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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 f Roddy Deep m.eerz,4 BCIs Home 1 Log In user Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC,Staff ; BCIs Site Map Links ! Search i Busines. ��' pfofeSS�© �� Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail w-*A FL# FL239-1122 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 r Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosow ski Address/Phone/Email 1070 Technology Dri Nokomis,FL 34275 " (941)486-0100 Ex1140' jrosowski@pgtindustnes.co flit fi �'� ' ) Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/18/2015 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 BACAEm... 1/26/2016 Florida Building Code Online Page 2 of 3 Date Approved 09/18/2015 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0528.22.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0528.22.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.12b.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0612.12b.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.07.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.08.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.08.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.02 LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other, Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.02 LM.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1_239 R22 C CAC 15-0609.03 SM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.03 SM.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 1/26/2016 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-239 R22 C. CAC 15-0612.11 I-Mi.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0612.11 LMI.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.10 SMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R7.2 C CAC 15-0519.06b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.06b.ndf (NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.05.ocl Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.05.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back F7t Contact Us::1940 North Monroe Street.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 mail 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: M-1 R SE.curlt•iE ErrSt c' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8 CAEm... 1/26/2016 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/econonil PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"SII-500'Vinyl"White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. AUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABJELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or rnanufactuire of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1009:05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E: NOA No. 15-0612.12 MIAMI•DADE COUNTY Expiration Date: January 08,2019 Approval Date: Judy 23 2015 p . ` Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets I through 11 of 11,dated 08/07/08, with revision D dated 06/01/15,prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series SH-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5710,dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0820.14) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-tip drawings and installation diagram of an outswing French door, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31108, signed and scaled by Joseph A.Reed,P.E. (Submitted under NOA No. 08-0820.14-For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manue Per P.E. e �iner Product Contr I E miner 2.12 NOA No. 5-0612.12 Expiration Date:--January 08,2019 Approval Date: July 23 2015 E-1 . