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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 5 • RE(;EV, -D DEC 0.120,15 Flood IdaCDte�partmentt! BCIs Home { Login { user Registration Hot Topic I Submit Surcharge Stats&Facts i. Publications { FBC Staff BCIS Site Map Links Search BUJII Ies/C{/�� 01,119 Product Approval ProfessiVl nal USER:Public User Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail pi C✓ � • FL# FL5012-R15 � Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived !T Q Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustr'ies.com Quality Assurance Representative Add ress/Phone/Ema i I Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By A+1 .,n....0,-..,r.,,�,—.<.f'_1r�TY'(l., Tl„+T T(1L"�.�44YT 0/71,V '7/1 Ah 111 S Florida Building Code Online Page 4 of 5 S J FL5012 R15 AE F-2200 Evaluation.odf Created by Independent Third Party: No 5012.12 PW-2260 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC 190-710CAR.odf Approved for use outside HVHZ:Yes FL5012 R15 C CAC 190-711CAR.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 10/14/2015 Other: Please see the Installation Instructions for design Installation Instructions pressure,size and anchorage information. FL5012 R15 II F-2260.odf Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2260 Evaluation.odf Created by Independent Third Party: No 5012.13 PW-2720 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R1S C CAC Certifications PW-2720.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/30/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R15 II F-2720.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2720 Evaluation.odf Created by Independent Third Party: No 5012.14 PW-2820 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 RIS C CAC Certifications PW-2820.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/28/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R15 II PW-2820.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2820 Evaluation.odf Created by Independent Third Party: No 5012.15 PW-3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC Certifications PW-3020.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/11/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R15 II F-3020.odf pressure,size and anchorage information. Verified By: A.Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FLS012 R15 AE F-3020 Evaluation.odf Created by Independent Third Party: No 5012.16 PW-5420 EnergyVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC PW-5420 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R15 II F-5420.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-5420 Evaluation.odf ------- Cr Inde endent Third Party: No 5012.17 PW-5520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC PW-5520 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-S520.1)df pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports 1�+Mo•//fl(.,i�1�1�,,;1.1;,,.� �rrr/+��/r�r �r.r. �itl �arv�„ , ,,,—:,(TR�TX(l.xrtTl�tTT(1F7.rR52XT0/71-%V 7/1F✓7(11S GENERAL NOTES:SERIES 5520 IMPACT RESISTANT,VINYL FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE MAX.BUCK WIDTH SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 DESIGNED TO PROPERLY TRANSFER LOADS TO THE2'MAX• STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS B,SEE 15'MAX.O.C. 8'MAX. D.SEE --.•( 4'MAX.O.C. r . . . . . . . . .:. THE RESPONSIBILRY OF THE ENGINEER(EOR)OR SHEET 3 SHEET4 I ARCHITECT OF RECORD,(AOR). 