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Home My WebLink AboutProduct Approval (2) Florida Building Code Online y Page 1 of 3 BCIS Home Log In User Registration Hot Topics 5 Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map Links Search j r �1 I t"sh---dU jids .;er,`1 Product Approval I J.USER:Public User Product AnnmVai Menu>Product or Application Search>A tication I..Epproved il v s I FL# i ga2` :Naf. Application Type i Code Version i Application Status .Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments Archived I Product Manufacturer PGT Industries Address/Phone/Email 1070 Technolog Ive North Ven' 34275 ' ( 86-0 00 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski josowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 irosowski@pgtindustries.com Quality Assurance Representative q Address/Phone/Email IJ I. Category oSingleHung Subcategory Compliance Method Listing l Certification Agency Keystone Certifications,Inc' Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received I Referenced Standard and Year(of Standard) Standard i Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS + 2002 ASTM E1886 11g3 2005 ASTM E1996 2012 ASTM E283 i 2004 ASTM E330 2002 I I Equivalence of Product Standards Certified By I 91+7 htt ://www.floridabuildin .or / r/ r_a dtl.as x. aram=wGEVX Q wtD sbC I'Ke1200... 4/11/2017 p g g P P pp_ P �p Q q i Florida Building Code Online Page 2 of 3 ` Product Approval Method Method 1 Option A Date Submitted 01/06/2017 q Date Validated 01/07/2017 Date Pending FBC Approval Date Approved 01/09/2017 I i Summary of Products FL# Model,Number or Name Description 1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass-Thru) Limits of Use Certification Agency Certificate i Approved for use in HVHZ:No FL1435 R19 C CAC Certification3-SH2O0.odF Approved for use outside HVHZ:Yes Quality Assuranice Contract Expiration Date Impact Resistant:No 02/16/2019 { Design Pressure:N/A Installation Instructions d Other:Please see the Installation Instructions for design pressure,size FL1435 R19 I1 SH-200.1odt' { and anchorage information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705 water infiltration. Created by Independent Third Party:No Evaluation Reports I FL1435 R19 AE'SH-200 Evaluation.odf Created by Independent Third Party:No 1435.2 SH-200 HD Aluminum Single lHung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate _ Approved for use in HVHZ:No FL1435 R19 C CAC 190-10G3CAR2.yl df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2020 1 1 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R19 lI SH-200HD.odf and anchorage information. Verified By:A.Lynn Miller,P.E.58705. Created by Independent Third Party:No Evaluation Reports FL1435 R19 AEl SH-20CHD Evaluat!on.odf Created by Independent Third Party:No 1435.3 ISH-500 WinGuard Vinyl Single Hung Window I Limits of Use Certification Agency Certificate } Approved for use in HVHZ:No FL1435 R19 C CAC Certification.5-SH500.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installs' Instructions for design pressure,size FL1435 R19 IT ISH-500c.odf and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R19 AEI SH-500c Evaluationrodf Created by Inde' Third Party:No 1435.4 ISH-800 WinGuard M6tistory Aluminu inglelHung Window Limits of Use Certif Lion Agency Certificate Approved for use in H Z-No FI. _AC SH-}3Q�Certif_tion.odf Approved for use outri HVHZ: t ality Assurance ract Expirat n Date Impact Resistant:No 09/07/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure, ize FL1435 R39 II ISH-BOOc.odf and anchorage information. Verified By:A.Lynn Miller,P.E.58 5 Created by Independent Third P :No valuation Reports j FL �S R19 AE SI,- C Evaluation!odf Created by n ependent Third Party:No 1435.5 SH-5400 EnergyVue Vinyl'Single Hung Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C ICAC SH-5400 Certifirl ation.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size Ft.1435 R19 IT,SH-5400.odf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 j Created by Independent Third Party:No Evaluation Reports fL;7.4;'�.�.._R7;9_AE Sli-;;4GS),Evatu�t;�r,;p!If Created by Independent Third Party:No 1435.E SH-5500 WinGuard Vinyl Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C'CAC SH-5500 Certlfication.pcif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R19 III SH-5500.ndf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:!No Evaluation Reports FL1435 R19 AE''SH-5500 Evaluation.odf Created by Independent Third Party:INo Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibili I statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address releaseA in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.a87.1395.