The URL can be used to link to this page

Home My WebLink AboutProduct Approval BCIS Home Log In t User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff'{ BCIS Site Map t Links I Search C Florida d r !Product Approval USER:Public User E7 rte. 1 E�- &,,"' P Product Approval Menu>Product or Aopliration Search>Aoolication List>Application Detall - FEB 2 0 2097 ° FL# FL1435-R19 a Application Type ('Revision- PERMITTING. Code Version t 2_014 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. Comments Archived G Product Manufacturer f PGT Industries Address/Phone/Email 1070 Tichnology Drive North Venice,FL 34275 1941 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 j941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category k--Windows Subcategory ( Single Hurig 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/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...CUITKel2ODuttTa LxE3%2bZOE5o8%2b93DPDRK915DwLRQ%3d%3d 2/25/17,17:14 Page 1 of 3 ASTM E283 2004 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 Summa"of"Products ® _- _ _ FL _K0 1435.1 or Name Desc �ptwn 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 Q_CAC CertificationB-SH2O0.pd� 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.. R19TLSH 2O0.Dd� 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.pff Created by Independent Third Party: No 1435 2 SH 200}1D Aluminum Single Hung Window'(wrth HD Meeting Rall) Iam:ts of UseCertificat:on'Agency Certificate Approved for use to HVHZ No 'r FLi435.R19:=C CAC I90-1003CAR2:pdf_ Approved for use outside HVHZ Yes Quality Assurance Contract Exprrat�on Date Impact Resistant No _ 01%08(2020 'Design�.Pressur`e N/A '. `: Installation Instructions.,' - "Other:,Ptease see the InstallatloniInstructions for design FLi435 R19 ASH-200HD.Ddf pressure,size and anchorage Information. , Venfied By A Lynn Miller,P E.58705 ,' Created by Independent Thlyd Party No Evaluation.Reports - 0. v' a r FLi435 R19'.:ASH 20 HD E'Fal, t on.odf - Created by Independent T 11rd Party. No. 1435.3 SH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL143S_1119 C_CA CertificationB-SH500.pff 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-500c.Ddf pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AFF SH-500c Evaluadon.pd Created by Independent Third Party: No 1435 4 t SH 800 a WmGuard Mulhistory Alirmrnum Srngte Hyng Window Umits of UseCertificat�oq Agency Certificate Approved for use�n;HVHZ No FLi435 R19 C,CAC SH-800 Certification,pdf Approved for use outside HVHZ Yes Quality Assurance Contract-Expiration Date https://www.fIoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...CUITKel20DuttTaLxE3%2bZOE5o8%2b93DPDRK9l5DwLRQ%3d%3d 2/25117,17:14 Page 2 of 3 ImpactReslstant No 09/O�J2017, _ deslgn,Pressure N/A Instalfatlon Instructions , ' `Other Please see the Installation Instructions for design FL1435�R1�SH 800c pdf°J pressure;size and anchorage Information ', Venfied By A'Lynn Miller,P E.58705 ` Created by Independent Third Party No " Evaluatwn Reports - FL1435 R19 AE SH-800c Evaluation pdf Created by-Independent Thad 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 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 B12—AF—SH-5400 Eyaluatig-rjLpdf Created by Independent Third Party: No 2435 fi SH 5500 WinGuard Vinyl Single Hung Window Li ft of Use Certification Agency Certificate Approved for use m HVHZ No FL1435�t19 'C-CAC SH 35005Certlfication Dc� Approved for use outside HVHZ Yes Quality Assurance Conhax-ct Date" Impact Res�sta'nt Yes �_ 10/O1J2018 � _ ':Design Pressure N/A Ins[allatron;Instructions `Other'Please see the InstallatlonInstructonsfpr design FLi435 R19 TI SH"5500 Ddf _pressure;size and anchorage•infornation .= Verified By A Lynn Miller,P E _58705 "> < _ Creatied by Independent•'1'f11rd.Party Na ': Evaluation Reports - _ FL1435 @�„9<A� SH-5500 Evaluation pdf Created by Independent Third Party No'. 