `�- � � Product Approval '�� - ��-• � USER: Public User � • oroduct Aoproval Menu > Prod�c[ or AooLCation Search > Aooi�caGon Ls[ > Applicition OeUil � ' ' i , FL # FL1722-R3 � � Application Type Revision ' , � ' Code Version 2007 � Application Status Approved . - Comments ' Archived � , ..s � Product Manufacturer Elixir Industries Georgfa Door Diviston Address/Phone/Email 1215 Pope Drive Douglas, GA 31533 (770)459-8183 bpowers�elixirind.com Authorized Signature Robert Powers bpowers@elixirind.com Technical Representative PTC Address/Phone/Email 1535 N Cogswell Street S[e. C25 Rockledge, FL 32944 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certiflcation Mark or Llsting Certification Agency American Architectural Manufacturers Association Validated By Amerfcan Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Produd Standards Certified By Product Approval Method Method 1 Option A Date Submitted OS/18/2009 http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqvOQpGQvtVm. .. 4/ 18/2011 Florida Building Code Online 1 "�`' ` �` � Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 ' Date Approved SO/13/2009 iSummary of Products � FL � Model Number or Name Descri tion 1722.1 402-14 Vin 1 Steei Out-Swin in Re ular poor - 14"x14" Window Limits of Use Certificadon Agency Certlficate � Approved for use in HVHZ: No FL1722 R3 C CAC 402-14.pdf Approved for use outside HVHZ: Yes Quality Assu�ance Contrad Expiration Date Impact Resistant: No li/20/2011 Design Pressure: +33.3/-50 Instailation 2nstrudions ' Other: FL1722 R3 II DWG 402-14.pdf ; Verifled By: Paul E. Winter 22693 Created by Independent Third Varcy• Yes Evaluadon Reports FL1722 R3 AE eval wout storm doors.odf Created b Inde endent Third Pa : Yes 1722.2 402-205 Vinyl Steel Out-swinging Regular poor - 20" slider window Limits of Use Certification Ayency Certificata Approved for use in HVHZ: No FL1722 R3 C CAC 402-20S.pdf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 � Design Pressure: +40/-45 Installation tnstructions Other: FL1722 R3 II DWG 402 20S.adf Verified By• Paul E. Winter 22693 Created by Independent Third Party Yes ' Evaluation Reports � FL1722 R3 AE eval wout storm doors.pdf � Created b Inde endent Third Part : Yes � 1722.3 407 Vinyl Steel Out-swinging Regular poor - Blank (no window � Limits of Use Certificatio� Ayency Certificate Approved for use in HVH2: No FL1722 R3 C CAC 407.adf Approved for use outside HVHZ: Yes Quality Acsurance Contrad Expiration Date ' Impact Resistant: No 11/20/2031 Design Pressure: +50/-50 Installation Instructions Other: FL1722 R3 II DWG 407.adf Verified By. Paul E. Winter 22693 Created by Independent Third Party: Yes � Evaluation Reports FL1722 R3 AE evai wout storm doors.Ddf Created b Inde endent Third Part : Yes 1722.4 430 W9 Vinyl Steel Out-swinging Regular poor - 9-Lite Window (1'8" x 3'0" Limits of Use Certitication Ayency Certificate Approved for use in HVH2: No FL1722 R3 C CAC 430 W9.�df Approved for use outside HVHZ: Yes Qualiqr Assurance Contract Expiration Oate Impact Resistant: No li/20/2011 Desiyn Prossure: +40/-40 Installatfon Inctructions Other: FL1722 R3 II DWG 430 W9.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluatfon Reports FL1722 R3 AE eval wout storm doors.Ddf Created b Inde endent Third Pa : Yes 1722.5 6400-W9 Steel Clad In-swin Door wtth Fullview Storm Door Limits of Use ertiflcation Ayency Certifleate Approved for u6e in HVHZ: No FL1722 R3 C CAC 6400-W9.pdf Approved for use outside HVHZ: Yes Quality Assursnce Contrad Expiration Date Impad Resistaat: No 11/20/2011 ; Desiyn Pressure: +65/-65 Installation Instrudions . Other: FL1722 R3 II DWG 6400 W9.pd_f � Verified By Paul E. Winter 22693 I Created by Independent Third Party• Yes Evaluation Reports FL1722 R3 AE eval w storm doors.pdf Created by Inde endent Third Part : Yes ' 1722.6 8500-Oval Steel Clad In-swin Door with Full View Storm Door � Limits of Use Certificallon Aqency Certificate http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtVm... 4/18/2011 Florida Building Code Online 1 a�� l � � Approved for use in HVHZ: No FL1722 R3 C CAC 8500-0VALpdf I Approved for use out�ide HVHZ: Yes Quality Assurance Contract Expiration Date • ' Impad Resistant: No il/20/2011 Design Pressure: +65/-65 Installation Instructions ; Other: FL1722 R3 II DWG SSOO.pdf Verified By: Paul E. Winter 22693 i Created by Independent Third Party� Yes Evaluatton Reports � FL1722 R3 AE eval w storm doors.odf Created b Inde endent Third Pa : Yes � 1722.7 9000 Steel Clad In-swin Door with Fullview Storm Door � Llmits of Use Certification Ayency Certificate � Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9000 IS.odf � Approved for use outside HVHZ: Yes Quality Assurance Contrad Expiration Date ' Impact Resistant: No il/20/2012 Desiyn Pressure: +65/-65 Installation Instructions � Other: FL1722 R3 II 9000 series door.odf � Verified By: Paul E. Winter 22693 ! Created by Independent Third Party. Yes � Evaluation Reports , FL1722 R3 AE eval 1414.pdf Created b Inde endent Third Par[y: Yes ! 1722.8 9401-W9 Steel Clad In-swin Door with Full-view Storm Door � Limits of Use ertification Agenry Certificate ' Approved for use in HVH2: No FL1722 R3 C CAC 17024 9400 IS.odf I Approved for uee outside HVHZ: Yes Quality Assurance Contract Expiratfon �ate Impact Resistant: No 11/20/2012 ` Deslgn Pressure: +60/-60 Installation Inotructions ' Other: FL1722 R3 II 9400 series door.odf � Verified By: Paul E. Winter 22693 � Created by Independent Third Party� Yes Evaluation Reports FL1722 R3 AE eval 1414.odf i Created b Independent Third Party: Yes I � 1722.9 STR 7000 Ovat Standard Residentfal Door with Full-view Storm Door � Limits of Uce Certification Aqency Certifieate Approved for use in HVH2: No FL1722 R3 C CAC STR 7000-OVAL.�df Approved for uce outside HVHZ: Yes Quality Assurance Contrad Expiration Date Impsct Resistant: No il/20/2011 Desiyn Pressure: +60/-65 Installation Instrudions Other: FL1722 R3 II DWG 7000.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports � FL1722 R3 AE eval w storm doors.pdf Created b Inde endent Third Pa : Yes Back Ne.x1 Dep�ibnent ofCommunkyA/Ii/rs F/atd� Bu/Mlno Code OaHne Codes and Sb�a�ds 2555 Shumard Oak Bou/evard TaUahassee, Florfda 32399-2100 (850) 487-1814, Fax (850) 414-8436 � 2000-2010 The State of Florida. All rights reserved. Privacv SWtement � CoovriaM Statement � Accessibilitv Statement � Plu�-in SoRware � c��cromer �rvice Survev �[ontact Us Produd Appmval Aoaepls: � � if.le: � � �CC'UCII��f; I.J� • _ `' ` ` L,E,^ , �� 1 • (f@ � http:/1www. floridabuilding.org/pr/pr_app_dtl. aspx?p aram=wGEVXQwtDqvOQpGQvtVm... 4/ 18/2011 • A s W N % > m w � � � mOS �C7o �yp� n,��°m�0 > z £ N O T y �� N y N r � m m p� JO�C�� Y' ��L I I I i� v� �n�"� "�z� o �!"�c �� +mn � � y N � y � -Y , � � � � � p �� m �-��i��°oo O � m - i ' �iiC�f �� mn�n �� F q � c Z �c mf@ f�p5 m o =�gQ � � � � � � � � �� '�_�� € � � � � � � � �� F'� �� S�� o �� ` �� a 5 �O N � � S � g � '" � �� mtb� �yf � �a�� N � � �_ �mp� = iF� m as-° im ^ �� ` � o m o $ � oo m� � m J � �� > OX� O Z �� YA�� b o �a� o� �� o� �� N m 0 �� y � � _ � � tv ��H � N �� o � o ��"� � �� ? � � Z � � y � Z � � � r ^ � T p Z; c y 70 �S y F�i�70 �S z ~ `� �A ?Z A c�iF ��fz— 'f�+i— NJ��p ; v-�J^�mm �m � > 32 �� 0��1 ;�1 ��i�� Z�� J O r�.� �� Z��; �� g �� /1 ��m O��Z �� m �Y � Z� � ti � � x O i � _ � 2 � � � g �� C p � y � D ; � � � � � � y � � � � � � ;� � �°� �� "� ��y� �� p � y �/1 0 tn� O y 3� m 'i � _ � C � �€ `-�� °�� " g � -� �` � � jF � � > � g� : �� ;�� " ��r �� a► �� $ � � � � � N O � �� D p � � tl � m- � ^'= n' �m>� mt r�i� � g 7� � ° �Z� m r � = € �� o �� '�� ;� �� y� � �� 'y �� b �� € �� a� � �� $ � �� '��'p� h NZ5 � �� b � � � �{ m � ! �+ % g O Z � �� O � • � N � rao.�sTU�o►oaa ELJXIRNDUST�tlE8 �veawsnsr: o��e: 1300 POPE DRIVE r.w e. www aanuoo � E. � DOUGLAS GEORGIA 31533 FMitl� wo. ON-IMPACT MODEL 102•20S O/5 VINYL UIMMIATED STL OOOR GENERAL AND INSTALLATION NOTES � 11s0� �r: ouvr.v: n: � . S�i ��,1� TC, LLC au�w10 tio 1 SJ6 N. Lopnwll blreN. &WN C]5 N.TS. ELIXf10U2 RoUtl�tlq�,Fb�Ma �7955 YC �, M'E C.Mto rMYem�.. rro ]!ns r�a Mi.�'�'iai1�M 1 OF { �v nFawvnoH o�7E �r m�� . �� v � �� x� H O = � O �' = 11 � � • T P � ♦ a O r ,�� 8 �� ~ wD �� i ie O �,,m ay� �j� 0 � y � '�i� . o � .c� � t�0 r �� A ? A 'n i� 2 � � T �x� m� :-�_ �o x A Z y � � O � C m" x �� p� _� �� A � � Y Z N �� y � �� r �� A oo � � 0 ''�' x � —1 z y z g � � OZ �w m c r o � Z o � Z .. y � N� � p � I � m �; � �; r�� 1n C o ., � � ��; �j; �] n�S �� p �� n�0 T ZT �� 4� y y � 2 N� OZ C m = Q � 1 D 0� O H FltQ1ECTA0Y0WJ EUXIRMWS�RIES APP110VEOtY: GA7E: 7300 POPE DRIVE P�ul E. YYYY/ vt o. DOUQLAS OEOR(ilA 31533 ON-IMPACT MODEL 102-205 O/S VINVI LAMINATED 6TL DOOR ELEVATION i ANCHOR lAYOUT / O� �� /r oiaww�r: wa� $MC OSI7U09 vTC,uc �: �+��: �sas a. cep.w� s�.e� aur ess �' ` N.T.S. E11X0002 Poc!lWpa. 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FbM� 32YS6 w.w 7a�il .�f�e �eV: : 4 OF 4 �ev ocecwrnw o.n reocca�.r.a�wno�ra.t�a r.. tti.wa�� Florida Building Code Online Page 1 of 1 �+� .,.. �- � � - �.�. .�,.. � F{ .�,......_... � -� .. .-- - - � - �,i��"� , , BCtS Home l.og In User Registration Not Topics Submit Surcharge SWts & Facts Publications FBC StafF BCIS Site MaD Links Search 4 � � �� Product Approval t �� a: USER: Gubli[ User Product Aooroval Menu > Produd or Aoohcat�on Search > Applicstion List - - - . .--- -. .. .__ ._-- — - - � p : ISearth Criteria Refine Search� "�"'�� -� Code Version 2007 FL# 5302 I r.;. -• � � Application Type ALL Product Manufacturer ALL j ` • Category ALL Subcategory ALL ! �� .�y„ ¢ ,, � IApplication Status ALL Compliance Method ALL � �+' ' IQuality Assurance Entity ALL Quality Assurance Entity Con[rad Explred ALL � �,. `a,z.�� ' (product Model, Number or NameALL Product Description ALL � ;.��, ,,, ,. a-. -- -- IApproved for use in HVHZ ALL Approved for use outside HVHZ ALL , I Impact Resistant ALL Design Pressure ALL � �Other AlL I � ------------- ------ -- - ---- — ----- — �Search Results - Applications FLYP T e Manufacturer Validated B Status FL5302-R3 Revision Amarr Garage Doors Steven M. Urich, P Approved ; Histor Category: Exterior poors { Subcate o: Sectional Exterior poor Assemblfes 717 932-8500 �RApproved by DCA. Approvals by DCA shall be reviewed and ratfied by the POC and/or the Commisslon if necessary __ _� Dep�itment o/ Community AAslrs F/or/di BufMlny Code Onl/ne Codes and Sbndards 2555 Shumard Oak Boulevard Tallahassee, Flonda 32399-2100 (850) 487-1814, Fax (850) 414-8436 � 2000-2010 The State of Florida. All rights reserved. p�vacv 5[atement � CoovrioM Statement � AccessibiliN SUtement � Plua-in Software � Customer Service Survev � Contact Us Product Approval Aocapts: � � e�: M: � u�uritc•.i+ � n�� vensu� �;'� t.u�letl ' rer. r.� http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/14/2011 Florida Building Code Online Page 1 ot 5 .,,, ,�.. :, �; �>� r� �� , � x�,.- � �;. , �I � � �"•"'� r R:•`� ",r,i . �` . 4 � ' _. . . . _ '_ _ . ' �- � �� . �„r , i . ` 6CI5 Home Log In User Registration Hot ToD�� Submi[ Surcharqe Stats & Facts Publications FBC Stafl BCIS Stte Map Links Search i � �` Product Approval • ,. iaa , �:� USER: Public User a, � Product Aoproval Menu > ProduR or ADOlicatfon Search > AoolicaGOn List > AppliCition DeUil �s' � FL # FL5302-R1 ��'��'��' Application Type Revision ��, + ` Code Version 2007 � � =� _ �. • �, - :�; Application Status Approved , ''�'�� Comments �. � ��`�' � Archived � �' _ ,_�;e.. Product Manufacturer Amarr 6arage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 danny. joyner@amarr.com Authorized Signature Danny ]oyner danny.joyner@amarr.com Technical Representative Danny Joyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 djoyner@ammarr.com Quality Assurance RepresenWtive Address/Phone/Email Category Exterior poors Subcategory Sectlonal Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Archited or a Licensed Florida Professional Engineer Evaluatlon Report - Hardcopy Received Florida Engfneer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/01/2099 Validated By Steven M. Urich, PE Valfdation Checklist - Hardcopy Received Certificate of Independence FL5302 R1 COI Tom Shelmerdine Letter of Inde�endence 7.24.2007.