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HomeMy WebLinkAboutUntitled (3) 3 . .. 3 , 3 3 3 : , 3-3 ,. 3 .3 . , 1 :. , :_ , -.:I ; ; , 1 : , :-...: - ':::. ',. . +3. -• ' -. :: 3; '', :3.2 ' : :::-: -f !tr.. o a 111 a. 4 Its F. A C4 Pra r I UC li• e t. � X� . „ ,v,• ao z zM , ` In � _.i I" i .� r v Ur} ' n 0 � �a O P � W ` * ix ? w, I Q. Q n Z.PJ w , P.o,I va 'H EUI 2 71 NU . 0 a civ; u 1 v vow Q a 4) W e Q o o U C� i F O ' 'L No Q d p U v o C 0 rJ • ✓ i.� I;. � T1'. S I Uilll • ` LMr ,.. I 1 I •. �r • = ",7- p• . Z• . • 0. .! ( I :.3 ..� I 'i4.f�,,t 1 ;µ_ t'.4 :C+) 34Ii71' (4� ' � ,, . . ' N liil ., C• om . W o c °-1 .fl.. Ca Z „ E I 4., w w h tu ._. p.1 z „,:. _ ,,,,• ,i zW 0 3 :.- N I 4 o y v zz ,.E in.. zs .a r ° �. r4 y, 3.,..;.:‘,.,. 11 7, 1.. .:33.. w i :..Ldi • } I x N .tV tN N. c`J N c"1 1 • Florida Building Code Online Page 1 of 3 • • • 1110— It6lt w^ x F SCIS Home y Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications f FBC Staff BCIS Site Map Links # Search fi''':Oritia (77's— .ff Product Approval '..uSER:Public User •• Product Approval Menu>Product or doplication Search>Application I..ist>A••I : • Detail (` `C"�,• i; FL# FL243-R20 '3 Application Type Revision Code Version 2017 . Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POCs and/or the Commission if necessary. Comments Archived Product Manufacturer ^ • PGT Industries zs Address/Phone/Email 070 Technolog D Nort 'enice, L 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com • Authorized Signature - Jens Rosowski jrosowski@pgtindustries.com Technical Representative .. Jens Rosowski Address/Phone/Email 1070 Technology Drive ' • Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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 TAS 201,202,203 1994 Equivalence of Product-Standards Certified By Product Approval Method ' Method 1 Option A • Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending'FBC Approval• Date Approved 12/25/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/24/2018 Florida/Bu' ilding Code Online;;:' Page 2 of 3 . Summary of Products. W �� FL# !Model,Number or Name Description . 243.1 1CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate . . ) '--' Approved for use in HVHZ:Yes F1.241329 C Cxc. 1706141 s o f 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 Acceptance(NOA) FL243 R20 Ii 17061413.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER ' ' type,size,and spacing'information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 C7•1740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning ?.';,xy. Limits of Use Certification Agency Certificate . Approved for use in HVHZ:Yes FL=43 R20 C CAC 1706141.5.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 Acceptance(NOA) FL243 R20 II 17061415.pdf for product performance-information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacinginforrnation. Created by Independent Third Party: __ Evaluation Reports Created by Independent Third Party: 243.3 i_"'•. ."(PW'='.20(Non-Impact) Aluminum Fixed Window • i Limits of Use ,• Certification Agency Certificate Approved for use in HVHZ:Yes FL243 P20 C G.?C 170614053f 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 Acceptance(NOA) FL243 R20 II 17061405.pdf for product performance.information,anchorage details,and anchor Verified By:Miami:Dade BCCO-CER type,size,and spacing inferrriation. Created by Independent Third Party: Evaluation Reports - i - Created by Independent Third Party: 243.4 IPW 620(Non-Impact) Aluminum Fixed Window Limits of Use - Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R20 C CAC 1.7061410.0dr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:'NO' 02/19/201.9 Design Pressure:NA Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R20 Il 1./061410.