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HomeMy WebLinkAboutProduct Apprvoal-Awning • Page 1 lf2 Florida Building Code Online ',,,,,,,04,-, .,4,-'-', - ', — -',,,..:,,,,i'' '.914 � dg k , g ''-` s - ,..1'544'. 4'riliNkte,, ala 3� ° t " t e a , -41, S,:k �4 3 0,4!� � Fwxo. �� o 1 ''' z BCIS Home I Log In I User Registration 1 Hot Topics I Submit Surcharge : Stats&Facts 4 Publications I Contact Us 1 SCIS Site Map I Links ' Search ! Florida ,v £k Product Approval �€.,<, St u''' USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail l''''''''24'4''''4,14-40:‘,34,-+ FL# FL2329-R12 Application Type Revision Code Version 2017 Application Status Approved I *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 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 Lynn Miller,P.E. i Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 (miller@pgtindustries.com • Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Awning 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 ASTM E1886 20051 ASTM E1996 2012 • i Equivalence of Product Standards Certified By 1 • Product Approval Method Method 1 Option A I Date Submitted 10/24/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFhPptbxssUk... 3/26/,2019 • Florida Building Code Online . Page 2 of 2 • • Date Validated 10/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 Summary of Products FL# Model,Number or Name Description • 2329.1 AW-640 Aluminum Awning Window Limits of Use Certification Agency Certificate • Approved for use in HVHZ:No FL2329 R12 C CAC Cert-AW640.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2022 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL2329 R12 II AW-640b.pdf pressure,size and anchorage information. Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL2329 R12 AS AW-640 Evaluation B.odf Created by Independent Third Party: No 2329.2 AW-5440 EnergyVue Vinyl Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL2329 R12 C CAC Cert-AW5440.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/12/2022 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL2329 R12 II AW-5440.cidf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports • . FL2329 R12 AE AW-5440 Evaluation B.pdf • - Created by Independent Third Party: No 2329.3 AW-5540 WinGuard Vinyl Awning Window Limits of Use Certification Agency Certificate • Approved for use in HVHZ:No FL2329 R12 C CAC Cert-AW5540.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/12/2022 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL2329 R12 II AW-5540.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL2329-R12 AE AW-5540 Evaluation B.pdf Created by Independent Third Party: No (Back) INextl • Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-407-1824 The State of Florida Is an AAIEEO 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: Credit Card Safe security M lues • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFhPptbxssUk... 3/26/2019 80'MAX.BUCK WIDTHI - 60'MAX.BUCK WIDTH _._B,SEE D,SEE . r SHEET 3 • SHEET 4 A,SEE jj \ / j�1 -------------- \� --`------ --- ./..: SHEET 31 i 14 SHEET4 I " 42• - - -- - -- MAX. 42- -- - _ _ Tcir I MAX. .j O.C. MAX. BUCK BUCK 1 MAX. / HEIGHT ////6„ HEIGHT AX. I -1-- 0.c. O.C. I i • ___.1.111.. — \ i • 1-- 0.C.1'MAX. B --•-i I� 4"MAX. 3-IMAX. — — _.....1I MAX.O.C.—`D 2-318"MAX. J . ELEVATION FOR TYP.EQUAL LEG/BOX&FLANGE FRAME ELEVATION FOR TYP.FIN&J-CHANNEL FRAME { GENERAL NOTES:SERIES 5440 NON-IMPACT RESISTANT.VINYL AWNING WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE TABLE 1: REQUIREMENTS OF THE FLORIDA BUILDING CODE. Window Buck Size Design Pressure Certification 2)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X Width Height (+)psf (-)psf (CAR)Number INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' 60" 42" 50 50 190-1063 ' THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD 52.125' 42" 65 70 190-1064 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). . 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE .�•,t t"-':'r OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE `••c:,y LYNN/,,,,, iii, SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ••..0.••.s.1CLN5E ::P • I 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST �4'� -r.' ' 'iGi, THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN E VINYL AWNING WINDOW FPA(NON-IMPACT)S 12/13/14 : ,lu.-,,, == PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE reirieDESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED 'LI " GENERAL NOTES&ELEVATIONS �� J ROSOWSKI %-o l" /_:FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME , o o �INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - _" ;�; �.IA.,•• •REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION t ao •..�/RtOP' '�•� RESISTANCE. CERT.OF AUTH.029298 n N" ��•••.!: /ONA` G',; 1070 TECHNOLOGY DRIVE ¢ o-o 'I I I I I'." N.VENICE,FL 34275 r T, u A.LYNN MILLER,P.E. - —---(941)-480-1600- AW-5440 S_NTS '4' 1 OF 4 'o>FPA-5440AW.0 a .8 58705 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN , • Anchor Substrate Min.Edge MIA. Anchor Substrate Min.Edge Mln. • Distance Embedment Distance Embedment I #10 SMS P.T.Southern Pine(SG=0.55) 7/18" 1-3/8" 2-1/2'x.131'Common Nail T.Southam Pine(SG=.65) 9/16° 2-711()" i (steel,18-8 S.S. Steel,A36 3/8" 0.050' Max.DP of 60-0 or 410 S.S.) Steel Stud,A653 Or.33 3/8" 0.0346"(20 Ga.) 2-1/2"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16' 2-7/16" • Max.DP of 50.0 Aluminum,806345 3/8" 0.0713"(14 Ga.) 2-1/2"x.145'Roofing Nail P.T.Southern Pine(SG=.55) 9/18' 2-7116' #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" P.T.Southern Pine(SG=.55) 3/4" 1-3/6' Steel,A38 3/8" 0-050' #10 SMS Aluminum,6063-T5 3/8' 0.0713'(14 Ga.) (steel,18J3 S.S. • Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,16 6 S.S. or 410 S.S.) Aluminum,6083 T5 318" 0-0713"(14 Ga.) or 410 S.S.) Steel Stud,Or.33 3/8" 0.0346'(20 Ga.) Steel,A38 3/8' 0.050' 3/16"Ultracon P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" , (steel) Concrete(min.2.85 ksi) 1" 1-3/8" Max.DP of 50.0 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: i P.T.Southern Pine(S0=0.55) 1" 1-3/8" i 1/4"Ultracon Concretemin.2.85 ksi) 1" 1-3/4" I)"UNGROUTED CMU'VALUES MAY GE-7700 OR ( BE USED FOR GROUTED CMU DOW-791 1/2'NOM.GLASS ' r (steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" APPLICATIONS. SILICONE , F BITE TYP' Concrete(min.2.B5 kap 2-1/2" 1-3/4" P.T.Southern Pine(SG=0.55) 1" 1.3/6' 2)PANHEAD,FLATHEAD OR HEXHEAD ARE ACCEPTABLE. EXTERIOR I 1�t71�- 1/4"Crete-Flex Concrete(min.3.35 ksi) . 