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HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Online ����v�IJJ Page 1 of 3 ProfessionalBusiness & Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Search I Fbrida p Product Approval � USER:Public User 1. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 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 North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustrt'es.com i - Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com 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 hft- Product Approval Method Method 1 Option A .-COP Date Submitted 08/22/2 Date Validated 09/0712;� ; Date PendingFBC Approval L :.1 ' 1 'i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 4/14/2O 17 Florida Building Code Online Page 2 of 3 _b Date Approved 09/08/2016 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 R24 C CAC 16-0505.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.1)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: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.odf 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 R24 II 15-0612.12b.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: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes. FL239 R24 C CAC 16-0714.05.pdf 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 R24 II 16-0714.05.1)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 R24 C CAC 16-0714.06.odf 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 R24 II 16-0714.06.1)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: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.01.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: 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 FL239 R24 C CAC 16-0714.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.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: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 4/14/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.Ddf 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 R24 II 15=0612.11 LMI.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: 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 R24 C CAC 15-0612.10 SMI.Ddf 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 R24 II 15-0612.10 SMI.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: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.Ddf 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 R24 II 16-0714.04.0df (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: 239.10 9H-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.Ddf 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 R24 II 16-0714.03.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 Next 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 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 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 here. Product Approval Accepts: ®6.9m OZ Credit Card I Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS lBu8CAEni... 