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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 i 77 MEN rpt Florlda Oersrt( entt�' BCIS Home i Log In User Registration S Hot Topics Submit Surcharge 1 Stats&Facts i Publications ; FBC Staff BCIS Site Map Links Search\ Businesy � Professional s l USER: bic User Approval 1111M .r _ ,. Prrdurt ADnrowl Menu>Product or Auolication Search>Aunlication List>Application Detail Application Type Rei on Code Version 201 Application Status ed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 3, us es Address/Phone/Email { 11lo gy Drive North Venice,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@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory 9 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/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/I52/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 2/8/2016 Florida Building Code Online Page 2 of 3 i Product Approval Method Method 1 Option A Date Submitted 10/07/2015 Date Validated 10/08/2015 Date Pending FBC Approval Date Approved 10/11/2015 Summary of Products T 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 Approved for use in HVHZ:No FL1435 P17 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 11 SH-200.odF 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 FL1435 R17 AE SH-200 Evaluation.pdf Created by Independent Third Party:No 1435.2 ISH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification 2001`113.pdr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-200HD.pdf and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-200HD Evaluation.pdf Created by Independent Third Party:No 1435.3 ISH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL1.435 R37 C CAC SH-400 Certificatlons.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 If SH-400c.ndf and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-400c Evalua0011.0df Created by Independent Third Party:No 1435.4 SH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL7,4�5 (21.7 C QAC SH-500 Cercifi_cation R;4;pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-500c.Ddf and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Parry:No Evaluation Reports FL1435 R17 AE SH-500c Evaluation.odf Created by Independent Third Party:No 1435.5WlnGuard Multistory Aluminum Single Hung Window Limits of Use - Certification Agency Certificate Approved for use In HVHZ:No FL1435 R17 C CAC SH-800 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resis a 09/07/2017 Design Press e. Installaid �str ctiort Other:Please see a nstalla[ion Instructions for design pressure,sizeR .t49S. �` and anchorage information. v' (fllLTLyMilier";"•P:E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-800cF._v,jkiation.Ddf Created by Independent Third Party:No 1435.6 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL1435 R17 C CAC. SH-5400 Certification.gdf 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 FL1435 R17 II SH-5400.rdf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-5400 Evaluation.odf Created by Independent Third Party:No 1435.7 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5500 Certificahon.pdf 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 R17 li SH-5500.01' and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-5500 Evaluation.pdf Created by Independent Third Party:No http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsbCUITKel2ODu... 2/8/2016 Florida Building Code Online Page 3 of 3 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaiIs provided may be used for official 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 avallable to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 01 Wq El sC4t1CiL*at£;'Y£tIC:+ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 2/8/2016 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS&SPACING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" ADD 1 ANCHOR ADD 1 ANCHOR ' THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 53-1/8"MAX.TIP-TO-TIP -- -- 53-1/8"MAX.TIP-TO-TIP I-- INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN -- 52-1/8"MAX.BUCK— AT MID-SPAN J �521/8" AX.BUCK ----�' DEPICTED AS 2X ARE 1-1/2-THICK OR GREATER. FOR WW>39" \` �_ 1 -17-3/4" FOR WW>39" I 17-3/4" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. I---��I MAX MAX 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 8"MA>4 3-5/8"MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING � ) h FINISH OR STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT 7-1/2"MAX l7-1/2"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 76"MAX —---� — CAPABLE OF TRANSFERRING APPLIED LOADS. / TIP-TO-TIP 5)ANCHORS SHALL BE COATED OR CORROSION T I� 75" TIP TOP RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1/8'. 