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Home My WebLink AboutPRODUCT APPROVAL WINDOW FIXEDFlorida Building Code Online " Page 1 of,3 ; Business & Professional Regulation ' .. .. ..,, ..., .BCIS Home Log In User Registration Hot Topics I Submit:Surnarge Stats:& Facts I Publlcatlons, I FBC Staff :I BCIS Site Map: I Links I Search: I . .....,• ... ... ... . Florida _. �1 R Product: Approval ' � ■ .USER: Public User. . • • . ... • • . • • . .. ... . . :. . ' . • ' .: Product Apdroval Menu > Product or -Application Sgh±ft:>• Application List > 4pplieaUon Detail ' • FL FL15349-R8 Applit ation;Type Revision Code Version - 2014 Application Status .. .....,. Approved . .... .. *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified •• e PO h Cif: by th � . C and/or t ommissio •necessary. .:. • ... Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email :650 West Market Street :.:. Gratz, PA 17030"' (717) 365-3300 Exit2.560 bsitlinger@miwd.com Authorized Signature :Brent Sitlinger bsitlinger@miivd:com " Technical Representative :•: Address/Phone/Email Quality AssuranceRepresentative Address/Phone/Email Categoy: -:Windows Subcategory .•. Fixed. Corn liance Method p ..... Certification Mark or Listing, sq Certification Agency. American Arcfiifectural.Manufacturers Association Validated By Steven M. Urich, PE . ...... p Validation Checklist Hardcopy Received .. Referenced Standard and Year (of Standard) Standard .. .. Year .. .. :. AAMA 506... 2008. AAMA/WDMA/CSA 101/I.S.- 2/A440 2008 Equivalence of Product Standards Certified By F. ...... Product Approval Method Method 1 Option A Date Submitted 11/iS/20f6 Date'Valldated 11/18/.2016 Date'Pending FBCApproval .:.•, fr it ," Date Approved 12/01/2016 .. i r;= .. d ri.? j } . ttpg:/ floridabuilding.org/pr/pr_App_dtl.aspx?paraln=WGEVXQwtDgtH8572gvdWIanDW:.: 4/18/2017 Model--Numberor•Name Description .. 15349.1. 185 PW 73:x 72 Insulated. Glass se "' " " Approved for use in HVHZ: No Certification Agency Certificate' FL15349 R8 C CAC APC 12786.Ddf ;Approved for;use outside:HVHZ: Yes FL15349 R8 C CAC APC 12787.pdf 'Impact Resistant9 No " ""' Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other; CW-PG60 Installation Instructions FL15349 R8 dI 08=02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes . Evaluation Reports , , FL15349 R8 AE 513124B.pdf Created by Independent Third Party: Yes 15349.2 185.13W.. .159 x 54 Triple CHS Insulated Glass Limits of Use Certification 'Agency Certificate " Approved for use in HVHZ: No FL15349 R8 C CAC APC 15350.Ddf Approved for use outside HVHZ::Yes " Quality Assurance Contract Expiration Date, Impact Resistant: No " " 01/24/2021; Design Pressure: +55/-55 Installation Instructions Other: R-PG55 rFLIS349 R8 II 08-02949.Ddf :. Verified By':' Luis R.. Loma's; PE 62514 Created by Independent Third Party: Yes Evaluation Reports, FL15349 R8 AE 513783.pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 RS C CAC'APC.15454:odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure:'+55/-55" Installation -instructions' Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02948.Ddf consisted of.5/32" tempered exterior:- spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed'/'0.100-Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513782.1)df Created by Independent Third Party: Yes" " . ,. 185 PWmpact:. s15349.4 •,ulated Laminated Glas§•;,:. Limits of Use Certification Agency Certificate :Approved for use in HVHZ: No. FL15349 R8 C CAC APC 8272.odf A'pproyed for use outside HVHZ: Yes FL15349' R8' C CAC APC'8273.Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Desigh:Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile'Le'vel D, Wind Zone 3. Glass' Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 R8 II 08-01614B.odf annealed / 0.09.0 Solutia PVB: / 3/32" annealed. Glass was: Verified By:. Luis Roberto Lomas 62514 . bedded in Pecor6'896,silicone With 5/W glass bite., Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE:512278B.Ddfr Created by Independent Third Party: Yes 15349.5 185:PW, Impact :96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in:HVHZ: No FL15349 R8 C CAC APC 7962.Ddf Approved for use oufside,HVHZdYes: : Quality Assurance'Contract Expiration Date Impact Resistant: Yes 12/05/2020 :Design Pressure: +55/-55:: Installation Instructions' . Otherq FW-LC55, Missile Level D;'Wind Zone 3:'Glass FL15349 R8 'II 08-01613B:odf - consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia. Saflex HP / 5/32" annealed.. Glass Created by Independent Third :Party: Yes was bedded'in,Pecora 896 silicone With 5/8" glass bite.' Evaluation Reports" _ FL15349 R8' AE 512277B.Ddf Created by Independent Third Party: Yes 15349.6 185 PW Impact. 