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13, expiring on 12126/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014),dated June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series "SH-500 Vinyl"White PVC Single Hung Window-L.M.I"approved on 11/14/13 and expiring on 01/08/19. Manuel 0.13 Product Control Exadlior NOA No.15-0612.12 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-2 GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS Noa DRAWING TABLE of coNrSHSHEEEE T 1.GLAZING OPTIONS: GENERAL NOTES.................._..._... _._.1 A.314'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118'TEMPERED OR ANLED GLASS,AIRSPACE AND 5116"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS_­..............._..........__.._.2 OF(2)UTES OF 11W ANNEALED GLASS WITH AN.0801NTERLAYER OF B=CITE'L'PVB BY KURARAY AMERICA,INC. GLA7JNG DETAILS.............................._3 B.718'LAMI I.O.GLASS COMPRISED OF(1)LITE OF 1/8'TEMPERED ORANNEALED GL¢98,AIRBPACE ANO 5118'LAMINATED GLABS WHICH IS COMPRISED GLAZING DETAILS.............._................4 OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.0901NTERLAYER OF BUTACITE VB BY KURARAY AMERICA INC. SECTIONS,I.F.FRAME.........._...............5 SECTIONS,BOX FRAME.............. _._._e 2.CONFIGURATIONS:111 AND PROVIEW PARTS LIST.......................__........ �....._.7 EXTRUSIONS...................... B 3.DESIGN PRESSURES:+801-70 PSF(ALL GLASS TYPES LISTED ABOVE)® ANCHORAGE SPACING,BOX FRAME9 ANCHORAGE DETAILS,BOX FRAME__10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME—....11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.IF A TEMPERED CAP IS USED MAX.DP IS-501-50 PSF. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILOING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. 6.REFERENCES:TEST REPORTS FTL•6710. ANSVAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL GUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). I PRODUCPRBVISSD com7lYfne withft RoNa DmlEln,Code �O(a14.M A�io Dam )51. ny p.d l ml ....I 11 �`I�. \.VNN kit, A.2,0.y�CNEE `.'.:. 0105 is W, 3C LOOUfE D Rt178FJl fE NOHlOCK 811E �` 10]OIECNNOlD6Y�TNE GENERAL NOTES �Poj,.',•.,FLOKP-" as8W a 7aauNCEnOsaHEEr X'� ''�'SS10N��\•• -AiuwP.a o mm Zn Sh 1.Hun Window Lxg.Mlss(18!m act .0 ra7nll C 7019FECLVDATE reser ..+ oar w< A.LYt'{frIrinfl.C��t.P.E. a0. &D7A1B of Swig— N.vewee,nHn� V41byaeNer sJLsao NT$ 1 •if 5181.1 D FL P.EJI SB705 521!8'MAX 65 318'FRAME O.D. 18' 48'FIXED WIDTH DLO 521MAX 48'FU(E0 WIDTH OLO SEE SHEET 3 5 MAX.O.C. MAXFOR ANCHORAGE MAX TYP. MAX .T'P. REQUIREMENTS 8' MAX 33 314' 33 314' FIXED FDIED FIXED HEIGHT 0LO HEIGHT DLO 75' 75' MAX. MAX. �N T 0 10' �F 78114' w� MAX F QRAME NOK 1l 33SH 33 SASH SASH HEIGHT OLO HEIGHT DLO X X PHOD5C7fOWISm u_pIybgailhev Flmf" imhq com 1 -0612,12 Accg4 mN0 wio D 8' 21/4' nr. MAX 45314'SASH WIDTH OLD 45314'SASH WIDTH OLO MAX. aliu.a'"m P,uiRl TYP. BOX FRAME INTEGRAL FIN MAX.SIZE=52.125"X 75" MAX.SIZE=52.126'X75" NOTE: :`��.