1" 1-3/4" . . (410 S.S.) .Ungmuted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT • Concrete(min.3.35 ksi) 2-112" 1-3/4" A MIN.OF 3 THREADS EXTEND i 1/4"A9gre-Gator Concrete(min.3.275 ksi) 1=1/2" 1.3/8 BEYOND THE METAL SUBSTRATE. (18-6 S.S.) P.T.Southern Pine(SG=0.55) 1" 1-3/8" Ungrouted CMU,(AS1M C-90) 2" 1-1/4" TYP.GLAZING DETAIL • 3/4'NOM. —«-{ 3/4"NOM. —0{ 7/8'NOM. �+—, •--.1 7/8'NOM. I I I • I 1/8"ANNEALED OR 3116"ANNEALED OR ---11\---- 1 S . TEMPERED GLASS TEMPERED GLASS \ 5/16"NA PVB---- 5/16"NA PVB I,'1/2"AIR SPACE------- 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE II 1/8"ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS \ 1 TEMPERED GLASS \1 TEMPERED GLASS TEMPERED GLASS DURASEAL, ), DURASEAL, DURASEAL, 7 DURASEAL, t SUPERSPACER . SUPERSPACER__..4\//,‘. SUPERSPACER_ i SUPERSPACER 1-19 6 OR CARDINAL OR CARDINAL OR CARDINAL ,r 0 OR CARDINAL . S XL EDGE XL EDGE XL EDGE XL EDGE • GLAZING TYPES . • I , PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) :\ �' •;i ;. .1,.. too.„105 = ([ . e! VINYL AWNING WINDOW FPA(NON-IMPACT)0 12/13/14 :: = �� " GLASS/ANCHOR OPTIONS -a' J ROSOWSKI -• G• 6 ° s ' ' CERT• .OF AUTH.829296 e 4 i; 1,; -'•••-••"-.,, - 1070 TECHNOLOGY DRIVE S'O' N.VENICE,FL 34275 tl v (941)-480-1600 '' AW-5440 N NTS A' 2 OF 4 E z FPA-5440AW.0 e #i A.LYNN MILLER,P.E. 1 __ P.E. 58705 f , • EDGE DISTANCE I SHOWN SHOWN /,' / /j/// INSTALLED U • $/UBGT DIRECTLY TO THROUGH IX r EMBEDMENT / / / EMBEDMENT I { SUBSTRATE int BUCKSTRIP /////// ///� �/////%� EMBEDMENT ' /// // OW.?4Ii11 /7/ / 11 /.// //// 99 I /// / / / /11 1 3t—__J ODA �__� ( IL' // EDGE , 1 EDGE /// I I r '� ''\ I I t �/DISTANCE FLANGE �� DISTANCE /// / I]'[x r,'�,�] local __ // FRAME _^_/"___-,47:;-=.,..1 L+ /,/ —{F / yI - _ SHOWN —�\. -- - .l�_ /-- I n�.l " n w iJ umr ac,.,=i// 1 Ti tee: ` 1_10( / Q1111 I'fJ �/ . - JAMB ANCHORS MAY „,,//////// V1ti-= �_ - _-_-_____.-__ o [ j ',//,// `.�, BE INSTALLED IN--/ // / ❑�'MIN I i�_� '� - , -_-� ❑ �\ • / �5 ��� EITHER LOCATION / ulll Lf��l�lS °—,� �E:=� - y _�u I:. / ,/ L R r� i� 1, ,__ �C �!�//// EXTERIOR -- it, / ♦l I �` FRAME I EQUAL- . I ��>I� SHOWN BUCK WIDTH —�r"'111 LFRAME FRAME {'''I '�� -1;, HORIZONTAL SECTION A-A SHOWN I BUCK ' HEIGHT '\_--�`% 7 �I ,I--J I I C/ !11 I - = INSTALLATION NOTES: � may.-y. 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. I -I Q 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND I SUBSTRATE REQUIREMENTS. /> (--1- 3)MAX.SHIM THICKNESS TO BE 1/4'. EXTERIOR ` FLANGE 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN FRAME EXTERIOR REQUIREMENTS. a -iI I -- - SHOWN 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE U 1!=St� �_ O J �i OTHER FRAME TYPES. Jr.. _ , .---------,„ 1 _,...... ,_Q��ry�.. INSTALLATION THROUGH I I -,Il, THE FRAME,INTO METAL EQUAL- I. -- d1 JO-'� LEG/BOX '• SHOWN `x,,111 1:/ ,,Jr FRAME / INSTALLED • ,.\\••• 1--•.`1 p,,r'%,, SHOWN �j ill DIRECTLY TO .r`.k„ ••••••••. •;.1• •// �o--T—11-5 SUBSTRATE ,....,\` ,-�,z:5� • //, /1/// EMBEDMENT ”- • e.S:1 CERT.OF AUTH./129298 n a 1--..---.-I-- EDGE DISTANCE ,, ','�-'•i(t ;1\ • 1070 TECHNOLOGY DRIVE b VERTICAL SECTION B-B N.VENICE,FL 34275 2 4' rca A.LYNN MILLER P.E. (941)-480-1600 d AW-5440 ,y NTS N 3 OF 4 0_FPA-5440AW.0 z° P_E.S 58705 • I EMBEDMENT - EDGE DISTANCE -•-• I-�- I--. EMBEDMENT J ___A 0116 EDGE 1 lJ J-CHANNEL DISTANCE EDGE r 1r' 1SII ��I�� 1 \ FRAME T . DISTANCE I 1 � � �s7 IC '-- SOWN (,:.-=_--f,..._^`_ p r =i ..r L ` _______ — .nw a i��`i� �I� ie mum. I Iiiiiiismiipt_` .===.....e.11 Q��I1 / IluEMBEDMENT tal❑ TEMPORARY REMOVAL v �� __._ -___ _._- �� _J✓ ') ' OF HARDWARE MAY BE (' 2:::4.1:i ` M ` I •� ° �INSTNANCHORS 1I I z I I _ QooD - J_ e sla C��,1� 1� e.. h.► J-CHANNEL I INTEGRAL FRAME --` FIN '�I EXTERIOR 7 FRAME I SHOWN = n_ SHOWN ill - i I ---------'--^.T----- BUCK WIDTH - -----`.J---------- -.-I 0p __-- HORIZONTAL SECTION C-C , `J • i 1 'my J���l/ INSTALLATION NOTES: BUCK J. e . . ,' „SEE SHEET 1 FOR SPACING HEIGHT .'/ REQUIREMENTS. �0 >i 'I )I J OI C F2)0SREAENTCAHBOLE(SGOANNSDH EET2 ---___rIl = ❑ u 1U=.1 SUBSTRATE REQUIREMENTS. ..c.2.=1,11 Q 3)MAX.SHIM THICKNESS TO BE 1/4-. 4)GLASS SHOWN IS FOR v c' ILLUSTRATIVE PURPOSES EXTERIOR U ( i JD ONLY AND MAY DIFFER TO / - MEET DESIGN a /i/__' A '__O 7(7 Yf7 10 REQUIREMENTS. -1 { I EXTERIOR I - I EXTERIOR 5)FIN AND/OR FLANGE MAY BE IS �f I _ INTEGRAL INTEGRAL REMOVED TO CREATE OTHER j ,. O.1 ��- ::), FIN - FIN FRAME TYPES. ' •�l l I FRAME FRAME 131. �IlTio SHOWN SHOWN T', 3'' INSTALLATION THROUGH INSTALLATION THROUGH THE r� _�19 THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL . 1 011ie,.. „,,,0 IN f.41/,.....1'',• INTEGRAL -- _ ,;y')5 FIN i ---1 ��- "� = VINYL AWNING WINDOW FPA(NON-IMPACT)A 12/13/14 - - 0FRAME _-7 l ` EMBEDMENT raro.....41, Y sHowN J- - - •----____ J-CHANNEL&INTEGRAL FIN FRAMES g� J ROSOWSKI G (u (S L • -•-►� EDGE DISTANCE 1-.- - CERT.OF AUTH.029296 •. ••• N VERTICAL SECTION D-D • 1070 TECHNOLOGY DRIVE Z %i!.m,1,.J•;,.•' N.VENICE,FL 34275 - x�' ,',1,, • A.LYNN MILLER,P.E. (941)-480-1600 _v AW-5440 ,I3 NTS 2 4.OF4 iFPA-5440AW.0, i p.E.A 58705 Florida Building Code Online Page 1 of 4 � ? x,:\1;44,V, ,„' ` �� it �_ BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links Search i Florida t_, 15-it Product Approval x USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • ';';0 Yo FL# FL243-R21 ,a axe. . Application Type Revision Code Version 2017 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 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/22/2018 https://www.floridabuilding.org/pr/pr app_dtl.aspx.param=wGEVXQwtDqu3mwFvZ35V... 3/26/2019 Florida Building Code Online Page 2 of 4 Summary of Products FL# Model,Number or Name Description 243.1 I CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061413.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2023 • Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II_17061413.odf • Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061415.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061415.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061405.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061405.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing - Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061410.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061410.