4/14/2017 • i M IAM I-QADE 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.miamidade.gov/economy 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"SH-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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: 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 manufacture 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: N.OA No. 15-0612.12 htiAMt-DADE COUNTY Expiration Date: January 08,2019 �3 p jtj A oval Date: Judy 23 2015 1 Page 1 PGT Industries.In'c. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' J 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 1 through 11 of 11,dated 08/07/08,with revision I)dated 06/01/15,prepared by manufacturer,signed and sealed 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 Bung 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-up drawings and installation diagram of an outswing French door; prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47,dated 10/31/08,signed and sealed 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-51" 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): " Ma nu Per ,P.E. Product Contr 1 E miner NOA No. s--0612.12 Expiration Date: January 08,2019 Approval Date: July 232015 E-1 J , . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®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 12/26/16. 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 Perez, Product Control Exa i r 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 CONTENTS SHEET GENERAL NOTES....................................1 1.GLAZING OPTIONS: A.3/N'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8-TEMPERED OR ANNEALED G SS, AIRSPACE AND 6/18"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE SS BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3 B.7/&'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118'TEMPERED OR ANNEALED G S,AIRSPACE AND 5/16'LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................6 PARTS LIST..............................................7 2.CONFIGURATIONS.III AND PROVIEW EXTRUSIONS............................................8 3.DESIGN PRESSURES:+801-70 PSF(ALL GLASS TYPES LISTED ABOVE) ® ANCHORAGE SPACING,BOX FRAME...9 ANCHORAGE DETAILS,BOX FRAME.....10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ANCHORAGE DETAILS,LF,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-50/+50 PSF. 4.ANCHORAGE:THE 331131%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 FLORIDA13UILDING 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-5710. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX 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). PRODUCT REVISED as camylying tvith the Fladds Building CVe . AccePlaOce No� � 2 1 tmti Data !q. ' n ucni r Prodeet Co tol• IIIIIII/l �YNN Al/1[�c No.56105 qj m. .w>< sc oouaUfis D REVISEDNOTEBLocK GENERAL NOTES O ' FLoa�o�• _tiv: 1070 TECHNOLOGY DRIVE _ •'••••"• �'j` wNiTLIFF D.O. IMI1118 a NO CHANGE THIS SHEET N.VENIC ,F1.34276icm7 _ Vinyl Sln Ie Hun Window,Large Missile Impact dJ 10=111 c 2010MCUPDATE P.O.BQX 1s2B p,M,eOt m.e o raw wK A.LY1SN M)��ER,P.E. O—W. nee , N.VENICE.FL 34274 Valby Better SHM NTS 1 •1 i 5181-1 D FL P.E.