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE T BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF i SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING — ---- — — — STRATEGY FOR WATER RESISTANCE OF INSTALLATION , SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A,SEE HEET 3 CSEE / SHEE E / OF THESE INSTRUCTIONS. S 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR A C LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE / MAX.BUCK / MAX.BUCK SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON HEIGHT,SEE HEIGHT,SEE 1 S MAX. THEM BY THE WINDOW. I TABLE 1 I TABLE 1 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN O.C. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 4-MAX. ' TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% O.C. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS I USED FOR THE EVALUATION OF ANCHORS INTO WOOD. B 6'MAX. D 2'MAX. •—� ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS TYP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL OF THE FLORIDA BUILDING CODE FOR CORROSION FRAME(SHAPES SIMILAR) FRAME(SHAPES SIMILAR) RESISTANCE. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. TABLE 1: Window Buck Size Design Pressure Certification Width Height (+)psf (•)psf (CAR)Number 84 54 65.0 65.0 190.281,1019 84 54 70.0 70.0 190-284, 1019 84 72 70.0 70.0 190-279, 1012 96 63 70.0 70.0 190-283,1020 �,z 75 48 50.0 50.0 190-280,1013 " VINYL FIXED WINDOW FPA(IMP.-RESIST.) 0 12/13/14 _ 36 72 50.0 50.0 190-282,1014 o GENERAL NOTES&ELEVATIONS om' J ROSOWSKI = /o�Ur 4i= 21 eof CERT.OF AUTH.#29296 �$ ;,'�,��•., F%`,�\��5''`;:J: 1070 TECHNOLOGY DRIVE z N.VENICE,FL 34275N A'LPEI MILLER.L� P.E. PW-5520 N1OF4EzFPA-5520.0 �z(941} 80-1600 58705 { i I TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrata Min.Edge Min, Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment __T1_0_§7S_ P.T.gout em Pine( Ci=0. 5) 7/16" 13/8 2-1/2"x.131"Common Nail P.T.Southam Pine(SG=.55) 9/16" 2-7/6" (steel,18.8 S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2'x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" Max.DP of 50.0 Aluminum,6063-T5 3/8" 0.0713" 14 Ga. 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9116' 2-7/16" #12 SMS P.T.Southern Pine(SG=0,55) 9/16" 13/8" P.T.Southern Pine(SG=.55) 3/4" 1.3/8" (steel,16.8 S.S. Steel,A30 316' 0.050 #10 SMS Aluminum,5063-T5 3/8" 0.050" Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) Aluminum,8083-T5 3/8" 0.0713" 14 Ga. or 410 S.S.) 3/18"Ultracon P.T.Southam Pine(SG=0.55) 7/16" 1316" Steel,A36 3/8" 0.050• (steel) Concrete(min.2.85 ksi) 1" 1318" Max.DP of 50.0 Ungmuted CMU,(ASTM C-90) 2-1/2" 14/4" ANCHOR NOTES: P.T.Southern Pine(SG-0.55) 1" 1310" 1/4"Ullracon Concrete(min.285 ksi) i" 13/4" 1)'UNGROUTED CMU'VALUES MAY EXTERIOR 1/2'NOM.GLASS steel Un routed CMU, STM C-80 2.1/2" 1-1/4° BE USED FOR GROUTED CMU BITE TYP, (steel) 9 (A ) APPLICATIONS. Concrete(min.2.85 ksi 2-1/2" 1 V4" GE-7100 OR DOW-791 SILICONE P.T.Southam Pine(SG=0.55 1" 1.3/6" 2)PANHEAD,FLATHEAD OR 1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 1314 HEXHEAD ARE ACCEPTABLE. I L (410$-S.) Ungiouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 1314" A MIN.OF 3 THREADS EXTEND Concrete min.3.275 ksi 1-12" 13/6" BEYOND THE METAL SUBSTRATE. F114Aggfe-Gatorrungrouted T.Southern Pine(SG=0.55) 1" 1Iva,8 S,S.) CMU, ASTM C-80 Z. 1-1/4" TYP. GLAZING DETAIL —+{ 718"N 7/8"NOM. VN M. —+-I 1'NOM. 5116"A/A PVB I 5/16"A/A PVB I 7/16"A/A PVB I 7/16"H/H SG- 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 1/8"ANNEALED OR 3/16"ANNEALED OR 3/16"ANNEALED OR 3116"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER_,,M SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES PVB AND SG INTERLAYERS MANUFACTURED BY :•••?r� •" •<<�. !, DUPONT INC.