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing;iiifornietion. Created by Independent Third Party: -.- 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 R20 C CAC-17061411.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes - 02/19/2019 . ' Design Pressure:N/A- .. Installation Inst fictions Other:Please see theMiami=Dade County Notice of Acceptance(NOA) FL243 R20 Il 17061411.odf .i, for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacinie inlet-nation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.6 P1,d-820(Large Missile Impact) Aluminum Fixed Wihdow Limits of Use Certification Agency Certificate {Approved for use in HVHZ:Yes FL243 P20 C CAC 17061411.odf • 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 Acceptance(NOA) FL243 P20 II 17061411.pdf • for product performance infoihnatien,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER • type,size,and spacingfnforirlatidn. Created by Independent Third Party: _ Evaluation Reports _ _ .- Created by Independent Third Party: 243.7 .-,_ r LW75420(Non-Impact) Vinyl Fixed Window .- Limits of Use Certification Agency Certificate - ` Approved for use in HVHZ:Yes- FL243 R20 C CAC 17061408.odf tf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date . Impact Resistant:Nd ' 04/30/2020 Design Pressure:Wk. Installation In ructions Other:Please see the Miami Dade County Notice of Acceptance(NOA) FL243 R20 II r 61408.0dr for product performarite information,anchorage details,and anchor Verified By:Miens Dade BCCO CER type,size,and spacirib inferrnetlon. Created by Indel)erident Third Party: - Evaluation Reperts Created by Independent Third Party: 243.8 ' - CV-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning j.'. - i Limits of Use Certification Agency Certificate Approved for use ifl.MVHZ:Yes FL243 R20 C CAC 17061407.odf Approved for use outslde 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 R20 Ii 17061407.0df for product performance inforlmation .r - .ils,and anchor Verified By:Miami-Dade BCCO-CER . type,size,and spacing infoF'_i'.'.n. Created by Independent Third Party: ' evaluation Reports Created by Independen : • 243.9 _ LPW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use u, .Z.Yes' FL243 R20 C CAC.17061409.oar Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant::Yesa., 04/30/2020 'i i' Ori i' I. http://w .flqridabui1ding.org/pr/pr_app_dt1.aspx?param=wGEVXQWtDqu3mWFvZ3 5 V... 5/24/2018 Florida Building Code Online._:...: :;_ ;; Page 3•of 3 ( Design Pressure:nip!, Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance OA) FL243 520 II 1:G61439_0 f for product performance infor{nation,anchorage details,and ancho Verified By:Miami-Dad- "•-CER type,size,and spacing information. -•t-• . •:- P •ent Third Party: I _ Evaluation Reports Created by Independent Third Party: 24;3.10, -IPW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use -- . - Certification Agency Certificate Approved for use in HVHZ:Yes FL243 520 C CAC 17061406.Dd` Approved for use outs1de'HVH4: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 Acceptance(NOP.) FL243 520 II 17061406.odf for product performance informason,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER ' type,size,and spacing information. Created by Independent Third Party: Evaluation Reports .. (4 - ....._................................................................