#58M D.O. "7/08 55 31W FRAME O.D. 52 1/8"MAX. 52 1/8"MAX. 48"FIXED WIDTH DLO 48"FIXED WIDTH DLO SEE SHEET 9 ' 41/8"O.C. 8" FOR ANCHORAGE MAX. MAX..M MAX. ' Mom' REQUIREMENTS A TYP. MAX. / 33 314" / 33 314" FIXED FIXED / HEIGHT DLO HEIGHT DLO 75" 75" MAX. MAX. g _ 10, 781/4" =W' MAX. FRAME w Z K O.D. L u N 0 W K / 33 3/4" / 33 3/4" / SASH / SASH / HEIGHT DLO / HEIGHT DLO X X - PRODUCFREVISED as complying with tho Florida building Code W I h I L Acceptoncc No IV D. Imllo DateIq 81 21/4" Dx. MAY. 45 314"SASH WIDTH DLO 45 314"SASH WIDTH DLO MAX. 15i ail' el n dncl TV?. BOX FRAME -INTEGRAL FIN MAX.SIZE=52.125"X 75" MAX.SIZE=52.125"X 75" t tt� NOTE: . No.58705 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. _ 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1.of. Dm D ' sr rE oFIS:`<k Sc owilf5 0 NO CHANGES 71NIS SHE I ELEVATIONS 'O�'•. s � f070 TECHNOLOGY DMVE f0 CORtDA.•�G; D.D. 1T/1sNS B ADDED106MAXDIMENSIONToBOXFRAMEELE�ATION N.vENICE,FL34Y75 � � ,/`�� ` \ P.O. �s Vin 1 Sin le Hun Window Large Missfle Impact '�,,5/UNnG 10 JJ ]W� 7H1 �c No auWDET}fisstrEEre.r m seeA.LYNNM111lA�FZ.P.E. Vw N.VENICE,FL 34274 Vfstby Better NTS 2 d 11 5191-i D FL P.E.#58705 D.G. 7108 3/4"OVERALL GLASS NOMINAL. 314"OVERALL GLASS NOMINAL 5/18"LAM[GLASS NOMINAL 5116'LAM[GLASS NOMINAL 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE 09ff BUTACITE® AIRSPACE ,090"BUTACITE® PVBINTERLAYER PVB INTER LAYER 1/8"TEMPERED OR BY KURARAY AMERICA,INC. 1/8"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED 118"ANNEALED GLASS GLASS 35 OR 36 35 oR 36 :�� 112"NOM 1!2"NOM 3g GLASS BITE 39 GLASS BITE 41 41 OUTSIDE OUTSIDE a 0 0 0 E:111 ooE111 O O PRODUCTREVIBED As complying with the Fwas Rvilding Code Acc,pla No 1 •O Z.f R pima Dnt. [9 3 RY OPTIONAL 4 OPTIONAL Miem' ade'-d.N FLANGE FLANGE untt 3/4"LAMI I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 118"CAP \��•''�\CENSF''•.FQ BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME ='`:' No.5B795 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) Sc asa7ne D NO CHANGES THIS GLAZING DETAILS A' �<DR+DPIWP,. f070 TECNNOLOfi1'DPIVE i`'s'''••••.•••' D.O. 17/fBdIB 10CHANG,ETHISSHEEr N.VENiCE,FL34273 �T VIn I Sln le Hun Window,Le a Missile Impact �'��,`S�ONA1. JJ 10.grHi C NO CHANGE THIS SHEET t?.O.BOX 1528 tl1 a,,,. s..e o.worn LS'4�1�111v11LL1=R,P.E. N.VENCE,FL34274 Vtslbly Better 8H500 Full 3 a 11 5181-1 D FL P.E.#58705 D.G.svrme °"" 7/8'OVERALL GLASS NOMINAL 718"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 5/16'LAMI GLASS NOMINAL 1/8"ANNEALED 1/8'ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE® AIRSPACE OW'BUTACITE® PVBINTERLAYER PVBINTERLAYER 1/8"TEMPERED OR BY KURARAY AMERICA.INC. 1/8-,TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS 31 OR 32 31 GR 32 1/2'NOM 1/2"NOM 39 GLASS BITE 39 GLASS BITE 0 O 40 40 OUTSIDE OUTSIDE a a 00 a 00 a � LID oo oo�o 0 0 PRODUCy REVISED as complying wIIA do Rlosids Guitding Code Ac "'2No 15-06/2.12 Imtle Dele q 3 OPTIONAL 4 OPTIONAL tntyemi ode uet oval FLANGE FLANGE 7/8"LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL \,,�`NI LYNn WITH 5116"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP ° <<F BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) _ = -(q-7F I�sC L=1116 D NO CHANGES THIS SHEET pEO• ftw— f070 TECNNOLOGr lsUlfE rGLAZING DETAILS � �• �toR.D?;.