�df Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E 330 2002 Equlvalence of Product Standards Certified By http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqunL7 seVZMFL... 6/ 14/2011 Florida Building Code Online Page 2 ot 5 , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2008 Date Validated O1/07/2009 Date Pending FBC Approval 01/13/2009 Date Approved 02/03/2009 ^--- - ---- ------ -- -- - - -- --- - --- - -- -------- - - -- - - -- - - -- ---- - - - ISummary of Products I FL # Model Number or Name Descri tfon 5302.1 Stratford (M600) and Heritage Dwg. IRC-6009-110-11,Thru 9' wide. M950 Limits of Use Installation Inctrudions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-110-i1.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Desiyn Pressure: +19.1/-22.6 Evaluation Reports � Other: Design Pressure +19.1/-22.6, Not for use in FL5302 Rl AE ASCE 7-98 -02 -05.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 RS AE PTID 5302 T IRC-6009-110-il.pdf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.2 Stratford (M600) and Heritage Dwg. IRC-6009-100-11, Thru 9' wide. (M950 Limits of Use Installation Instructlons Approved for use in HVHZ: No FL5302 Rl II IRC-6009-100-1i.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in FL5302 R1 AE ASCE 7-98 -02 -05.odf � HVHZ. Glazing optlon shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-100-11.pdf debris region unless structure is designed as partially Created by Independent Third Party• Yes enclosed or door is a re lacement door. 5302.3 Stratford (M600) and Heritage Dwg. IRC-6009-120-15,Thru 9' wide. M950 Limits of Use Installation Instrudlons Approved for use in HVHZ: No FL5302 R1 II IRC-6009-120-15.odf Approved for use outside HVMZ: Yes Verifled By: TON SHELMERDINE 0048579 Impad Resistant: No Created by Independent Third Party: Yes Destgn Pressure: +22.8/-26.9 Evalustion Reports Other: Design Pressure +22.8/-26.9, Not for use in FL5302 Rl AE ASCE 7-98 -02 -OS.�df HVHZ. Glazing optlon shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-120-15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.4 Stratford (M600) and Heritage Dwg. IRC-6009-130-15, Thru 9' wide. M950 limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 Rl II IRC-6009-130-15.odf I Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 ; Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: DeSign Pressure +26.7/-31.6, Not for use in FL5302 RS AE ASCE 7-98 -02 -05.odf HVHZ. Glazing option shall not be used in wind-bome FL5302 Rl AE PTID 5302 T IRC-6009-130-i5.pdf debris region unless structure is designed as par[ially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.5 Stratford (M600) and Heritage Dwg. IRC-6009-140-15, Thru 9' wide. (M950 Limits of Use Inatallation Instructions � Approved for use in HVHZ: No FL5302 R1 II IRC-6009-140-15.pdf � Approved for use outside HVHZ: Yes Verified By: TOM SHELMEROINE 0048579 Impad Resistant: No Created by Independent Third Party: Yes � Desiyn Pressure: +31.0/-35.1 Evalustion Reports � Other: Design Pressure +31.0/-35.1, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df i HVHZ. Glazing optlon shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-140-15.pdf debris region unless structure is designed as partfally Created by Independent Third Party: Yes http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 6/14/2011 �i ,�irr�� ' 7 � _ , , \� '� :,�5 ; � � T � pt � � : ��'�� dp � � ��=' � � ° �,:d b �a 1 �� i p _ � L � *: .�s � � � � i ��iF � �� _�,i � ;��, ► � � .r - O�. : Y� � E �.� � �. � � .6% :�!S ��`• � � t < � g � `�j (N 01 y;: al *! � $�� , . � � : � � ' '��?HS'r��s ds, ' �� +� � � = �z ,,, �� ti `.� �� p� � ��E � �t �� P r i � g - a �I � �3< a o � � iC�� _ �� $ � a. �� {$�$�] � � � � $ Ab, ��v �in 7171�� m � � �il �+1 � � � < � 4 � � � � �� }I � �� C� y V � � " � t � � � V '��- z � �� R � S E R d � �� R; � � 11=� !�� E � <� � � �� ,'� � � � � � �' �� 3 3� � _ � M ° r �� ! � ��g�� IS $� �� r� ; ��b� � a � j� �i�� i�;��s� a � 9S� �� ;�� 3�iA�� 8 ��'�� r aaW �Gk � ��w��et�r��Y �g � � • : � 2 t L � �� r a� �s � s�' �� u ., �=�� s � � � � � � � �� .� � ��?�� a � � � ,, � � � � �� S��i� $ � � L L� � �� : ��R� � y � �� cU � a o o � � � � � � � � �� w R _ �_ • • a�� a g / ? 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ZEPHYRHILL.S. FL. 33539/'969q6 EILAND BI.Vp. ZEPFIYRFIILLS,FI.. l.ocation of cQdations Desaipbon of operatlons E�CTWC,AL WORK The policies listed below have been issued to the poli�rtwlder ior the pdicy periads shown. The ir�suranae desaibed in fhe9e pdides is subject tio all the terms, exdusions, and cqndipcns of those poliaes. The limits of fiab�iqr shawn may have been r�eduoed by sny p�id daims. Polk:�► P�iod Un� of � Poli Numbs� Type of Insurance E(fective babs ; Expiration Date (at beginnin af perlod) ; COmprehensive BODILY INJURYAND 98 BG T3 97 dB �usiness �iability 03/2?J11 � 03122H2 PROPERTY DAAAAt� , : .........__.__. _---------------------- -j------_.._...,,...... TNS f�noe indudes: X ProduGts - Completed Ope�ons x CoMractuaf Liability Each Oaumenoe $ 1�000�000,00 • X Pe►sonallnjury X Advertising (njury Gener�l A99nega�e $ ��pp�ppp�pp Prod�t - comp� s 2,0oo,00n.00 o� �� P�► a� seo��Y �t�URV A�1D pRA�1� � P Number EXCESS UABILfTY Eifecdve Qute ; ratlon Da�e (Combined Sin (e um � ❑ ur►►��e ; eacn ocam+ence s ' ❑ o�� ' � � Po{Icy Period EfMcpye pate i ration Dabe Part 1- Worlcers Com - ' Wdlcers' Compensation Pa1t II - Employers Lieb 19ty and Employers Li�Tdy �ad� A�oaderR $ , oiseaae - E.acn En,aoyee s Disease - Po1iq Limit � p� ` umlls of ' Pdl�y Nunber Type ot M�surance Effecl� Da�e ; �atwn DaEe �t be9innfng o�f 1 ! � Tl�IE CERTIFlCATE OF INSURANCE IS NO'� A CONTRACT OF INSURANCE AND NElTF1�R AFFIRMATIV�LY NOR NEGAT'IVERY pM�Npg� �ICT�NpS OR ALTERS TH� COVER/►GE APF'ROVED BY AN1► POUCY DESCR�� HEREIN. Name and Addrt�ss of CerGficaban Holder If ariy of tt�e doscYibed Polides ao ca�ed � their expiration date. Stste Fam+ wiU by � meil a Cf7Y OF ZEPHYRHILLS wrltten notice to tt�e as� �dd� �� 6935 8'rH ST. be�ore �Ilabon. lf we faii to mail such notic�� no ZEPHYRHILLS� FL. 33542 obligation or iiabilih► wili be imposed on State Fsnn or its ageMs or represaxati�s. . - f � p�1 �gn�wre of or�u� INS. ACCY• ps � _ � E�,p�N� RIEG�ER �� . j � e � � (813) 785�8500 Apar+rs Cade 9bR�P � /�pent Ce� AFO Cade F871 1 �gg,�n ob��3� i i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2011094341 �1'(�77LE UF LUMI�9ENLEMEN7' Rcpt:1373869 Rec: 10.00 DS: 0.00 IT: 0.00 , 06/20/11 A. Giard, Dpty Clerk Pernut I�o •'Tax Fol�oNo 34�aS'aI�Q�'jp�0 PA��R S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER ' C�°-a�3° 06/20/11 10:50am 1 of 1 THE LJNDERSIGNEU hrreby ��ves nouce that imProvements uv�11 be made io cena� OR� BK �5�"� PG 2�,4� i I 3 13 �t ihe Flunda�Statuies Ihc foll�,wm� in{�,nn,.u��» �� rir,�,ided m tMs NnT10E nF C'(11�711 F�'('FI�1EN�dance with Sechon CsRR�� NOit��vn/5-�hA3E TN2EE p� 53 �( �sp I DescnpUon of properry �Iegul drscrippon): _�oT�7 02 700/ � � - �- ---- --- Ls 7�4 - -- a) S�reet (job) Address 3?5N C�,(I I�v� ��h� rh�IlS rj �3.�y � 2 General description of improvetnenis. l:o_� - tYC�, t�' �4�D ,°� 1 ne1��►mc, � o aec�� _ .] 3 nwner lnfonna�ion - --- - - - --- - - - - - ---- a) Name and address � � 3 �544 l,� (I A„T b► Namc and address of fce sunple titleholdcr (�f other than�v� �� 33 1 _ c) lnterest m property __ ' ntractor lnfonnation - - --- --- --- - - -- �------ --- ---- ----- - ------ a) Na�ne and address�� „ � ---- �3�3 - -- ��L_fi lnc.4oasmorr�� _ r ll - b) Telephonc No _$ i3-��a--�p !, � S.Surery Infonnation F� N� �OPt )$� r -- a) Naune and address. b) Amouni of Bond: __ c) Telephone No -- - ___ b.Lender - Fax No (Opt, ) . --- -" - a ) Naroe and address — --- -------- 7 Identi o { _ Phone No. --- - — ry person within the State of Fiorida des�gnated by owner upon whom notices or other dceuments may b e�rve d a ) Name and address: b) Telephone No.: 8.1n addition to himself, owner designates the fo]lowin Fax No. (Opt.) 713 I 3(1)(b), Florida Statutes: g��n to receive a copy of the Lienor's Nodce as provided in Section s) Name and addrcss: b) Telephone No.. 9.Expiration date ofNotice of Commencement (the eYpiratioo date is one yerr from be date of recording unless r different date is specified): �'VARIVING TO OWNER: AN]' PAYMEIV'I'S ]►�IApE B1' THE OWNEI2 qFTER THE EXpIRqTION OF THE NOTICE OF COM]yE1VCEMENT ARE CONSIDERED IMpROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STA1'lTl'ES, AND CAN RESULT IN YpLTR ppy�G �CE FOR I] TO YOUR pROPER7Y. A N077CE OF COMMENCEMENT MUS? BE RECORDED AIVD ppST�D ON THE JOB STI'E BEFORE 'Ib.E FD�ST 1 NSPECTIpN, IF y0U INTEND TO OBTAIN FIIVqTVCI]VG, CONSUL? ypUR LENDER OR AN ATTQ�EY BEFORE COMMENCIlVG WORK OR RECORDIIVG YOUR NOTICE CO CEMENT. STATE OF FLORIDA COUN'ry OF o1 P.nnr e� No� O Sig tur� pwMr or Owner's Amhorized Officer/Dirocwr/Pannrt/Marngrr j �^ Bruc qPq State of Florida � � ` MY Commission DD989010 I Q � � t or n�� Expires O6/22/2014 Pnnl Natne The forcgoing instrumcnt was ac e e this I ^ /q _� day of �I �t.n t° , 20.�, by VI � (type of authority, e.g. ofTicer, trustec, attorney in facl) for (name oi pnrt,y o f of wbom instrumenl was eYecoted), Personally Known �OR Produced Ident�ficat�on — Notary S�gnature Type of Ident�fication Produced � � ��C i= � ` �] �� / Name rint /_. �� i� �_ � --� ��, • ' �%;•: Verircation pursuam to Sect�on 92.525, FJonda Statutes �Under pena)ties of per�u ,1 declare thai 1 have read the foregomg and that the facts staied in it are true to �he best of my knowledge and belief. FORMS1Jp('�, � � o� p � Nofar ? �� Y Pablic State p/ Floryde Signs f Natun] crson Signing (in linr t! 10 ) pbo�� Bnice q q +� ' F` MY Commission DD � or tio Expires O6/22/2014 $TATE OF FLORIDA, COUNTY OF PASC� THIF> IS TO CERTIFY THAT THE FOREGOIt�G IS A TRUE AND CORREGT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND FFICIAL SEAL THIS �� DAY OF 2�_ PAU . O'NEIL, C E & C PT LLER g � DEP TY CLERK THIS WALL HEICsHT TO BE VERIFIED IN FIELD TO SLOPE OF ROOF 'v LL N 0 K It w o � Q � z O 4 CA SIMPSON LTT20B ANCHOR WITH 5/5"X1" RED HEAD EXPANSION BOLT SECURE TO SLAB THROUGH BOTTOM PLATE, FILL NAIL HOLES TO STUDS WITH IOD X 1 1/2" NAILS, PLACE (1) AT EACH CORNER,AT EACH SIDE CF ALL OPENINGS AND SPACED MAXIMUM S'O" OC A-- - - - - -- I I DUAL ZONE MINI SPLIT SYSTEM MINIMUM 5625 BTU FOR THIS ROOM j ( BY OWNER) I N I I I I I I I I I LAUNDRY ROOM I I I 1 I I I 1 I DRYER WASHER WATER HEATER ( S " , DUAL ZONE MINI SPLIT SYSTEM MINIMUM 11623 BTU FCR THIS ROOM ( BY OWNER ) i -AMILY ROOM PREHUNG DOOR MUST BE CUSTOM IN WALL HEIGHT TO BE 1 4" HEIGHT VERIFY DIMENSION IN FIELD 6'0" FRENCH DOOR ALL HEADER HEIGHTS TO BE 6' 8" FROM FINISH FLOOR TO BOTTOM 8' 411 Cr- BEAM 41 ' 2" 3016 HR I i I I 42'(o" I I I 1 I I I A- - - - - -- - - - - -- B ADDITION AND RENOVATION FLOOR FLAN 1/4 = 1 O" ALL EXTERIOR WALL5 ACT A5 5NEAR WALL5 EXISTING HOUSE NO CHANGE TO TN15 AREA I \ I \ I THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL CF THE LOADING REOUIREMENTB CF " SECTION S03 - STRUCTURAL" OF THE FLORIDA BUILDING CODE 2001 - EXISTING BUILDING AND 2005 SUPPLEMENTS WEST (WALL HEIGHT 1' 4" FINISH FLOOR � ASSUME O' O NEW SLOPE ROOF INSTALLED OVER EXISTING PART OF HOME AFTER NEW WALLS ARE IN PLACE 11 I LL 0 ua d) 0 O m 0 �t 4 4 10" 4 11 &1 0'• MATCH SLOPE OF NEW ROOF ROOF F TO NEW SLCPE ROOF INSTALLED OVER 1 EXISTING PART OF HOME NEW S OUTH ELEVATION 1/4" = 1 O" NEW NORTH ELEVATION 1/4 = 1 1 a ll DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD THE CLIENT UNDERSTAND$ 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 ERROR$ OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD ROOF OF EXISTING PART CF HOME TO BE PERMITTED SEPARATELY BY ROCFING CONTRACTCR AND NOT TO BE PART OF THESE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF RYMANI CONSTRUCTION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT IiWRITTEN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROFHIBITED. AS E3UILT 1=LOOR FLAN 1/4 = 1 0 11 r48 BUILT SOUTH ELEVATION 1/4" = 1 O DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD AS BUILT N O RTH ELEVATION 1/4" = 1' O II DIMENSIONS ARE APFROXIMATE AND SHOULD BE VERIFIED IN FIELD S' c ,fop i vw DOILD SHALL COMPLY VVri if ALL APPLICABLE? CITY OF Z18PHYR -HILLS CRD.tN,_kNCF_ c V ry c PLANS t�XAMINF-R I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1605 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RE5IDEN7IAL AND ALL 2005 BUPPLEM 1TALS t rw l( T,L. HAN80N P,F- LICENSE NO, 38634 P,O, BOX 1728, DADS CITY, FL 33526 WOOD SIDING INCW wmv I GLCY AA I I I/ It = I V DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD AS BUILT WEST ELEVAT 1/4 = 1' OII DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD 0 L, m gg F 6 X m cA w W �LL z z� z— �.