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Home My WebLink AboutProduct Approval 7/112015 Florida Building Code Online s m+� flordant SCIS Home Log In User Registration Hot Topic ' Submit Surcharge 3 Stats&Facts i Publications FBC Staff E BCIS Site Map ' Links Search j :. Busines Professi n I Product Approval USER: Public User Regulation if Product Anoroval Menu>Product or Anolication Search>Aoolication List>Application Detail FL# FL1844-1119 Application Type Revision Code Version 2014 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 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, 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 CategoryWindows Subcategory Horizontal Slider 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/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By https-1/loridabuilcing.org/pr/pr app dtl.aspx-7param=wGEVXQwtDgsGsvRHsb6W7CihkBPFyPwC4%2fEUoadW9fJWgOXUIOD[bg%3d%3d 1/3 7/112015 Florida Building Code Onilne Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fn Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification HR-21a.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1844 R19 II HR-210.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-210 Evaluation.odf Created by Independent Third Party: No 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-410 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-410.12df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-410 Evaluation.pdf Created by Independent Third Party: No 1844. HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-510 Certification.odf A r v outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FLIS44 R19 II HR-51.0.ndf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-510 Evaluation.odf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification HR-2110.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FLIS44 Rig II HR-2110.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2110 Evaluation.ndf Created by Independent Third Party: No 1844.5 HR-2210 Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 11 HR-2210.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No - — - Evaluation Reports FLIS44 R19 AE HR-2210 Evaluation.odf Created by Independent Third Party: No https://floridabuil(ing.org/pr/pr app dol.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkBPFyRvC4%2frUoadWgfJWgOXUIGD[bg%3d%3d 2!3 GENERAL NOTES: ANCHOR LOCATIONS IMPACT RESISTANT &SPACING 1)THE ANCHORAGE METHODS SHOWN - HAVE BEEN DESIGNED TO COMPLY WITH 73"MAX.BUCK(XO/OX) THE FLORIDA BUILDING CODE FOR THE ---- _ 73"MAX.BUCK(XOIOX) DESIGN PRESSURES LISTED. 111"MAX.BUCK(XOX) 111"MAX.BUCK(XOX) -I 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.IX WOOD BUCKS 6-1/4" ARE OPTIONAL IF UNIT IS INSTALLED MAX. DIRECTLY TO SOLID CONCRETE.WOOD O.C. BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY 12-1/4" OTHERS. M T 3)SEE TABLES FOR MINIMUM EDGE62"MAX O.C. - DISTANCE FROM CENTER OF ANCHOR TO _ 62"MAX. SUBSTRATE EDGE(EXCLUDING FINISH OR BUCK / } BUCK / STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR --' r • --j- MATERIALS SHALL BE PROTECTED AS J 2-1f4" _ _ REQUIRED TO PREVENT REACTIONS. 6-1/2" I. --- 12-1/4"MAX. C. 6-1/2"MAX. MAX. I 6-1/6"MAX.O.C. 2.518"MAX.-) ALUMINUM SHALL BE PROTECTED FROM MAX. I DISSIMILAR MATERIALS AS SPECIFIED IN FLANGE FRAME INTEGRAL FIN FRAME,XO THE FLORIDA BUILDING CODE TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS 6)ADHESIVE SEALANT SHALL BE USED Min.Edge Min. Min.Edge Min. BETWEEN SUBSTRATE AND FLANGE OR Anchor Substrata Distance Embedment Distance Substrate Distance Embetlment FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF P.T.Southern Pine(SG=.55) 1/2" 1.3/6'• 2-1/2'x.1 13"Box Nail P.T.Southern Pine(SG=.55) 5/16" 2-7/16" INSTALLATION SHALL BE DONE BY #ill Sheet Metal Screw, Aluminum,6083-T5 min. 3/8" 1/8" 2-112"x.131"Common Nail P.T.Southem Pine(SG=.S51) 318" 2-7/10" OTHERS. GS Steel or 410 Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-1/2"x.145*Roofing Nail P.T.Southem Pine(SG=.55) 3/8" 2-7/16" Stainless Steel 7)MATERIALS USED FOR ANCHOR A36 Steel 3/B" 1/8" P.T.Southern Pine(SG=.65) 1/2" 1-318" EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southem Pine(SG=.55) 1-3/9,1.38" #10 Steel SMS Aluminum,BD63-T5 min. 318" 1/9, KSI CONCRETE AND CONCRETE MASONRY 3/16"S1eei Ullracon Concrete(min.27 ksi) 1° 1° Steel Stud,Gr.33 min. 318" 0.0346(20 ga) UNITS COMPLYING WITH ASTM C-90. Ungrouted CMU,(ASTM C-90) 1' 1-1/4° A38 Steel 316' 118" GLAZING COMPLIES WITH ASTM EI3OO. NOTE FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MW.3 THREADS BEYOND INSIDE FACE OF NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3THREADS BEYOND INSIDE FACE OF MATERW.. 