0 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 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 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 hem-. Product Approval Accepts: Awl Safe . https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX...CUITKel20DuttTaLxE3%2bZOE5o8%2b93DPDRK915DwLRQ%3d%3d 2/25117,17:14 Page 3 of 3 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 1-12° 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 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN — AT MID-SPAN�1/8' X.BUCK �521/8' AX.BUCK DEPICTED AS 2X ARE 1-12'THICK OR GREATER. FOR WW>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 3.518"MAX 3 5/8"MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I I 1 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT / 1 7-1/2"MAX 7-112"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS I CAPABLE OF TRANSFERRING APPLIED LOADS. 76"MAX. / TIP-TO-TIP I / l 7B"MAX, I / 5)ANCHORS SHALL BE COATED OR CORROSION T I I 75" TIP-TO-TIP I 75" RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. I I MAX- I / I MAX' DISSIMILAR MATERIALS SHALL BE PROTECTED AS 10-1/8 I I BUCK BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX I I 10 1/8" I I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED I I IN THE FLORIDA BUILDING CODE. tMAX I i 6)ADHESIVE SEALANT SHALL BE USED BETWEEN I I I I SUBSTRATE AND FLANGE OR FIN.OVERALL j / 1 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 3-6/8 MAX SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE _ MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING —� COMPLIES WITH ASTM E1300. --- FLANGE FRAME. FLANGE FRAMES 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS X EQUAL-LITE SASH STYLEr ORIEL SASH STYLE ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR ti WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLE 2: 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Mtn.Edge Min. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrata DI,L Embedment I VALUE. Wood(Southam Pine) 12' 13X8' 4 *12 Steel SMS Sleet Stud Gr 33 318" .045(18 GA) !! Alumki im,6063T5 31W 1l6• TABLE 1: Steel,A36 318" 1/8" I Buck Size Design Pressure Certification Test (1/4°Masonry I Concrete i 1" 1318" Sash Style Options =--Anchor--- -- -Hollow CMU— - --2-12' Width Height +)psf - sf Numbers Re orts Equal Lite 80 .110 NoReinf.,TP.Glass ATI- BEYONDN :FORALL INSIDE ETALSUBSTRATES, SCREW EMBEDMEiNrSWLLLBEMIN.3THREADS 92'1/8'' _-75" 190 427;428 or Oriel 80 150 Rail Reinf.,TP.Glass 76462.01 �tllllll J/// _ �'\pNt•L _ ".''•�1¢(a J ROSOWSKI 03/18111MINUM6063TB Nafxones atesswprelnaarr DOCUIMMAYSELMORWRODIMN No.58705 _ asnorn/mesxuAa ® arupx •. r p d I S •� 1070 TECHNOLOGY DRIVE •'�'•, S7.Tt:OP ((;� NOKOMI9,FL 94275 J �r ' FccRtor.•: �Z FL CE ITT.OFAt1TH.:29296 SINGLE HUNG INSTALLATION A.Lynn Muter,P.E. ser: er.e u..ryM. rw. P.E.#58705 SH-800 NTS 1 of 2 3031116JR t! i EDGE DISTANCE �^ BS TE r1711 SHIM EMBEDMENT EXTERIOR EMBEDMENT ANCHOR SU T BELOW 1X WOOD MEETING RAIL SHIM (MUST BE SHIM FLATHEAD) EXTERIOR � \ EXTERIOR ANCHORS ABOVE -- ~' MEETING FLANGE FRAME, r FLANGE 1Y FRAME, JAMB INSTALLATION '"y FLANGE FRAME,. •• RAIL • HEAD INSTALLATION_ _ �— } (DIRECTLY TO SUBSTRATE) (DIRECTLY TO SUBSTRATE) HEAD INS1 TALLATION _ ---1 (US_INP 1X WOODSTRIP) vj SU TRA 4 ANCHOR EXTERIOR BELOW MEETING RAIL— (MUST AIL(MUST BE II FLATHEAD) EXTERIOR EXTERIOR NO NO ANCHORS ANCHORS REQUIRED ANCHORS } REQUIRED ABOVE 1X SHIM S MEETING RAIL W000 JAMBINSTALLATt �,O�y1c' 'F•/<<c �:- HIM ON SHIM S (USING 1X WOODSTRIP) a- 1XWOOD No.iiS7C: _ U RAT S. FLANGE FRAME, SU 7 E SILL INSTALLATION (DIRECTLY TO SUBSTRATE) ' — FLANGE FRAME, 0—ft0118 n[iscwumiocm�madmrrv® --SILL'INSTALLATION J.ROSOWSKI 1 03/15111 ALUMINUM 6063-T6 ! (USING 1X WOODSTRIP) ° +mar if INSTALLATION NOTES: � � �aasiw�wr 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 _ I ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKFLCERTO.OFAUL34275 88 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 1W. 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME•USE FLANGE FRAME INSTALLATION. A.Lynn MMer,P.E. P.E.N587D5 SH-600 NTS 2 Of 2 3031511JR 1