� z a x r 0 7 r� z— o EE 4- ) Q Z3 F z �5 � N al m r� c� co s 0 A o� U N z Q� 17 � k ��`UI U U, 0 u A ) V J } 0 Q ` z o z Q f i✓F lii O , Q Q O O JJ � U Q _0 LL� 0 0 U LL z z IL U zu OQ� 111 Q � z } � U1 QC FIG 1 OF 2 WOOD SIDING INCW wmv I GLCY AA I I I/ It = I V DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD AS BUILT WEST ELEVAT 1/4 = 1' OII DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 20011 SUPPLEMENTS T,L, HANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFES81ONAL ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL PE81GN OF THIS STRUCTURE THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS GARAGE BLAB LIVE LOADS - 50 P,B,F, DEAD LOADS - 10 P.5,F, ROOF, LIVE LOAD& (TRUSS TOP CORD) - 20 P.S,F, DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F, 18 P,5.F. WHEN TILE ROOF INSTALLED DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 WIND DESIGN A86UMPT10N8 WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR - 1,0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT$ COEFFICIENT - 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - / - 0,18 COMPONET6 4 CLADDING P6F ROOF - 14,S/ -50.1 WALL - 25A/ -34,1 OVER HANG - -61,2 CONSTRUCTION TYPE, V $OIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S,F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 18 RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F, FOUNDATION LOADING T.L. HANSON 4 ASSOCIATE$ A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T.L. HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO 6UPPCRT THE BUILDING LOAD$ FOUNDATION 4 $LAB - ON- GRADE NOTES : BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S,F, FOUNDATION LOADING, SLAB SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLAB$ SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,$,F, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ABTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 0 5 REBAR , 30" FOR 0 6 REBAR 4 35" FOR 0 1 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM OTEMWALL HEIGHT OF 4 COURSE$ ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT BTEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER 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 $ TRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS $OIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMTICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, A CERTIFICATE OF COMPLIANCE" SHALL BE 166UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE SHALL $TATS. (PER FBC R310,U THE BUILDING PAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT 18 INACCCRDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM 18 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 ASSURING INSTALLATION, MAINTENANCE AND MONITCRING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.1.1) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.1) 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 6LA5 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 601L AFTER THE INITIAL TREATMENT ( PER FBC 8320,1.3) STRAP ALL HEADERS AS SHOWN WITH (2) SIMPSON L8TA20 CR EQUAL FLAT STRAPS AT EACH END, FILL NAIL HOLES WITH IODX 1 1/2' NAILS USE (1) SIMPSON LTT205 ANCHOR AT EACH SIDE OF ALL DOOR AND WINDOW OPENINGS, SECURE TO $LAB THROUGH BOTTOM PLATE USING (1) 5 /8 "XI" (1 /2' BOLT SIZE ) RED HEAD EXPANSION BOLTS WITH A 1/2" X 2' SOUARE WASHER AND TIGHTEN DOWN TO SLAB. FILL ALL NAIL HOLES TO STUDS USING IODXI 1/2" NAILS I ATTACH DOOR TO STUDS THROUGH WOOD DOOR JAMB PER YOUR MANUFACTURER IN6TRUCTION8 TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I FRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL • STRUCTURAL COMPONET PIC SIMPSON FL 10456 STRUCTURAL COMPONET i i SIMPSON FL 0652 FRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL • STRUCTURAL COMPONET PIC SIMPSON FL 10456 STRUCTURAL COMPONET LSTAI5 SIMPSON FL 0652 STRUCTURAL COMPONET LTT205 SIMPSON FL 1!496 ROOFING RUBBER MULE HIDE PRODUCTS FL 12112.1 ROOFING 0 30 FELT ATLAS ROOFING FL 11915.1 WINDOWS SINGLE HUNG PGT INDUSTRIES FL 23 CAN BE CEILING n L n (tb FL 239.6 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METAL$ FL 120113.1 WALL BIDING EXTERIOR WOOD TO MATCH N/A EXISTING HOUSE WP EXTERIOR DOORS DOUBLE 6WINGIP:G PLAST PRO FL 6!42.4 CAULK DOOR PER YOUR DOOR MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION WINDOW AND DOOR OPENINGS TO HAVE (1) STUD BELOW HEADER CN OPENINGS LESS THAN 4'O" AND (2) STUDS ON OPENING LARGER, WITH DOUBLE JACK STUDS A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOUR , MORTAR CR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERICR SOIL TREATMENT, ( PER FBC R320,1,5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12' OF THE STRUCTURE SIDE WALLS (PER FBC R320.1,6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION I$ COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FSC R320.1.6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALLS (PER FBC R320,1) AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORM$, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320.0.3,) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS PAINT AND DECORATIVE CEMENTITIOU8 FINISH LESS THAN 5/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBI- R104) EXTERIOR WINDOWS 4 DOOR$: ALL EXTERIOR WINDOWS t GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH AN81 /AMMA/NWW0A 101/182 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR /WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE RCUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTCR TO MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BABE 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 ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.EC, SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNA$, STEAM ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE 18 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEET$ ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 60, FT, (B) BOTTOM EDGE LE66 THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING TIMBER MATERIALS: LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATE$ ,POST, 87UDS PACKS AND BEAMS SHALL BE 0 2 YELLOW PINE (OR BETTER) EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 11 2 SPRUCE ( OR BETTER) ALL OTHER STUDS $HALL BE "STUD GRADE" SPRUCE SPACE I&" OC, ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'0" AND NAILED 4" OC WITH 120 COMMON NAILS EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 1/16" 0.8,8, ( 2 -M -W RATING) NAILED WITH SD NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, &" OC ALONG ALL VERTICAL JOINTS AND EDGES AND 12" CC ALONG ALL INTERMEDIATE STUDS INTERIOR STUD WALLS TO BE OF 2 X 4 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 0 2 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R -11 INSULATION STUD WALL PER PLAN WALL/ HEADER DETAIL ATTACH WINDOW TO STUDS THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTION$ TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION CAULK WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION 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 COST OF REPAIRS OR DELAY TO THE CONSTRUCTION TYPICAL STUD WALL UJOOD DOOR ATTACHMENT DETAIL EXTERIOR STUD WALL WOOD WINDOW ATTACHMENT DETAIL USE (1) $IMPSON PIC CLIP AT AILL RAFTER$ TO WOOD WIALL5, FILL NAILS HOLE$ WITH IOD X 1 112" NAILS. to THESE DRAWINGS ARE THE PROPERTY OF RYMANI CONSTRUCTION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT 1 WRITTEN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC, IS PROHIBITED, ELECTRIC FLAN 1/4 _ 1 1 0 11 ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN &' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI CIRCUIT ALL REMANING CUTLETS IN HOME TO WIRED INTO A ARC-FAULT INTERRUPTER 'AFI' CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBCN MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0' OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G. EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTCR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL NAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES, THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER SECTION SO4 OF THE FLCRIDA BUILDING CODE EXISTING BUILDINGS. ._JED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 2009 SUPPL ENTALS T.L, HANSON P.E. LICENSE NO, 38654 P.O, BOX 1128, DADE CITY, FL 33526 O m E LECTRICAL LEGEND L0 770 v G.F.I, 110 V GROUND FAULT MM MULTI MEDIA ® CAT CHANDLER 0 c� RECEPTACLE � Q � z a o J SWITCH UO z � IIOV LIGHT O O O VANITY LIGHT A.F.I. 110 V CAN BE CEILING n L n (tb 110 ARC FART RECEPTACLE CR WALL (TYR) TRACK LIGHT V r� yl WP 110 Y WATERPROOF ® (toy SO OFT'$ BATH FAN CEILING FAN V V EXTERIOR D51. ROOD OUTLET lu k Ul Ll o �Q BATH FAN U- - 1 LIGHT COMBO FLUORESCENT Illlll 110 v QUAD 4 CEILING FAN W/ LIGHT FIXTURE ,Q SMOKE DEtEGtOR L CARSON MONOXIDE T O WALL SCONCE WP COMBO UNIT O RECESS CAN LIGHT :- 110 V OUAD WATERPROOF ".D.O. ■ fT'77 OUTLET Q SMOKE O ELECTRICAL PANEL uy n Cs.D,B„ DETECTOR son ILO V QUAD ® TELEVISION GRO NID FAULT N 1 tR- D.B.C. D.B.B. RECEPTACLE O CARBON MONOXIDE " ® ■ N� Q 0 UNIT ® PHONE ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN &' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI CIRCUIT ALL REMANING CUTLETS IN HOME TO WIRED INTO A ARC-FAULT INTERRUPTER 'AFI' CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBCN MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0' OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G. EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTCR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL NAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES, THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER SECTION SO4 OF THE FLCRIDA BUILDING CODE EXISTING BUILDINGS. ._JED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 2009 SUPPL ENTALS T.L, HANSON P.E. LICENSE NO, 38654 P.O, BOX 1128, DADE CITY, FL 33526 O m L0 o A uj O w 0 c� z z 0 T � Q � z a o J UO z � � O L H ®® n r� yl z u-V� lu k Ul Ll o �Q U- - 1 -c ° —' I oIY 4 .Q Q Q 4 N 1 tR- z � o " A N� Q 0 O h q �m U '� y � �4 D LL Jd LL Z TI fv QUA u z �AL OQ� Q Q 4 u O -q > 0 u !11 PG 2OF2 -ARCH & DESIGN LLC, SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF CLOVER System Deck Base Insulation Top Insulation Layer MDP No, (see Note 1) I- �� ,- EXTERIOR REST:` . cercr.cafz of ,4uEhorization �950� Type Attach Min, 19/32" plywood or 353 Christian Street ROOFING SYSTEMS EVALUATION: Mule -Hide TPO -c adhered 4 _i Oxford, CT 06478 1 . SCOPE: S. LIMITATIONS: - Min. 1, 5 inch ACFoam II 7. BUILDING PERMIT REQUIREMENTS: t a PHONE: (203) 262 -9245 in W88A 2000 or Mule- Product Category: Roofing 5.1 This Evaluation Report is not for use in HVHZ. As required by the Building Official or Authority having Jurisdiction in order to properly evaluate the FAX: (203) 262 -9243 Sub - Category: Single Ply Roof Systems 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product, installation of this product. EVALUATION REPORT One or Compliance Statement: Mule -Hide TPO -c Single Ply Roof Systems, as produced by Mule -Hide 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior Adhesive Mule -Hide Products Co ., Inc. Evaluation Report M15060.06.09 Products Co,, Inc. have demonstrated compliance with the following sections of the Florida Building in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. S. MANUFACTURING PLANTS: 1195 Prince Hall Drive, Suite A FL12772 Preliminarily Code through testing in accordance with the following Standards. Compliance is subject to the 5,4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and Contact the noted QA agency for information on product locations covered by QA procedures. Beloit, WI 53511 -5481 Date of Issuance: 06/24/2009 1.5 -Inch Installation Requirements and Limitations / Conditions of Use set forth herein. installed to meet project design criteria to the satisfaction of the AHJ, layers, any attached 2. STANDARDS: 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 9. QUALITY ASSURANCE ENTITY: SCOPE: issued Rule 913-72 and the applicable rules and regulations Section Property Standard Year 5.6 For mechanically attached insulation or membrane or strip- bonded insulation, the maximum FM Approvals - QUA 1860 This Evaluation Report is under design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure (781) 255 -4783 governing the use of construction materials in the State of Florida. The documentation submitted 1504.3.1 Wind FM 4470 1992 determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. TAS 110 Physical Properties TAS 131 1995 density designed by a qualified design professional to resist the elevated pressure criteria. - THE 12 - PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT The product described herein has been designed to comply with the 2007 Florida Building Code - 3. REFERENCES Commonly used methods are RAS 117, RAS 137 and FM LPDS 1 -29. sections noted herein. 