_.__ Created by Indepeddent Third Party: • I1 -- Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrinht 2007-2013 State of Florida.::Privacy St:[e�ment::Accessibility Statement::Refund Statement Under Florida law,email'addres;e§arepublic records.If you do not want your a-mall 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,effectiveOctober 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 uked'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 DepartnjehtC tlOan email address which can be made available to the public.To aGtermine if you are a licensee under Chapter 455,F.S.,please click Product Approval Accepts: I ... ® I Ck ll'i .- .:i''•-. Credit Caro Safe • http://ww .floridabui1ding.org/pr/papp_dt1.aspx?param=wGEVXQvtDqu3mwFvZ3 5 V... 5/24/2018 z, max. MIAMI-DADE 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.Qov/economv 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 afterthe 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 do have this product or rateral tested for quality assurance purposes. If this product or material fails to perform in the accepted rpannter;,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 mat- : ::__. . re• ■!- of the applicable building code. It's product is approv-- as described herein, a-. has been designe..''t• comply with the Florida Building Code, including the . igh Velocity Hurricane Zone. DESCRIPTION: eries'-4PW-5440"PVC Fixed Window—N.I. . L 1,T. APPROVAL DO ' T:..Drawing No.MD-5440.0 titled"Vinyl Fixed Ca ement Window NOA(NI)", sheets 1 through 11 o dated 09/09/14,with revision B dated 06/06/17,pr-.aced by manufacturer,signed 4 d^sealed by Anthony Lynn ' -. r, '.E., .eating the Miami-Dade C.- Product Control Revision stamp with the Notice of Accep .cenu9 . . :' :i• - . • - • e Miami-Dade County Product Control Section. 3 t MISSILE IMPACT ' •TIlG:;None ;t LABELING: Each um''shall' bear a pe - ent label with the manufacturer's name or logo, city, state, MOd'el/series, and following -• : 'ami-Dade County Product Control Approved", unless otherwise rioted herein. �z RENEWAL of this NON`shall Abe considered after a renewal application has been filed and there has been nq,change in the applicable building code negatively affecting the performance of this product. TERMINATION of this-NOAvill 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 toComply with any section NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: T 'NOt 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'ibne'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. T1is NOA revises NOA#,'16-0714.20 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as Well as approval document mentioned above. Vie asubmitted documentation was reviewed by Jorge M-Plasencia '. . NOA No. 17-0614.07 MIAMI DADE COUNTY Y h� � v�tAPPiIOS!ED " t-i ' �f���1,� Expiration Date: September 24,2020 ( Approval Date: October 12,2017 ,e1 +-1 Fitt" -‘`.