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: • 243.5 PW-720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061411.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061411.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: • 243.6 PW-820(Large Missile Impact) Aluminum Fixed Window it Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061411.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061411.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.7 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061408.pdf https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtD qu3 mwFvZ3 5 V... 3/26/ 019 • Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Piessure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061408.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage;details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061407.pdf Approved for use outside HVHZ:•Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions • Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061407.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.9 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061409.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061409.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.10 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061406.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 17061406.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: • 243.11 PW-7620A(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 18-0430.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2024 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 18-0430.04.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports • Created by Independent Third Party: 243.12 PW-7720A(Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 18-0430.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2024 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R21 II 18-0430.05.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage,details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: • (Back 'Nextl •. • Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I I 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 a-mall address released in response to a public-records request,do not send electronic mall 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 emafis 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, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 3/26/2019 • Florida Building Code Online Page 4 of 4 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: I�^ EC pct E Credit Card' Safe securtynmr :c ! • . 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ3 5V... 3/26/2019 M IAM I DADS MIAMI-DADE COUvrY CQJ PRODUCT CONTROL SECT ON DEPARTMENT OFIREGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION -T(786)315-2590 F(786)312599 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 "PW-5420 Vinyl"PVC Fixed Window—N.L APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NT)", sheets 1 through 9 of 9, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, slate, 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#16-0629.11 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. 17-0614.08 14,MIAMI DADE COUNTY $ l Expiration Date: April 30,2920 M 4FFRUVED. /D/J Approval Date: October 26,2017 Page 1 Inc.GT Industries,!I 'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED II A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.24) 2. Drawing No.MD-5420.0 titled"Vinyl Fixed Window NOA(NI)", sheets 1 through 9 of 9, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.11) 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 a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 14-0930.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.24) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). AZ/Ce,It e 41a/ anueI '� • z,P.E. Product Contr 4 aminer NOA No. -0614.08 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-1. PGT Industries,lInc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA. for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated. 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition (2017), dated August 29,2017, issued by manufacturer, signed and sealed by:Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.24) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.11) G. OTHERS 1. Notice of Acceptance No. 16-0629.11, issued to PGT Industries, Inc. for their Series "PW-5420 Vinyl"PVC Fixed Window-N.J..approved on 08/04/16 and expiring on 04/30/20. 1 Manuel Per•z,P E. Product Control .a is ner NOA No. 1 -:.14L 08 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 - • • GENERAL NOTES;SERIES 5420 IMPACT RATING DESIGN PRESSURE RATING NON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE,SEE IMPACT RESISTANCE TABLES 4-9,SHEETS 6.8 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9 _` VELOCITY HURRICANE ZONE(HVHZj. (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9 - (SHORT OR LONG SIDE) —•-- MAX.O.C.SEE 1.25"MAX. 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE -� r TABLES 4.9 6"MAX. D,SEE MAX.O.C.SEE TABLES 4-9 I— SHEET3�- I r SHEET 4--"•—•771. L 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE l I I I ! IPRODUCT REVISED COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR i \ f I as complying with Lin FkRldu / EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS — Building Code VISIBLE I VISIBLE A�eaprnnea No•7�c�t a.%20 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE._ _ - T • -_. P piro •nDate 4.•_ - LIGHT WIDTH MAX. • BUCK • _ LIGHT WIDTH / /j�/ 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO.BE CONSIDERED IX HEIGHT,SEE, ______ _ BY�i..IL•!