5.7 For fully- adhered insulation, the maximum design pressure for the selected assembly shall lank at max. 24" spans P p Entity Examination Reference Date meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No DESCRIPTION Mule -Hide TPO -c Single Ply Roof Systems ACRC (TST4671) FM4470 07 -051 08/29/2007 ACRC (TST4671) R•14470 07 -059 10115j2007 rational analysis is permitted for these systems. attached using 8 ran shank g g Halls spaced 6" o.c. In the One or more Preliminarily ATI (TST1588) FM4470 01- 37050.01 03/13/2000 5.8 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be S 5 Inch LABELING Each unit shall bear labelin in accordance with the requirements the Accredited Quality g q 1.5 -Inch ATI (TST15e8) Physical Properties 01- 37490.01 05/26/2004 tested in the exist deck for withdrawal resistance. A qualified design professional shall g , an layers, Assurance Agency noted herein. TPO -c CTL (TST 1577) TAS 114 / FM 4470 CTLA -105R 10/13/2008 CTL (TST 1577) TAS 114 / FM 4470 CILA 10SR - 10/13/2008 review the data for comparison to the minimum requirements for the system. Testing and o.c. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) CTL (TST 1577) TAS 114 / FM 4470 CTLA- 105R -2 10/13/2008 spaced 4" o.c at the analysis shall be in accordance with TAS 105 or ANSI /SPRI FX - 1. changes, the referenced Quality Assurance documentation changes, or pro of the Code that CTL (TST 1577) TAS 114 / FM 4470 Ci LA- 106R 10/16/2008 CTL (TST 1577) TAS 114 / FM 4470 CTLA- 106R -1 10/16/2008 5.9 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover relate to the product change. Acceptance of this Evaluation Report by the named client constitutes CTL (TST 1577) TAS 114 / FM 4470 CTIA- 10611 10/16/2008 installation, the existing deck or existing roof surface shall be examined for compatibility with to notify Robert Nieminen, P.E. if the product changes or the referenced Quality CTL (TST 1577) TAS 114 / F 4470 CiLA- 106R -3 10/16/2008 CTL (TST 1577) TAS 114 / FM 4470 the adhesive to be installed. If any surface conditions exist that bring syste performance into system performance agreement documentation changes. TrinitylERD requires a complete review of this Evaluation CTLA -106R 4 10/16/2008 CTL (TST 1577) TAS 117 CTLA 111R 01/13/2009 question, field uplift testing in accordance with ASTM E907, FM LPDS 1 - 52 or ANSI /SPRI IA - 1 Assurance Report relative to updated Code requirements with each Code Cycle. FM (TST1867) FM4470 3Z9A1 AM 10/15/1997 FM (TST1867) FM4470 shall be conducted on mock -ups of the proposed new roof assembly. ADVERTISEMENT The Evaluation Report number preceded by the Words " Trinity I ERD Evaluated" 3001522 03/26/1999 FM (TST1867) FM4470 3003393 03/30/1999 5.10 For bonded insulation or membrane over existing substrates In a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then FM (TST1867) FM4470 3017662 06/07 /2005 FM (1ST1867) FM4470 3023032 07/20/2005 the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM it shall be done in its entirety. FM (TST1867) EM4470 3020845 01/25/2006 E907 or FM LPDS 1 -52. NSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by FM (TST1867) FM4470 3022174 09/25/2006 Miaml -Dade (CER 1592) Physicals Cert / TAS 131 08- 0108.09 06/26/2008 5.11 Metal edge ttachment (except exce t 9 gutters) shall be designed and installed for wind loads in the manufacturer or its distributors and shall be available for inspection at the job site at the FM (QUA1860) Quality Control PLA 3025571 01/13/2006 accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI /SPRI ES - 1 request of the Building Official. FM (QUA1860) Quality Control RoofNav Listings Current or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC This Evaluation Report consists of pages 1 through 4, plus a 12 -page Appendix. 4. PRODUCT DESCRIPTION: and F.A.C. Rule 9B -72. The following roof covers are mechanically attached or fully adhered to Approved substrates using Prepared by: ,,,,, *�,rr,,,,,,- fasteners , stress plates and adhesives, as outlined in the Limitations / Conditions of Use herein, 6• INSTALLATION: ➢ Mule -Hide TPO -c and Mule -Hide TPO -c (FR) membranes are nominal 45 -mil (1.1mm) or 60 -mil 6,1 Mule -Hide TPO -c Single Ply Roof Systems shall be installed in accordance with Mule -Hide - (1.5 mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes. Products Co., Inc. published installation instructions, subject to the Limitations / Conditions of The facsimile seem appearing was authorized by Robert NiG r,_n, P E. on 06/24/2009 ➢ Mule -Hide TPO -c EXTRA and Mule -Hide TPO -c EXTRA (FR) membranes are nominal 72 mil Use noted herein. . ti e•; ? rni5doesnor�z .- 2 aaanetectronkauy Signed •t" .. c . ", Robert J.M. Nieminen, P.E. .; .;e?;, document. Signa,seaiedhardcopieshavebeen ( ) ( ) P Y 1.8mm or 80 -mil 2.Omm thick, polyester-scrim reinforced, thermoplastic olefin (TPO) single -ply 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. .= �d,ct Approval ad,� nl5crator and Florida Registration No. 59166 Florida DCA ANE1983 '•s� +o'a Via` transmitted i tr Pr r "•. �" to the named J tent roof membranes. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane CERTIFICATION OF INDEPENDENCE: Mule -Hide TPO -c Fleece Back membrane is a nominal 45 -mil (1.1mm) or 60 -mil (1.5 mm) thick, shall be installed running perpendicular to steel deck flutes. 1. Exterior Research & Design, LLC. d /b /a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membrane with a polyester financial Interest in any company manufacturing or distributing products it evaluates. fleece backing, 2. Exterior Research & Design, LLC. d /b /a Trinity I ERD is not owned, operated of controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E, does not have, nor will acquire, a financial interest in any other er -A.ity involved in the approval process of the product. Exterior Research and Design, LLC. Certificate ofAuthorizatlon #9503 7. Tapered polylsocyanurate may be substituted for the flat stock board with the following Maxinnum Design Pressure (MDP) limitations: ➢ OlyBond 500 (013-500): Maximum Design Pressure -120.0 psf ➢ Polyfoam TITESET Insulation Adhesive: Maximum Design Pressure -117.5 psf 8. Bonded polylsocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density v pressure criteria. n professional al to resist the elevated qualified desl f designed by a q g p P 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shat rneet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with TAS 105 or ANSI /SPRI FX•1. 12. For existing substrates In a bonded recover Installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing In accordance with ASTM E907, FM LPDS 1 -52 or ANSI /SPRI I4-1. 13, For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For adhered membrane systems, side laps shall be minimum 3 -inch wide sealed with midrF 1.5 -Inch heat weld. Membrane adhesive application rates are as follows: ➢ Mule -Hide TPO -c with Mule -Hide TPO -c Bonding Adhesive In a contact application at rate of 60 ft /gal, ➢ Mule -Hide TPO -c with WBBA 2000 in a contact application at rate of 120 ft /gal. .z - application at a rate o 120 rt al. BA 2 00 In a wet la a I n f / - Back with WB 0 9 ➢ TPO -c Fleece Ba Mule-Hide Y PP 15. For membrane systems attached using TPO 10 -inch Pressure - Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with HP -250 Primer. The membrane shall be secured by placing the orkrned portion onto the tape portion of the TPO 10 -inch Pressure - Sensitive RUSS and roll with a steel hand roller to ensure contact, 16. For bonded membrane systems, unless otherwise noted, reference to "Mule-Hide TPO -c" nternbrane below also Includes 'Mule -Hide TPO -c (FR) ", "Mule-Hide TPO -c EXTRA ", and "Mule -Hide TPO -c EXTRA (FR) ". Evaluation Report M15060.06.09 FL12772 Date of Issuance: 06/24/2009 Page 2 of 4 Exterior Research and Design, LLC. Certificate of Authorization #9503 °a TABLE 1A: WOOD DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF CLOVER System Deck Base Insulation Top Insulation Layer MDP No, (see Note 1) layer Roof Cover /Adhesive (psf) Type Fasteners Attach Lap Min, 19/32" plywood or (Optional) One or more Mule -Hide TPO -c adhered W 1 o w plank o d lank at max. 24" any - Min. 1, 5 inch ACFoam II See Note 2 1 per 2 R" in W88A 2000 or Mule- -45.0 spans attached using 8d ring combination, loose laid or ENRGY 3 Hide TPO -c Bonding shank nails spaced 6" ox. One or Adhesive TABLE 1B: WOOD DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED ROOF COVER, Insulation Layer Roof Cover System No, Roof Deck MDP (Psf) Type Attach Membrane fasteners Fastener Lap Lap Seam Weld Spacing Width Sp Min, 19/32" plywood or wood plank at max. 24" spans One or W-2 attached using $8 ring shank nails spaced 6" o,c. In the more Preliminarily MUle-Hide Mule -Hide EHD Fasteners and Fas 6-Inch o, c. S 5-inch 90.5 inch 1.5 -Inch 52.5 Held and $10 ring shank nails layers, any attached TPO-c Seam Plates o C. outside spaced 4" o c. at the combination p erimeter Min, 19/32" plywood or wood lank at max. 24" spans P p W3 attached using 8 ran shank g g Halls spaced 6" o.c. In the One or more Preliminarily Mule tild e - Mul Hi de EHD 2 Fasteners and 6 Inch o. c. S 5 Inch 66.5 -Inch 1.5 -Inch -67.5 Bead and $10 rang shank Halls , an layers, attached TPO -c 2.4 Seam Plates o.c. outside spaced 4" o.c at the combination P erimeter Exteraor Research and Design, LLC, d /b /a Trinity I ERD Evaluation Report M15060.06,09 for FL12772 Certificate of Authorization $9503 Date of Issuance, 06!24/2009 Exterior Research and Design, LLC, d!b, a Trinity Pre aced b Robert Nleminen, PE -59166 Appendix 1, Page 2 of 12 9 I ERD Evaluation Report M15060 06,09 for FL12772 P Y� certificate of Authorization $9503 Date of Issuance: 06/24/2009 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 12 Evaluation Report M15060.06.09 FL12772 Date of Issuance: 06/24/2009 Page 3 of 4 Exterior Research and Design, LLC. Certificate of Authorization #9503 APPENDIX It ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Evaluation Report M15060.06.09 FL12772 Date of Issuance: 06/24/2009 Page 4 of 4 Page 1A Wood New, Reroof (Tear -Off), Rec over C Mechanically Attached Insulation, Bo nded Roo Cover 3 18 W ood New, Reroof (Tear -Off), Recover D Insulated, Mechanically Attached Roof Cover 3 2A S teel or Conc. New, Reroof (Tear -Off), Recover B M ech. A Base Insulation, Bon ded Top Insulation, Bonded Roof Cov 4 2B Steel or Conc. New, Reroof (Tear -Of Recover C Mechanically Attached Insulation, Bo nded Roof Cover 5 2C Steel or Conc. New, Reroof (Tear - O f f), Reco D Insulated, Mechanically Attached Roo Cover 6 -8 3A Concrete New, Reroof (Tear -Of A -1 Bonded Insulation, Bonded Roof