• • •;?4,; • P.GT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED A DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.02) 2. Drawing No. MD-5440.0 titled"Vinyl Fixed Casement Window NOA(NI)", sheets 1 • through 1.1. of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufactirer, signed and sealed by Anthony Lynn Miller,P.E. Bt TESTS • 1. Test reports on 1)Uniform Static Air Pressure Test. Loading per FBC,TAS 202-94 '2)Large Missile Impact Test per Fh'C, 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;Dirraseal°spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, , Inc., Test' Repr)rts No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/0'7/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. ' (Submnte under previous NOA No. 16-0714.20) : 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 • 6) Cyclic Wind Pressure Loading pqr FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5520/5420 PVC fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415 01) 3. Test report's on:si)Air Infiltration Test,per FBC, TAS 202-94 `I, 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 • 3)Water Resistance Test,per FBC,'CAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 '6) Cyclic Wind Pressure Loading per. FBC,TAS 203-94 along with marl ed-up dra-wings and installation diapram of a series 5540/5440 PVC casement pictTire windows,prepared by Fenestratioi.”Testing Laboratory,Inc., Test Report N6','TTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega,P.E. (Submitted ridder NOA No. 15-0415.01) 55 Jorge M.Plasencia,P.E. Product Control Unit Supervisor , • , NOA No.17-0614.07 Expiration Date: September 24,2020 _ Approval Date: October 12,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 13. TESTS (CONTINUED),. 4. 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)Forced Entry Test,per FBC 2411':3.2.1, and TAS 202-94 5)Large Missile Impact Test per FISC,TAS 201-94 6) Cyclic Wind Pressure Loading p6r FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows witube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Reporto 'TTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega,P.E. (SubmiNed under'NOA No. 15-0415.01) 5. Additional,Reference test report FTL-8183 per TAS 201,202 &203-94,issued by Fenestration s;estmg Laboratory, Inc. (SubmittedNOA Na 15-041101) C. CALCULATIONS 1. Anchor'7erification calculations and structural analysis,complying with FBC-5th Edition(2014)`and FSC-6th Edition (2017), dated 09/15/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. i.:. 2. Glazing complies.with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-D"ade:Department of Regulatory and Economic Resources(RER). E. MATERIAL CEI TtFICATIONS 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, expiri'.g on 02/28/18. 2. Notice ofAeeeptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for tneii'-``Bronze and Lighter Shades of Cap Coated 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 Dooreelate`d 09/15/16,expiring on 04/16/20. Jorge M.Plasencia,P.E. Pro•uct Control Unit Supervisor NOA No.1.7-0614.07 ;Expiration Date: September 24,2020 •t., `1 b.y, Approval Date: October 12,2017 E-2 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS.• • 1. Statement letter of conformance to FBC-5th Edition(2014)and FBC-6th Edition (2017), dated 08/29/17, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statementlettei of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No;;160125 issued by the Product Control Section, dated March 09,2016, 4 • signed by Ishaq Chanda, P.E. 4. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed-by Jaime D. Gascon,P.E. (Submitted Wider previous NOA No. 15-0415.02) G. OTHERS 1. Notice of?A'dc`eptunce No. 16-0714.20,issued to PGII Industries,Inc. for their Series "PW-5440"Vinyl Fixed Windows—Non-Impact, approved on 09/01/16 and expiring on 09/24/20. tIc t• : '4 • „dr, ---- orge M.Plasencia,P.E. Pros •et Control Unit Supervisor NOA No.17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-3 - - - - ' - - -' •_ THOSE SHOWN BELOW: ' IMNDOYl FRAMES MAY BE ANYOF e t i Dascriptlon # .. I. 'n ' 7/8"I.G.:1/8"A Exterior Cap+5/6"Air Space+1/8°A 4 '8 'A"=A NEALEO ) toy ) j= j 2 7/8"I.G.:1/8" ••• ._ _ - •. EMPERED 3 7/8'I.G.:3/16•A Exterior Cap+1/2'Air Space+3116"A 6 9 fl fl ._; 4 I.G.:3/t6T Exterior Cap+112"Air Space+3116"T 7 9 - r BOX CR 7/8" ' EQUAL as - I 5 1"I.G.:1/4"A Exterior Cap+V2"Air Space+1/4"A 8 10 . LEG .-r -I 6 1"I.G.:1/4"T Exterior Cap+1/2"Air Space+1/4"T 9 10 FLANGE H - L,-, li 11 - I' 2 • I I - TABLE.2.-.ANCHORS 11.STt1LLE4 THROUGH FRAME - • . . - _ _ • I; - 4'Mln:Ede Mm .,I' • IGrou - ..Anchor Ubstrate.• •.__... g . MIf•4.OF 3 THREADS ._ - . I P ( Distance. I EmbedmenC !6FYON CHF METAL. i 1 '�l • 1 1 • - •--- 11R - P,?"_aouthem Pine(SL-, u.a3/ i61U.SiteAT=. • I .u '..� _: .. 1 Steel,A3o . . ..6` 0.05-b"-"- •UNGRCU CMU" • I !II - II Q (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0,0451'(18 Ga.) VALUES MAYBE• INTEGRAL J/ `—o A or 410 S.S.) • AlumInum,6063-T5' 0.050" USED FOR GROUTED J-CHANNEL FIN y// CMU APPLICATIONS. P.T.Southern Pine(SG=0.55) 7/16° 1-3/8" r I�I • 3,16"steel Ultracon Concrete(min.2.85 kei) 1' 13/8" `I / L_.r Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" I� r-•--- \ � P.T.Southern Pine(SG=0.55) 9/16" 1.3/8" \--0 3 as PRODUCT mplyiny REVISED #12 SMSBuilding complying the Florida (steel,18-8 S.S. Steel,A36' 3/8' 0.050" Steel Stud,A653 Gr.33" 318" 0.0451"(18 Ga.) Hoa-No. 17-0614.07 or 410 S.S.) NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 1 t Expiration Date.09/24/2020 B Aluminum,6063-T5' 3/8" 0.063" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" ALL .tNSCRIBE THE SHAPE BF____'`----- 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1.3/8' BELOW),HAND OBTAIN SDESIGN PRESSURES OR THAT BLOCK SIL WINDOW SHAPES QUALIFIED.COMMON ZE FROM DESIPLES GN PRESSURE TABLES 4 9I SHEETS 8 IC.EE EXAMPLES Miami-D Be Product Control • 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" LONG LONG LONG SHORT Concrete(min.2.85 ksi) 1° 13/4" I SIDE --1 I--SIDE�I f-- SIDE -{ -'H SIDE ;-.- 1/4"steel Ultrcon r --—1 - -7;7. - -— r — C Ungrouted CMU,(ASTM G-93) 2-1/2" 1-1/4" T -- Tr--— -7 T 1/4"steel Creteflex Concrete(min-3.35 ksi) 1-3/4" - , I i I ,1 i., I I ''.I r on Conc=:•.:___.-_..-:.�. 1314" og I ` I o7 t� Hui E Concrete(min 3.35 ksi) 2-1/2" �'T� B �( I or 114"steel Cret 1 4 routed CMU,(ASTM C-90) 2-112" 1-1/4' 1 - —.- - 1 .- __ _.._._.. -- I •• ' Concrete(min.3-2i 5!:s'.` 1-1/2" 13/8" LONG LONG L . LONG LONG LONG Z �� I NO CHANGES THIS SHEET. t i _ I""_ IDE _-1 ,i.f IDE -7-1 SIDE -.-I I� 10 �'I I� SIDE r, r, ' Grouted 4MU;(AS'TM GSO) —.2.. 2"-' -, i • - r .— rA1' 1 -�I. . - -,. i ') ITABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 ' I l • uMIn.Edge Mt . 1I< -_ 1, -,.- 1 _ 1L- -J 1L .--_I Group Anchor Substrate Distance Embedment' •. _ O j1 LYN!� i Y ' E 2-1/2"x.131'Common Nail P.T.Southern Pine(SG=.55) 3!8" 2-7/16" 1070 TECHNOLOGY DRIVE �.