-•� - INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY __ TABLES 4-9 r_ 6•tinm'Umlc Product Co TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. I — (LONG OR IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 1 SHORT SIDE) + _ ,SEJR-06/08/17-UPDATED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE VISIBLE 1 VISIBLE ANCHORAGE TO FBC 2017. • RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A — LIGHT -— A,SEE • SHEET3 /C / LIGHT • • CE N 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING / HEIGHT • HEIGHT SHEET OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I MAX.BUCK u: INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY -- — • 1' I HEIGHT,SEE OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. �- TABLES 49 (LONG OR ti 03 6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE SEE TABLES MAX.O.C. SHORT SIDE) ; y Cd -noel _ _ SEE EE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TABLES • + O Er) O o TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE -E /_{--1 I I I I • 4-9 �___S N z al°U N . SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE ICe WINDOW. B --J 6"MAX, -+I D•-�-- 1.25'MAX, --� 0 r u •--i t`rn 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z tEi. m .g am°a g A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME 'o cs ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS)_ FRAME(90°CORNERS) • I al 7 a U V o B B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL (ANCHORED THROUGH NAIL FIN) 125"MAX. FW-•Z ' 0 oma TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. o W J. Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX. r— t•> -Ti 2 O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE _ _ Z o ~ WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE II 6"MAX. / •' o O j O 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS �• 0AX Z W PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 'O I MAX.O.C.SEE �`• • O.D. ? t j ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER SEE TABLES I TABLES •49 SEE /49 . i TABLES ® O 7aav5 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 11�- 4-9 'g Z W co BUILDING CODE FOR CORROSION RESISTANCE. H MAX O.C. ~ Z • 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS 7 / SEE TABLES / VISIBLE •T ( ¢ W Z a1°'S • PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE LIGHT VISIBLE • 49 LIGHT p X o AUTHORITY HAVING JURISDICTION. HEIGHT • HEIGHT ci. r10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO / I MAX.BUCK JCRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR IMAX.BUCK HEIGHT,SEE v Z W PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC t / HEIGHT,SEE • / TABLES 4-9 5 o 0- EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD TABLES 4-9 • (LONG OR a111 .nsaU saUCS CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL VISIBLE (LONG OR VISIBLE SHORT SIDE) ri LIGHT WIDTH SHORT SIDE) LIGHT WIDTH ``0(1111111N// VISIBLE LIGHT FORMULAS I `s\�` ONY LYNN��•,,,, GENERAL NOTES 1 WIDTH:BUCK WIDTH-4-3116" 6" �i.� i —� — ; ��� L1GEN '•.CCS�� ELEVATIONS 1 HEIGHT:BUCK HEIGHT-4-3/18' I • MAX.O.C.SEE TABLES 49 125"MAX. •• FRAME,GLASS&ANCHOR I MAX.0.C. 'y1 �— 6"MAX 1'25" JJJ I _*: No.58705 OPTIONS 2 CODES/STANDARDS USED: rr SEE TABLES 49 MAX. _ �/• :. INSTALLATION,FLANGE& •2017 FLORIDA BUILDING CODE(FRC),6TH EDITION MAX.BUCK WIDTH SEE TABLES 49 - MAX.BUCK WIDTH SEE TABLES 4-9 _-Q 1 L(.� EQUAL LEG 3 •2014 FLORIDA BUILDING CODE(FBC),5TH EDLTION (SHORT OR LONG SIDE) %7(1'•• J L� (SHORT OR LONG SIDE) ' k!� INSTALLATION,INTEGRAL FIN& •ASTM E1300-09 •TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN •&J-CHANNEL �,., ••- ST 'IV-• J-CHANNEL 4 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION i FL ORIDP,.•' �� GLAZING DETAILS 5 •ALUMINUM DESIGN MANUAL,ADM-2015 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED • , SS.''••••••••' G‘�� DESIGN PRESSURES 641 •AISI S100-12 OR ANGLED CORNERS) CORNERS) �.///ZONAL 1E;0` BOM&ASSEMBLY 9 •AISC 360-10 (ANCHORED THROUGH NAIL FIN) • A.LYNN MILLER,P.E. P.E.#58705 • TABLE 1: Glass TableWINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description °A"=ANNEALED Type • _ _ IF "T'=TEMPERED 1 7/8'I.G.:1)8'A Exterior Cap+5/8'Air Space+1/8'A 4 2 7/8'I.G.:1/8'T Exterior Cap+5/8"Air Space+1/8"T 5. / ) !__--) 3 7/8'I.G.:3/16"A Exterior Cap+1/2"Air Space+3/16'A 6 p p • 4 7/8'I.G.:3/16'T Exterior Cap+1/2'Air Space+3/16'T 7 — BOX OR .,..j . 5 1'I.G.:1/4'A Exterior Cap+1/2"Air Space+1)4"A 8 Q EQUAL 8 1'I.G.:1/4'T Exterior Cap+1/2"Air Space+1/4'T 9 FLANGE LEG __ _❑ u TABLE 2:ANCHORS INSTALLED THROUGH FRAME ' Group Anchor Substrate Min.Edge Min. •MIN.OF 3 THREADS Distance Embedment' BEYOND THE METAL , P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" SUBSTRATE. 1 1 ) J #10 SMS Steel,A36' 3/8" 0.050" ' (steel,18-8 S.S. VALUESUTED CMU' 0 Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) MAY BE Or 410 S.S.) A Aluminum,6063-TS' 3/8" 0.050" USED FOR GROUTED J-CHANNEL _IQ INTEGRAL P.T.Southern Pine(SG=0.55) 7)15' 1-3/8" CMU APPLICATIONS. FIN 3/16"steal Ultracon Concrete(min.2.85 ksi) 1' 1318" _-,EllUngrouted CMU,(ASTM C-90) 2-1/2" 1-114" #12 SMS P.T.Southern Pine(SG=0.55) 9/16' 1318" . (steel,18-8 S.S. • Steel,A36" 3/8" 0.050" or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) • B Aluminum,6063-T5' 3/8" 0.063". 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" 1/4"steel Cretetlex P.T.Southern Pine(SG=0.55) 1" 1.3/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9.SHEETS 6-8. 1/4"steel Aggre-Gator P.T.South2m Pine(SG=0.55) 1' 1-3/8" LONG LONG LONG SHORT PRODUCT rtSl, Concrete(min.2.85 ksi) .1' 1314" I~ SIDE -t I- SIDE .-I SIDE �I -"-I SIDE (+- as cmnplgingwith I0 Rad& 1/4'steel Ultracon — —— ——— Building Cbde C lJngrouted CMU, ASTM C-90 2-1/2" 1-114" T r r , 17-0614'.08 ( ). f l I———— Aee6p 9eCa No 1/4"steel Cretetlex Concrete(min.3.35 ksi) 1' 1314" , m , p �m JII c-pir9 Dote. iG4 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1314" oB I , 1 g2' / -o° / r 1 �7� - Dq 'Mc ct Concrete(min.3.35 ksi) 2-1/2" 1314" w 0 'N N r4ia9ri'Mc Product Coeo Ot 1/4"steel Cretetlex 1 1 ',� o j D Ungrouted CMU,(ASTM 0-90) 2-1/2' 1-1/4" 1 1- _- — 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112' 13/8" LONG i LONG LONG LONG LONG c� • NO CHANGES THIS SHEET. Grouted CMU,(ASTM G90 2' 2" SIDE --1 SIDE -�I If SIDE --1 H- SIDE -•-I Ir SIDE -•1 ) r——— TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN w1 I r u! I I w : w1 I, .,� h - Min.Edge Min. 1 1 e—_ _ • _ 1t. , ✓�J 1 L --' J Group Anchor Substrate Distance Embedment' 11111IIIJr,,,, E 2-1/27c.131'Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16' �`\N`�oNY LYNNtiIi/,,�, 2-1/2'Ring-shank Roofing Nell P.T.Southern Pine(SG=.55 318" 2-7/18' N.10V0 TECHNOLOGY DRIVE ` • '%.- -k' •.� Material Min.Fr Min.F" r1 •tT P.T.Southern Pine(SG=.55) 1/2" 1-3)8" • Steel Screw 92 ksi 120 ksi •/ N.VENICE,FL 34275 Q (941)-480-1600 No.58705 • #10 Tnsshead SMS =*:� •: Aluminum,8063-T5• 318' 0.050" t&8 Saew so ksi 95 ksi � _ _ (steel.16.8 S.S. 410 Screw 90 ksi 110 ksi ® - _ Steel Stud,Or.33' 318° 0.0451'(18 Ge.) COPYRIGHT®2017 POT INDUSTRIES,INC. _-13 I or• 410 S.S.) EICO AodnsGator® 57 k51 96 ksi CERT.OF AUTH.#29296 ALL RIGHTS RESERVED a /r F Steel,A36" 3/8" 0.0.50° •MIN.OF 3 . Elco UltraCon® 155 hat 177 ksi ' 0 S T ro .'