1 MAX. I I MAX DISSIMILAR MATERIALS SHALL BE PROTECTED ASMAX 4 BUCK I I BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE ! t51 PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIEDI ) 10-1/8" I I IN THE FLORIDA BUILDING CODE. a MAX I I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN — I 17-1r2"MAX SUBSTRATE AND FLANGE OR FIN.OVERALL j / 7-1l2"MAX SEALING/FLASHING STRATEGY FOR WATER RESISTANCE -- I T OF INSTALLATION SHALL BE DONE BY OTHERS. I / I I 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-5/8"MAX, I.,�-„s-,„-"�-".___ 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 113 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH STYLE ORIEL SASH STYLE ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR j 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) 112- 1-316- { #12 Steel SMS Steel Stud Gr 33 318' .045(18 GA) Aluminum-6063-T5 318” 1/s" TABLE 1: __1 3� eel�,�g ,��,,,,- iT Buck SizeSash Style Design Pressure OCertification Test ptions 1affQNho` ow ins34 ; Width Hei ht (+j psf (-) sf Numbers Reports ue(1 BQ i O `laf!! P.CTIas QT. NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL r-0a eirt., a 764& I `.!Ilullri�, I •�,•,�.\. L nU .�, Y: m: r.wlc nEM n�m� maMryaw •.�`'.• �l�• % J.ROSOWSKI 03/16/11 ALUMINUM 6063-T6 � � `\C •'�Y:E.N��; ...57 AWPRp°FELV+Y.Avroa OFTYW f D0GUBRYIYBFD=4VRSV . X - W H i F00=I CFMTIEEARF4. WAfiBV `: iV C,.5x3705 FBi1�WIfiR1fIGI8IIPET. 1 S D�mYve i I Z 1070 TECHNOLOGY DRIVE _ ";j.'•,' ST.I.OF 75 FL CERT..OFAUTH4229296 SINGLE HUNG INSTALLATION ,u,5/��/`ji!-�G��•� A.Lynn Miller,P.E. SH-800 NTS 1 of 2 3031116JR P.E.858705 ' 1 i EDGE _ DISTANCE //ZBS TE 1 --T S S E SHIM EXTERIOR - / EMBEDMENT ANCHOR SUf3S7 EMBEDMENT _-LKI -- BELOW �- 1x WOOD MEETING RAIL SHIM _ (MUST BE _ SHIM .- FLATHEAD) _ ► � I c EXTERIOR EXTERIOR ANCHORS ABOVE` MEETING FLANGE FRAME, FLANGE FRAME, FLANGE FRAME, RAIL JAMB INSTALLATION HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (DIRECTLY TO SUBSTRATE) (USING 1X WOODSTRIP) In S SUETRA I S ? ANCHOR I / //J EXTERIOR BELOW MEETING RAIL \ (MUST BE C> FLATHEAD) EXTERIOR i EXTERIOR S \ NO o }' NO REQUIRED ANCHORS / AN \ REQUIRED ABOVE__ 1X SHIM y �; MEETING WOOD RAIL SHIM _ FLANGE FRAME. .:....`.lY(`�•',, i JAMB INSTALLATION ,"�'�'.••�c;,n;� � SHIM �- , _. (USING 1X WOODSTRIP) •' �' ; 1X WOOD _ '- hc. i0o 0 6 I-S FLANGE FRAME / SU T E SILL INSTALLATION (DIRECTLY TO SUBSTRATE) �,,,,By �,. ummc PE"Dw ca,cw¢v�CONMAm FLANGE FRAME, f SILL INSTALLATION J.ROSOWSKI 03!15/11 ALUMINUM 6063 T16 wumnffa ew osnmeev aw�nu (USING 1X WOODSTRIP) ��' ori o�aaaein�rmw ,wrt�w xmaurnaomxam ixmre� 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 34275 ALL OTHER ANCHORS.FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOOF FLH.:29 3)MAX.SHIM THICKNESS TO BEI/4'. FL CERT.oFAuiH.:29296 SINGLE HUNG INSTALLATION 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miner,P.E. erA`L1°'�' �" �"` O11Y°A° P.E.#58705 SH-800 NTS 2 of 2 3031511JR } •Florida Building Code Online Page 1 of 2 i � 2316 Fl s (rlif ' O ° SCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications .; FBC Staff BCIS Site Map Links ; Search Busines prafe55� a Product Approval (((j�� USER:Public User Regulation Produrt Approval Menu>Product or Avolication Search>Aonlication Last>Application Detail FL# FL fi1•R9 C-. ``��.,� '. •sd- Application Type f rma bn Code Version 201 Application Status 1NWWA7pTWed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product ManufacturerI es Address/Phone/Email 1070 a ology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory fi Compliance Method Certification Mark or Listing Certification Agency e B^ b ER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,_' ,_.i ` Yes No :moN/A FL261 R9 COC FL261 to 2014.ndf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbl... 2/8/2016 .,Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL# ,odelyRlym c or amp Description 261.1 u 5 Or. t3cw� Wmdo s Aluminum/vinyl Mullions Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL261 P9 C CAC 14-1105.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/As allot+onlnstrffdtidn Other:Please see Miami-Dade County Notice of Acceptance(NOA)for - A•11S.G 'fF" product performance information,and mullion clip anchorage details. ted b ` mi-Dade BCCO-CER Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released 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 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official 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 public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W RMQ Ed SCCUTIt;k!FTRI(W http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbl... 2/8/2016