�`T`,N tOENSF'•�l(��� 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16' • Material Min.Fr Min.F" �r� N.VENICE,FL 34275 '3�:; P.T.Southern Pine(SG=.55) 112° 13/6° sloe;suer 92 ksi 120 ksi .,* No.58705 #10 Trusshead SMS (941)-480-1600 _ Aluminum,6063.75' 318' 0.050" 1&65ue�v 60 ksi 95 ksi (steel,16$S.S. Steri Stud,Gr.33' 376" 0.0451"(18 Ga.) 410Screx _ 90ks1 110 ksi ® •- or4105.5.) COPYRIGHT®2017 PGT INOU5TR1Es.INC. -"0 �` F Steel,A36' 318' , 0.050" Ek:o Aggre.GatorS 57 ksi 96 ksi CERT.OF AUTH.#29296 ALL RIGHTS RESERVED '.. t7-.-....4,0 (,0 •MIN.OF 3 Else UltraCone 155 ksi 177 ksi •�` #12 sMs P.T.Southern Pine(SG=.55) 9/16° 13/8" THREADS 410 ss Elco CrSeFlexe 127.4 ksi 169.7 ksi ` VINYL FIXED CASEMENT WINDOW NOA(NI) /9/14 ,."CI'' 'PLORtf?:•''G�� Aluminum,6063-T5' 3/8" 0.083" BEYOND 606345 Morn= 16 ksi ' 22 ksI . Si, ''SSS'/ �� (steel,18-6 S.S. Steel Stud,Gr.33" 3/8" 0.050" THE — A313 Sted 36ks1 58 651 o GLASS/ANCHORS/FRAME OPTIONS am J ROSOWSKI ,!!! NAL too' E`%• cr 410 5.5.) METAL Gr.33 5ted Stud 33 ksi 45 ksi • Steel,A36' 3/8" 0. v" SUBSTRATE. " - -; A.LYNN MILLER P.E. - N PW-5440 NTS A 2 OF 11 oz° MD-5440.0 ,r B P.E.#56705 y'--^ _ . INSTALLATION OPTION 3 >: i ! F. .INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGBOX,FRAMES' INSTALLATION OPTION 2 -- .,,.._ .. ..r ;;•\-.r - .` ANCHORED THROUGH L • .. ANCHORED' THROUGH FRAME AND IX .. '* ,.. .�: •.'•... ;r " INSTALLATION N • BUCKSTRIP INTO CONCRETECMU. 7 •+ DIRECTLY i TO C ~ONCRE TElCMU.- OPTION 1 EMBEDMENT '.- - EMBEDMENT ANCHORED THROUGH EDGE DISTANCE -'' 114'MAX. 114"MAX. FRAME INTO ZX WOOD �__ SHIM 2 (�� SHIM FRAME OR BUCKSTRIP. ���/ it _ SEE NOTE 2,THIS SHEET. l''"..11" 111141...'''''''''''....----...,....„.,,, .c •�t _, I �` I �r (c (J • • - DISTANCE . EDGE FLANGE . EMBEDMENT ,•STANCE if ` • •{ J FRAME Ca�D i - .taro to Yavn� . �' a.Ana\\waaau{a.. L• . ------ -SHOWN [ i��--L.-� I'ry�il 1'THICK I.G. I i V: -�=� NP.ANCHOR TYPE, TYP.ANCHOR TYPE, s TYP.EMBAN HORTY �t14•WAX.SHIM EAIBEDMENIT ANO EDGE �� • NT AND _ L /- - —EDGE DISTANCE PER ' - I. : _ D:SThNCE BER. _ _ IC SUBSTRATE;S • I i � .. I G I� �. ^:- 1.,:;---. .TYP.ANCHORIIP - -I ._ I � a .. li \ _ SUBSTRATE /_... . _ TABLE 2.SHEET Y,ry y P - _ - • �_ SEE TABLE2 SHEET2- tl �� �A I EDGE DISTANCE ER . - �.: - - \II. i\'1 -.1'I ... -. ...-, I`1 SHEET2. .. ��_ i l 'I !r ._ - . FLANGE EXTERIOR .1!ISIBLE LIGHT WIDTH i-+ `,J -_ U JJJ EQUAL y n FRAME I LEG/BOX s I SHOWN BUCK WIDTH FRAME .'} � U NOTES: SHOWN 1)USE ONLYSUBSTRATE-APPROPRIATE ANCHORS I LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION THE OPTION SHOWN MAY BE USED ON ANY SIDE OFPRODUCT REVISED 7/5'THICK I.O. WINDOW. P complying with the Florida DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Building Code 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. NOA-No. 17-0614.07 PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4 `TExpiration Date 09124/2020 BUCK VISIBLE INSTALLATIONS LLATIOTHICK S TO BUCKS EDARE IX SHIM -______= HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL \ -1 1!4'MAX.SHIM Mi l HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(05),SEE Miami- de Product Control BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR / �'I I TABLE 2.SHEET 2, /AM, ��� GREATER.IX AND 2.X BUCKS(WHEN USED)SHALL BE '1I' \,\ DESIGNED AND SECURED TO PROPERLY TRANSFER / i ' I 1'THICK I.G. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ,Damp, ii •ov:aaanr` I AND INSTALLATION IS THE RESPONSIBILITY OF THE ✓ M r 0 • ENGINEER OR ARCHITECT OF RECORD. ' / Liti�t D 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED / 0 �� OE I • TO AS DAYLIGHT OPENING)IS MEASURED FROM / ' 'I EQUAL / - :..