.<!/�` P.T.Southern Pine(SG=.55) 9/16" 13/8" THREADS 410 SSElco oeeFlece 127.4ksi 189.7 ksi � VINYL FIXED WINDOW NOA(NI) g 9/9/14 ���' F<ORIDP.•'' \?� #12 SMS Aluminum,6063-T5' 318" 0.0633" BEYOND s G (stee418-BS S.S. Steel Stud,Gr.33' 3/8° 0.050" THEMETAL 6063-T5 Aluminum 36kd1 - epi o GLASS/ANCHORS/FRAME OPTIONS o� JROSOWSKI �'/�s��NALtE�N\\ or Gr.33 Steel Stud 33 ksi 45 ksi Steel,A38• 3/8" 0.050° SUBSTRATE. m u •` PW-5420 NTS N 2 OF 9 o i MD-5420.0 B A.LYNN MILLER,P.E. __ __ __-_-_ _ cn P.E.#68705 • • • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX.FRAMES INSTALLATION OPTION 2INSTALLATION OPTION 3 • • ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. INSTALLATION SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT I — EMBEDMENT ANCHORED THROUGH .•4— EDGE DISTANCE1/4'MAX. 1/4'MAX • FRAME INTO 2X WOOD —^ SHIM 0 O SHIM FRAME OR BUCKSTRIP. • _ SEE NOTE 2,THIS SHEET. —_�. 1 EDGE �) l 0 - �p DISTANCE . EDGE EMBEDMENT DISTANCE L FLANGE FRAME .e ae�sl I ualflnuuvenoe.. . ' SHOWN _• __ - '� ]" _ ([ • . _.. o a UL.Jr +U—.• Ly • " , TYP.ANCHOR TYPE,- .__ - W \� TYP.ANCHOR TYPE, 1'THICK I.G. 0 �\ SHIM EMBEDMENT I t I EMBEDMENT AND SHIM EMBEDMENT AND EDGE �J • DISTANCE PER EDGE DISTANCE PER TYP.ANCHOR TYPE, ] . r; C SUBSTRATE.SEE • EMBEDMENT AND SUBSTRATE, �t'7I SEE TABLE 2,SHEET 2. ~ '. "l :411 j4.. 1 I TABLE 2,SHEET 2. 8 vc� —-...4—..,L.-// EDGE DISTANCE PER `f [ /I SUBSTRATE,SEE ■ r'I= o ■ a � 5 TABLE 2,SHEET 2. •OD_ J 7/8"THICK I.G. -0 . FLANGE EXTERIOR 7 EQUAL- n ' FRAME VISIBLE LIGHT WIDTH • ' SHOWN LEG/BOX 7/8"THICK I.G. NOTES: BUCK WIDTH E FROM SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS' LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION • . OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.• 'DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. VISIBLE PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX. BUCK LIGHT 1.1/2"THICK ARE TO BE CONSIDERED 1X SHIM r #10 OR#12 STEEL —1 — 1/4'MAX.SHIM • HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF HEIGHT ��_� • /// SMS G5.SEE UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD ( ) BUCKS DEPICTED AS 2X ARE 1.112'THICK OR / r'_` TABLE 2,SHEET 2, /r/�� +� GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE _1_1 PRODUCE RsWISED DESIGNED TO PROPERLY TRANSFER LOADS TO THE /i•I I �I as complying with�t1 Fh1Bd,ys STRUCTURE.WOOD BUCK DESIGN AND %■iV i 0 Build Code p!-0A,,A b a�euEun� 1j/ it Building ',Asa/dance No B INSTALLATION IS THE RESPONSIBILITY OF THE V GAG e ENGINEER OR ARCHITECT OF RECORD. ■ PzpiraiIoI,Date,K.r' /�� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED D I�Q �Q By d `- ', /_ Mian P9Je Prcdoc_t r TO AS DAYLIGHT OPENING)IS MEASURED FROM / eeeia_ / eeeia— • 1'THICK I.G. 91110 TO FLANGE / I� • EQUAL / 1�, FRAME ... , LEG/BOXF `ee NO CHANGES THIS SHEET. SHOWN / I � FRAME ' I TYP.ANCHOR TYPE, .�� . ■ ��'_' . SHOWN ■ a • ` OD� EXTERIOR , ' 1 0 '-" EXTERIOR !NC?d EMBEDMENT AND EDGE nn • O O \ `ti\4— DISTANCE PER SUBSTRATE, INSTALLATION V INSTALLATION ' 61, SEE TABLE 2,SHEET 2. OPTION 4 . OPTION 4 EQUAL • - LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL \l 11 I I 1111/11 FRAME [] f 1/4"MAX.SHIM 0\t coNY LYNN /I'',, SHOWN �� 1070 TECHNOLOGY DRIVE `', .\*.‘ ' 1GENSF i`�F o i rn —1f7 reT N.VENICE,FL 34275 . Q': (941)-480 1600 __,:s--:1"::\''1+.7‘.. *.. No.58705 • EMBEDMENT- COPYRIGHT 672017 PGTINDUSTRIES,INC. -'O . + + VISIBLE LIGHT FORMULAS CERT.oFAUTH.#29296 ALL RIGHTS RESERVED -13 ••• 6 t. / �; %9.c.,‘•• STATE F .•� WIDTH:BUCK WIDTH-4.3/16" •• 4, INSTALLATION • 1. HEIGHT:BUCK HEIGHT-4-3/16' r VINYL FIXED WINDOW NOA(NI) 0 9/9/14 %C<`3,S.:`.iORION•.••.. �` OPTION 2 EDGE DISTANCE ,i s .,lo/r CONAL EN�` ANCHORED THROUGH • ' ° A FLANGE&EQUAL-LEG/BOX FRAMES.om J ROSOWSKI /1/111111:00 FRAME DIRECTLY INTO VERTICAL SECTION B-B CONCRETE/CMU. PW-5420 8 NTS 3 OF 9 o z MD-5420.0 cf B A.LYNN MILLER,P.E. P.E.It 58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES • INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH 1/4`MAX.SHIM EMBEDMENT FRAME INTO 2X WOOD INTEGRAL FIN INTO 2X WOOD Imo— EDGE DISTANCE INSTALLATION OPTION 5 FRAME OR BUCKSTRIP.SEE FRAME OR BUCKSTRIP.SEE 11)1i ANCHORED THROUGH 4-. EMBEDMENT DNOTE 2,THIS SHEET. NOTE 2,THIS SHEET.INTEGRAL FIN INTO 2X WOOD IFRAME OR BUCKSTRIP.SEEEDGE /—ONOTE 2,THIS SHEET. EDGE DISTANCEDISTANCE_� Com �i0 J-CHANNEL II:,) `� f �� 5FRAME -� .. .. _ _ � .nuuu�1� - - - - - 01,!'SHOWN _I - o uc'J L5 i -- 1"THICK LG. EMBEDMENT O \� 1/4°MAX.SHIM TM11 EMBE MEM AND � I ' Allk M■,TYP.ANCHOR TYPE, EDGE DISTANCE PER 14P.ANCHOR-TYPE, 1n ' ���; � ■_ I111 1 —L EMBEDMENT AND EDGE SUBSTRATE,SEE kSl �'� TYP.ANCHOR TYPE, 16 7--� �l S 1.. DISTANCE PER SUBSTRATE, TABLE 2;SHEET 2. INTEGRALS v a i,,- 7 SEE TABLE 3,SHEET 2 (SCREW SHOWN) J-CHANNEL 1� r �" FIN EMBEDMENT AND EDGE z to I_ \_® J►Q �J 1I DISTANCE PER SUBSTRATE, (NAIL SHOWN) FRAME IC=U 7/8'THICK I.G. II FRAME SHOWN EXTERIOR _ SHOWN SEENSHOWN)TABLE 3,SHEET 2. VISIBLE LIGHT WIDTH �'f NOTES: BUCK WIDTH ' 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 8 3,SHEET 2. 7-7/8"THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FIC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2 8 3 SHEET 2. ' 2)MASONRY ANCHORS MAY BE USED INTO WOOD / AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X ���� • LIGHT #10 OR#12 STEEL HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 1/4"MAX. HEIGHT f� 1/4"MAX.SHIM SMS(05),SEE SHIM IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. TABLES 2 R.3, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK SHEET 2.. . OR GREATER.1X AND 2X BUCKS(WHEN USED) �� ��Y, a�\ PP,ODUCT Rnt,ISL-iJ SHALL BE DESIGNED TO PROPERLY TRANSFER \ 7■ �J na cumplyingv.+ith the Merida LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ' pp'1 /I BiuWnig Code • AND INSTALLATION IS THE RESPONSIBILITY OF O ,is„��,�, ;.� Acceptance No/ 4.o. 1'THICK LG. THE ENGINEER OR ARCHITECT OF RECORD. / Expire •n Die s'�`ip* 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO - °y `,`"` ! w REFERRED TO AS DAYLIGHT OPENING)ISS Product Cmtaol, MEASURED FROM BEADING TO BEADING. ���� I ��� !/�f FIN ANO/OR / ' ri.1 NO CHANGES THIS SHEET. /�_ �''P�1 FLANGE MAYBE �r�� D REMOVED IN-FIELD / I AM •' INTEGRAL FIN ��� EXTERIOR /, r7 'O TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN DE Z���% ❑ EXTERIOR 3 O 'er'_-' AND EDGE DISTANCE PER v `=� /SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN I 1/4'MAX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. \`xxx ON�IL l t i,,,MIN �/', FRAME SHOWN :so.i! [SHIM 1 1070 TECHNOLOGY DRIVE �t'M.