8)THE 1/3 STRESS INCREASE WAS NOT MATERIAL USED IN THIS ANCHOR EVALUATION.THE — 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. .XO SHOWN,SPACING 9)IF THE EXACT PRODUCT SIZE IS NOT ALSO APPLIES TO LISTED IN THE TABLES,ALWAYS ROUND OX AND XOX UP TO THE NEXT LARGER VALUE, i ...\111111;fn. TABLE 1:DESIGN PRESSURE ' ,Br n(mB -K LESTNWAIMDOYM" nmrwr9 IW-aacmvatTArcerramr Window Buck Size Frame Design Pressure Certification �,�� ^rr!S,c J.ROSOWSKt 06/22111 VINYLJR,Q, .D id T Fe- Conftg. (+)P>f -)Ed Numbers 3" 64" Fin/Flange X0/0T 60 70 190-269,798 Evan-raaurRzs 190-233,433, 73" 62" Fin/Flange a XO/OX 60 65 702 � + g (� S 1070 TECHNOLOGY DRIVE I. E JI N.VENICE,FL 34275 T 111 sa^ Fin/Flange XOX 60 65 190262,769 {,::•., ,LO,„O'r/,.;:(�`.; FL CERT.OFAUTH.:29296HORIZONTAL ROLLER INSTALLATION A.Lynn Miller.P.E. '' s^"e wmwv Na r .J, ;. P.E.#58705 HR-510 NTS 1 0l 3 2062211JR SEE GLAZING DETAILS,SHEET 3 !; ;; EDGE DISTANCE// I INSTALLATION WITH FLANGE FRAME SUBSTRATE EDGE DISTANCE— --- J EMBEDMENT WSUBSTRATE 4 `1-- EMBEDMENT / _ / EXTERIOR \1X OOD SHIM I u SHIM FLANGE FRAME, 12/ j EXTERIOR JAMB INSTALLATION SUBSTRATE EXTERIOR (USING 1 X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) ECTLY TO SUBSTRATE) EXTERIOR EXTERIOR �1 EXTERIOR ---- FLANGE FRAME, JAMB INSTALLATION S STRATE U (DIRECTLY TO SUBSTRATE) t' SHIM SHIM `�-� SUBSTRATE SUBSTRATE FLANGE FF E. SILL INSTALLATION FLANGE FRAME, DIRECTLY TO SUBSTRATE) J.ROSOWSKI 06/22/11 VINYL W(S�,W�,COWMM SILL INSTALLATION °"s ReN"" o�oaamvrwraAa (USING 1X BUCKSTRIP) "n airroExssmnnn u INSTALLATION NOT � owai� i 1)SEE SHEET 1 FOR SPACING 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. N.VENICE,FL 34275 3)MAX.SHIM THICKNESS TO BE 1/4-. FLCERT.OFAUTH.:29299 HORIZONTAL ROLLER INSTALLATION 4 GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. sakaxwc _E srwe a.,.coNa rter. 4 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS.USE FLANGE INSTRUCTIONS. P.E.#56705 HR-510 NTS 2 of 3 20622111 INSTALLATION WITH FIN FRAME , EMBEDMENT �— EDGE SU STRP(iE 4 5/16"LAMI / EXTERIOR GLASS NOMINAL I1!8'ANNEALED DISTANCE / EXTERIOR .090"DUPONT PVB_ — GLASS �— OR SGP INTERLAYER SHIM �� 7/16"TEMPERED GLASS / 1/8"ANNEALED 1/8"ANNEALED OR EDGE (� GLASS DISTANCE (�JJI D r-� -� 1/2"NOM. 4=QJ EXTERIOR SHIM DOW 1199 �� FIN FRAME, SILICONE JAMB INSTALLATION SUBSTRATE GLAZING DETAIL, ALL FRAME TYPES FIN FRAME. HEAD INSTALLATION 5/16"LAMI 7/8" 718"- GLASS NOMINAL 1/8"HEAT 5/16"LAMIyr _ 090"DUPONT SG STRENGTHENED GLASS NOMINAL 1 1/8"ANNEALED lq— OR SGP INTERLAYER GLASS .090"DUPONT PVB I — GLASS —7/16"AIRSPACE INTERLAYER 1/8"HEAT_ - —3/8"AIRSPACE STRENGTHENED GLASS 1/8"ANNEALED OR 1/8"ANNEALED I TEMPERED GLASS GLASS -- 3/16"TEMPERED GLASS 1/2" EXTERIOR �— �? �. A I 1/2"NOM. EXTERIOR O _—_ "1171• :. DOW 1199 7F DOW 1199—J ` 1 :cr . .Y.......;c.Y•! SILICONE SILICONE ` GLAZING DETAIL, GLAZING DETAIL, "''"5! SHIM ED ALL FRAME TYPES ALL FRAME TYPES - G.,l B T�T EXTERIOR '`�'>i0i,l(;.- •'.. nrt,raauou¢mcvoawr,OWAW FIN FRAME, J.ROSOWSKI 06122111 VINYL ma tsO Eranus rnnonptnarrvr amrs�uvmesreem mo,oevnu. SILL INSTALLATION AWPFX`'"'£'M"NO/OR/O'90f° OOQIIdfJIItTBElAO)plPEPgWIRLDN ' AYYldWMillOtlfnEE11RQS®N'NRRN iHd IISSRYf filf1l114VSgLLR V Onaj 0vc INSTALLATION NOTES; 1070 TECHNOLOGY DRIVE N.VENICE,R 34275 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. FL CERT.OF AUTH.:29298 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. E. tR5saee"t ems s�.e om"yV N", 3)MAX.SHIM THICKNESS TO BE 114'. A.L P.Eynn Mill870er,5 P.E. HR-510 NTS 1 3 of 3 2062211JR