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Home My WebLink AboutProduct Approval (2) 7/1/2015 Florida Building Code Online 17 mow - HIM- t} R Fiariva��'c�1?E�TI`t rit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map ( Links i Search I Busines. ) !1 #1 Product Professi �I � .N� USER:Public User Regulation Produrt Approval Menu>Product or Andication Search>Application List>Application Detail FL# FL1844-R19 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 Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE f' 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.-//floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkBPFyPwC4%2fEUoadW9fJWgOXUIODlbg%3d%3d 1/3 7/1/2015 Florida Building Code Online 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-210.12df 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.odf 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.pdf 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.odf 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.odf 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.odf Created by Independent Third Party: No _.y__--- ....__................._—...__.._ .__....._....._... _.. __. ............ 1844.3 HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC [JR-510 Certification odf Approved for use 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 FI.1844 R19 11 HR-51.0.)d 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-510 Evaluation.odf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Rn Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R19 C CAC Certification HR-2110.odf 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 FL1844 R19 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.odf Created by Independent Third Party: No 1844.5 HR-2210 7Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS44 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 II HR-2210Qdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 8L1844 R19 AE HR-2210 Evaluation.odf Created by Independent Third Party: No https://fforidabuilding.orgtpr# app M.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkBPFyPwC4%2fEUoadWgfJWgOXUIODlbg%3d%a3d 213 GENERAL NOTES: ANCHOR_LOCATIONS i &SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) 73"MAX.BUCK(XO/OX) BUILDING CODE FOR THE DESIGN PRESSURES _-• 110"MAX.BUCK-(XOX) --- -- LISTED. 110"MAX.BUCK(XOX) 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 6-1/4" ) 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF — MAX UNIT IS INSTALLED DIRECTLY TO SOLID i CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE I 1�O.C. I 1-1/2"THICK OR GREATER.ATTACHMENT METHOD I OF WOOD BUCKS SHALL BE DONE BY OTHERS. —1- 3)SEE TABLES FOR MINIMUM EDGE DISTANCE IMAX." FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 62"MAX. O.C. 62"MAX. UC 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK BK PRODUCT IS NOT FLUSH TO THE SUBSTRATE, I USING SHIMS CAPABLE OF TRANSFERRING I APPLIED LOADS. — 5)ANCHORS SHALL BE COATED OR CORROSION ^ �` RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN I 1_3/8• ' THE FLORIDA BUILDING CODE. M1 —� 6-1/8"MAX.O.C. 1-3/8"MAX. { 12-1/4"MAX.O. 6-118-MAX MAX. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME,XO SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE TABLE 2:ANCHORS FOR F BY OTHERS. TABLE 3:ANCHORS FOR FIN WINDOWS Min.Edge. Min. Min.Edge Min. 7)MATERIALS USED FOR ANCHOR EVALUATIONS Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment WERE SOUTHERN PINE,2.7 KSI CONCRETEAND _ CONCRETE MASONRY UNITS COMPLYING WITH P.T.Southern Pine(SG=.55) 112' 1-/8" 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.55) 5116" 2-7/16" ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. #10 Sheet Metal Screw, Aluminum,6063.75 min. We" 118" 2-112"x.131"Common Nail P.T.Southern Pine(SG-.55) 318" 2-7116" t G5 Steel or 410 8)THE 113 STRESS INCREASE WAS NOT USED IN Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-1lT'x.145"Roofing Nail P.T.SouthernPine(SG=.55) 3/8" 2-7l16" THIS ANCHOR EVALUATION.THE 1.6 LOAD A36 Steel 318" 1/8" P.T.Southern Pine(SG=.55) 1/2" 1-318" DURATION FACTOR WAS USED FOR THE P.T.Southern Pine(SG=.55) - 1/2" 1-318" Aluminum,6069-T5 min. 3!8" 1/8' EVALUATION OF WOOD SCREWS. 3/16"Steel Ult2con Concrete(min.2.7 ksi) 1" 1:, #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346(20 ga) - 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN UngTouted CMU,(ASTM C-90) 1" 1-114" A36 Steel 318" 1/8" THE TABLES,ALWAYS ROUND UP TO THE NEXT NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIR 3 THREADS BEYOND INSIDE FACE OF NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL.BEMitt 3THREADS BEYOND INSIDE FACE OFMATERIAL. LARGER VALUE. MATERIAL. r t (MEET DESIGN PRESSURE y XO SHOWN,SPACING ALSO Window Buck Size Frame 4.n &190456 APPLIES TO OX AND XOX Width Height Type Configurat110" 82" FiNFlange XDX(114.112 ;.i. ••.�„ D=wler o:ro,; avma¢ UEf0MWnaKvvM WrAa A= ��:•'��,i:`1fic J.ROSOWSKI 06/22/11 VINYLx®egacumEFRWwrroFwT amusmrsv.Lw NXS'Peae c>xmaseue :;:/% Rerm BYr Qa9: RelSrlvx: ANOiRgMIETARY.1pfORTxlllOF7H9 BoawanwruEusmaxRenourmw I ' ::D.:':S i r)J MYrdPe'MD:CU111e<EBR6StD NR(Ra1' ' PEFA'RWY6"➢DrCMlRE3. ^,v,: 1070 TECHNOLOGY DRIVE I _••, -i�,; EU NOKOMIS,FL 34275 :'"•�`•.,•%:/OF;1c!';.•.,, j;_�' FLCERT.OF AUTH.:29296 HORIZONTAL ROLLER INSTALLATION I >1 •i.!i,,:l •� A•Lynn Miller,P.E. Dres*+vMa R°. 1 P.E.#56705 HR-410 NTS 1 of 3 1062211JR { EDGE DISTANCE INSTALLATION WITH FLANGE FRAME — SUBSTRATE EDGE DISTANCE -- �I EMBEDMENT / 1 � ' SUBSTRATE Q —�� ,1X WOOD EMBEDMENT EXTERIOR �� 1 \W\ ....... / �Cl / SHIM / O � I a a i FLANGE FRAME, EXTERIOR JAMB INSTALLATION EXTERIOR (USING 1X BUCKSTRIP) ; i FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR ' EXTERIOR r EXTERIOR —� FLANGE FRAME. JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) SHIM SHIM /�g !,/ SUBSTRATE / SUBSTRATE FLANGE FRAME, ,;, •. SILL INSTALLATION n,,.,,er- m�: M,r�n,r MFBtfG2WrR11f C6Rh'PRaTALgl7At FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSKI 06/22/11 VINYL SILL INSTALLATION � � offi "^"+ a a smrIrsmoa� v (USING iXBUCKSTRIP) r�saava7crw.smrs INSTALLATION NOTES: w i 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS.FL 34275 r e 3)MAX.SHIM THICKNESS TO BE 1/4'. - FL CERT.OF AUTH.:29296 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, A.Lynn Miller,P.E. 5)FIN AND/OR FLANGE MAYBE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 HR-410 NTS 2 of 3 1062211JR e i INSTALLATION H FIN FRAME EMBEDMENT EDGE SUBSTRATE DISTANCE EXTERIOR z z SHIM EDGE pa❑ DISTANCE j EXTERIOR 0 FIN FRAME. HEAD INSTALLATION HIM rt FIN FRAME. JAMB INSTALLATION SUBSTRATE IF � SHIM it '% SUBSTRATE J.ROSOWSKI 06/17/111 VINYL FIN FRAME, SILL INSTALLATION INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. I FLCERT.CFAUTH.:29296 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS, A.Lynn Miller,P.E. 3)MAX.SHIM THICKNESS TO BE 1W. P.E.#58705 HR-410 NTS 3 of 3 1062211JR