•'�LCEN3F /e ,: - 1,,,F,,,„„pN.VENICE,FL 34275 :� EDGE (941)-480-1600 ::*i No.58705 INSTALLATION : t DISTANCE I _ * OPTION 5 `-�1 am �� COPYRIGHT®2017 PGT INDUSTRIES,INC. �-U � - �`:' H �_ 4 VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 ALL RIGHTS RESERVED ��O•• S ��::•�` ANCHORED THROUGH _ WIDTH:BUCK WIDTH-4-3f16` INTEODLRAME OR /— HEIGHT:BUCK HEIGHT-4-3116' VINYL FIXED WINDOW NOA(NI) " 9/9/14 T0 FLORIDr,.•''`2� • WOOD FRAME OR ' F EMBEDMENT ~ ise/••""" _1G'�„� BUCKSTRIP.SEE NOTE 2, - i 'i . THIS SHEET. J-CHANNEL&INTEGRAL FIN FRAMES'a J ROSOWSKI 7,�ONALIEL�`� VERTICAL SECTION D-D 2, e v PW-5420 ,� NTS h 4 OF 9 o 2 MD-5420.0 a B A.LYNN MILLER,P.E. P.E#58705 PRODUCT REVISES? 7/8"NOM. r— —.{ 718"NOM. r 1 718"NOM. r- 7/8"NOM. as ciao C iB with IEe FirriSa I Building Cade �� Expiration Date A.' 9 %5k1"t�A/ 1/8"A GLASS ---e -- 1/8"T GLASS - II 3/16"A GLASS - -3116"T GLASS - � d� By 5!8"AIR SPACE ' 5/8"AIR SPACE 1/2"AIR SPACE 1/2"AIR SPACE \ \\ rnina;°�®v�". 1 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS i 3/16"T GLASS \ l NO CHANGES THIS SHEET. EXTERIOR Cn1 EXTERIOR a EXTERIOR a EXTERIOR c''' EXTERIOR i ..X r 1 80-83 IA :1- (80$3 . — 0] GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 > d .naa w 8 COI U' N ayre O c h-w re 41 0 J O �� ( Z LL p, r° u o�0 2 = R U- o ®a �- 1"NOM. -rl 1"NOM. +-� F Z a '/1N EXTERIOR Oma G1 � a Z 1/2"NOM.GLASS � �Z � 8 Q LL 1/4"A GLASS 1/4"T GLASS :MI 80$3 BRE TYP. O O 1/2"AIR SPACE 1/2"AIR SPACE Z u' 6 7 �+ ...Ytil • iO O 1aa45 1/4"A GLASS 1/4"T GLAS L�Jf ,e _.7-107. ® °, O In EXTERIOR a EXTERIORIII h.jr' I�IIII ► MI u Z J � I ( a w — r F z • . .. •• 7 0 W alms N 0�����o�! r J Z N U z J GLASS TYPE 5 • GLASS TYPE 65 c0 D_ TYP.GLAZING DETAIL 0111 "SW]sava5 \`�,tt 111111//' \\ NY LYNN ''.. `\`'�O L�CENS tit li Q;' * No.58705 ,73 .� 6 cr J7. L_ �0�. STA p 4�` GLAZING NOTES . G\\` "A"=ANNEALED • :� '•..ORIDP.••'`• T"=TEMPERED • • '/SS/QNAL 0`\\`` '1/11111111\\\\ A.LYNN MILLER,P.S. P.5.558705 TABLE 4: Window Design Pressure,(+/-pat) Use this table for Glass 1 1/8"A Cap-Airspace-1/8"A • Type: Window Long Side(n) TABLE DIMENSIONS MAY BE Dimensions : 51.05 I 54 I 56 I 58 I 62 j 64 I 68 I 72 I 76 I BO I 84 I 87. ORIENTED VERTICALLY OR -1- 18 +80/-93.7 +80/-92.6 +80/-91.9 +801-91.3 +80/-90.3 +80/-89.8 +80/-88.9 +80/-88.2 +801-87.5 +80/-86.9 +80/-85.4 +80/-86.1 HORIZONTALLY AS SHOWN. LONG PRODUCT REVLSED 20 +80/-86.4 +B0/-85.2 +80/-84.5 +801-83.5 +801-80.6 +/-79.4 +1-77 +/-75.2 +1-74 +1-73.1 +/-72.2 +1-71.5 SIDE M complying with-doe Flia , 22 i +80/-80.3 +/-75.2 +/-73.3 +/-71.5 +1-68.4 +/-67 +1-64.4 +/-62.5 +/-60.7 +1-59.2 +/-58 +/-57.1 H~ LONG SIDE Building Cods • rtucpmnne Nb I 0^•1'.• 24 I +/-75.6 +/-71.3 +/-68.2 +/-65.7 +/-60.7 +/-58.5 +1-55.3 +/-53.1 +/-51.1 +/-49.7 +/-08.2 +/-47.3 Ea irellonDole �11$0I. ?l)J) 26 -+/,71.7 +/=70.2 +/-67 +/-83.5 ' +/56.7 +/-54.7 +/-50.9 +1-47.7 +/-45.5 - +/-03.7 '+/-42.3 +/-41.2 SHORT Illikhh. ./?iSIDE By +`28 +1-68.3 +1-67 +/-86.1 +/-63.5 +/56.3 +/-54 +1-49.5 +/.45.5 +/42.8 +/-40.3 +138 +/57.1 M 61111' ¢o Product . I SHORT30 +/-65.6 +1-64.1 +/-63.2 +/-62.4 +/-56.9 +/54.4 +/-49.7 +/-45.4 +/-42.1 +/-38.9 +/-36.4 -^.t SIDE R r - m 3432 I +/-63.2 +l-81.7 +/-60.8 +/-59.9 +1-57.8 +/-54.9 .+1-50.2 +/-45.9 +/-42.5 +/-38.9 NO CHANGES THIS SHEET. '- +/-61.2 +/-59.6 +/-58.8 +/-57.8 +/.56.3 +/-55.1 +/-50.8 +/46.4 +/-43.2 v, 0 38 ' +/-59.6 +1-57.9 +1-56.5 +/-55.9 +/-54.4 +/-53.7 +/-50.8 +1-46.6 He-- LONG SIDE -�I "s rn 38 +/-58.2 +/-56.4 +/-55.3 +/-54.3 +/-52.7 +/-52 +/-49.5 40 +/-57.1 +/55.1 +1-54 +/-53 +/-51.3 +/-50.5 MAX. SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING SHORT , LONG - . 42 +/-56.2 +/-54.1 +/-52.9 +/-51.8 +/-50 SIDE SIDE THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL RN PER SHEET 4 Y m 44 +/-55.5 +153.3 +1-52 +1-50.8 --APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS � - -- W CO '^'tl 48 +/-54.9 +1-52.6 +/-51.1 (SEE TABLE 2) (SEE TABLE 3) i_. lY ri w• rn p :o rn O 48 +/-53.5CO O +1-50.8 SS° 4° }ti " alo0 O 51.05 +/-50.6 0 CSI_ I SHORT I O g ' - L9 't SIDE r- .-J oo a F O B Zli co r,= eo.,0 2 I W o c, TABLE 5: W U cr t»_, . Window Design Pressure,(+/-psi) Ike this table ~w `1' c�,` 04 a P.for Glass 2 n] 1/8"TCap-Airspace-118°T Type: o Z v 00 ? a)Long Side(in) Q W p Window 0 Dimensions 60.928 64 66 68 70 74 77 80 84 87 92 97 99 Z Q CO 32 +80/-98.2 +801-96.6 +801-95.6 +80/-94.7 +80/-93.9 +80/-92.4 +80/-91.4 +80/-90.5 +80/-89.5 +80/-88.7 +80/-87.7 +80/-86.7 +80/-86.4 H 0 in 1aa45 34 +80/-94.5 +80/-92.8 +80/-91.8 +80/-90.9 4801-90 +80/-88.5 +80/-87,5 480/-86.6 +80/-85.5 +80/-84.7 +80/-83.6 +80/-82.6 +80/-82.3 O w fy w + +80/-85.1 +80/-84 +80/-83.1 +80/-81.9 +80/-81.2 +/-80 +/-79 +/-78.7 .- = EZ 36 +80/-88.6801-91.4 +80/-89.6 +80/-88.5 801.87.6 +80/-86.76 (. 38 +80/-86.7 +80/-85.6 +80/-84.6 +80/-83.7 +80/-82.1 +80/-81 +/-80 +/-78.8 +/-78 +/-76.9 +/-75.8 Z 40 +80/86.3 +80/-84.3 +80/-83.1 +80/-82.1 +801-81.1 +/-79.4. +1-78.3 +/-77.3 +/-76 +/-75.2 +/-74 c w ce a+°'S 42 +80/-84.2 +80/-82.1 +80/-80.9 +/-79.8 +/-78.8 +/-77 +/-75.9 +/-74.8 +/-73.6 +/-72.7 \ of LL Z4,,,,u, -. 44 +80/-82.4 +801-80.3 +1-79 +/-77.9 +/-70.8 +/-75 +1-73.7 +/-72.7 +/-71.4 z w Er, 46 +80/-80.9 +1-78.6 +/-77.3 +/-76.1 +/-75 +/-73.1 +/-71.8 +/-70.7 5 p D- 0 48 +/-79.7 +1-77.3 +/-75.9 +/-74.6 +/-73.5 +/-71.5 +1-70.1 • ani •i,sao..POS rn 50 +/-78.8 +/-76.1 +/-74.8 +/-73.3 +/-72.1 +/-70 • `Llhthihhlr// 52 +1-77.7 +/-75.1 +/-73.5 +/-72.2 +/-70.9 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING \\S\ Y LYN ori% THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 \,,� 0,0.. Nf9. ,�� 54 +/-77.1 +/-74.2 +1-72.6 +/-71.2 NOTES: ` .'�•, LICENSE'•/<< APPLIES TO B,C ORD ANCHORS APPLIES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN. Q-.. •(n 56 +/-78.6 +/-73.6 +/-71.9 (SEE TABLE 2) (SEETABLE 3) %-r 58 +/-76.3 +/-73.1 15.5° 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =*: No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. - I - * 60.926 +1-78.1 --O .. q r/7 tr= 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), S A ••. T :•�` ' FIND THE SMALLEST SQUARE WINDOW SIZE IN iO41••. STA OF =(V THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ',41,.' x..FLORIDA••'. WINDOW WILL COMPLETELY FIT WITHIN. '�/iAS�ONAL 04G,`` -///II IIIj1111 A.LYNN MILLER,P.R. P.5.4 58705 • TABLE 6: Window Design Pressure,(+l-psf) Use mH table' TABLE DIMENSIONS MAY BE • for Glass 3 ORIENTED VERTICALLY OR 3/16"A Cap-Airspace-3/16"A Typo: HORIZONTALLY AS SHOWN. VNndow � . Long Side(in) LONG Dimensions 89.65 71 _73 75 78- 80 85 86 89 92_ SIDE 96 99 1-...