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Home My WebLink AboutProduct Approval SCIS Home I Log In E User Registration i Hot Topics k Submit Surcharge [ Stats&Facts Publications FBC Staff ( BCIS Site Map I Lints Search C f0' a WE 0 Product Approval Fn USER:Public User dti, , . ate Product Approval Menu>Product or Aoolication Search>Apliw[ion Ust>Application Detail EE I .®U FL# FL1435-R19 ,> FEB 2 8 2O17 Application Type /Revision11 pERadiITTiNG Code Version 2014 ! �----- St. Lucie County, FL Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 't a� Comments Archived "`xx Product Manufacturer PGT Industries=�' i — Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorizedi n S ature ]ens Rosowski 9 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 Windows �. Subcategory Single Hung 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 x." 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...CUITKel20DuttTa LxE3%2bZDE5o8%2b93DPDRK915DwLRQ%3d%3d 2125117,17:40 Page 1 of 3 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/06/2017 Date Validated 01/07/2017 Date Pending FBC Approval Date Approved 01/09/2017 777777�7777 Summa :of P.raduct .�. 77 � FL# Model;Numher or Nam® Desenpion . 1435.1 SH-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 CertificationB-SH2OO.odf 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 FL1435 R19 II S z200.osJf pressure,size and anchorage information.The Pass-Thru Verified By:A.Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200 Evaluation.o�l Created by Independent Third Party: No ]435.2 . SH 2O0 HD Aluminum Smgle,H. ng Window;(with HD.Meeting:Rail) L:m:ts of Use Certification Agencyertificate Approved for uiin HVHZ. R19 No FLi435 190=1003CAR2 e oilf ;Approved for use outside HVHZ.'Yes Quality Assurance ContracFExpvation Date ;Impact`°Resistant No 0 SJ08/2020 Design.pressure:N/A Installation;Tnsfruct ons_ Other:Please•se the Ins tallaGon'Iristructions for design FLi435 Rig II SH-200HDsodf4 pressure;size.and anchorage infcrmation:•, Verified By:A Lynn Miller,P.E.;58705 Created by Independent Third Rarty No Evaluatio:i-Reports _ - , , 35.R19>AE SH 2O0HD Evaluationodf Created by Independent Third Party:`No: 1435.3 SH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C CAC_CertificationB-SH500.12d 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 Installation Instructions for design FL1435 R19 II SH-SOOc.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-500c Evaluation.odf Created by Independent Third Party: No 1435 4; SH_=800 ' cow WmGuard Multistory Alurriinum Single Wung Window Emits of Use Certification Agency Certificate Approved for use in HVHZ No FLi435 R19'C'CAC SH-800 Ce if ation.odf Approved for use outside HVHZ Yes Quality Assurance.Contract Expvation Date https://www.floridabuilding.crg/pr/pr_app_dtI.aspx?param=wGEV...CUITKe120DuttTaLxE3%2bZ0E5o8%2b93DPDRK915DwLRQ%3d%3d 2/25117,17:40 Page 2 of 3 ampact<Reslstant No ': 09/0'�J20i7 - Deslgn'.Pressulre N/A `: Ynstallatlon instructions `Other Please see the Installatlon:Instructions for design '�FL1435 R19�II:.SH SOOc�f . pressure;.size and anchorage Inforrlatlon Verifietl By Ai Lynn Miller,P E.58705 ;, Created by Independent Third Party ilio: _ Evalluatlon Reports • FL1435 R19 11E"SH-800c Evaluatran.Ddf Creatied by Independent Thlyd;Party 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.pd Approved for use outside HVHZ:Yes pp 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 FL1435 R19 II SH-5400.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19_AE SH-5400 Evaluation.pdf Created by Independent Third Party., No 1435 6 SH 5500' WinGuard Umyl Single Hung Window Ltm>IIts-of Use Cert�ficatlon Agency Certficate >ApprI-VTOf r use m IiVHZ Na PLi435 R1g C CAC SH 5500`Certlflcafion pdf z ::Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date• Ympact Reststapt•Yes 1OJ01)2018 - .�, - 'Design Pressare NIA = Installation Instructions - = �' '.Other:Please see the Instaliataon Instructions for design FLi435 19.