-Pursuant to Section 455.275 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCU ITKel20D... 4/11/2017 _ i - ---- Florida Building Code Online Page 3 of 3 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ap email address if they have one.The • emails provided may he used for ofFlcial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pu hlic.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M Wm Rid Credit Card Safe I I I I II ' 'li 1 i i i I � I . I ( l i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUI Ke1201)... 4/11/2017 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS 8 SPACING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" ADD 1 ANCHOR y ADD 1 ANCHOR - THICK.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS 3-1/8"MAX.TIP-TO-TIP -- -- 53-1/8"MAX.TIP-TO-TIP INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN -- AT MID-SPAN I 52-1l8"MAX.BUCK-� -52-1/8"MAX.BUCK DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. FOR WW>3 \,� 1 - __17-3/4" FOR WW>39" _ 17-3/4" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. �� MAX _ i MAX 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM /1-5/8"MAX I �3-5/8"MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I I I i 1 I 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT I I 7-1/2"MAX I I 7.1/2"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 76ff MAX. TIPtTO-TIP I_ 76"MAX. I I 5)ANCHORS SHALL BE COATED OR CORROSION T I 1 75" TIP-TO-TIP I I M RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1l8" I I I I DISSIMILAR MATERIALS SHALL BE PROTECTED AS I I BUC �' _ BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX I I 10-1/B" I I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED _ 1 I IN THE FLORIDA BUILDING CODE. MAX I I I I ii I I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN l - I—J_ I _i- I I 7-1/2.'MAX SUBSTRATE AND FLANGE OR FIN.OVERALL I i 7-1/2"MAX I I SEALING/FLASHING STRATEGY FOR WATER RESISTANCE - 1 OF INSTALLATION SHALL BE DONE BY OTHERS. I 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-5/8°M 3-5/8°MAX I I SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300, FLANGE FRAME, FLANGE FRAME, 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH STYLE ORIEL SASH STYLE ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLE 2: 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Dist. Embedment VALUE. Wood(Southern Pine) 1/2" 1318" t ------ --- _ _--__ Steel-Stud Gr 33 - _ E _ .045 18 GA - - ( -)- - #12 Steel SMS --- - -- - - - -"--- - Aluminum-6063-T5 3/8" 1/B' TABLE 1: 3/8" Buck Size Design Pressure Certification Test 1/4"Mas Concrete 1" 13/B' h Style _ Options Anchor Hollow CMU 2-1/2" 1-1/4" ? Width Height Numbers Re orts Equa a SO 110 NO einf.,TP.Glass ATI- NOTE:FOR ALL M AL TES,SCREW EMBEDMENT BHA'LBE MIN.3-n REAO 75' 190-427,428 BEYOND INSID ACE OF MATE --or0riel--80--150- -Rail•Reinf.TP:Glass -- 76462.01- \,,tiller,rr , \�4a0;\� L n•.A;/�1;.. o,.�er o.m �am� rr�saaaR+otrtsavorarAawcv® << J.ROSOWSKI 03/16/11 ALUMINUM 6063T6 G ;�,.•" �,r,_.NSC '1� AtMPRa R2TARY.AOForrrpuoaTr95 j By Om.' R"N"Iva• DOin.14NPREU YN FRnWOF7 N AVrrD91 OFFO PVEST RES:ID Wgr/rd' i 56105 � �T'L►rGrra.SirIG9. 7 7 O 6 is- ;'r" 1070 TECHNOLOGY DRIVE ! 7,;•, ST.l.OF h/ NOKOMIS,FL 34275 ie>r �. FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION •,:'.'LC•R1Si I`.•'.�`; s.r.a"A,sr. sor 9tuc 0-0. .. Rw 1 3 • ��r A.Lynn Miller,P.E. ' /�iiVh1�_ P.E.#58705 SH-800 NTS 1 of 2 3031116JR i EDGE _ DISTANCE 11BS TEi 4 Syl(S�R PrflE EMBEDMENT i / SHIM EXTERIOR EMBEDMENT / / / / ANCHOR SUB " / __-� S BELOW �- 1XWOOD MEETING(MUST I RAIL— SHIM SHIM �_`� SHIMI`1' - FLATHEAD) �� EXTERIOR ' EXTERIOR ANCHORS ABOVE_, MEETING FLANGE FRAME, FLANGE FRAME, RAIL JAMB INSTALLATION HEAD INSTALLATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING IX WOODSTRIP) �— '- S SUQSTRAr �E� ANCHOR % EXTERIOR ' BELOW MEETING RAIL (MUST BE 3 \ FLATHEAD) EXTERIOR / EXTERIOR NONO o ANCHORS \ _ ANC ORS REQUIRED ANCHORS REQUIRED ABOVE-�� 1X SHIM MEETING WOOD RAIL ;II II;I;i,. -- ---- ----- - -- ---------- SHIM " i - --�T7 -- --— ------ —M FLANGE FRAME, --- SHIM — - --- - - \ JAMB-INSTALLATION •,�' •.•``C1.;�P (USING 1X WOODSTRIP) �;� 1XWOOD °. 6t5 UB RATE' ,1 �. F r :•c - -- - ------ - - - ------FLANGE FRAMES--- - - - —---- - - --=SU /TRA E-,—----- - ......• '`C`- - --- ---- SILL INSTALLATION -- ?C;;`•Ir:�•,, �•� ', (DIRECTLY TO SUBSTRATE) FLANGE FRA EE SILL INSTALLATION J.ROSOWSKI 03/15/11 ALUMINUM 6061"s' (USING 1X WOODSTRIP) ra..iey: a� wwmr , y"rmN ANYI�1 MfIN"/I MEflME85®(tWnBl INSTALLATION NOTES: 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE l ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMIS,FL 34275 T10B ' 3)MAX.SHIM THICKNESS TOBE1/4°, FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. s""" s"'°` °`°"'° P.E.g58705 SH-800 NITS 2 of 2 3031511JR y