Cov 9 4A -1 LWIC over Steel New, R (T ear -Off) F Non - Insulated, Bonded Roof Cover 10 4A -2 LWC over Conc, New, Reroof (Tear -Off) F N - Insulated, Bond R oof Cover 11 5A Gypsum Reroof (Tear -Off) A -1 B onded Ins u l ation, Bo Roof Cov 1 6A various Recover A -1 Bonded Insulation, Bonded Roof Cover 12 The following notes apply to the systems outlined herein: 1. Roof decks shall be In accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and /or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: el deck I penetration, a the to fl ute of the steel n Insulation Plate. Minimum y Inch siee ne engage ➢ Mule - tilde HDP Fastener with 3 Wood Deck: p r p 9 9 h steel deck, t Minimum 3 /4-I nch steel penetration, a the to e ➢ Steel Deck, Mule -Hide HDP Fastener with 3" Insulation Plate. Mln m Inc s p engage p flute of ➢ Concrete Deck: Mule -Hide HDP Fastener with 3" Insulation Plate, Minimum 1-Inch embedment. Fasteners installed with a pilot hole In accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard or Securock that meets the QA requirements of F.A.C. Rule 913-72 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -Inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5, Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board, 6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width Is at the time of application; the ribbons /beads shall expand as noted in the manufacturer's published instructions: ➢ OlyBond 500 (OB -500): Continuous Y4 to 1 -inch wide ribbons, 12 -Inch o.c. using PaceCart or SpotShot application devices. ➢ Polyfoam TITESET Insulation Adhesive: Continuous 2 to 3 wide ribbons, 12 -inch o.c. Exterior Research and Design, LLC, d/b /a Trinity I ERD Evaluation Report M15060.06.09 for FL12772 Certificate of Authorization $9503 Date of Issuance; 06/24/2009 Prepared by: Robert Nlerrtinen, PE-59166 Appendix 1, Page 1 of 12 V UT Rl 0 L9 �oo tin U1 ? _J N LL . > z g �10 m V LU 0 0 om Z W w U A a rid (� �m N W to M 0 D� fU - �� 0 tu NAN YA PLASTICS CORP. PLASTPRO INC. 0 PEACH TREE HILL ROAD LIVINGS I ON, -61 JERSEY 01039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING GENERAL NOTES I. ibis pa I has been ss ok.aled and s r co,nptorxe with the 2007 Florida 9L ilding Code Iraq sirr cl,ral requirements e- clvding the Tiigh Velocity sturncane lone" JHvH2I. 2. Pr lducf anchors sholl be as Lslee and spoced as shown or deiQil5. Anchor embedment to base n,a e, wl shill be beyond wot descarg a stucco. 3, Vet en used n areas (egQrl wind home debris polechon'hss prodvcl compGas wllh Sec Hon 1600,1.2 0{ the FBC and does not req�ne an impact !e%lont CCVenng. This product meek inc udes wind Tone 4 os defined in A3frA El 956. 4, For OX stud falling anchoring of Ihese unils shot be the some as that shown for 2x buck masonry conslrvclion. S, Sr!e condfprs Ihai de'vlvle from the delolh of IHs di require father engineering analysts by a Ice%ed engineer or regs'ered ofchilect. TABLE OF CONTENR 3xEET+ DESCrtJFrroN I of elevariorX desi sessurer S onerol Holes 2 Dcar Pane e a S Harizart cross sectioro 4 VericoFaoss fec .airs S tuck and harm onchoriry . 2X buck maFlorist rry corn! trop 6 Florist onchonng - I X buck masonry cansirvcf on 7 till d mat arias 6, camponenls � s I --r I I . _c I I'[ NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD L IVING51i NEW JEFSE'r 0'034 DISTINCTION SERIES GLAZED FIBERGLASS DOOR INSWING / OUTSWING GENFR AI NOES r o c I ho. been is oivoled or d s'r comWnn a n. tie 20:' Ficnd 8 r J g Cuoe IFBCI shuclVd eau a �nls e Iv Jnq It e Ifgl r wall '1 feu "•e fora (HV H<,. 2 hoaLCl oncnps sh)l De Lis ksl_d and spd slip .n. O,. cetals ArChof embedmenl to cave+ , oteriol shat ae beyond .,ol d -essmg a st,ccc J 'When v5ec'n ae ^s equ ing v-h,d bone debris k,rofo^_Iior tl.L p odvcr li 10 ce p(vrec'led o' Inpool rslilvool co,edng nccl ecmrilies N Ili Seclton 1609.1.2 of the 20" FBC 4 F;xr 2x Viud losing consh orc.b0i o Ihese units shah be the iu,, rit as 1 I show lo, 2, Uv t Hasa r -, z c ,str, Ilion. 5 Ste C ' 514 ce,ale Ira t1re detN$ cl t n dzo-•ring rvfthe engrroe-g 3`01515 by v'ke led el upnee+ a lil —,l Jsd 'rod TABLE Of COMEN ; _ S`!EEi R fESCRI.'RGN 3i e�at,cr., design p as <. J: -s S ..d -o'e+ f'b +� ESR =rE+ aP stoF� 2 I]7d -a Iel _ c er ah -- —, 1 _ ..... - H d _Jrltdr re sedans 'r 3 I 'y C liar ._ . -_.._. _ z B xis O rd hcm< a,x' ory <X b c 1GSdM n,sh_r.lro K L ' —. 661 07 'rat rvai. go. ",; % S C ,l en? ¢Ir _ I?iJr;ENS O N'. 9 ?EACH TREE HILL ROOD IJ AS;>N$ I OPEtru+, ^, 2z eu: T 7 `Y. 1F.x Yr'FR ai 17 `2i'Ih J, Ov R;LI _ RWE "rNl 'RA. +E v.CIH s t 4 i R g 2 T 3 3,50 HuIX C I E L� FR Ah +E LOTH i 0 I 0 s sib {re'�j'L3.. r f'b +� ESR =rE+ aP stoF� xl� F sly, �P .W�= INSWING 37.60' x 9e Da' +65.0 70.0 Oil 37.50" x 96.50 +65.0 -65.0 Fli 1 LINE . ': - fJ6 Ektwlt Ol ER eit - G! 4`;$ OE51CN rRES50 RE (PSF) 37 50" . 52 00` +65.0 - 0 TtP6 K tv'fG:S? _ ^__ ¢Ir _ I?iJr;ENS O N'. 9 ?EACH TREE HILL ROOD PuSInYE B r'�INOSI UN. NE'.`/JE(PSEY 0]039 S lit f k FULL I 21,00" x'c VO - r + 47.0 47.4 uls•nnuG r 3/4 LITE - -' - -- 3 y -- 3:4'JlE 21q63 e 400 1, G1 GI i'47,0 +47,0 .47.0 . 47A INSWING / OUTSWING 37 ;�o' - z FJ_L ..1- 2t X4.00" 56.50 . x 9,00" 34 LITE C - 37.5 OU TSWING x adjusted fc maintain fie minimum edge distance to monorfl odditionoi concrete screws may be 3i4 LITE <i GE4ERA'L NOES r 7.0 •47.0 A4.soN'I r OnENINv IX, Bu( 0 r o L si FL- 6234 1 I a �µ I e 3 ss� �g 3 �N k� Ei InS Nr 5 cwt e �K T`-'PE OVERALL FRAME - DWEN90N DESIGN PRESSURE �Psr) POSITIVE h'EGAT,�E INS'hItIC 37 50" . 52 00` +65.0 - 0 DUTS`nING 37 50" x 90 37' K 5 zz a>E' 01113106 so-c NTS x h aEm ax n, WWH sH� fh'fETI DESC I iyoco Ic�c!Ia. dc3g p�ss.r05 S genera ,own 2 NAN YA PLASTICS CORP. J H air ,S ! n. _ S R a S ,eC ^ 4 K 5 PLASTPRO INC. l Fame or c hairg . IX b x k nccwrry c o Tslrlcf on 9 ?EACH TREE HILL ROOD 4 A B r'�INOSI UN. NE'.`/JE(PSEY 0]039 S lit f k 21 00' z bJ 00' Hudcone Zone' (HVH2I. -37.5 INSWING Product archon shat be as Isled and spoced as shown or, detalls. Anchor 3750" x 90 $a 3/4 LITE 3' 50'' O, ER 4LL 3 y 37.5 DISTINCTION SERIES e 400 1, G1 GLAZED FIBERGLASS DOOR INSWING / OUTSWING DETAA 2 2 I; 4 "' 1 T concrete screws oncnanng home and sdl req If a rnlnrmum 2 I,'2" clearance 1c ma5, ,ry edges o 1.114 minimum embeds elf and a minimum 3' ciaronce c to adjocenf con_refe screws. S_b!ihlft on of aqua+ I� SEE '.OfE JQ' p I concrete screws horn a different suppier may hove diHerenl edge distance and censer drsfonce F )SEE NOTE 2 requirements . Concrete screw locations of rho tamers and at ashogal locodons mat be adjusted fa maintain I Y X4.00" ut . x 9,00" f It's minimum edge c; land to mortarjoinrs. If cancre'e screw Iocafions noted os 'MAX. ON CEN ?ER” musr be - +37.5 - 37.5 OU TSWING x adjusted fc maintain fie minimum edge distance to monorfl odditionoi concrete screws may be 3i4 LITE 21.00" x 63.00° 1 GE4ERA'L NOES r -37.5 zz 5.50^ 1 � This praaccl how beer e -a ucled and ! r curlpno.lve >, 11h II e 2C07 Fie qa BJlksr Cooe - ! j, r LK ��, tl � rltC t sthcturo regv rem sink lacJ ng Ie - High,eoc�K Incase Zone H < 1� ! x 2 P'od,cl onanas steal :s) os Iliad ono ;C7oCed ai srovm On details. Anchx embeamenl to y D base mole:;ol sloe be beyond -Lill Oreis ng a stucco TABLE OF CON SHEET DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL & VERTICAL CROSS SECTIONS 3 BUCK & FRAME ANCHOIll 4 BILL OF M.ATERiALS & COMaCNENTS w NAN YA PLASTICS CORP. PLASTPRO INC. - 9 PEACH TREE HILL ROAD ) 5 'S' MAx. DA l LIVINGSTON NEW JERSEY D 7-039 � PANEL 110TH 7I PH: 800- 779 -0561 AX.973- 758 400 1 li R ^' F 1 gr I DISTINCTION SERIES C � 3'0" x Hit OPAQUE FIBERGLASS DOOR INSWING / OUTSWING _ i 0 GENERAL NOTES n 1 T}u5 aRODVGT HAS BEEN Eb'AL VArED a ^/D 15 !N COMPLWNGf wlTli ,'E o o: b FLORIDA BJtLDWG CODE EXCLUDING 'HE "HIGH VELOCITY HURRICANE ZONE" 2 PRODUCT ANCHORS SrLALL BE AS LISTED AND SPACED AS SHOWN ^N DETAILS. A^lCHOR EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PC �SS I II I d 3 '6'HEN USED IN wlPNO- BORNE DEARS REGtCNS THIS PRODUCT COMPLIES WiTH SECTION 1609.14 OF 7HE FLOROA BUILDING CODE AS ' AN IMPACT RESISTANT PRODUCT 4, DOES NOT REQUIRE THE JSE OF AN EXTERNAL IMPACT RESISTANT COVERNG, THIS PROOUCT DOES NOT MEET THE REOUIREMEN TS FOR ENHANCED PPOTECnON OF ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996. 4 FOR 2X STUD FR1MiNG CONSTRUCTION, A',CHORING OF THESE UNITS SI BE THE SAME AS T SHOWN FOR 2x BUCK MASONRY v CONSTRUCTION. /� 5 CONDITIONS NOT COVERED BY TTIiS D,AIYNG ARE SINGLE OP40UE DOOR SUBJECT TO FURTHER ENGlNEER,NG ANALYSIS I i 3. 'Hher 5e in oreds aq_n'ng ,ird borne debbV pcectior r ^IS Droducl Is exuded to be polect_d pan en mpocl yes sicnl ce,•5 -g thol co -riies , th Sachs, gps 1 1 of the 2007 FBC. 4 For 2, stud homing O' armoring aI Ihese VNtJ SHat be :he some OS Ira' i ern lot 2x buck masonry cons rvC lion. 5 54c condirdns rha Cie from the detods or I'll da +.•"E req_i-e lame egi- ee -.ng Onol,sls b, a'icen>ed a glneeror ie,;Wls ;ed a _. rr_cf _ TABLE Of CONTENTS fh'fETI DESC I iyoco Ic�c!Ia. dc3g p�ss.r05 S genera ,own 2 Dar �r 1 ae(dis J H air ,S ! n. _ S R a S ,eC ^ 4 yer c sections 5 Buck and franc cochonn - 2X bu k nascv = onsvcticn 6 Fame or c hairg . IX b x k nccwrry c o Tslrlcf on This Ptodvcl has Geer evdvaled and is in cornpilance wi +h me 2001 Fiord,, Bit of -oft RK. gtezne eel S carponents rJ te e/ E 1 N mnGE eE1Ae ' f U " _r1 1 7 ) - LA d GE A. DE7 a_n nEt01 S FRAN4 JAM AAt:1^a?WG $iR13f iAhrE A UCX AiKHO RING -' -- <osvnn ;z:u.a c_r rl'•T[$ , 1 t n c r r e dges I 1 4 nvl :1 - .L Ji e J'JJ J J ,J h o e screws a ring _ _ q 'encre sore s. 5t,csxl Wio', el egvar oncre re ;� Iron d alts snf s'.p�lier dlfsre st Jge ae "d � e Cs �, r a. re e. f nnr ere �. Io rtC,.r Or fhe colliers : gay be ocpvs'ed rc moino6n !He mriirl adrA disrance to nodal j,l n.. If eoncre e sc,e:. c _ J , cI. Or CFf, 2R e sr Ue _drL.r�o 'o „d „1[In Ina nv.,lnw ^, edge distance rc mxfar jeinis. add,'onroi concrere see 1110y ,vs ,oy be equceJ `a e, SUIT the _,I c e dill y zxL_ , 2. I,4 ":nv conc�ere sCe, ,, o , cho:ing Loire Ana /or 0 ra lore o minimu 2 1!2 „ISO^an _a c molc dgas J ° , e ^,c y -! ooc r rimsr 3 I - Jb,fil Gon of svvol coruelr screws fivn � d'. Aran! ivrvahe Hwy huv_ .,i!eren _ J4- :/b'J ce "�a c.' le os or cr : qt,i, err SINS. " - rc aie. sc e , ,,Lips en co�cr_ a scre 5 L runs of +re c:xne ^s mo be oaisted'o mcinbn- i''e minimum edge ds'r. ce Ic nroxlair Joints. 