•VDI�Vap•.,Fq�: `T' No.58705 •TT 1.FOR SOX FRAME SECTIONS SEE SHEET 8 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1. -D•;CL Q SC 0691/fH 0 NO GGNOFd THL4aHEE7 0 %�0;•, ST TEOkfIS•'•�4; M� 1010 TEONNOlOOY WIVE ELEVATIONS A�;,••/YOR10p;. ��: aaK tarsus a nooEDfa•ruXDwErrwOr/roecixPR4MeEbEvnirav IL VENICE,PLN99 Vl /Sin teHun Window,LargeMlssileIm act iStONALE�a�?. L 1097Hf c AO LI6INGE THA99NETT PO.Bp%ISID ..� A.LY�NNIMI4lfT1,P.E. vEluce.K-4 1Zfb&8,,— NTS 2 •17 -s191-1 t7 FL P.E.0 58705 0.6 0607NE 314'OVERALL GLASS NOMINAL 314'OVERALL GLASS NOMINAL —5116"LAMI GLASS NOMINAL 118'LAM[GLASS NOMINAL IIS'ANNEALED IW ANNEALED GLASS GLASS AIRSPAC .090'BUTACITEO AIRSPACE .0901 BUTACITEO PVB INTERLAYER PVB INTERLAYER 1A1'TEMPEREDOR BY KURARAY AMERICA,INC. 118-TEMPEREDOR BY KURARAY AMERICA.INC. ANNEALED GLASS ANNEALED GLASS 118'ANNEALED1B'ANNEALED GLASS GLASS 35 OR 36 35 OR 36 12'NOM Vr NOM 39 GLASS BITE 39 GLASS BRE 41 � 41 OUTSIDE � � OUTSIDE �aao ��oao ooEl] ooao 1,C=Jj LImcnucrlLeYtsra �dN"a�dm,mRwls, �[ ,a em! •O 12.1 3 0T OPTIONAL 4 OPTIONAL M' aOa FLANGE FLANGE um, 3/4"LAM]I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL ly f-YNN A.fl",� WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP `(FP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =*.' No.56705 f (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) I, EO , zuts o NacrunnESTfussNEEr GLAZING DETAILS •'O^` �ILII=OLOOT9—uo. fvfaw a NDc7tvxlETN,setrET7amw •n"f'° �— Vln S/n Ie Nun �ndowLa eMlssllelm act '',is/ONALE,�' .0 of f�m c NOCW=TNwslfFFr u.Pvemee,7nNv� y„'DN eef� "" "�` ""' A L�PINIMILI.R.P.E O.G. 0&07N8 9Fi5oo FUII 3 77 �r 8181-f D FL P.E.i/58705 7/8.OVERALL GLASS NOMINAL 718'OVERALL GLASS NOMINAL —5116'LAMI GLASS NOMINAL 118'LAM]GLASS NOMINAL 11TANNEALED 101'ANNEALED GLASS GLASS AIRSPACE .000'BUTACITEO AIRSPACE .CDT BUTACITE® PVBINTERLAYER PVBINTERLAYER 118-TEMPEREDOR BY KURARAY AMERICA INC. 118"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 118'ANNEALED 118'ANNEALED GLASS GLASS 31 OR 32 31 OR 9 118'NOM Ur NOM 9---, 9 GLASS BITE 3g GLASS BITE 40 O 40 0 D OUTSIDE � � OUTSIDE a Ell] O O vrsonucr rs8YlseD mmylyingmW ih"EImW nW�nim�o No f5-0612.12 e.Ian o.,rs q oPnofwt 4 OPTIONAL Mivni d" act FLANGE FLANGE 7/8"LAMI I.G.GLAZING DETAIL J 7/8"LAMI I.G.GLAZING DETAIL YNN WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP "1��N��eNsF/��FP-', BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME '`°�` it 1.10.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) .a_ p'•. 7 11F u12 3C OSd/n5 "O NOCK-WQ STMSSHEETQ S TEO 15 IgN IECHNOL00YgBNE GLAZING DETAILS % �p RGR10?.• as rzne,08 a AncluxlTETTrrssxEEr N.VENICE,R5tir5 VinylSln le Hun Window LameMfssffe!m cf '�,'SIOIVALE��G�` L 1691nf C ND pfATJGC TMsS EEr P.O•���'✓� x r ,"us N.VENIC,RSITTd u416y petx. O11"" °"'°"` A�LYNN MNLEk'P.E D.GL 08N7N8 sxsog NTS d -11 5191-1 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH — I OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 0 0 40 41 3.� 40 41 ME OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FIT 32 ----MAX.DAYLIGHT OPENING FIXED 35 TYP. MAX WINDOW WIDTH 36 HORIZONTAL SECTION (INTEGRAL FIN) M 5 9 WINDOW 40 41 HEIGHT 1 DAYLIGHT OPENING S SJ — PRODUCT P*ga WI O—Nri.d, �ro FTMAi -p N HOT 40 41 13 Aau�lanmNo 1 12 onDn q WELD 11 s±tmn ml+omrc. 3 � uunrr LYNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 !N..507.05 c •. sc�" aavrns a rrocnxxceaIMS sxr 'O Aos fanaar a ND CAM TIMISHEEr 1°H vcff=z.re SECTIONS/NTEGR4LFlNFRAME .