73 x 61 Insulated. Laminated Glass. Limits of Use. - "' Certification Agency Certificate' Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.Ddf Approved for use outside:HVHZ: Yes Quality Assurance Contract Expiration Date 'Impact Resistantd Yes 10/28/2017 """ ' " Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass . FL15349 R8 II 08-02947.pdf: http8://floridaWilding.org/pr/pr_itpp_dtl.aspx?param=WGEVXQwtDgtH8572gvdWIanDW.'..' 4/18/2011 - .REVISIONS - - - REV DESCRIPTION DATE APPROVED. , :. .. .. :. .. :. .. :. .. :. .. :. .. :. .. .. .. :. .. . . A REVISED INSTALLATION • DETAILS 06/01/15 R L a. " NOTES: q, m 15. FOR ANCHORING INTO: WOOD FRAMING OR .2X BUCK USE #10 WOOD SCREWS WITH 1. THE PRODUCT SHOWN; HEREIN IS DESIGNED AND M.ANUFACTURED,TO COMPLY WITH SUFFICIENT LENGTH. TO ACHIEVE A. 1 1/4"-MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE .' REQUIREMENTS :OF THE FLORIDA BUILDING CODE. :ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING:'AND'MASONRY OPENING TO *BE DESIGNED :AND ANCHORED TO PROPERLY 16.:FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TRANSFER ALL:lOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE TO ACHIEVE A 1 1/4";:MINIMUM EMBEDMENT INTO SUBSTRATE WITH: 1/2" MINIMUM E DGE RESPONSIBILITY OF THE:ARCHITECT OR ENGINEER OF RECORD. DISTANCE.. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. BUCK, OVER MASONRY/CONCRETE: IS; OPTIONAL.:_ ,1X 4. WHERE `SHIM OR.BUCIC THICKNESS,IS LESS 1-1/2" WINDOW UNITS.MU$T BE 17• FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH "' 'STRUCTURE .THAN- SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND INTERIOR WALL. ANCHORED THROUGH..THE FRAME IN. ACCORDANCE MANUFACTURER'S.PUBLISHED :. -WITH :LOCATE ANCHORS AS SHOWN AN ELEVATIONS AND INSTALLATION ;DETAILS: w. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR • OTHER STRUCTURAL SUBSTRATE MATERIAL ... 18•:'ALL FASTENERS TO BE CORROSION RESISTANT. 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 5., WHERE WOOD BUCK THICKNESS IS 1'-1/2"• OR GREATER; BUCK SHALL BE SECURELY - "MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 'FASTENED TO MASONRY, CONCRETE OR -OTHER STRUCTURAL SUBSTRATE.- WINDOW UNITS MAY . SUBSTRATES WITH STRENGTHS LESS'THAN THE MINIMUM STRENGTH SPECIFIED BELOW: BE:ANCHORED THROUGH FRAME:TO SECURED:WOOD BUCK -:IN ACCORDANCE:WITH . A..'WOOD - MINIMUM SPECIFIC. GRAVITY OF G=0.42 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.: � � � B.-.CONCRETE -:MINIMUM COMPRESSIVE STRENGTH .OF 3,192 PSI., 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY -'STRENGTH-CONFORMANCE TO ASTM C-90.:GRADE N,.TYPE 1 (OR.GREATER). COATING :OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS iTHE RESPONSIBILITY OF .. D. METAL .STRUCTURE: STEEL. 18GA, 33{CSI OR ALUMINUM .6063-T5.1%8".THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD:" 7. BUCKS :SHALL EXTEND:' BEYOND WINDOW INTERIOR FACE SO THAT ,FULL FRAME SUPPORT IS 20. GEOMETRIC SHAPES ARE ALSO APPROVED. QUALIFIED GEOMETRIC: SHAPES SHALL BE - INSCRIBED IN A 72 1/2"x71.1/2" AND SHALL NOT EXCEED 36 FT' PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM:AS REQUIRED:AT; EACH ANCHOR LOCATION WITH LOAD BEARING SHIM... SHIM WHERE.SPACEOF 1/16" OR _. m-OCCURS. MAXIMUM. ALLOWABLE SHIM STACK TO. BE 1/4".:' _GREATER 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM:MATERIALS AND THICKNESS_ CAPABLE = OF., SUSTAINING. APPLICABLE LOADS.. ' .... . . 10. WIND LOAD DURATION. FACTOR. ,Cd=1.6 WAS :USED. FOR WOOD ANCHOR CALCULATIONS. : , 11. FRAME MATERIAL: ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED. PER ASTM E1300.-04, SEE. SHEET 2 FOR GLASS DETAILS., 13..APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR. THIS PRODUCT IN WIND BORNE : ' DEBRIS :REGIONS. 14. FOR FIN INSTALLATION USE #6. ;WOOD SCREWS: WITH SUFFICIENT LENGTH T0; ACHIEVE A- 1:: 1/4" MINIMUM EMBEDMENT INTO. SUBSTRATE: LOCATE ANCHORS AS SHOWN IN ELEVATIONS. AND INSTALLATION DETAILS. , SIGNED: 06/01/2015 :.q q II 1 II DOORS .. :. 1001 WEST'CROSBY'ROAD i CARROLLTON, TX 75006 v�CENSFgs •� SERI •� TABLE :OF CONTENTS::: ES..185 ALUMINUM FIXED WINDOW *' 0 6 73" X 7 NON -IMPACT SHEET NO. DESCRIPTION . N,0 TA :. TES- �pO T :. . OF 'wyC . 1 NOTES DRAWN: N Ev 'n••.�ZRIOP.�� RA '',`ss�ONAL 2 - 3 ELEVATIONS, :CHARTS AND GLAZING DETAILS J.L. 08-02357 - . ,.. - - - .• SCALE DATE SHEET 4..- 8. INSTALLATION DETAILS.. NTS 09/03/14... 1 OF..B IIILII��\ 1