•',C� D.G. 1P/lsiW a NO CHANGE 77113 SHEET N.VENICE,I-131279 ° - P.o.wxtsze — V/n !Sln le Hun Window,LargeMissileIm act "/'6,'S/ONA�-���` \` J! IMY/11 C NO CHANGE THIS e�rsme wr• .� uswoN+ n�' A.I:SINN MNLlt Z,P.E. D.G. M7108 o� N.VENICE,FL 34274 Visibly&tecr sH500 NT$ 4 d 11 5191-1 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 0 p p 40 41 3. 50 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING 32 NP ----MAX.DAYLIGHT OPENING FIXED 35 MAX.WINDOW WIDTH 36 HORIZONTAL SECTION o (INTEGRAL FIN) ML 5 g WINDOW v 40 41 HEI HT 6 11 M 1 DAYLIGHT OPENING S H PRODUCTREVISED m complying wish Ih5 PIOAA� , 11Bi1ding Code 40 41 13 Aeapwnee Nt I - �2• HOT Ea 1.1fon Dam 14 WELD By 11 M16nd ade 3 iuull;; ONI .YNM. /"1�i •''•Jc�Nafi'••�C9 HOT WELD CORNER ASSEMBLY VERTICAL SECTION +\: Nu.50705 r'= (INTEGRAL FIN) (INTEGRAL FIN) 3 ` R—dBr. Lllr: RnYWa: , 8C 0&Df/I5 O NO CHMIGES MS SHEET ^^ SECTIONS INTEGRAL FIN FRAME �'O�` '•.,FCORIO�;.•'G.��a•� 10fN ECHNOLCGY DRNE nc i�s \l \� D.R 12�f S NocHANceTMSSHEEr N.VENICE,FLJ4275 Vin Single Hun Window,La aMissileIm act ��is/ONA�.• JJ tonEw, NOCNANGETHISSHEET P.O.BOX1529 ya „�. �,� u..�ox+ iae A.LINFt�III.�ER,P.E. N.VENICE,FL31W4 Vtdb$Better NTS b d 11 51v-1 D FL P.E.#55705 D.G. MAX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 0 2 0 0 40 41 3. 50 40 41 M . OPTIONAL DAYLIGHT 31 OUTSIDE FLANGE OPENING 40 41 F D 32 NPMAX.DAYLIGHT OPENING FIXED 35 MAX.WINDOW WIDTH 36 HORIZONTAL SECTION (BOX FRAME) 5 g WINDOW 0 HEI HT g 11 M 40 41 DAYLIGHT OPENING S H 2 PRODUCT REVISED m complyinglvlth tho blodda Ao¢Lept'nuce Ha lrJ'Q�o�2•�2 4 HOT 40 41 13 Ex I,ution Date lq WELD °y 11 Mihn,i e�rmanc t7d NIP- LnnIII HOT WELD CORNER ASSEMBLY VERTICAL SECTION _ ,�. No.5o705 _ (BOX FRAME) (BOX FRAME) 4 o tT I TE rr sc OgN1/15 D NOCibWGES7HISSHEET SECTIONS,BOX FRAME ^� '•F<ORIDP••' 1070 TECHNOLOGY DRIVE D.0. 7TlfSlOB B NO CHANGE THIS SHEET N.VENICE,FL 34276 P n`' %ss(• ..•,..•.�C\�, Vln /Sln le Hun Window,La a MIss1Ie Im act 'II, ��� ,1P. JJ ftwna O NOCHANGETHISSHEET P.0.00X1620 nr.ue oy,r ®,.� oa.rp,n �hfLLEti�,P.E. ten,t>r t>� N.VENICE,FL39274 Vbrb(YBetter SH500 flel( B •+11 5181-1 D FLP.E.#58705 ITEM DWG NO.I PART# DESCRIPTION ITEM IDWG NO.1 PART# DESCRIPTION 803 215 1 9521 65183 NT03RAL FNFRAM:FEADR JAM6 71[r LA I.G.G LASS:118'TBMPERSDOU[eR4RD- 2 9871 89971 Bl?X fTt41 Hf31D8.WM110 31 AIRSPACE-I/T AMEALED-.090'BUTACMM PVB 3 9520 65164 INIEGRALFNFRAM=SLL VW B•iT L AYLG GLASS.'I sL® 4 9570 69370 BOX FRAME SILL AIRLAMLG.GLANNIAL"ANNEAL®OUTBOARD- 32 ARSPACE-1/8"ANNEtiLED-.tTeo^BUTAOTB®Pve .035 ITEM 4017 5 - no 65102 PD03)MEEnNGRAL NfERAYER-1/8"ANNEALED SHIP LA 6 7120.1 65103 MEETING PAL RENFOAB•!r 33 I.G. BEAD 7 7942 65109 BASHSTOP MAT'L:White Ridged PVC B 8873 65117 BALANCECOVERS 