1' carne _ _,,. kcal 's ,. - s !.,TAX. .n' CEN "'nv;I be odlcs'ed a v, u,c minsmvm edge dislonco to "Ionorjotrr5, eddlfiv , Ai conce:.e screws ",dS be'agv4ed to ensv _ n,cu,m cen(el dims,vo, . �ror e -c eec:ec - NAN YA PLASTICS CORP. ^ PLASTPRO INC. 9 PEACH TREE HILL ROAD Lll'INGSr'ON, NEW JERSEY 0 j W 400" MA O,f: A,LL FR n,,AE 110TH '4.00” IMX O Fr2AUE 'n DISTINCTION SERIES SP ITTI DOCUPTION GLAZED FIBERGLASS DOORS Typic elevo' ors. design press ures. S generd notes _ 2 INSWING / OUTSWING 3 Horilonlai cross sections 4 Verl'rcd cross sections 5 GENERAL NOTES 6 Fro me anchoring - I X buck Masonry This Ptodvcl has Geer evdvaled and is in cornpilance wi +h me 2001 Fiord,, s B Building Code IF8CJ s hvatural requtrements exc+uding , he "High Velodry 79 Do' 21 00' z bJ 00' Hudcone Zone' (HVH2I. -37.5 INSWING Product archon shat be as Isled and spoced as shown or, detalls. Anchor 3750" x 90 $a 3/4 LITE embedment to base material shot be beyond wall dressing of stucco. p 37.5 when used in areas requiring wind bump debris prolecfion This product's to be e 400 1, G1 required protected Ah or Irnpoci resislanl covering Thal compiles wrlh Sac Tsar 1609,1,2 of fhe 2007 FBC. DETAA 2 2 I; 4 "' 1 T concrete screws oncnanng home and sdl req If a rnlnrmum 2 I,'2" clearance 1c ma5, ,ry edges o 1.114 minimum embeds elf and a minimum 3' ciaronce c to adjocenf con_refe screws. S_b!ihlft on of aqua+ I� SEE '.OfE JQ' p I concrete screws horn a different suppier may hove diHerenl edge distance and censer drsfonce F )SEE NOTE 2 requirements . Concrete screw locations of rho tamers and at ashogal locodons mat be adjusted fa maintain I Y For 2x stud framing consi lion, onchonng of Ihese units shat be the warn as Il rot shown (a 2x buck masprry comiruclion O 0 � g X v F hb / / H 0 � � Site condillary that deviate tom the details of this drawing require lurther z engineering onolysis by o 3censed engineer or TegisIss ed architect. FULL C�!TE 3_ 4 UT TABLE of cor4TENTs SP ITTI DOCUPTION I Typic elevo' ors. design press ures. S generd notes _ 2 Doar pones delolk 3 Horilonlai cross sections 4 Verl'rcd cross sections 5 Buck and frame onchonng - 2X buck: nwsorry comlrvclion 6 Fro me anchoring - I X buck Masonry 7 En cl aslrogal details B Ba al "Tateridsl glasi decd ! compcnenfs a ✓rtR4Lt, ` f3 YElAL G3SSS �,LES DE53GNQRES1/RE7PSFJ fY1N�r a z POS1T14E ^. - - a0Z41 E -- N SiC1N': OihAEN370F! ?A. DO" FULL LITe 79 Do' 21 00' z bJ 00' +37.5 -37.5 INSWING x 3750" x 90 $a 3/4 LITE FIO CC' +37.5 37.5 I e 400 1, G1 r91,jred io ensue f ^ rr' Or cen'ef Jima - ;ar Is nCf exceeded, DETAA 2 2 I; 4 "' 1 T concrete screws oncnanng home and sdl req If a rnlnrmum 2 I,'2" clearance 1c ma5, ,ry edges o 1.114 minimum embeds elf and a minimum 3' ciaronce c to adjocenf con_refe screws. S_b!ihlft on of aqua+ I� SEE '.OfE JQ' p I concrete screws horn a different suppier may hove diHerenl edge distance and censer drsfonce F )SEE NOTE 2 requirements . Concrete screw locations of rho tamers and at ashogal locodons mat be adjusted fa maintain I Y X4.00" FULL 11TE . x 9,00" f It's minimum edge c; land to mortarjoinrs. If cancre'e screw Iocafions noted os 'MAX. ON CEN ?ER” musr be - +37.5 - 37.5 OU TSWING x adjusted fc maintain fie minimum edge distance to monorfl odditionoi concrete screws may be 3i4 LITE 21.00" x 63.00° 1 +37.5 -37.5 i 5.50^ 1 3 3/16 ITYN conc;efe scre',Ns onchonng Game and /w sill require o minimum 2-5 3" c %earance fo mo3oruy edge!, O I -I; 4" rninrrTUm embedment and o mrnimvm 2 I; d" clearance Io Ddjacanl concre'a screws unless other. -Ise SEE NOrF 31� \ I I 1 =EE NptE 2 y - e noted - b coracle >cr„w man�fx hirer InsMn DETAIL I gconfguroilur OLlswirrg ccriga0lior z f �v 1 � W 0Q NO 3 a � 13� STRIKE -r ATF c AI 2 15 6ASONRY DPENwc KING OFTArL HINGES (3) LOCA 9 9 4 6', 40,71' AND 71965" FROM 70P OF rRAME TO CENTER LINE OF 4WGE. BOOK ANCHORING I z w O V �o 2A -� Wi ' BUCK 6 INSTALL4T10N 30 Wj IX BUCK INSTALLATION T_ R H EAD 4 JrIM85 I are 9 /2/08 i zwt NTS ° 41 c w. sr: 3 Lf5 9 0 J in n is 1 I n� ti V 3� � DCCR € G3SSS b55 /tiiRESI�fIP3FJ FRA.uE f;, �1ODF °E ROLL — POS1T14E k €ATfYE - - - - - a0Z41 E -- N SiC1N': OihAEN370F! TYPE = N^ BWIN r 37.50" x 92 00" 21 00' z bJ 00' GI 5 0.0 50.0 OUTS'NING 3750" x 90 $a 21.00` x 63.00" 460.0 .60.0 � W 0Q NO 3 a � 13� STRIKE -r ATF c AI 2 15 6ASONRY DPENwc KING OFTArL HINGES (3) LOCA 9 9 4 6', 40,71' AND 71965" FROM 70P OF rRAME TO CENTER LINE OF 4WGE. BOOK ANCHORING I z w O V �o 2A -� Wi ' BUCK 6 INSTALL4T10N 30 Wj IX BUCK INSTALLATION T_ R H EAD 4 JrIM85 I are 9 /2/08 i zwt NTS ° 41 c w. sr: 3 Lf5 9 0 J in n is 1 I n� ti V 3� � DCCR SEE NOTE 3 6UC,t ANCHORJNG N /NGE JAMB IRA ME ANC ASTRAGAL STIIKE JAMI NIN51 DETAIS I✓asanry 2,1 buck conslruclion FRA.uE �- m — NO TES 1. !/ 4" Eko Concrete screws onchonng 2x beck require a minimum c ecti 10 masonry edges a 1- 1,'4' \ I '{ 1 X W MAS IiRr OPENInrG � minimvm embedment and o minlm(,m d ciao a',ce to odjoce -,t concrete se a 's SubsLt !on of equal � r cone e'e screws hom o different supplier icy ho '9 different edge olsio,ce and cente cistonce regwremenfs Concete sc!e'w ;ocopons of the comers and of osf - oga, iocotiens mcy be odJus'ed to rnainloin the minimum edge dfstance to moriarjoinb. U concrete screw bcat'ons Holed as MAX - ON CENTER" musr be s w �, ; o od „usfed to mainfoin fhe minimum edge dislonco to mortar joints, Octa lo�rol concrete sc: ews may O a z FRAME 4NCHORING o,'Tpr "CTES z !rS r ".k 1 3j 16' TAPCONS REQUIRE A MrNIMUU 2" CLEARANCE TO MASON;?" EDDES AND A Ali vlu VM 2 0.EAR.Y'.CE r0 aC_4; EN' raoCONS 2 r r4PCONS REOOPE A WNWL'M 2 -1/2" CLEARANCE TO u rJRr c 50 _ aV OG_S C a u'ti'M M L rr 3 CLEAPAV, a GE ., DJACENi TA-CGNS 3 ,,HEN ANCHORNG DOOR FRAME UTILIZING 4 'x BUCK THEN ITEM /5 IS SLBSnTLTED WITH ITEM /30 !I.'a" x J - 3;4' ELCO ANCHCRI THE OUA.NTItt A,ND SPACING OF ANCHORS DOES N07 CIiAwCE. SEE NOTE 2 a 0 z xrs 9 25 08 csE N. L S. Esc. JK o a s LFS Ave. en 4EM ow r MASONR OPENIrst 2x BUCK — T _ I [ C2 e, T SEEDEI All o r•AA$Or1RY TIP , HEADd 6 1 OPENING - JAtiIBS �SL R�S h I i ASTRAGAL UTCIH i DEA DBOIi DETAIL -- T RAY - ill -- SHO'NN FOR REFERENCE - z �w 2x BUC[_ p S EE ^IC'E2 r SEE DETAIL � I \ I SEE NOTE 2 � If 11 S Y T ll W R W �BuildingConsultants, Inc. I o a L Lngm � eelii)g elvices for the Building industl) C P.O l3m 230 valrieo. FL 3359 f hone 913.654 4197 I'ecFimilc 613 754 n989 T Beard of Plole,slonal Enginccr Certilicalc of ,Au[II,,I ,,lion No- 8811 Product Evaluation Report Report No FL -4760 I Date, September 30, 2008 Product Categoi) Ezrelfor Doors I'rvJucf sub category Swinging I \teiiot Door \ssembIies Product Name. Distinction Series Fiberglass Door Inswinor0utswing Nlanufachlrer: Nan Ya Plastics Caiporation Plastpro Inc. 9 Peach Tree Hill Road Liv ingston, NJ 0'039 Phone: 900 779 0561 Facsimile: 973.758.4001 Scope. phis is a Product Evaluation report issued b) R W' Building Consultants, Inc, and Lyndon F Schmidt, P . (Sys(em ID N 1998) fol Nan) Plastics Colporation, Plastpro Inc based on Ruie Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval. Department of Contnwnit)' Affairs - Florida Ruilding Commission. R \N Building, Consultants and Lyndon F. Sc.h lilt, P E. do not have noi� will acquire financial Interest In the Company nianufach -11 1`0 or distributing the product or in any other entity a 6 v 11 rd in Lire approval p rocess of the product nanled herein. This produel has been evaluated for use in loca(ions Idherilig to the Florida Building Code (?1007 Edition. See Dra +ing Nn FL- 4760.1 prepared b) ' R W Building Consultants, Inc. and signed dnd sell b, L,ndon F Schmidt, F.E. (PL N 43 409) folr Specific use parameters. Lyndon T. Schmidt, P,E, FL No 43409 Septenil?el ,{), :'009 Limitations This product lids been evaluated and is in compliance with the 2007 Florida Building Code I,FBC1 st, LIMI,al requirements e.,'cluding the "High Velocity Hurricane Zone" (NVHZ). 2 Product anchors shall be as hs(ed and spaced as shown on details. Anchor embedment t�� base material shall be be) and wall di essing or stucco, \Then useJ in areas requiting wind borne debt is ooteetion this product complies „ith Sc (IcH,I 609.1 2 of the FBC and does nor require all impact resistant covelin .This Product rn.et9 n w i� 2 g SS level "D and includes 41'ind Zone 4 as defined in ASl N.1 61996. �. c For s s tud fralL uI I e 4 CC It, U rCl i 1 , -� n l , altC h(1nl fill ,. n I e,e uni ' is shat I 1 b _ the 1.1 a ' c sa e a. nha I ivv ( S 1( II fLal � b(ICI: s C sort, cLU_hucliott, Site conditions that deviate hom the detalls of this dra„ in2 require further engineering analv'sis by a licensed engineel or registered architect 6. See Di R it 4 FL- 4760.1 for size and design pressure ratin-s, Lyndon F Schmidt. P E FL ND 43409 CeptClnbel , 0, Supporting Documents A Dia Dalving No FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Inswing Ours \v 1ng 'Impact" prepared by R W Building Consultants. Inc. (Florida Board of Professional Engineers CertiF)ca(e of Authorization No. 9813).. signed and sealed b) London F, Schmidt. P.E. B 1 est I, Testing per AS FN1 E330.02. ASTN 61886 -02 and ASTNt 61996 -02 as performed brit Testing Evaluation Laboratories. Inc. and reported in test report number 2004 0 7 -1 3 -01 ti. wIII by Wendell W Haney, P E. ?- Testing per ASTN1 E330 -02, ASTN1 E 1886 -02 and .ASTN't E1996 -02 as performed Te_ by hn I , , Eva la(i I l I 3 n Labor atu tics, n s Inc. a � and r g e >o t e I i ed in lest report number 2004 -09-24 ' 021). w itnessed by Wendell W. Haney, P E C Calculations Anchor analysis for loading conditions. prepared, Signed and sealed b) Lyndon F Schan dit- P, E D Othel I. C'eitifrcate of Participation 1551-1zd b;' National ,Accreditation & Nlanageinenl Institute. !nc certifying that Nan Ya Plastics Corporation, Plastpro Iltc. is ntanuPacitrrin products vvelhit3 a quality assurance program that complies A ith ISO /IEC 17020 and Guide 53. L} Haan F. Schmidt. P F PL No. 4.3'409 September ,0, 2008 i i e V U e -z� 1 c m I N M I 0 I n 0 - L I L( �Ul U' WN M N Q I �� I C � I } ! O N Ol I IP =N i U1 m ?u N LL m0 ■ L r � I w z O d d z • 3/45 4 FE 6UC,t ANCHORJNG N /NGE JAMB IRA ME ANC ASTRAGAL STIIKE JAMI NIN51 DETAIS I✓asanry 2,1 buck conslruclion �- m NO TES 1. !/ 4" Eko Concrete screws onchonng 2x beck require a minimum c ecti 10 masonry edges a 1- 1,'4' \ I '{ 1 minimvm embedment and o minlm(,m d ciao a',ce to odjoce -,t concrete se a 's SubsLt !on of equal r cone e'e screws hom o different supplier icy ho '9 different edge olsio,ce and cente cistonce regwremenfs Concete sc!e'w ;ocopons of the comers and of osf - oga, iocotiens mcy be odJus'ed to rnainloin the minimum edge dfstance to moriarjoinb. U concrete screw bcat'ons Holed as MAX - ON CENTER" musr be s �, ; o od „usfed to mainfoin fhe minimum edge dislonco to mortar joints, Octa lo�rol concrete sc: ews may O I r91,jred io ensue f ^ rr' Or cen'ef Jima - ;ar Is nCf exceeded, DETAA 2 2 I; 4 "' 1 T concrete screws oncnanng home and sdl req If a rnlnrmum 2 I,'2" clearance 1c ma5, ,ry edges o 1.114 minimum embeds elf and a minimum 3' ciaronce c to adjocenf con_refe screws. S_b!ihlft on of aqua+ I� SEE '.OfE JQ' p I concrete screws horn a different suppier may hove diHerenl edge distance and censer drsfonce F )SEE NOTE 2 requirements . Concrete screw locations of rho tamers and at ashogal locodons mat be adjusted fa maintain I Y h f It's minimum edge c; land to mortarjoinrs. If cancre'e screw Iocafions noted os 'MAX. ON CEN ?ER” musr be - ° z adjusted fc maintain fie minimum edge distance to monorfl odditionoi concrete screws may be required ID ensure the maximum on censer dimension is not exceeded. i N, r. S. 3 3/16 ITYN conc;efe scre',Ns onchonng Game and /w sill require o minimum 2-5 3" c %earance fo mo3oruy edge!, O I -I; 4" rninrrTUm embedment and o mrnimvm 2 I; d" clearance Io Ddjacanl concre'a screws unless other. -Ise SEE NOrF 31� \ I I 1 =EE NptE 2 y - e noted - b coracle >cr„w man�fx hirer InsMn DETAIL I gconfguroilur OLlswirrg ccriga0lior LK ��, � LFS � T ll W R W �BuildingConsultants, Inc. I o a L Lngm � eelii)g elvices for the Building industl) C P.O l3m 230 valrieo. FL 3359 f hone 913.654 4197 I'ecFimilc 613 754 n989 T Beard of Plole,slonal Enginccr Certilicalc of ,Au[II,,I ,,lion No- 8811 Product Evaluation Report Report No FL -4760 I Date, September 30, 2008 Product Categoi) Ezrelfor Doors I'rvJucf sub category Swinging I \teiiot Door \ssembIies Product Name. Distinction Series Fiberglass Door Inswinor0utswing Nlanufachlrer: Nan Ya Plastics Caiporation Plastpro Inc. 9 Peach Tree Hill Road Liv ingston, NJ 0'039 Phone: 900 779 0561 Facsimile: 973.758.4001 Scope. phis is a Product Evaluation report issued b) R W' Building Consultants, Inc, and Lyndon F Schmidt, P . (Sys(em ID N 1998) fol Nan) Plastics Colporation, Plastpro Inc based on Ruie Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval. Department of Contnwnit)' Affairs - Florida Ruilding Commission. R \N Building, Consultants and Lyndon F. Sc.h lilt, P E. do not have noi� will acquire financial Interest In the Company nianufach -11 1`0 or distributing the product or in any other entity a 6 v 11 rd in Lire approval p rocess of the product nanled herein. This produel has been evaluated for use in loca(ions Idherilig to the Florida Building Code (?1007 Edition. See Dra +ing Nn FL- 4760.1 prepared b) ' R W Building Consultants, Inc. and signed dnd sell b, L,ndon F Schmidt, F.E. (PL N 43 409) folr Specific use parameters. Lyndon T. Schmidt, P,E, FL No 43409 Septenil?el ,{), :'009 Limitations This product lids been evaluated and is in compliance with the 2007 Florida Building Code I,FBC1 st, LIMI,al requirements e.,'cluding the "High Velocity Hurricane Zone" (NVHZ). 