- LONG SIDE - /f 32 +1-76.9 +/-76.4 +/-74.3 +1-725 +1-70.8 +/59.3 +1.662 +1-85.7 */-64.1 +/-62.6 +1.60.8 +/-59.8 Y 34 +1-73.7 +/-73.3 +/-71.3 +/-69.7 +1_66.6 +/-65 +1-61 +1-60.3 +1-58.1 +1-56.3 +/-54.7 +/-53.8 1 PRODUCT 1LSiAI1SFsil a 36 +1-71 +/_70.5 +/-69.8 +/-67.9 44-64.4 +/52.5 +/-57.2 +/-56.3 +1-54.7 +/52.9 +1-50.9SHORT as complyit�wIde Bre E°)+/49,7 Br i1d oB cob + +/-61 + ee SIDE I 5eildieAcceptance No 1 0614-.D8 h. 38' +158.8 +/58.1 +/-87.4 +1-66.8 153.5 +/•55.6 +/-54.9 152.7 +/-50.8 +1-48.2 +/-06.4likhlk �1 SHORT Ex iretb°Dae n •,2020 -40--+/-65.4- +/-65.9----+/-652-- - +1-64.6 +/-63.2 -+1-60.7 +/-55.1 +/-54.2 ..+/-52 +1-49.7 +/-48.4 +/-45.2- - _f'- - - - - - - - - -- � ------- 42 I +/-64.6 +/-64 +1-63.3 +1-826 +1-81.7 +!430.5 +155.1 +1-54.2 +151.7 +1-49.1 +/-46.3 +/-44.5 ry </!.��-. 1vsum:T•e' °/ecLCat•j 44 +/52.9 +152.4 +1-61.6 _ +1-60.9 +1-60 +/59.4 +1-55.1 +/-54.2 +/-51.8 +1-49.1, 4/-46.1 +/-44.5 / - 46 +/-61.5 +/-60.9 +1-60.1 +1-59.4 +/-58.4 +/-57.8 +/_55.1 +/-54.2 +151.8 +1-49.34/-46.3 +/-44.5 �- LONG SIDE --moi NO CHANGES THIS SHEET. • 48 4/-60.2 +/59.6 +/-58.8 +/_58 +1-57 +1-56.4 +/-55 +/-54.2 +1-51.8 4/-49.5 +/-46.4 +/-44.6 -8 50 +/-59.1 +1-56.5 +1-57.6 +1-56.8 +/55.8 +/-55.1 +/-53.7 +1-53.4 +1-51.8 +/-49.5 +/-06.6 SHORT G LONG "; SIDE / g 52 j +1-58.1 +/-57.5 +1-56.6 +1-55.8 +/-54.6 +/-54 +/-52.5 +/-522 +1-51.5 +/-09,3 SIDE w 54 +/57.3 +/-56.6 +1-55.7 +/-54.8 +/_53.7 +/-53 +/-51.4 +/51.1 +1-50.4 _t-'- . 56 +/56.6 +/-55.9 +/-54.9 +/-54 +/52.8 44-52 +/-50.4 +150.2 - 57 +/-58.3 */55.5 +/_54,5 +/-53.8 +1-52.4 +/-51.6 +150 NOTES: W z et Y m•naa 1)BUCK DIMENSIONS SHOWN. > w 60 +/-55.5 +/-54.7 +1-53.6 +1-52.6 +1-51.3 +/-50.5 _-I SHORT I+ E a MAX. .C.SPACINGIF'ANCHORING MAX.O.C.SPACING IF ANCHORING 2 FOR UP TO THE SIDE 0 FD 0) 0 O 82 +/-55,1 +/-54.2 +1-53.1 +1-52.1 +/-50.7 ) ,n uJ THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NEXT AVAILABLE SHORT OR LONG DIMENSION. )-n P el00 O 0 64 ' +/-54.8 +/-53.9 +/-52.7 +1-51.6 --- CO a A N re w 68 ' +/-54.5 +153.6 +1-524 APPLIES TO A,B,COR DANCksORS APPLIES TO EORF ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), c,) raW 88 +/53.8 +/-53.1 • (SEE TABLE 2) (SEE TABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN Z-1 Coa. c43 13 15" 3"FORE ANCHORS,4"FOR F ANCHORS. THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL a� 89.85 +/-52.8 WINDOW WILL COMPLETELY FIT WITHIN. =W T UUo ®J . FW-Z v rs a 'oN TABLE 7: W :. 2 ma • Window Design Pressure(+l-psf) Use this table 4 oZ rn d Z Co CO for Glass 0 3/16"T Cap-Airspace-3/16"T ' Type: 0 O Z IG r Window Long Side(in) < Dimensions 81.52 83 1 85 I 87 1 89 ( 92 I 94 I 97 _I 99 I 103 107 I 110 I 113 118 122 ''I 126 132 I 138 144 H 00 w 5..4.546 1 +801-94 +80/-93.3 +80/-92.5 +80/-91.7 +801-91 +801-89.9 +801-89.3 +80/-88.4 +80/-87.9 +80/-88.8 +80/-85.9 +80/-85.3 +80/-84.7 +80/-83.8 480/-83.1 +801.82.5 +80/-81.7 +80/-80.9 ®+80/-80.3 Z ce D co 48 +80/-91.6 +80/-90.9 +60/-90.1 +80/-89.3 +80/-88.5 +801-87.5 +80/-88.8 +80/-85.9 +80/-85.3 +801-84.3 +801-83.3 +80/-82.7 +80/-82.1 +80/-81.2 480/-80.5 +/-79.9 +1-79 +/-78.3 �� cN Z 50 +80/439.5 +80/58.8 +801-87.9 +80/-87.1 +80/-88.3 +80/-85.2 +80/-84.5 +80/-83.6 +80/-83 +80/-82 +80/-81 +80/-80.3 +/-79.7 +/-78.7 +/-78.1 +/-77.4 +/-76.6 a W Wa, elo,S z 52 +80/.87.6 +80/-88.9 +80/-88 +80/-85.1 +80/-84.3 *80/-83.2 +801-82.5 +80/-81.5 +60/50.9 +/-79.8 +/-78.8 +/-78.1 +/_77.5 +1-76.5 +1-75.8 +1-75.2 o. X a. o 54 +80185.9 +801-85.2 +80/84.2 +801.83.3 ++8800/1-8.820..58 +80181.3 +801-80.6 +/_79.6 +/-79 +/-77.9 +/_76.8 +/-76.2 +/_75.5 +/.74.5 +1-73.8 L CM 58 +80/84.4 +801433.8 +80/-82.6 +80181.7 +/-797 +I-78.9 +/_77.9 +/-77.3 +/-76.1 +/_75 +/-74.3 +l-73.7 +l-72.6 °' Z w 0- 58 +80/-83 +80/-82,2 +80/51.2 +80/-80.2 4/-79.4 +1-78.1 +/-77.4 +/-76.3 +/-75.7 +1-74.5 +1-73.41 +/-72.7 +/-72 > ❑ 60 +80/-81.8 +80/-81 +/-79.9 +/-78.9 +/_78 +/-76.7 +/-76 +1_74.9 +/-74.2 +/_73 +1-71.9 +/-71.1 emu.0500 sayag • S 62 I +80/-80.8 +l-79.9 +/-78.8 +/-77.8 +/-76.8 +/-75.5 +/-74.7 +/-73.6 -+/-72.9 +/-71,6 +/-70.5 ``l t I I 1 I I 1/, kr) 64 +1-79.8 +/-78.9 +1-77.8 +1-76.7 +1-75.7 +/-74.3 +/-73.5 +1-72.4 +/-71.6 +/-70.3 �,``ONY LYNN ��y,i� 0 87 I +/-78.6 +1-77.7 +/-78.4 +1-75.3 +/-74.3 +/-72.8 +/-72 +/-70.7 +1-70 - ��‘A�;.-' CENg' til/� • rn 68 +/-78.3 +/-77.3 +/-76.1 +1-74.9 +/-73.8 +/_72.4, +/-71.5 +1-70.3 • J F •;F 70 +/-77.7 +/-76.7 +/-75.4 +1-74.2 +/-73.1 +1-71.5 +/-70.8 =* No.58705 *~ 72 +/-77.2 *1-76.1 +/-74.8 +/-73.5 +1-72.4 +/-70.8 _ ;r'? _- MAX.O,C:SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING -13 .:vt 74 +/-78.8 +1-75.7 +/-74.3 +1-73 +/-71.8 Fj p/ • THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET �� ` '.i(/� 76 +1-76.5 +/-75.3 +/-73.8 +I-72.5 O s TE F k/z 78 +1-76.3 +/-75 +/-73.5- APPLIES TO B,C OR D ANCHORS APPU ES TO F ANCHORS ;��0' F(ORIDp,•'' \2� 80 +/-76.2 +/-74.9 (SEE TABLE 2) (SEETABLE3) i1s�," G� 15.5' 3.3° ,/,S OIN1A1L11l ''t N 81.52 +/-76.1 A.LYNN blLLER,P.E P.E.#58705 TABLE B: Window Design Pressure,(+/-psf) Use this Ilse DIMENSIONSTABLE EDVE ICMAY R E for pass ,/•j ORIENTED VERTICALLY OR j . 1/4"A Cap-Airspace-1/4"A Type: HORIZONTALLY AS SHOWN. Window Long Side(in) LONG Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE - +156,1 +/-65.3 +153.2 +/58 +/-55.1 +1-53.8 +/-51.3 +1-48.8 4/-46.8 +/-06,4 �- LONG SIDE 46 +1.67,1 +1-66.7 +/-80.1 +/-65 +/-64,3 +/-63.8 +/-62.8 +/-59.8 +1-57.6 +/-54.9 +/-53.5 +1-50.6 +1-47.9 +1-46.3 +/-45.7 T 1� 4 '1PRODUCT REV75FD 48 +/.85.4m complying with the FMds 50 +/-83.9SHORT +/53.4 +/-62.8 +/-622 +/51.8 +/59.4 +/57.2 +l-54.9 +1.53.5 +/-50.6 +l-07.3 +/-45,9 +l-45.4 ItwttliegCodc SIDEI AocoptotwsNo(`i-0611►-D$ 52 +/52.8 +/-82,1 +/-81.4 +/-60.8 +1-60.2 +1-59.2 4/-57.1 +/-54,7 +/-53.5 +/-50,6 +1-47.5 +1-05.7 +/-45.4 �- \ SHORT h'^- ', Date_Atli 2D2D SIDE .' -- --- - 54 I +/-81.4 +/-60.8- -+/-60.2 - +/-59.5 +/-58.9 +/-58.1 +/-56.9 -+/-54.7 +/-53.3 - +/-50.8 - +/-47.5 +/-45.9 +/-45.4 -- - - - B1' ../��J�..'� l,, ------ 56 +/-60.3 4/-59.7 +/-59 +/-58.4 +/-57.7 +/-56.9 +/-56.4 +/54.5 +/-53.3 +/-50.4 +/-47.5 4/-45.9 +/-45.5 Clines Product Cortes ' 58 . +1-59.3 +/-58.7 +/-55 +1-57.3 +/56.7 +/-55.8 +/-55.3 +/54.4 +/-53.1 +/-50.4 +/-47.7 +/-45.9 +/- I.5 60 +/-58.5 +/-57.8 +/-57.1 +/-58.4 +/55.7 +/-54.8 +/-54.3 +153.5 +/52.7 +/-50.4 +/47,7 +/45,9 I--i-- LONG SIDE -..