34 a 7os2 s51os sgsHNrl�oa by Quanex Building Products,Inc. 9 61644W SASHVVSTP .FERLOC 0FP4SE4L 314^LAMLG.GLAS31/8"TE FEREDcurBOARD- DWG NO.6492 11 7092.1 16114 SASH REINFORCEMENT C OFN 35 ARSPACE-1f6'ANNEALED-.090'BUTAOTI0PVB 82 12 7093 65108 SASHS�E RAL RJTEitI.AYHt-1f8'ANNEAA (W18'IAM) I�+--• 272 3/4'LAM I.G.GLASS:V8'AL•IJEALEDOUTBOARD- 13 7745 85113 SASHLETRAL 36 ARSPACE-1/8'ANNIALED O90"BUFAcrrE0PVB 14 1669 71669SP Mt SUPPORT PLATE INTERLAYER-10 ANNEAL®5ti8'LAW 15 1SB110 7104 TLTBALANCESHOE9 37 ITEM 41, 18 1688 7FFYPSSFF PIVOT BARS 36 17 76208SLAW CAMSWEFPLOCK 39 SLICONEDOW1199 SDL BEAD 18 76133SLKW CAMSN�LOD(193T t 40 8492 85112 GLAZING BEAD 19 798MM WEEPHOLEOOVER 41 8483 05146 SDLGLAZN3BEAD MAT'L:White Ridged PVC 20 7675RHIL RHTY.T LATCH by Quanex Building Products,Inc. DWG NO.8483 21 7876LHTL LHTILTLATCH 22 716698P ALUM SCREW SUFPDRT RATE NOTE: 23 71038W INSTALLHOL.EFLUG ALL EXTRUDED VINYL MANUFACTURED 24 71684K SEITNG BLOCK BY QUANEX BUILDING PRODUCTS,INC. 25 71684AK SETrMBLOCK-SaFADHFSIVE 26 76X1FPrWA 6 X 1°PH TECH(410 SS PANT®) 27 7612FPIWX 6 X 1/2"PH(410 SS PANTED) 28 76X2TPA41DX 2X2'T1-VNYLSfABNSS 29 7SX114FPAS41OX f18X11/4' 30 6XIFPAX 198XV 1.44 235— 41 1 �--•.870— { �80 —I I as O plylnSwit the as compryin8 with the IgOtltle - pED 050 .5 8 Duiiding Colo 1.1135 .065 1.(47 AcceptmccNo 'O 1. 18 Bx imtlOn Date )C(- .080 Dy .OB Mlivni Pt ud trot Q {� ITEM 11, 110---1 SASH REINFORCEMENT MAT'L:Alum.(6063-T6) ITEM 51 ITEM 69 ITEM 9, DWG NO.7092-1 \\����CN..!...�. �1ccNSF •.P FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK MAT'L:White Ridged PVC MAIL:Alum.(6063-TB) MAIL:White Ridged PVC = ; ND.58705 by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. _ �� _ DWG NO.7940 DWG NO.7092 7 IZ rsmee: ar: Rnnna ossal+nn' F TE O 0 F '4Q SC DBg1/16 D NOCHANCESTHIS6HEET PARTS LISTAND EXTRUSIONS o,be R„„b,� 10107ECHNOLOGY DRNE i� ...• C'J�� o.G 1?/f84)6 B aooEDD/MEn/sron/sroaLUM.Ezrnus/oxs N.VENICE•FL3az76 Wnyl Sln le Hun Window,La a MISSIle Im acf JJ 10.a7/1f C No CHANGE THIS SHEET P.D.Sox 1526 e.�.+eee ere orv,s: nR A.LfNNIMItL P.E. o.� t>rse N.VENICE,FL 3427� VGIbly Berter SH, wS 7 a 11 5181-1 D FL P.E.#58705 D.Cx 0&D7/O9 OPTIONAL 3.250 - FLANGE 3.250 3.250 N� .040 2.84 � � 2.84 '—�040 O80 2. 00 D—QU IF—1 - I 0 .06 .080 ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB ITEM 4, MATL:White Ridged PVC MATL:White Ridged PVC OPTIONAL OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO.9285 DWG NO.9288 MAT'L:White Ridged PVC by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL 1s10 FLANGE —3.2501.847 1. 47 U 1.160 DOS Q 3.025 PRODUCT REVISED e9 cmnMying with Iho Flatd! 040 I�.ilding Code AC-P6ance ��� im(."Date 4 ITEM 12, ITEM 13, D5o SASH SIDE RAIL SASH LIFT RAIL tew wni ndo ProaOal canted MATL:White Ridged PVC MATL:White Ridged PVC by Quanex Building Products,Inc, by Quanex Building Products,Inc. DWG N0:_7093 DWG NO.7745 �YNN ITEM 1, INTEGRAL FIN HEAD/JAMB `��� ,,CE s %[�, No.58705 . MATL•White Ridged PVC by Quanex Building Products,Inc. { ` DWG NO.9287 ".a ' 7 17�S lug SC 6 D NO CHIINGEG THIS SNEET' � ArE D.O. i2 H4B 7MRIFn B NO CHANGE THIS SHEET 707N.VENtCE,�27 P T EXTRUSIONS �C'��C.