(AKA KURARAY AMERICA,INC.) �,,�,•'• `��'c.l�° r VINYL FIXED WINDOW FPA(IMP:RESIST.) 0 12/13/14 `r '"'`3rti� VISIBLE LIGHT FORMULAS GLASS/ANCHOR OPTIONS om J ROSOWSKI ``'.•� o1(S 'J WIDTH:BUCK WIDTH-45/16' ® _d '`r,'• �'at°Cr HEIGHT:BUCK HEIGHT-4-5/16' z Ko ^:�'•..Fr.ilY�`:•'•y(j�,'� CERT.OF AUTH.#29296 C+ .: VISIBLE LIGHT WIDTH OR HEIGHT 1070 TECHNOLOGY DRIVE ''. /t�hJ%•, (ALSO REFERRED TO AS DAYLIGHT moo° OPENING)IS MEASURED FROM N.VENICE,FL 34275 '+ o v A.LYNN MILLER,P.E. BEADING TO BEADING. (941}480-1600 ,X PW-5520 ", NTS 2 OF 4 g z° FPA-5520.0 z p,E.#58705 EDGE DISTANCE --►i SHOWN INSTALLED SHOWN B T EMBEDMENT DIRECTLY INSTALLED SUBSTRATE THROUGH'IX EMBEDMENT 1 BUCKSTRIP EMBEDMENT �' ZX EDGE f EDGE DISTANCE DISTANCE FLANGESHOWN FRAME � SHOWNINSTALLED ^❑ BUCKSTRIP �THROUGHIX 1'THICKI.G. (,ll a Q rz B 00 718 THICK I.G. FO T T FLANGE EXTERIOR FRAME �'( I EQUAL- SHOWN U I LEGIBOX 718•THICK I.G. BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A-A BUCK U HEIGHT 'r SHOWN INSTALLED DQ INSTALLATION NOTES: DIRECTLY TO METALD 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. SUBSTRATE 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4•. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN l'THICK I.G. DO Do REQUIREMENTS. FRAME 6)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EXTERIOR EXTERIOR SHOWN a � d EQUAL- SHOWN LEGIBOX INSTALLED FRAME DIRECTLY TO 0 SHOWN SUBSTRATE VINYL FIXED WINDOW FPA(IMP:RESIST.) 0 12/13/14 �: tla l`�T05 j EMBEDMENT = �. o FLANGE&EQUAL-LEG/BOX FRAMES 2, J ROSOWSKI _1 / 15' S ® v SiA EOF . . ' EDGE DISTANCE c� ., ;•�••.FLOi:10",•''•� CERTOF AUTH#29296 fV VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE sg /GhlA1 N.VENICE,FL 34275 v v (941)-480-1600 N PW "u NTS 3 OF 4 o e° FPA-5520.0 a i A.LYNN MILLER,P.E. v� P.E.#58705 i 1 SHOWN INSTALLED THROUGH EMBEDMENT - SHOWN SHOWN EDGE DISTANCE If— HE O INSTALLED INTEGRAL FIN f" EMBEDMENT �{ INSTALLED I THROUGH THROUGH THEFRAME THE J-CHANNEL EDGE DISTANCE INTEGRAL FIN FRAME EDGE I Q SHOWN DISTANCE D EMBEDMENT 1"THICK I.G. RAL a Q J FRAME L O0� 718"THICK I.G o INTF N ❑ FRAME SHOWN EXTERIOR SHOWN 7/8"THICK I.G. I� v BUCKWIDTH J- HORIZONTAL SECTION C-C INSTALLATION NOTES:_ BUCK HEIGHT ✓ ^ 1)SEE SHEET 1 FOR SPACING �J REQUIREMENTS. SEE TABLE(S)ON SHEET 2 FOR A 0 ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 114". I 4)GLASS SHOWN IS FOR ILLUSTRATIVE I PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. I _ _ 5)FIN AND/0R FLANGE MAY BE REMOVED TO I"THICK I.G. CREATE OTHER FRAME TYPES. INTEGRAL INTEGRAL FIN FIN FRAME ❑ FRAME 0 0 SHOWN EXTERIOR SHOWN EXTERIOR O �I1�II INSTALLATION THROUGH INSTALLATION THROUGH THE EXTERIOR `" SHOWN HE FRAME,INTO METAL INTEGRAL FIN,INTO METAL INSTALLED UGH HERFORAME INTEGRAL -4 V ' •�_ FIN VINYL FIXED WINDOW FPA(IMP.-RESIST.) 0 12/13/14 "-'t`' ' i4e•'-87fi:'i FRAME 0 EMBEDMENT srlowN J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI m 5 _ l- ^':(FC . .:-1 EDGE DISTANCE96 ',�;��1.�'••• • •' 1070 TECHNOLOGY DRIVE I'')/''� VERTICAL SECTION D-D N.VENICE,FL 34275a v a� (941)-480-1600 PW-5520 ° NTS _ 4 OF 4 oFP �z z A-5520.0 A.LYNN MILLER,P.E. t1 ,n P.E. 58705