2 Product anchors shall be as hs(ed and spaced as shown on details. Anchor embedment t�� base material shall be be) and wall di essing or stucco, \Then useJ in areas requiting wind borne debt is ooteetion this product complies „ith Sc (IcH,I 609.1 2 of the FBC and does nor require all impact resistant covelin .This Product rn.et9 n w i� 2 g SS level "D and includes 41'ind Zone 4 as defined in ASl N.1 61996. �. c For s s tud fralL uI I e 4 CC It, U rCl i 1 , -� n l , altC h(1nl fill ,. n I e,e uni ' is shat I 1 b _ the 1.1 a ' c sa e a. nha I ivv ( S 1( II fLal � b(ICI: s C sort, cLU_hucliott, Site conditions that deviate hom the detalls of this dra„ in2 require further engineering analv'sis by a licensed engineel or registered architect 6. See Di R it 4 FL- 4760.1 for size and design pressure ratin-s, Lyndon F Schmidt. P E FL ND 43409 CeptClnbel , 0, Supporting Documents A Dia Dalving No FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Inswing Ours \v 1ng 'Impact" prepared by R W Building Consultants. Inc. (Florida Board of Professional Engineers CertiF)ca(e of Authorization No. 9813).. signed and sealed b) London F, Schmidt. P.E. B 1 est I, Testing per AS FN1 E330.02. ASTN 61886 -02 and ASTNt 61996 -02 as performed brit Testing Evaluation Laboratories. Inc. and reported in test report number 2004 0 7 -1 3 -01 ti. wIII by Wendell W Haney, P E. ?- Testing per ASTN1 E330 -02, ASTN1 E 1886 -02 and .ASTN't E1996 -02 as performed Te_ by hn I , , Eva la(i I l I 3 n Labor atu tics, n s Inc. a � and r g e >o t e I i ed in lest report number 2004 -09-24 ' 021). w itnessed by Wendell W. Haney, P E C Calculations Anchor analysis for loading conditions. prepared, Signed and sealed b) Lyndon F Schan dit- P, E D Othel I. C'eitifrcate of Participation 1551-1zd b;' National ,Accreditation & Nlanageinenl Institute. !nc certifying that Nan Ya Plastics Corporation, Plastpro Iltc. is ntanuPacitrrin products vvelhit3 a quality assurance program that complies A ith ISO /IEC 17020 and Guide 53. L} Haan F. Schmidt. P F PL No. 4.3'409 September ,0, 2008 i i e V U e -z� 1 c m I N M I 0 I n 0 - L I L( �Ul U' WN M N Q I �� I C � I } ! O N Ol I IP =N i U1 m ?u N LL m0 ■ L r � I w z O d d z • 3/45 4 FE � M f IAMI J �4UE WAbll -DADE COUNTY, FLORIDA s> t fE'IRO -D.ADE FLAGLER BUILDING BUILDING CODE COMn ANUS OFFICE (BCCO) 140 WFST FLAGLEIt STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAML FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACC EPTANCE (NOA) PCT Industries P.O. Boz 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable Hiles and regiAlations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in N i smi Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). lUs NOA shall not be valid after the expiration date statrd below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Nfdami 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 AIV may immediately revoke, modify, or suspend the use of such product or materiAJ within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deter fined by Miami -Dade County Product Control Division that this product X rmaterial fails to meet the requirements of the applicable build"a_nig code. This product is approved as described herein, and has been designed to comply with the Horida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH- 4000" Aluminum Single Hump VV'Indow APPROVAL DOCUMFNT: Drawing No. 2736, titled "Alu --L Single Hung Window W/ ST - D. MTO. Rail", sheets 1 through 7 of 7, prepared, signed and sealed by Robert i .Clark, P.E., dated 12/15/04 with revision "F", on 09/20106, bearing the Miami -Dade County Product Control Rerrewal Stamp with the Notice of Acceptance number and expiration date by the Maori -Dade County Product Control Division. NLISSILE IMPACT RA'T'ING: None LABELING: Each unit shall bear a permanent label with the o�aanufacmrer's Dame or logo, city, state and following statement: "Mami -Dade County Product Control Alrvved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal rlppllcadon has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. NCsuse of this NOA as an endorsement of 1ny product, for sales, advertising or any other purposes shall autoa:atically terutinate this NOA. Failure to comply with any section of this NOA shall be cause for terminaboa and removal of NOA. ADVERTISEMENT: The NOA number preceded by the weds Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC11ON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, llds NOA revises NOA # 05- 0104.05 and, consists of this page I and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted doctuneotation was reviewed by Jaime 1). Gascog, P.E. oft NOA No 06- 4706.04 KU '� Expiration Date: September 30, 2411 I0 Z Approval Date: October 19, 2006 WW Page I PGT Iodustries NO TICE OF ACCEPTANCE: E VIDENCE SUBMITTED A. DRAWINGS . I. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum Single Hung Window W /STD.1bfrG. Rail" Sheets I through 9 of 9, prepared by the manufacture dated 12/15/04 with revision "D", on 12115/04, signed and sealed by Robert L Clark, P.E. B. TESTS 1. Test reports on t) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3654 signed and sealed by Joseph C. Chan, P.E. "Submitted under NON # 058- 0104.05" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along w ith marked -up drawin 'n and installation a on din m o aluminum i g f lum um s n le hung P gs ?:T g g windows, prepared by Fenestration "resting Laboratory, Inc., Test Report No. N'TL. 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058 - 0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with markcd-up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4179 dated April 07, 2004, signed and sealed by Edmundo 3, Largaespsda, P.E. "Submitted under NOA # 058 - 0104.05" 4, Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2. t (b) and TAS 202.94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration "Testing Laboratory, Inc., Test Report No. FIL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, RE, PGT Indust_ - _ x _Les �J. D. Gas P.E Cldef, Product Control Division NOA No 06- 0706.04 F- piratioa Date: September 30, 2011 Approval Date: October 19, 2406 B -1 NOTICE Ok ACCEPTANCE EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations, ASTM -E 130002, and structural analysis, prepared by POT Industries, dated 09120106, signed and sealed by Robert L Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STAT'ENIENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L Clark, P.E. "Submitted under NOA # 04- 0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. V11 -2959, 2960, 2%1, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. 'Submitted under NOA # 04- 0714,06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (F13C). 2. Notice of Acceptance No. 05 -0104.05, issued to PCT Industries, Series SH -4000 Aluminum Single Hung Window, approved on 03/24105, and expiring on 09/30/06. QUANTITY ANCIHOR/31J1133TRAT OF ANCHORS REQUIRED ADO AJ8 SPA06 QN, TO 1.D OL4SS RECIPES. EACH JAMB _., 1 '' G8 DESIGN PRESSUIRE3....... E T1 TABLE 2 `ANCHOR TYPE /SUBSTRATE KEY 3r1N = #12 SCREW IN WO OD 2M1 = 114' SS4 CRETE -FLEX IN WOOD 12X = Ir4' TAPCON OR 1/4' SS4 CRETE -FLEX IN CONCRETE (SEE APPLICATION N01 AND DETAILS ON SHEET 6) NOTE, ANCHORS NOT REQUIRED IN HEAD OR SILL GLASS TYPE KEY A- ir8'ANNEALED 8. 1/8' TEMPERE=D C. 3116 ANNEALED D. 1/4' ANNEALED E. 3/16'TWPEREO 4.1/2 I.G, 1/8'0 4" AIR SP CE ( ) I A P 114" TEMPERED 1 11VA k H. 112' I.G, (3116•A, 3118' AIR SPACE, 118'A) J ir2' I G. (318 AiR SPACET) �f�ODUC1 � 0 " _ J J. yU1 E CMMC1r0 NOTES 3, 4, T 4 d44W PAGES. ADO NOTES. WINDOW HEJGHT KxoMl9, FL $42 is FX 12115W WINDOW WIDTH GLA$8 TYPE 26 — WW Ki 38 318" tw,: 505181, NOKCt,N6. FL U-174 F. K 63" Tb" VW i,2JC 31W 4/W 1,2/C 31W r-2 V 1,2fC 31W 2iW 1, VC 3!W 2 W 1,8/C 19118 A 4 4 4 4 4 4 4 4 6 4 4 6 4 4 4 B,E,F 4 4 4 4 4 4 4 4 8 6 8 6 6 6 6 C,D,Q,H,I,J 4 4 4 4 4 4 4 4 8 8 8 6 8 8 6 24" A 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 13,E,IF 4� 4 4 4 4 4 t3 4 8 8 8 8 ti T 6 6 4 4 4 4 4 4 8 4 8 B 8 8 8 8 8 28 112" 4 4 4 4 4 4 8 8 I 6 6 4 8 4 8 4 6� 4 8 4 4 4 4 4 a 8 --- 8 6 t3 __ 6 ___ _ 6 rD,%H, 4 4 4 4 4 48 6 8 8 6 5 6 6 6 32" 4 4 4 4 4 ft 8 6 ) 8 8 6 8 8 4 4 4 4 4 4 4 4 8 8 5 6 6 6 8 5 6 5 4 4 4 4 4 8 6 8 B B 8 6 B 0 t3 37 A 4 4 4 4 4 4 8 4 6 5 8 8 4 4 6 8,E,F 4 4 4 8 4 6 B 8 6 5 6 6 8 8 8 C,D,G,H,I,J 4 4 4 B 4 B 4D" A 4 4 4 4 4 4 6 �- 6 5 t3 8 6 4 4 B B, E,F 4 4 4 8 6 6 8 I -4- 5 6 8 8 8 8 8 C,D,G,H,I,J 4 4 4 8 6 8 8 1 6 8 8 6 8 8 5 8 44" A 4 4 4 4 4 4 4 4 B 8 6 8 8 4 8 B, E,F 4 4 4 8 6 6 8 6 6 8 8 8 6 10 8 t3 B C,.171,G,H,I,J 4 4 4 6 8 6 8 6 8 8 6 6 8 48 A 4 4 4 4 4 4 4 4 8 8 8 8 6 8 6 g,E,F 4 4 4 8 ` 6 6 6 6 8 6 6 10 6 6 8 C,O,G,H,1,J 4 4 4 8 6 8 8 6 6 6 6 6 6 6 6 53 Va" A 4 4 4 4 4 4 4 4 4 4 4 8 8 6 8 8,E F 4 4 4 6 6 6 6 6 8 6 6 8 6 6 10 C, D, G, H, 1, 1 4 4 4 8 6 6 6 8 6 6 8 6 8 6 8 09rdaiJd F REYIS & FABLE ANChIOR 01„i,W TtTtE i 0,5�25A?d f REVrSE ANiJ UPOA M"CFfORAGE f �-- 11/iSlW �p NfW - - 10701EGHNOLOGY DRIVE 1 N OF(D d 8, PL 34275 P.0 egg 1620 NOKOI,t13, f13r274 Gv ANCHORAGE SPACING, 1/1 WINDOWS Zp 0(, AL UM. SINGLE HUNG WINDOW, STD, MTG, RAIL 1'61 L CW k, v E. 90000 NTS 1 7 d 7 2736 F $",rat GENERAL. NOTES NON- IMPACT WINDOW I . GLAZING OPTIONS: A. 149' AM415ALEO 01-A55 S. I V TEMPERED GLASS C. 3116' ANNEALED GLASS A. 114' ANNEALED GLASS E- 116' TEMPERED GLASS F. 114' TEMPERED GLASS G. 1 I.G. GLASS CONS48TINO OF (2) LITES OF 1.'8' ANNEALED GLASS WITH A 1/4' AL9 SPACE BETWEEN. it IT 1.13, GLASS CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 118' ANNEALED GLASS WiTH A 3116' AIR SPACE BETWEEN, 0 I, 112'1 G. GLASS CON8ISTNG OF (2) UTES OF 119" TEMPERED GLASS WITH A IW AFt SPACE BETWEEN. J 1/2' I.G. GLASS CONSISTiNG OF (1) LITE OF 3116' TEMPERED GLASS AND (1) LITE OF 118' TEMPERED GLASS WTTIi A 3x18' AIR SPACE BETWEEN, 2 CONFIGURATION, I/1 OX 3, DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A. NEGATIVE DESIGN LOAD$ BASED ON TESTED PRESSURE AND GLASS cL TABLES AST74 E i30U2. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ABTM E 1300 -02. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPL1CASLE IN MIAMI CADE COUNTY 4. FOR ANCHORAGE REQUIREMENTS SEE StiEETS 6 AND T THE 33 163 STRESS INCREASE HAS N0T BEEN USED IN THE DESIGN OF THIS PRODUCT. S &*)"ERS ARE REQUIRED WHERE WPACT RESISTANCE IS REQVRED. SHUTTERS MUST BE MIAMI -DADS COUNTY APPROVED FOR MTALLATiON IN MLAMIDADE COUNTY, 6, SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. 7, REFERENCES: TEST REPORTS FTL -2959, FTL-29ao, FTL -2961, FTL•2MI, FTL -3654, FTL4179, AND FTL -4379. ELCO TEXTRON NOA:04-0721.01, 03-0229.05 ANSI!AFBPA NOS -2001 FOR WOOD CONSTRUCTON ADM-2040 ALUMINUM DESIGN MANUAL 8, THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDIT!Oty FOR THE HIGH VELOCITY HURRICANE ZONE (HWZ). M HE 34 Vr MAX FVED LITE DAYLIGHT OPE 4ING 34 116 ' MAX. VENT DAYLIGHT OPE 4INI 53 118' MAX. WIDTI 49 118• MAX. FIXED LITE DAYLIGHT OPENING I 48 iW MAX VENT DAYLGHY OP q NQ OUTSIDE ELEVATION FX 6®m F ADO AJ8 SPA06 QN, TO 1.D OL4SS RECIPES. ELEVATIDNS,,..- ........... _., 1 '' G8 DESIGN PRESSUIRE3....... E T1 ) 10791EC. VOWGY DRIVE J J. yU1 E CMMC1r0 NOTES 3, 4, T 4 d44W PAGES. ADO NOTES. KxoMl9, FL $42 is FX 12115W R$AR4Y4V 6 A"D Ai T EA TR. AODY CJL45$ JYPf$ I !2A? P O, BOX 1529 WW Ki tw,: NOKCt,N6. FL U-174 F. K 12/7 ImI .l .1 5 CONCRETE � 1 318" MiN. CMU 1 114' MiN. 114' MAX. SHI GENERAL NOTES AND ELEVATION ALUM. SINGLE HUNG WINDOW, STD, MTG, RAIL /csif�l') Brt t4Y rvaa4dse sti.r a,».1w s,c SH'IOL o NTS 1 y 7 273& F CONCRETE ® 1 3/8' M 1 3A9'_ CMU � 1 V4' MIN. 114' MAX. SHIM •-- V MAX. SHIM--� _7 • ..4r 1.750' 1 I I 1 4J `� I I ' _ CONCRET r �`� WINO ANCHOR SEE NOTER I U1�1(j1J1Ul11� CONCRETE ANCHOR_ ( I� ?J �JttuUtI1J111� ® SEE NOTE i .: SEE NOTE i 1.7 S 1.T tut___ � I tM MIN. Asl CONCRETE 1X WOOO &JCK (SEE NOTE 2) IN, M4 CONCRETE ® 2X WOOD BUCK (SEE NOTE 2) OR MIN. 1,5ksl CMU OR MIN. 1.SksJ CMU lEXTEPUDR) (EXTERIOR) (EXT ERIOR) DETAIL. t DETAIL 2 DETAIL 3 12ICAL JAMB NCH AGE NOTES. I. MIAMI -DADE COuNTYAPPROVED ANCHOR TYPES; 1. ELOO iW TAPCpN 2. ELCO 1/4" SS4 CRETE -FLEX MASONRY SCREWS 3. #12 SCREW ®FOR CONCRETE APPLICATIONS IN MIAMI -DACE COUNTY, USE ONLYA80VE APPROVED 114' TAPCONS OR SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750' FOR WOOD APPLICATIONS USE #12 STEEL, 05 SCREWS OR 1/4' ELCO $34 CRETE -FLEX ANCHORS. 