•'' F'(OR1OP;. •,G.�'` .6H /1+ C NocNANGETHrssHEET PA.BQX7620 Vinyl Single Hun Window La ye Missile Impact ''SS/ONAt-�\"' u.eney. owR o.r: N.VENICE.FL342T4 VGIb(y Bemr B11bti� °f�` 8111 Ai1jNi '�" A.MR MILL'E'R�,,P.E. D.G. DHAD7/O8 sHsoo Helf 8 e 11 618i-i D FL P.E.#68705 ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WINDOW WIDTH View 1.ANCHOR TYPES: 1-#10SCREWS 2.3116'ULTRACONS Fixed Sash 1/1 16 20 24 28 1 32 36 40 44 48 521/8 (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 1 1 1 1 1 1 2 1 2 HEAD 6NMAX FROM TOP CORNERS JAMBS-9"MAX.FROM TOP CORNERS' W 25 45 30 1 1 1 1 1 1 2 1 2 2 1 2 ('NOT TO EXCEDE IM OF TOTAL WINDOW HEIGHT) ( 6"MAX.FROM BOTTOM CORNERS N 30 54 36 1 1 1 2 1 2 1 2 1 2 1 2 1 2 4"MIN.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED D 0 35 821/2 42 1 2 1 2 1. 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 y 3.INSTALL PER THE ADJACENT TABLE ANCHOR W QUANTITIES USING THE DIMENSIONAL CRITERIA OF 40 48 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2. H 45 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 OPTIANCiORAGE ONAL FLANGE FOR BOX FRAME WITH OR WITHOUT E I 50 60 2 2 2 2 2 2 2 2 3 3 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. G 55 66 1/1 WINDOW H 2 3 2 3 2 3 2 3 E33 2 3 2 3 2 3 3 4 �62I/8"� T 60 72 2 3 2 3 3 3 3 4 3 4I -- 621/2 75 3 3ff 3 3 3 3 3 3 3 3 3 4 3 4 Example:52.125 x 75 For 1/1 Window s 3 t Anchors required in the head -- Anchors required below the MTR —— —— Anchors required above the MTR Example:52.125 x 62.500 For View Windows VIEW WINDOW PRODUCr REVISED 521/6" 03 comptytn0 wilh the Florida 'Be ceao 1�- 612,12 Atcepton-No 3 Head" Mv" I I I Iix ration Date 9 3 4 �7 _ — By Sash' M, I a. rodutlO..W Fixed"* ,6H FIXED NOTE FOR VIEW WINDOWS USE VIEW FD(®WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 62112" �� ON�Ll NN 49/, ABOVE THE UM,AND USETHE V ILN SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR VIEW WNDOW IS 621/2". 4H SASH Yc: NQ,58705 NOTE:FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE. % t1 K 1 7 1 S`:"Q/ Sc 0"1/15 D ADDED OR LED CMU F' fOTOTECHNOLOGYORNE IFW Zr ANCHORAGE SPACING U�c�•,FxoRtDA.• 5; . faob a�mrw. ADDEDANDMDDfFIEDVIEWWINDOWEXAMPLES N.VENICe FL7az16 Vinyl Sln le Hun Window,Large MlssRe Impact �S'S/ONAk-�C`'� JJ 1a117/l1 C NO CHANGE THIS SHEET P.0.90x rsse s.`.�de �. twrora n.r. A.L(If�fJ'MILL�R.P.E. ' Mr.— N.VENICE,PL34ZT4 VhIbly Better D.Q. 0SA»01 SH500 EVTS 1 9 a 11 5181-1 FL P.E.#56705 }�-1C2"MIN.EDGE #tOSCREW 114'MAX.SHIM 1 3/8-MIN.EMBEDMENT 0 13/8-MI .EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) i/4'MIN.EDGE OPTIONAL FLANGE 1!4" MAX. SHIM Q #10 SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE JAMB W1 BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD Ix WOOD BUCK EDGE DIST. (SEE NOTE 3 ® 1-3/8'MIN.EMBEDMENT 1-3/8"MIN.EMBEDMENT 2.9 KSI MIN.CONCRETE—^!iti. .•.�:. .,•..:; ;' OR 1.5 KSI MIN.GROUT- , 1/4'MAX.SHIM I+" FILLED CMU 11 .