�,SS1pNAt-�C,G`; Vin 1 Sin le Hun Window Large Missile Impact L faDrnl C NOgLWGETla3&;Efr M.ox�M o..aY. .i�(JrSMMILI.�ER.P.E. D.4 a8 a,:Z07Nd asr ea EL 0A,n:fuf Vlnby Berm D FL P.EA 50705 aNsos NTS 5 •f1 5 191-f t DAYLIGHT OPENING SASH • 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 0 40 41 0 3.50 40 41 M X. OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING Fu 32 1'�S .DAYLIGHT OPENING FIXED 35 TYP. MAX.WINDOW WIOTH 36 HORIZONTAL SECTION (BOX FRAME) 5 9 WINDOW u HEIGHT i 40 41 DAYLIGHT OPENING SASH 2 PRODUCT RMSM OmmPlringHjNxm FIMd. uiWU Code =lSW 4 40 41 13 A�«P - I2.1219 HOT ftDY. WELD 17 Il unl ,m rro lu Dur a ���OHi LYNN Afil'�' ��'•.•VcFt439'•.�%P HOT WELD CORNER ASSEMBLY VERTICAL SECTION (BOX FRAME) (BOX FRAME) 4 Nu.53705 so"` =ws o N0CX4NOE9UxesxEET SECTIONS BOXFRAME �'�'��cS'•• tcmD?;.��G��'.= IsrorsaaDlDcv onus UG, iLf84B o NofauxeenassratT N.vex¢E.n.sfarF Vln ISIn Ie Hun Wlndow.Lame Mlsslle/m act v.o.eoxlszo ar fonnn a xorrurlGETHmarfEE'T x.NeMCE,rL-wn� tarbtr Beta. "'"" "` A.LYNP.E.#5870 P.E. afi. � sfrsao Hell 6 +11 5191-1 D FL P.EA 55705 ITEM DWG NO.1 PART 0 DESCRIPTIONITEM DWG NO. PART# DESCRIPTION BO 215 1 9521 55163 PITf3;iitAL FNFRAMEFEADe.IAM! DAT LAM I.G.GUS5:718'7B.FHl®OlRB0AR0- 2 9871 69871 BOxFRANEHFADa.41M7 31 AMACE•11TAMGALE)..W6UEkarE PVB 3 9520 &SIBd MIFSiPAL FNFPAMSSLL NTE6AYE4-Iff ANF31LE36116-LAW o 4 9670 89870 WSCRBOXFRA ESILLANFR I&IAM LG.GUS5:118'AMFi1LEl0UTBO41m- 5 7940 65102 FD(EDMB'.MIGRAL NIESAYER.IiE•AREALL®.0�4-8UUrAKat®we .o3s-� I�'EM40, a 7126.1 55153 NIETWRALRENF ROBA 4r 33 .. I.G.BEAD 7 7942 65109 SASHSTOP 9 8873 65117 EALANCEMVES 3/ MAIL•While Ridged PVC 9 7092 55105 SASHNIHLDO( by Quanex Building Products,Inc. 10 61644W VY57P.,.1B7x.270 FN SEAL 3l4-UML-IAr Af LED-.4Ta4a UrAarE0PJ DWG NO.6492 11 70W-1 05114 SASH REWORODMW 3+` AFSPA(E•1N'AINALf3]-.090"BUTAOf®we Pq 12 7093 85105 SASHSIDERAL - NIH6AYE4-1/8'ANJENLB)6115 UAq .272 13 7745 65113 SASHLRRAL 3+4'UMlG GU55:175°AMFAL®GUIBOARD- 35 AFSPACE-IRr ANICAALE7-.090•BUUGT6a W e 14 1669 715B9SP MTSLFP=PLATE WffE AYE4-1R7AF4VFAL®5118'UM) 16 156110 71694 TLTBALAMESFg6 37 ITEM 41, to 16W 7FRMfSSW PMDr RARS 3B 17 7a7D8SlAW CAM6W�LOIX 39 6LCAFEOW411B8 SDL BEAD 18 76133.SLXW CAMSYMPL0o(IOH$2 40 84M 55112 GLA2P!".a BEAD 19 nsMAF w1�1ULEODVEI M 8483 65149 SO.GUZPG BEAD MAIL•White Ridged PVC zo 7e75161L RHTLruTa - by Quanex Building Products,Inc. DWG NO.8483 21 797SUn LHTLTLATCH 22 71BOW ALLU SCRLWSUPPORrr1ATE M nw mrALLH3LEFLu3 NOTE' m 24 71634K SEM113 BLOCK BYQUANALL UOEOVIINGNYL MANUFACTURED BY OUANF�f BUILDING PRODUCTS,INC. TS 71684AK SETTPX3 BLOL1(-SaFAREvIVE 20 75XIFPTAX 6 X P FM TECH(410 SS PANTED) 4-7 761TF7'M7( B X 1rr FH(410 SS PAWM ze 7exz7PAatox axrTHVMxLsazrwss 20 76X114FPA5410xMOX 1174- 30 ®(1FPAX M8%1 �-1A4 410 1.23 �--•.079 I OBOE{ do I as pDUCI'RBVISF.D O6 3:1- plyinglv�lh lb Fia(d. waam8com 1.35 'OB 1.47 GPwuanvuel 'O •I 19' 1.18 .0 Dy A M6mi R 1 110-—I I-- ITEM 11, SASH REINFORCEMENT MAIL:Alum.(6083-TB) ITEM 5, ITEM 6, ITEM 9, NY LYNN.. DWG NO.7092.1 ``�a�,r�•�c9nsE••.F1+ FIXED MEETING RAIL FIXED MTG.RAIL REINF. SASH INTERLOCK MAIL•While Ridged PVC MAIL Alum.(6063-TS) MATL•White Ridged PVC _ No.50705 •'" by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. - DWG NO.7040 DWG NO.7092 ::,v 7 1-!IS• EO so eamns v MOQpNUESWSSHEEr PARTSLISTANDO(TRUSIONSq3u "�`�; •.PCORIOP:'�� +m9 T8uNalncrorlrv6 _ as i2nem a aeDEvonvENsxwsroavuPDrmvslDss H.vvnc9.nxns �',SS,•••••••• 1Y`: V/n Sln !e Hun Window,La a Mlsslle!m act OPaA'L'�1 JI famnf C 170 CRANCiE7/895HEET PA.a0x Is20 �� '7 o.