� 5H 5500 p� pressure,size and anchorage Information Verified By A Lynn Miller,PE 58705 ,. � :e ,; Createtl by Independent Third•Party.No.. - Evaluation Reports '. �L1435 Rig 11E 5H-5500.Evaluation.adf Created by Ir%dependentThird'Party.No 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::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 mall 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 emails 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: afflW99M GreCtiC Caref Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...CUITKe120DuttTaLxE3%2bZOE5o8%2b93DPDRK915DwLRQ%3d%3d 2/25/17,17:40 Page 3 of 3 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS S SPACING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" ANCHOR 1 ADD 1 ANCHOR THICK.fX WOOD BUCKS ARE OPTIONAL IF UNIT IS ADD 53.1/8"MAX.TIP-TO TIP - - 53-1/8"MAX.TIP-TO-TIP �►- INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS AT MID-SPAN — AT MID 52-1/6"MAX.BUMID-SPAN -52-1/8"MAX.BUCK DEPICTED AS 2X ARE 1-11Y THICK OR GREATER. FOR W W>39" 17-3/4" FOR W W>39" 17-3/4" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE MqX MAX BY OTHERS, ------ ------ -- --- ------ - 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-518"MAX I 3-5/8"MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING I I I I FINISH OR STUCCO). I I 1 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT / 7-1/2"MAX 7-1/2"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 76"MAX. CAPABLE OF TRANSFERRING APPLIED LOADS. / TIP-TO-TIP / I _ 76"MAX. 1 1 7 6)ANCHORS SHALL BE COATED OR CORROSION I I 75" TIP-TO TIP ) I 75" RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-118" I I MAX. I I MAX. DISSIMILAR MATERIALS SHALL BE PROTECTED AS I I BUCK BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX I I 1 PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED i 10-1/8" I IN THE FLORIDA BUILDING CODE. MAX i 1 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN,OVERALL j j 7-1/2"MAX j j 7-1/2"MAX SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-5/8"MAX 3.5/8"MAX I SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING T COMPLIES WITH ASTM E1300. T (-FLANGE FRAME, � FLANGE FRAME. 't B)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EQUAL-_LITE SASH SME_ ORIEL SASH SME 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 TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Min Edge Min. VALUE. Dist. Embedment Wood(Southern Pine) 112' 13/8' #12 Steel SMS Steel Stud Gr 33 3/8' .045(18 GA) Aluminum•606378 3/8" 1/13• TABLE 1: Steel.A30 318" 1/8" Buck Size Design Pressure Certification Test j1/4"Masonry-` COnclete Sash Style Options f Anchor Hdlow CMU 2-1/2• 1-114" '3 I Width Height +)psf - sf __ __ _ __. Numbers Re orts s /•--� HR NOTE:FORALL METAL SUBSTRATES,SCREWEMBEDMENT SHALL BE MIN.3TEADS-- Equal Lite 80 110 NoReinf„TP.Glass ATI- f BEYONDINSOEFACEOFMATERIAL. -- _-- - 190 427,428 or Oriel g0 150 Rail Reinf.,TP.GIa"ss 76462 OT 1-1 INN t”......../!!<•'� J ROSOWSKI 03/16/11 ALUMINUM6063-T6 IH✓EB/D nEGal5II8A90vStn OAM ,. �'\,,.••'41C_.NSe ••..tiQ AAOARoaveTABr.AnwmAavo�'Tr<s fX1L'L7®!r WYEEDS®QVI@1�DUD31 M 1C �t �= AWIANHeXIX77nFEVQb'SfOMaiid N::.58705 senetsoYowrAowraga S-3 •. .. 6 IS j 1070 TECHNOLOGY DRIVE l' 75 F.or �: FLc W.O RUTH.FL ?29298 SINGLE HUNG INSTALLATION I' /u;t;• .......•��..�' A.Lynn Miller,P.E. s`ru+c°'e am►: °"'r m.elrft ran: 1 N-, P.E.p5t1705 SH-8W NTS 1 Of 2 3031116JR 1 I EDGE _ DISTANCE BS kTE S ST - EMBEDMENT 7/— SHIM EXTERTE IOR EMBEDMENT ANCHOR SU T BELOW 1X WOOD MEETING RAIL SHIM (MUST BE SHIM FLATHEAD) EXTERDR o EXTERIOR ANCHORS ABOVE MEETING ---FLANGE FRAME,_ FLANGE FRAME, f FLANGE FRAME RAIL JAMB INSTALLATION HEAD INSTALLATION ` 1 (DIRECTLY TO-SUBSTRATE) (DIRECTLY TO SUBSTRATE) :HEAD INSTALLATION, - - -- (USING 1X-WOODSTRIP) vj SU TRA ANCHOR EXTERIOR BELOW MEETING RAIL I ff (MUST BE FLATHEAD) EXTERIOR ff, EXTERIOR 1 NO ANCHORS I NO ANCHORS REQUIRED ANCHORS 1 REQUIRED ABOVE 1X SHIM j MEETING wooD RAIL s;il:lll,; I r FLANGE FRAME, SHIM SHIM JAMB INSTALLATION ar�C�f [P:sg (USING 1X WOODSTRIP); 4` 1X WOOD v ',7G� No— S7 RAT '•. LO'6 S ;:f r-FLANGE FRAME 1 SVB T E I SILL INSTALLATIONi (DIRECTLY TO SUBSTRATE) js' ,FLANGE FRAME. ° '"A °"" Lore neraawmicmamaao�xwe� SILL INSTALLATION J.ROSOWSKI 03/15111 ALUMINUM 6063-T6 � p (USING 1X WOODSTRIP) ,vrcmwnrnannr��nertra INSTALLATION NOTES: �°� � I 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 DRNE _ ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMIS.FL 34275 3)MAX.SHIM THICKNESS TO BE 114°. FLCERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION I 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. °i6iw°'h °"` °"mNP ^" P.E.#58705 SH-800 NTS 2 of 2 3031511JR I