�sa .EDG DIST. OPTIONAL o FLANGE SEE NOTE#1 FOR EDGE 1!4" JJ�� •,•, DISTANCE REQUIREMENTS MAX. rill ,;•'•• FOR CONCRETE OR CMU SHIM 4``UI/I '`,l• 3t10'ULTRACON Ix WOOD BUCK 3110'ULTRACON (SEE NOTE 3) OPTIONAL.FLANGE PRODUCT I1EV ISED JAMB W1 BOX FRAME HEAD W1 BOX FRAME "`mply'"g'"""`°`FI°ad' THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE e„aal„BCoo d� AcsepfunmN 1�-� I BUCK OPTIONAL 1x BUCK OPTIONAL er rnaonDab 19 [dam NOTES: B7 Mi6tni odeP ucl 1. FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/18"ULTRACON,EMBEDED 13/8'MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM AND TO GROUT-FILLED CMU IS 2;5' 2•FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#i0 STEEL SCREW,EMBEDED i 318"MIN.. m11 'fit, 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2. 1x WOOD BUCKS ARE OPTIONAL IF UNIT �� A LY N 1Ig1/4 CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE i iW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD ; ,`)a,•`� NSC •,FQ BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 75 AND AMINIMUM OF VB'THICK.THE ALUMINUM STRUCTURAL MEMBER _ ISo 53705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE G/C ' SPACING FOR ULTRACONS MAY BE USED. l E R.MC9/. !Yt SC oanl/f6 D MCLUOEDMIN7MUMSV8S7RAI•EREWREMEIYIta URWE ANCHORAGE DETAILS-BOX FRAME4act ����` cO...... C��•`� D.O. 1211&O3 a NO CHANGE THIS SHEET t07N ENICEL�275 nt '1�� Sis/QNA�. P.o.eoxtsze Win (Sin Is Hun M doW,La BMlssfisImJJ 76V//1f c No CHANGE THIS SHEET e.r� ye ms .+.,e o+�o� A.LYNN FhILLER,P.E. _ N.VENICE,FL 3t274 Vcrldly Eener SH5WNTS 10 -11 5191-1 FL P,E_#58705 D G. o8/OTA78 0.� 2x WOOD BUCK (SEE NOTE 2) 1.430"MIN.EMBEDMENT 1/4"MAX.SHIM I� ® 2x WOOD BUCK .120"DW.x 1 12'ROOFING NAIL, 6'MAXJNAIL (SEE NOTE 2) CORNER at 41/ O.Q. �❑ 112"MIN EDGE () 1.43W MIN.EMBED 1/4'MAX. SHIM OPTIONAL OPTIONAL FLANGE FLANGE 114' 12"MIN EDGE MAX. .120"DIA.x 1 Ire ROOF SHIM 21l4"MAX.FROM .120"DIA.x 1 1 W ROOFING NAIL, CORNER&41/8'O.C.. 5"MAX.FROM 2x WOOD BUCK 1/2'MIN EDGE. CORNER d,41/V O.C..® (SEE NOTE 2) OPTIONAL FLANGE 1.430"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 PRODUCT RSVISBD w complying with Iho Flodda ..Oding ClAllcymnm No 1 1 2�19 - Bx imlion Dale By Miami ndePmduct Cbn ® NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA,x 1 1/2' ROOFING NAIL INTO WOOD(G0.55) 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 12"THICK OR i I I I r GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ���q�YI LYNN d/// JURISDICTION. 61 .�10ENSE''•�F� 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE QS ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN . �4 No.58705 THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. — U "7 17 0uls R�N,bIL owe - 11 ST O'E w. ' OT Sc OW116 D C t4NGEDT0.1P0'X14WROOFINGNAIL ANCHORAGE DETAILS-Integral Fin Frame '- �'••.•r• 1070TECHNOLOCYDRNE CUR1Vp;.•'G� O.G. fanflATg S NOCH/WGE THIS SHEET N.VENICE,FL34275' Vinyl Single Hung Window,Large Missile Im of ,S/ONAV JJ 1LW7111 C NO CMWGE THIS SHEET P.O.BQX 1529 � eu� a o..�nw A.LY 151MILC��t,P.E. o� N.VENICE.FL 34274 Viably Better BHbW lYT3 11 a!i 5191-1 D FL P.E.#58705 D.G. OS�D7A78