�w A.L1'NN�MIee.en,P.E. x.v6xicc,nT4n, lZ/bbr 88718 OR600 N75 7 r 1} 5191-1 D FL P.E.#56705 0.G.�7AW OPTIONAL a 25 FLANGE 3.25 3.250 0 �ln 2, .040;94 ❑ 2.94 ��t_.-_.—!a� .060 2.00 40 a� oo�o oE IETII 0 ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEA ITEM 4, MATL:*White Ridged PVC MATL:White Ridged PVC OPTIONAL IOPTIONAL by Quanex Building Products,Inc. by Quanex Buliding Products Inc FLANGE BOX FRAME SILL FLANGE, DING N0.9285 DING N0.9288 MA7L:While Ridged PVC by Quanex Building Products,Inc. U DWG NO.9286 LOP77ONAL st FLANGE —3.25D--7 1.647-1 U 47 80 —065 3.25 MODWr"VISED ��aITEM 12, ITEM 13, By .as0 SASH SIDE RAIL SASH LIFT RAIL MAM! MArL-While Ridged PVC MArL*.White Ridged PVC by Quanex Building Products,Inc. by Quanex Building Products,Inc. DING NO�7093 GWGNO.7746 N ITEM 1, INTEGRAL FIN HEADMAMB MAT'L,White Ridged PVC by Quanex Building Products,Ina. tio.sales DING NO,9287 We ma TNSwEr 11,7 79 ,,,Q50 av .w as ta'I4os — - 1010MCHNOLOGYMW MaMm jj Vinid Sin to Hung Windatv1 Lame Missile aN Vbib& = NMAL F- OW FL P.E.#56705p' --da ANCHORQUANTITIES ANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WINDOW WIDTH View1.ANCHOR TYPES:1-910 SCREWS 2.3/18'ULTRACONS Fixed Sash 111 16 20 24 26 32 36 40 44 46 521/6 (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 1 1 1 Iii 1 1 1 1 2 1 2 HOEAD 6INMAX.FROM TOP CORNERS JAMBS-9'MAX.FROM TOP CORNERS' W 25 45 30 1 1 1 1 1 1 1 1 1 1 1 1 2 2 ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) ( 8'MAX.ROMBOTTOM CORNERS (,) 30 54 36 —171- 1 1 1 1 1 2 1 1 2 1 2 4'MIN.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED D 0 35 621/2 42 1 2 1 2 1 2 1 2 1 -2 2 1 2 2 2 2 2 • 3.INSTALL PER THE ADJACENT TABLE ANCHOR W QUANTITIES USING THE DIMENSIONAL CRITERIA OF 40 48 2 1 2, 2 2 2 2 2 2 2 2 2 2 2 2 3 NOTE 2. H 45 54 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 4 OPTIONAANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT E 1 50 60 2 2 2 2 2 2 2 3 2:p 2 3 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. C' 55 66 111 WINDOW H 2 3 2 2 3 2 11 2 3 2 3 2 3 2 3 2 3 3 4 —52i1a'- T 60 72 2 3 2 3 2 3 2 3 2 3 621/2 75 3 3 3 3 3 3- 3 3 3 3 3 3 __5__'F3 3 4 3 1 4 ~ &enpie:52.125 x 75 For 1/1 Windows 3 f.Anchors required in the head Anchors required below the MM Anchors required above the Mitt Ecanple:62.125x62.500For View Window a VIEWWINDOW gODUCTREYISEO 52 1f6' olYlnB�nlh lha FlorlA� Wihlin�CoEa �� ,— AammnroNo(5.06)2,IQ 3 Fuad" 3 ' I I In.�mm�Dse iI 3 4 2=2 == I I I=_ �� ado vmmKlCooyy I Sash' Fixed" .BH FIXED NOTE NCHOR QLANITrY AND ABOVETI-EMTR,ANW DOLLSETHEVENSASHIMNDOWHEIGHTFORAtC�OUANTITYBELOWDTHEMiR. `. ,011yLYNNA:�1/�O'' NNXMUM H9GHT FOR V EW WNDOW IS 621/2". .4H SASH a •No.5ST05 NOTE FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE. ATE�Fs'!'u so Z11f5 o A9MEMGROUFFRl QW ANCHORAGESPACING �`'••FLORID?.• IoiareaNOLoarOwvE a� � ���S.S•........