--I , NO CHANGES THIS SHEET. i 62 +/-57.7 +/-57.1 +/-58.3 +/-55.5 +/-54.9 4/-53.9 . +/-53.3 +/-525 +/-52 '+/-49.9 +147.7 T-- LONG il 64 +157 +/-56.4 +/-55.5 +/-54.8 +/-54.1 +/-53.1 +/-52.5 +1-51.7 +/-51.2 +/-x79.3 SHORT / / SIDE toSIDE 87 +156.2 +/-55.5 +/-54.6 +/-53.8 +153 +/-52 +/-51.4 +/-50.5 4/-50 k' N 88 +/-55.9 +/-55.2 +/-54.3 +/-53.5 +/-52.7 +/-51.7 +1-51.1 +/-50.2 . 70 +/-55.5 +/-54.8 +/-53.8 +/53 +/-52.2 +/-51.1 +/-50.4 _ m 72 +/-55.1 +/-54.4 +/53.4 +1-525 +/-51.7 +/-50.8 • I � z v MAX.O.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING NOTES: J SHORT f'� - s•sa 74 +/-54.8 +/-54 +/-53 +/-52.1 +/-51.3 1)BUCK DIMENSIONS SHOWN. _ SIDE t- -a. w Oi THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 D F �. p o 76 +/54.8 +/-53 8 +/-52.7 +/-51.8 APPUES TO A,B,C OR DANCHORS APPLIES TO EORF ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE }r "� O 78 I +/-53.8 +1-529 +/-51.8 (SEE TABLE 2) (SEE TABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. (5�N Zw atmX Tr 80 +/-526 +/-51.8 Oto t-2 -F 9 ]5° L6"FOR EANCHORS,4"FOR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 0 o a ,, Ct 81.52 +/-51.5 FIND THE SMALLEST SQUARE WINDOW SIZE IN Z m BO Ct LL O !� UMOJ . THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL I uj 7 'L WINDOW WILL COMPLETELY FIT WITHIN. 0 U o- CO 0_ TABLE B: F Z 1' 0< 0,50 Window Design Pressure,(+/-psf) Use this table o> for Oboe 6 "t a. Z 0 • 1/4"TCap-Airspace-1/4"T Type: Z m 0 - CO o' Window Long Side(In) p O Dimensions _ 84,85 II 86 1 90 I 92 94 97 I 100 102 105 I 109 I 112 I 116 I 120 I 124 ' I 128 I 133 I 138 1 144 Z S co 46 +80/-96.2 +80/-96.7 +80/-94.2 +80/-93.5 +801-92.8 +80/-91.9 +80/-91.1 +80/-90.5 +80/•89.8 +80/-88.9 +80/-88.2 +80/-87.5 +80/-86.7 +80/-86.1 +80/-85.5 +80/-84.8 +80/-84.1 +80/-83,5 H 48 +80/-93.7 +80/-93.2 +80/-91.6 +80/-90.9 +80/-90.2 +80/-89.3 +80-88.4 +80/-87.9 +80/-87.1 +80/-88.2 +80/-85.5 +80/-84.7 +801-84 +80.83.3 +80/-82.7 +80/-82 +801-81.3 +80/-80.6 -0 m 0 re laevs 50 +80/-91.5 +80/-97 +80/-89.3 +80/-88.6 +801-87.9 +80/-86.9 +801.86 +80/-85.5 +80/-84.7 +80/-83.7 4601.83 +80/-82.2 +80/-81.5 +80/-80.8 +80/-80.2 +1-79.4 +/-78.8 +/-78.1 u• co 52 +80/-89.4 +80/-88.9 +80/-87.2 +80/-86.5 +BW-85.7 +80/-84.7 +8N-83.8 +80/-83.3 +80/-82.4 +80/-87,8 +80/80.8 +/•BO +/-79.2 +/-78.5 +/-77.8 +/-77,1 +/-76.4 �� D 0 W 64 +80/-87.6 +801.87.1 +80/-85.3 +80/-84.5 +80/•83.8 +80/-82.8 +80/-81.8 +80/-81.2 +80/-804 +/-79.4 +/•78.7 +/-77.9 +/-77.1 +1-76.4 +/-75.7 +/-74.9 < W 11 alo'S 56 +8D/-86 +80/-85.4 +80/-83.6 +80/-82.8 +801-82 480/-81 +/-80 +/-79.4 +/-78.5 +/-77.5 +/-76.8 +/-75.9 +/-75.1 +/-74.4 +/-73.7 L O• LL Z 5B +80/-84.5 +80/-83.9 +80/-82.1 +80/-81.2 +80/-80.4 .+/-79.3 +/-78.3 +1-77.7 +/-76.8 +/-75.8 +/-76 +/-74.2 +/-73.3 +/-72.6 ie --I0 to 60 +80/-83.2 +80/-82.6 +80/-80.6 +/-79.8 +/-79 +/-77.8 +/-76,8 +/-76.2 +/-75.3 +/-74.2 +/-73.4 +/-725 +/-71.7 . t'' Z W 5 _ .5 0 Q- 62 +801-82 +80/57.3 +1.79.4 +/78.5 +/-77.6 +/•76,5 +/-75.4 +/74.7 +/-73.8 +/-727 +/-71.9 +/-71 apt ,sao saves •@ 64 +80/-80.9 +80/40.3 +/-78.2 +/-77.3 +/-76.4 +/-75.2 +/-74.1 +/-73.4 +/-72.5 +/-71.3 +/-70.6 N 68 +/-B0 +/-79.3 +/-77.2 +/-76.2 +/-75.3 +/-74.1 +/-72.9 +/-72.2 +/-71.3 +/-70.1 1111 1 1 1 1 1 11 i/, y65 +/-79.2 +/-78.5 +/-76.2 +/-75.2 +/-74.3 +/-73 +/-71.9 +/-71.2 +/-70.2 ,. \,ONY..YNNA.,/�"i 70 +/-78.4 +177.7 +/-75.4 +/-74.4 +/-73.4 +/-72.1 +/-70.9 44-70.2 '.. ,.•' UICENSF••,CCS. :' 72 +l-77.8 +1-77,1 +/-74,7 +/-73.6 +/-72.6 '+/-71.2 +/-70 No.58705 ..� 74 +/-77.3 +/-76,6 +/-74 +/-72.9 +/-71.9 +/-70.6 - *:. -: *- 76 476,9 +/-76 +/-73.5 +/-72.3 +/-71.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING _-O I 4 - THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 c(78 +/-76.5 +/-75.7 +/-73 +/-71.8 APPLIES TO B,C OR D ANCHORS APPLES TO/-ANCHORS A0-'. STA E F/ •'.4.7��� 80 +/-76.3 +/.75.4 +/-726 (SEE TABLE2) (SEETABLE3) 'i<s•'•:cZ ORION.•• \C;, 83 +/-76.1 +/-76,1 15.5" 3,2" �/ s� NALE.,-„,\‘� 84,85 +/-78 //tO f I 1 1 11 A.LYNN MILLER,P.E. P.E.5 58705 —.-{ 1.376' 3.500" 3.500' 3.500" I 3.500" .Iiit`i O �� .082" -��'��- .062' i \I --•�f-- .062" —‘•......L11-..-- .062' .355' _ 0 060" // T II OANCHOR COVER.301.. 1.483" • 1.483" 1.483" 1.483' III rithmo I I IJ.� 864' r 1 .301' __ .625" O .625• O - - O - --O ----- ---------------� 1 1 37� 1 J CHANNEL FRAME 2 FLANGE FRAME 1.375• 3 INTEGRAL FIN FRAME 4-EOUAL-LEG/aOX FRAME ----- - O 7/8"BEAD t ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA .864" ` - STRUCTURAL i`v._� BUTYLENE ;� 5/16"NOM. 175" SILICONE 11111111/4 5/ SEAL �\ ������ o�� POLYISOBUTYLSTRUCTUENE 3116"NOM. BUTYL& , � � L 1, ' —1/4°NOM. FOAM4SILICONE SEAL WITH DESICCANT r WITH "r DESICCANT/dr ROLL-FORMED DESICCANTFOAMSTAINLESS STEEL O1 BEAD EXT.GLASSA IF EXT.GLASSEXT.GLASSINT.GLASS . EXT.GLASSIlk GLASS NT.GLASS NT.GLASS . MITERED CORNERS WITH INTERIOR AND 66 KODISPAC E 61 SUPER O.DURAS EAL® 63 XL EDGETm EXTERIORLDS Vji 4SG TPS SPACER®NXT"` SPACER • WE . TABLE 10: #- Part# I .Description I Material PRODUCT REVISED :'''': • 1 620117 J channel Frame PVC o` ae7mllreFmre,F 2 620118 Flange Frame PVC A[cepffieoe140 I 0,.....,_,,[014-•CDS B, r"tiun Date a " .o 2.o �\ 3 620119 Integral Fin Frame PVC •ry 4 620120 Equal Leg/Box Frame• PVC By ` Q e9 n2� .D"a".�s��a -, � 5 620133 Anchor Cofer PVC FRAME \ ., 5 6 720136 7/8"Glazing Bead PVC ip NO CHANGES THIS SHEET. 7 720135 1"Glazing Bead PVC ASSEMBLY DETAILS ��, Q 74 Backbedding,GE 7700 or Dow 791 silicone 78 71646N Setting Block(7/8"x 1"x 1/8"),85+/-6 duro. EPDM -•,,,,,, 0 EXTERIOR \ i, \ • a��` \Il,u nna// \```ONY LYNN .'/f, re.......44„, 1070 TECHNOLOGY DRIVE \- LICENSEM��`i N.VENICE,FL 34275 Q.' %to • (941)-480-1600 =*;' No.58705 Part# DescrIption .Material NOTES: _ - 1)SOME PARTS NOT SHOWN FOR CLARITY. COPYRIGHT 02017 PGT INDUSTRIES,INC. —'9 / 80 Kommerling 4SG TPS Spacer System _ 2)J-CHANNEL FRAME SHOWN,PARTS#1. CERT.OFAUTH.#29296 ALL RIGHTS RESERVED i0•. S(U _• 81 Quanex Super S pacer nXI"with Hot Melt Butyl See this OTHER FRAME TYPES APPLY. m - a F (V • Sheet for 3)ITEMS ri 8.73,75.77,79&84-89 ARE NOT VINYL FIXED WINDOW NOA(NI) 0 9/9/14 :F '••.ZCRIDA..•' ��; 82- Quanex Duraseal Spacer g ,,. Materials USED AND ARE NOT PART OF THIS �' S70NAL ENG 0 83 Cardinal Edge Spacer APPROVAL. o BOM&ASSEMBLY o8' J ROSOWSKI �///1 r I I I I,I` g p 4)ENERGI PVC TO BE LABELED FOR AAMA REFERENCE TEST REPORTS:FTL-6717,8968&8970 ' EXTRUDER CODE. PW-5420 NTS ` 9 OF 9 3 0 B A.LYNN MILLER,P.E. ,�2 M D-5420.0 A. P.EJ!58705