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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 Y � �s»:.:,,m-..,.��.......:�,."g„ -,_,�..,s,w., v,� .4�, .�.w,;x,. -�: €r?',.. ,,r...,s: 6,^n: - a , �- e:. .Rr r- -•. � ...tr 3 g'- BCIS Home j Log In i User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site MapLinks Search Raid +; Product Approval f `, > USER:Public User H� Pte'x'11 is �i'w,r a 11 Prnduct Approval Menu>Product or Application Search>A licati _rst>A lication Detail qy 20-11? )p0w-J FL# FL1435-R19 R, K,.,¢. ^ ti Application Type I Revision PER.,A1;TiN'2 Code Version 2014 St. Lucie County i=L Application Status Approved * d by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments A_ Archived m. tU�WR Product Manufacturer PGT Industries � r F L7 Y+7 Lxare�✓' r. Address/Phone/Email 1070 Technology 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 Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE J 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/IS2/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 1 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 6/5/2017 Florida Building Code Online Page 2 of 3 • Product Approval Method - Method 1 Option A Date Submitted I 01/06/2017 Date Validated 01/07/2017 Date Pending FBC Approval Date Approved 01/09/2017 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 Approved for use in HVHZ:No FL1435 R19 C CAC Certification3-SH2OO.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R19 ti SH-200.pdf' 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 R19 AE SH-200 Evall!'g.odf 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 fU9 C Clic 190-1003CAR2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2020 - Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 219 IT S1j-200HD.Ddf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL143E R.19 AE SH-2001-11)'cvaluahon.pdf Created by Independent Third Party:No 1435.3 ISH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C CAC Certification3-SH500.cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes I 08/27/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R19 IT SH-500c.pdf and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R19 Al 11-500c Evaluation.odf Created by Independent Third Party:No 1435.4 ISH-800 WinGuard Multistory Aluminum Single Hung Window Limits of UseCertification Agency Certificate Approved for use t HVHZ:No Approved for use ou a HVHZ:Ye Quality Assurance Contra xpir ion Date Impact Resistant:No 09/07/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure, ze FL1435 R19 IT SH-800c.odf and anchorage Information. Verified By:A.Lynn Miller,P.E.5 05 ,Created by Independent Thi arty:No Ev FL1.435 R1.9 AE SH-806c Evaluation.odf Created by Independent Third Party:No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C CAC SH-5400 Certification.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 FL1435 R19 IT SH-5400.1)df and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports 7.9 Af.: SI.!_54QC._E„v,,r7„luafign,pdf Created by Independent Third Party:No 1435.6 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C CAC SH-SStlO Certifir-ation.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 R19 IT SH-5500.0f and anchorage information. 1 Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R19 AE SH-5500 Evaluation.ndf Created by Independent Third Party:No tdc9k5'... Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvrioht 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 6/5/2017 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 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 available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ED ® H M Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20Du... 6/5/2017 :I 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 ANCHOR _. ADD 1 ANCHOR THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 53-1/8"MAX.TIP- TIP -- 53-1/8"MAX.TIP-TO-TIP If INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT ID-SPAN — AT MID-SPAN �— 52-118"MAX.BUCK —52-1/8"MAX.BUCK -- DEPICTED AS 2X ARE 1-1/2-THICK OR GREATER. F W W>39" \ _17-3/4" FOR WW>39" 17_3/4" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE \` MAX MAX BY OTHERS. � 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-5/8"MAX 3-5/8'MAX1 _ I I CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING I I I I FINISH OR STUCCO). I I 1 I 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT i 7-1/2"M 7-1/2"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 7 „MAX C CAPABLE OF TRANSFERRING APPLIED LOADS. TI TO-TIP I I 76"MAX. 5)ANCHORS SHALL BE COATED OR CORROSION L I I 7 TIP-TO-TIP I I 75 RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1/8" 1 1 M I I MAX. DISSIMILAR MATERIALS SHALL BE PROTECTED AS 1 I 3U T BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX I 1 10 1/8" PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED 1 IN THE FLORIDA BUILDING CODE. I 1 I i I MAX I I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN — / — J I 1 I 1 SUBSTRATE AND FLANGE OR Fl7-1/2"MAXN.OVERALL I / 17-112"MAX� 1 I SEALING/FLASHING STRATEGY FOR WATER RESISTANCE — ) — OF INSTALLATION SHALL BE DONE BY OTHERS. 1 I I I__ 1 I 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3_518• AX 3-518"MAX 1 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 L-LITE SASH STYLE ORIEL SASH SME j 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) 112" 1.3/8" 912 Steel SMS Steel Stud Gr 33 318" .045(18 GA) j Aluminur1_r0 T5 3/8" 1/8" TABLE 1: Steel,A36 318" 118" 1/4"Masonry Concrete 1" I-we, Buck Size Design Pressure tion Test j Sash Style lotions Anchor Hollow CMU 2-1/2" 1-114" j W' ht Numbers e s ualUte 80 10 NoReinf.,TP.Glass ATI- NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIK 3THREADS 52.18„ 75" q 427,428 BEYOND INSIDE FACE OF MATERIAL. or Oriel 80 150 ass 76462.01 \.sllllll)Ifr `\., I �,\, / •...• Dion Br: Oar A4kN4 nElQOa WN9ETFWVATA0aVFA4193) `• "'•"A`�C.'!, J.ROSOWSKI 03/18!11 ALUMINUM 6063T6 m° CEN�P '� AMopRoaRcrARr.Alowasnw+oFTeas i .• �/= a� wwec oonrterrareeu�rnRBfinaA�r AWl0'✓1ll OFFOr mO11'E�MRT1B1' No.55705 �aYcvrDTAasrRa 1 e 6 IS r -. 1070 TECHNOLOGY DRIVE 7 . NOKOMIS,FL 34275 S7 TF.OF nm ,t•.,`•. FL CERT.OF AUTH.:29298 SINGLE HUNG INSTALLATION ,':�1: ••....... G s.raaroa,e sor: �.' Ah rW A.Lynn Miller,P.E. �I p`yt•_%� ' m SH-800 NTS 1 of 2 3031116JR P.E.#58705 .j I —� EDGE _ DISTANCE EMBEDMENT SHIM EXTERIOR EMBEDMENT 1 / / / ANCHOR SUBSTRATE — BELOW " 1XWOOD \\� MEETING RAIL SHIM _ SHIM` � �` (MUST BE FLATHEAD) EXTERIOR EXTERIOR ANCHORS ABOVE_, MEETING FLANGE FRAME, FLANGE FRAME, — FLANGE FRAMERAIL — JAMB INSTALLATION , _ HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) . (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X WOODSTRIP) S �SUTRA-E I ANCHOR F, EXTERIOR � BELOW / f MEETING RAIL (MUST BE % F-1 FLATHEAD) -TVti Cy EXTERIOR EXTERIOR \\ NO � ANCHORS NO ANCHORS REQUIRED ANCHORS REQUIRED ABOVE---Y/ l I 1X SHIM I li MEETING RAIL wooD v 111JJJ LFLANGE FRAME, t�( .'.;'...4f""'., 1 SHIM ' /� JAMB INSTALLATION �',`�. •••Q SHIM '� (USING 1X WOODSTRIP) „� .• `iG1�'•Sg I / 1X WOOD \ •?' - / ua RATE c!O'6 15 :a FLANGE FRAME, / / SU T E( �.{?�,..:.....• �� SILL INSTALLATION — (DIRECTLY TO SUBSTRATE) a..,�er w: Mr wave I 1 ` FLANGE FRAME, ^E' m ORWACWAW SILL INSTALLATION J.ROSOWSKI 03/15/11 ALUMINUM 6063-T6 ,�,o �� (USING 1X WOODSTRIP) o PJZ rtRMRY.1 m N �xrwaiwmavrne�wwnsa INSTALLATION NOTES: - reamsoiarsrxxsrr�a. 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1 2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE j NOKOMIS,FL 34275 ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 1/4'. i 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. �""m°"diL' �' m`0t °Y1N1gN1 P.E.#58705 SH-800 NTS 2 of 2 3031511JR i I,