��G�` HCI7/feW B ADMED/WM M07G7l�VBiWWlN90WExM�fEB N.VENICE,0.]'P6 " vu,B9 lsa, VM Sin le Hun_Window,La a M/salla Im act �„/ftMI JJ iamnf c xo cruors rwssBFFr N.VENILE0.]lir� w,lbb Beare. sByp MS 9 e}1 �p5191-1 D AFL�P.Eq R.P.E.5870 or D.0. M&97MB �_1IY MIN.EDGE 910 SCREW 1 I4'MNG SHIM 1 318'MIN.EMBEDMENT 1 318'MI .EMBEDMENT Zs WOOD BUCK (SEE NOTE 3) 12'MIN.EDGE OPTIONAL FLANGE 114" MAX. SHIM MO SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FlJW OE W9 JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1xWOODBUCK GE DIST. (SEE NOTE 3 ® 1318'MIN.EMBEDMENT 1.31WHINLEMBEDMENT 29KSIMIN.CONCRETE—`�.'1,.d,�': OR ib KSI MIN.GROUT- 114'MAX.SHIM FlLLED CMU E•"•�..'':. ME ..✓i.EOG T. o i.... Ok0RMU ® EE NOTE 91 STANCE REQSHIM 3116'ULTRACON Ix WOOD BUCK 3118'ULTRACON . (SEENOTE3) OPTIONAL FLANGE 2t013UCTLtI WSFD JAMB W/BOX FRAME HEAD W/BOX FRAME �'" be THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Aa c'A' Ix BUCK OPTIONAL 1x BUCK OPTIONAL ® NOTES: n°iana ease I 1.FOR CONCRETE(MIN.2.8 KBI)APPUCATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 3118'ULTRACON•EMSEDED 131W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IB 1'MINIMUM AND TO GROUT-FILLED CMU IS 2.5' 2.FOR WOOD(G=0.55)APPUCATIONS IN MIAMI43ADE COUNTY.USE 910 STEEL SCREW.EMSEDED 137 MIN- 11 t I t 111, 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'.lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 11AY THICK OR GREATER INSTALLATION TO THE SUBSTRATE OFWOOD '��,�•2�.•GENSE-•,FR���� BU GKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. .1S'; J ;c 4.FORATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8663-TS AND A MINIMUM OF IB'THICK.THE ALUMINUM STRUCTURAL MEMBER _ N9.56705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THEANCHORSHALL - BEA910SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET.THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACCNS MAY BE USED. —7�E6�S rw SO axoV15 u rNULIDO AelN9MKS98STRATEREOLMME TS ANCHORAGE DETAILS-BOX FRAME •C, tmoleatN9L90r oxrve ........ a0. 1eH896 B NOCWV/GENA99Ht3:T N.VEl110E,ilNTlx �Fss/ONAL� • Isaw 19VJN1 c xoekwGenosaNSST ro 90x,saT V/n 1 Sin le Hun_Window,Lame Missile im ct i„ N.VFNICE,PL]IT7� Yulbb A7ersr �� A.lwp...IL.LER P.E aQ � SRm9 NTS f0 -ii 5141-1 D FL P.E.968705 a WOOD BUCK 2) 1.430"MIM EMBEDMENT I 14"MAX.SHIM-1 .120-OLA.X 112'ROOFING NAILA Zx WOOD BUCK S*MAX FROM [SEE NOTE 2'1 CORNERS 4 WO.C... IA3WMIN.EMBED fir MIN EDGE I/C MAX. 3 1 M OPTIONAL OPTIONAL FLANGE FLANGE T 1W MAX. 1/2'MIN EDGE 12V CIA,X I Irr ROOFING NAIL, SHIM 2 11"'MAX FROM 0 BUCK CORNER&4100.C. .12V DIA.X I lrrap�= - OPTIONAL FLANGE 111!.111 EDGE. CORNER 11110'...-& (SEENOTE2) AQD'MIN,EMBEDMENT JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING All Z,0u,l Talion Otlt NOTES: MiBy mi oatPft" 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMWADE COUNTY,USE.12W DIAL x i IIT ROOFING NAIL INTO WOOD(0=0.55) Z WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IXARIE BUCKSWHOSETOTALTHIC(THICKNESS IS=STHAN I 12".lxWGGD BUCKS ARE OPTIONAL IF UNIT CAN HE INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE I ln*THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. YNN,f, 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-15 AND A MINIMUM OF 118"THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULLSUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. N..58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACOUS MAY BE USED. ";0W I'dovis D Q I-forAMPINO ANCHORAGEDE qT III 6 N 'Aiv oa TAILS-Integral Fin Frame INIAW a NO CAME TM MEET Sw� ji IM751t P.O.Baxlen Me Hung Window,LaRDID Impact 1_ _ — — A. NTS 1 11 .11 FL IL aa 0surAm -SUM 5191.1 1 n 59705