2. WOOD BUCKS DEPICTEO iN TT4E SECTIONS ON THiS PAGE AS 1x ARE BUCKS WHOSE TOTAL THtCKNE88 rS LESs THAN 1 117, WOOD BUCKS DEPICTED AS 2x ARE 1 1,2' 7 OR GREATER. INSTALLATION TO THE SU$STRATE OF WOOD BUCKS TO BE ENGINEERED BY OTIIERS OR AS APPROVED BY AUTHORITY HAVING JURISOICTION. 3. WOOD BUCKS LESS THAN 1 1R' THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE'TLY TO CONCRETE) 4. FOR ATTACHMENT 10 ALUMINUM. THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063.13 ANO A MINIMUM OF 1/18' THICK. TT* ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET T FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED, S. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL -4253 AND FTL - 4378). 8. 53 1/b' WIDE x 76' HIGH UNITS TESTED W FULL DESIGN PRESSURE AT THE FOLLOWING SPAGNG: dBS' S' MAX. FROM CORNERS, 8 1/2' B ELOW MEETING RA IL MO 1 T' A8QVE THE LOWER MEE r(NO ,RArL ANCHOR. 3• MiN. ANCHOR 3PAONG. 7 FOR INSTALLATION IN MIAMI - DADS COUNTY REFER TO DIMENSIONS OF NOTE 8 AND ANCt+)R QUANTIES PER JAMB IN TABti 2, $HEET 7. ADDITIONAL ANCHORS, tYHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND ME ETING RAIL ANCHORS, 6 MiATERIALS, INCLUDING BUT NOT LIMI1 ED TO STEEL SCREWS, THAT COME INTO CONTACT WITI i OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003 8.4ISLIPPLEMENT 20M), 1or0 TECHNOLOGY DRIVE E REYER5S ANGtK1R SHTS. 6 RINSE fuYCt K717AGE NOTES NOKCMIS, FL 74273 721 5254 O ZOAAAW. UOATPD NOTES 6 REMOVED HEAa 6 s ll SEC BONS P.G. Sox 1129 0k. - I — - NOKa1C9.. FL /4274 ANCHORAGE DETAILS ALUM. SINGLE HUNG WiNDOW, STD, MTG. Rr bJj Qetta -r d..r w sp4w NTS ti 7 2738 F NOA DRAWING MAP 1"t Q L rk, P E. PE #'n712 ^_ S4urrurei 4'.It ►I . 4V /I b obar, . Ch A, P E. PE 0 12 suud -rml I� M V z U1 Z M Ln 10 0 ff r, ~ W Z ON m N WN �. D QM 0 Q V >� �m Ly N N Z =N Ul �u W NU ft m 0 trrsr OL r� ��r SHEET GENERAL N0TE3 ............. 1 ELEVATIDNS,,..- ........... _., 1 GLAZING DETAILS .... ....... 2 DESIGN PRESSUIRE3....... 3 VERT, ONS._...... SEC n .. 4 HOR1Z. SECTIONS_ _ ......., 4 PARTS LIST ....................... 5 A W 40 RA G E ..................... 6-7 1"t Q L rk, P E. PE #'n712 ^_ S4urrurei 4'.It ►I . 4V /I b obar, . Ch A, P E. PE 0 12 suud -rml I� M V z U1 Z M Ln 10 0 ff r, ~ W Z ON m N WN �. D QM 0 Q V >� �m Ly N N Z =N Ul �u W NU ft m 0 trrsr OL r� ��r SOFFIT AIR FLOW TABLE • � R W Building Consultants, Inc. z � rm � � a AIR FLOW THE SOFFIT A �1a COIER,GE R AIR FLOW p@ 1'I m SOFFIT TYPE SOFFIT TYPE , $ B tTl Consulting and Engineering Services for the Building Industry Q Q iinnAA n p a aow ec . ear ow c r , v m 1111 444444 \\ a ;? ^ „° ;; "``"� ^` °" C ~` "` °w 44 = o g P O Bo; 230 Valrico, FL 33595 Phone 813.659 .9197 Facsimile 813.754,9989 J CJ3 Z 0 N aE NARRJ "T ° 444444 .125' - ti - 3.91 2.71 /e (�'' Florida Board of Professional Engineers Certificate of Authorization No, 9813 9 LL t; 44444444 4 ft M , \\ \\ \ m g f 444444 4 - g [� Z m D AMERICAN CONSTRUCTION METALS as \\ \ \\\ f b �� 4444444 t N \ \ \ \\\ \ \ \a\\ "NAARO i v Fuu c¢nT 11.74 6.1 44444 p Q \\\ \ \ \\\ �a\ \\ai\\\ a PA TERry 11 .T4 8.15 q P;" Fn 44 4444 n a �_� g E S \\\ \\ \\\ \\aa\\a\\ 0 44 lJ Q Ln \ \\ \a \\ \a\ 1 - ` p 2 a s-4 U In Product 5140 West Clifton Street � � � nn I � Tampa, Fl. 33634 3 ULI,•J,t -4 FuLlV5NTVrGE 3 69 2.56 °,% 44444 RAnENN EN 3.69 2.56% rArsRN 444444 � W \ Product Evaluation Report W \ \\aa\ 44444444 O i \\\\\ \\\ 444444 0 �] �� SSS A Q \\\ \\ \\ 4444 "TRIPLE 4" & "QUAD 411 \` \ \\ n n , n n n U }� \ \\ 44 44 \ ° � 154" � 4444 touAER FArERN'FUU scvEl 444444 (LOUVERSFT)CNALNSAME ALUMINUM SOFFIT y 1 r 25' oIRECRaNAsRas; � ' - �omvoo�o4 � Report No.: FL 1 � 2019.1 R < �im TRIPLE 4 (741 2 02" � �� 1 { 44444444 0 � � � N 14 -0121.0115 RACK) :1 >' ? - ,0155 DI 55" 11 444444 y p 7� ,( 11 /� P 2 1 140 0135 "RACK) 2 m w 44 44 0.3b0" Z M d Date. M arch 3 2009 4" 6' OR B" .-! o �44 '3 v w i 7� W ( 1 VIEW "A -K j4 x5CA`EI GENERAL NOTES I. THIS PRODUCT HAS BEEN EVAIUA.TED AND IS IN COMPLIANCE WITH n FASCIA ( � � " CHANN EL ? 44444444 FULL V ENT • WIDE PAnER G o Pi OdLICt Category: Pallet W a ll s U 3 F" CNANN_E i z U Aluminum 41um{num _ 404444440 5- 6 Lawere formed In same °i THE 2007 2907 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY as minum 44444444 Directlon c. -its) p00°A v W N W E".aoa\a aa�"v�a� d D- 44 4444 \ \ ° ° O� i n g �, • SOf{Tt5 m U HURRICANE ZON aiaiaiva as v� 44 °4 °° v PCO�lICt Sllb -Cate 01 iv aVAaaiaa 1.�N�.,� \��AAa _ _ 33" CCvE0. AGE iREfl - � 44 AS LISTED AND SPACED AS SHONN ON a as \ \i \a \ \� \� \`� > \0 -- r a,e isr 2 PRODUCT ANCHORS SHALL BE a a\i a \N �1 RU N001 (` 3J" �-' r40ur 7 p ° p4 ° ° 0 , vaaa® v`��v 1 r` DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND Product Na / l� wnuoRESSINCOR STUCCO \i \ ` Dl - L oISIR - / 1 - s ' ° °oo'o me: "Triple 4" & "Quad 4" AluminTUn Soffit av , CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO aaavia I 25" �v Nv� - 0• cv i 031 I R -- . 0 42" - i � 3 SITE COND40' 4 ° °pOp�A ° FURTHER ENGINEERING AIJ,4LYSIS \ >�a � h �\iaa \ \a\ \\w� \`�� Z 'Z QD -- 7" � � Q O � Q Q ° p04 °00°i � 1111taCtllCer: A merican Construction Metals O \i \a aa\ ti\ AS° 0 0 0 0 0 -- op ° \ °p c 400 West N4cNab Road 4 WOOD /CMU WALL CONSTRUCTION, BY OTHERS, MUST BE DESIGNED aiv 40' a� p° °\ i FROM hbD /OR 7" X 2' as ° 4 ° °°4 N U BA TEN STRIPS. \ \ \\ \ N: a 66 ° -- _ 33 � 0 0 0 0 0^ O \ °��oov PROPERLY TO RECEIVE LOADS FROM Fort Lauderdale, FL 33309 �iai \\ �\ a _J 33° a p ° o a Ph. (954) 970 -9999 RIB AND END DETN S p0 � o00oan� 17' CO VE R AG E IDUb'ER FAfiERN 11 - It OU, ERS FORMED IN SAME \C ° 04 ° °0 O°° \\ \ a tR TABLE O f CONTENTS a" PITCH Sc 2 5 %8" w1crN Av+wE F CR tou:ERS cRECnoN °s Rlas) °\\ p°°\ ° - SHEET Y DESCRIPTION 0m Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. a\ a a i a\ a \� \�� ` I rypiaol elevations, S general notes RIPLE 4 PANEL i h midt P , .E. (System [D # 1998) for American Construction Metals based on Rule Chapter No, D 388" \ pO 0 � \\\ \\ /� 2 Panel defaN i \ � `� cArE: 1 9/09 i T ° 3 Soffi detail and design pressures ° °ovv ® \� ^ ° z 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department o Cot nit) scut N. T. S. 1600•'COVERAGE - Affairs Flo O° p \° \\ DAte:01 /O1 /C9 4 _ Soffit detail and design pressures 69" REF) � °\ \ °° a°°° rida Building Commission. QUAD _4(Q4 4 D DWO B'h JK l EW "A- A'I4xsCALE \ap °m 4�a °O m4�� sc �, N,T,S. S Sofilt detail, design pressures and bill of materials LFS s Cr' PITCH - - 2.67' wron+ &E cR lOUbERS °� Dwo V! JK Q- , a121Di1s "r 1aK1 ° nil 4FU) a 4°° 1HK. Br: LFS RW Building onsultants and Lyndon F. Schmidt, P•E. do not have nor will acquire financial DRAWING No.l T ' \ FULL VENT - NARRO VENT PATTERN 04 -014 g y 1oISS R,cx1 - /� /� 7 5 6 O - FL -12019 1 p (Louters formed In game direction as rts) \ DRA W ING N.: o s Qu� -- UAD4PANEL FL- 12 "19 -1 interest in approval al proce of the manufacturing distributing b� t�ng the product or in any other entity involve s A - - - - - _.___ -_ . -- 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, fnc. and signed and sealed DESIGN fRESSURE (PS SINGLE SPAN LENGTH b } Y L ndon F, Schmidt, P.L. ( . F1 4 43409) for specific u p arameters. arameters. A - ROOF OVERHANG OVERHANG POSfiIVE NEGAtIVE SPAN a / SPAN " a ROOFO " �- ITEM 1 FASCIA .021 THK. A1. 3 105 • H 14 LF a' +70.0 141A - SEE riorE2 �' G _ g R03F ROGF v g L'1W To° +60.0 •60.0 Lyndon F. Schmidt P.E, FRArMG SEE DETAIL B RArIING 1 r' +50,0 50.0 ° FL No, 43409 ALJI11JUM AwMOUM g March 31, 2009 FLSCiA� 14" +38.5 •38.5 FASCIA 0? STEEL TRIH TRIM r a r � - - - - -- __� -_ 16" +30.0 30.0 =-- - - - - -- - - -- e �i - -- ! ----- - - - - -- - -- / /� CNU OR / T �- CMU C - GROUP 1 EXT• 15132" PLYW000 OR BETTER OP SGFF,i wGOD NOTE: SGFFIT W /5;8 "MIDLFJJ,BEDMENTj STEEL ______ wooD FRAMED i WOOD FRAMJNG AND CONNECTIONS TO BE DESIGNED FRAMED 09T'DI,4.TN.AIL w OD DETAit " E " % BY THE ARCHITECT OR ENGINEER Of RECORD FRAMED GET.AII ' F' M - 2 12d COMMON NAIL OR 3/16 IT'N CONCRETE SCREW DETAIL "G Uj 12d X 3 1 /4" CONTINUOUS H.D. GAVL. STEEL 1 X2 VERTICAL � MIN I -V 4" EMBEDMEMI �4 24" ON CENTER DETAIL E - PF 1463 Sheet 1 of 3 DEii�IL "H " - � BATTEN�CL z - cornMONrLAIL024"oc. FRAMUNGISG >o421 12dX3 -ljk' r SPAN SID VI - SI SPA W F- CHANNEL SIDE VIEW - SINGLE SP W /1 a W/ 13/4" h11N. Eh1B, ,ATTACH W/ 2-8d 4 TOP TO ROOF FRAMING m - N.D. G.AV4.. STEEL M' I,uN EMB. - - -- - -� -- -- ----- - - - --- J- - - � - -- COMMON NAILS �CO.. 4JN.AIL �s 24 °0 c SIDE VIEW -DOUBLE SPAN W /BATTE � °.� Snownw /tr��s� + am,�ga�err�eng) W/ 1 - L'4" Shov;n w/ truss aminq overhang) � oa (Shown w/ truss /framing cantilever) z E m - TRIM NAIL ATTACHED STAPLES INSTALLED 4 3 � 8 ° THROUGH FASCIA 12" O.C. (Ih1T0 WOOD) / 0 16" D C. MAX. a l� IN J s'r -CHANNEL SLOT -- - - - -- - --- - -- 8 STAPLES INSTALLED 24" O.C. (INTO WOOD) _ OR NJAIL ®1T O.C. \J STA, OF PANEL AND �� < A _ Erb PANENE A L AND - ON FCHANNEL LEG OR T -N -IL 17' O C, STAPLES LOCATED 11N10 WOOD a / NOTE: pM W 0 OOD OR MASONRY) 24" O.C. INTO FRAT.tING I OR MASONRY) STAPLES INSTALLED END LE NEL - -- 8 !,Af.X, O C. Y M 9 PA ANO --- -- - ISeE DETAIL DI Y _FOR SQUARE CUT OVERHANG m -- - - -- "MAX, OC. SPAN 4 " Roof OVERHANG ( AGA PANEL FASCIA FLAT Su �� ortin Documents (S - - - -- - -- \ '� 111 (SEE DETAIL D) SEE DETAIL DETAI " G " 11 8 _ L " I " � �� BI 5 6 �sHEET 4) STAPLES INSTALLED en ROGF z o I SEE NOTE 2 u O " DE TAIL " H " 5 6 RESIGN PRESSURH IPSO FRAMING - � - \ / j I ,- 17 N O C. (INTO WOOD) I Tivin SPAN LEN G TF" I j C IN F CHANNEL SLOT CRT NAIL �- - - - - -�- Dra Tng W /CONTINUOUSHAn•1V PoS111VI N aTN , I g it oc. �° -4444 - a 1. Drawing No. FL 12019.1 prepared by R W Building Consultants, Inc. (Florida Board of A' 9 / a (INTO WOOD OR MASONRY) = x - - -- - -- - - - -_ -- o Professional Engineers Certificate of Authorization No. 9813), signed and sealed by ! +70.0 1 Q g 8 70.0 / i I I � .� - -- -- - 8 = =F 1a' 1 � �, _ Lyndon F. Schmidt P.E. + 66.5 - - - - -_ - -� - 18' 66 5 C = _c = =_ kE STAPLES INS =a � II \ CMU OR END Of PANEL AND _ j t J 8 i i 20" +60.0 •60.0 WOOD �� B"MAX,0C o -- -- - ___ -- f 91 a B Testing � a (SEE DETAIL E, SHEET 51 - 0 iO 1. Testing per ASTM E3 -02 as performed by Testing Evaluation Laboratories, Inc. and as n / I!B" MAX, - O i 5 22° +54.5 •54.5 DETAIL ° I -J �e Z � � -� _ -I;e'• r.�.vc. -,.��, __- � 1 9 - z ; � reported in test report `1`EL 01 190073, signed and sealed by Lyndon F. Schmidt, P.E. I /B" MAX. - i �j 24° +50.0 50.0 DAF 1/9/09 5 scuE N.: . I scut: NOT DIN °, �t JK ! I SI DE VIEW - DOUBLE SPAN W /BATTE cHK I WOOD FRAMING APR® cr1K. eYI L . • aYI DRnwwa NO., • L i -_ DETAI E " DETAI F "' DETAI G " DHK. i -�-- -i sD CGNNECTIONSToBEDESIGNED - FS 1 C Calculations REF REF Shown w/ truss,'framing overhang) J Channel 1 B "O C. MAX. 5 BY THE ARCHITECT OR Eh�iIPIEER OF RECORD ( DRAVnNO Nc, Fascia F- Channel FL- 12019.1 1 1 . Product anchoring for tested specimens as substantiated by tested specimens reported in 2. 12d COMMON NAIL OR 3,/16" TW CONCRETE SCREW FL-12019 1 DETAIL " D " ( MIN 1 -1/4" EMBEDtirEhij 4 24" ON CENTER - _ _ I c test report number TEL Ol 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, cerlifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO /lEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 March 31, 2009 Limitations 1, This product has been evaluated and is 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, 0 3. Site conditions not covered by drawing FL- 12109.1 are subject to fitrther engineering analysis. 4. Wood /CMLI wall constriction, by others, must be designed to receive loads from the soffit and /or 2" X 2" batten strips. 5, See drawling FL- 12109.1 for size and design pressure limitations. v /<z Lyndon F. Schmidt, P,E. PF 1463 Sheet of FL No. 43409 March 31, 2009 -- DESCRIPTION MATERIAL " " A ROOF OVERHANG " ALUMINUFrL 2 3 'J" CHANNEL .0155" TI IK. AL. 3105 - H24 "t" THK. AL. 3104 - H19 ALUMINUM, ALUMINUr•9 ° a RW 5 CHANiJEi .0155" QUAD 4 PANEL .0115 OR .013 THICK) AL. 3105 ROOF )SHEET 3) 6 TRIPLE 4 PANEL 1.0115 OR .0135" THICK) AL. 3105 ALUMINU -i Fir rnNG 1 8 # 15 x 1-3/4" TRIM NAIL 18" GA. X I/4" 5S STAPLE (W/ 7 /8" MIN EMBEDMENT) S.S. I LL 9 2" X 7' BATTEN STRIP SG =.42 OR BETTER WOOL 10 APA B �- II __ = - t - - - - - -- % cMU DR