• BEADING TO BEADING. - EGBOXTHIS SHEET. S•.:1 n -. FRAME r . r�I IJ .. ._ - :+ - SHOK'N L� LFG4•ME �.�� _ 1 _ NO CHANGES �J, srlomd P. �� :.� EMBED ENT TYPE, /Are .4 5 EXTERIOR _EMBEDMENT AND c==. _......_,;.-?/" ` EXTERIOR z` 46-- SUBSTRATE, E PER INSTALLATION INSTALLATION SUBSTRATE,SEE OPTION 4 OPTION 4 EQUAL- TABLE 2,SHEET 2. ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL \\`,01%.11111,,,,,' L.EC/BOX . 0\.1Y LYNN ',,, FRAME i 1, I 1!4'MAX.SHIM sHowN r 1070 TECHNOLOGY DRIVEP�. fiy u. a�+� "' i� I . F ' P N.VENICE,FL 34275 :::;:: ::...:7857:5...'15:3;\ ��Iaf: *- (941)-480-1600 •C EMBEDMENT • e �/ ( 4t."7:' COPYRIGHTE2017 PGTINDUSTRIFS,INC. �� l (�,�;1 CERT.OP RUTH.#25296 ALL RIGHTS RESERVED �0 STA E O - INSTALLATION VISIBLE LIGHT FORMULAS './&*• F4ORIOP.••' ,� OPTION 2 — mom:BUCK WIDTH-6.3/4^ VINYL FIXED CASEMENT WINDOW NOA(NI) & 9/9/14 �'%;sS�oNAL 04„--,'''` � II HEIGHT:BUCK HEIGHT-6.3/4' ANCHORED THROUGH T EDGE DISTANCE O ///IIillilttt FRAME DIRECTLY INTO o FLANGE&EQUAL-LEGIBOX FRAMES aa J ROSOWSKI CONCRETE/CMU.DIRECTVERTICAL SECTION B-B c '9 9. A.LYNN MILLER,P.E. PW-5440 E NTS 2 3 OF 11 oz° MD-5440.0 B P,E,#58705 V It lNSTALLAT!-., 'INFQR�INTEGRAL..FIN&-J..CNANNEL:FRAMES',.- :; :INSTALLATION,_ . -: INSTA�i ArtoN Ai{!'''-r to - - _ _114 NAX.SHIM L; OFTI • -. INSTALLATION OPTIONS • ANCHORED THROUGH ANCHOREOTHROUGHINT GRALFIN1...,.....:7;‘.;,;/•MAI(S1'i"- EMBEpMENT �-.+-- EDGE DISTANCE' ANCHORED THROUGH 1 "^"FRAME II+R02XWOOD .INT02%WOOD-FRAME OR BUCKSTR-10. �•e - - . INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET- EMBEDMENT `t FRAME OR BUCKSTR!P.SEE j I .NOTE 2,THIS SHEET. tt I NOTE 2,THIS SHEET. (9 II • � ��EDGE DISTANCE DISTANCE I\GE , {4 J-CHANNEL _-�,•.._ .� tttI 1111 eI �i ! ." i.'—l� - — . I Q// _ SHOWN -- _ 1 .aa w,ssuutn 1"THICK LG, I 1 \ I/ �I� 1i4"MAX.SHIM I 1 1 EMBEDMENT (L•--R_��r 5 ) TYP.ANCHOR ' I1 -; M ., I TYPE, =�_ A 1 EMBEDMENT �� 3 -` (-/ )./.. ..- - ` • TYP ANCHOR TYPE,EMBEDMENTAND EDGE�•,� -,-.:W ^ � �� \ " '-I p AC I I "SUBSTRATE,•SEE TABLE,3,SHEET t_'. J I S e TE - . . ., .(NAILSHOWN) SEE7A LE2 .r.,:, .. \ ,- p �+r t T EMBEDMENTAND EDGE _/. / H16K I G ! �Ni FiORAL BEE - •_ �"� _ - .: FRAM - DISTANt f - _ - a-CHEL" 'E7(TER;OR -•ri- LESIBLE LIC tT WIDTH t-�^: :. . OWN._ SEE T9HEET 2. ••` U FRAME n �� TA i t_11 SHOWN + Q. ... NOTES: , _ BUCK WIDTH - 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION CSC ANCHORS LISTED ON TABLES 2&3,SHEET 2. , • 718"THICK LG. FOLLOW EMBEDMENT AND EDGE DISTANCE • DADS APPROVED MULLION,FEC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD- LIMITS,ANY INSTALLATION OPTION SHOWN MAY PRODUCT REVISED BE USED ON ANY SIDE OF THE WINDOW. MAY 8E VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. as complying with the Florida _'C / Building Code ` VISIBLE 2)MASONRY ANCHORS MAY BE USED INTO WOOD LIG Imo'Jf NOA-No, 17-0614.07 BUCK AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS Expiration Date+'124/2020 HEIGHT LIGHT HEIGHT THAN 1-112"THICK ARE TO BE CONSIDERED IX #1O OR#12 STEEL INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL I. 114 MAX.SHIM SMS(05),SEE 114`MAX By od IF UNIT IS INSTALLED DIRECTLY 70 SUBSTRATE. I. f "� TABLES 2&3, --� SHIM Miamena.-Product Control I WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK / SHEET 2. / OR GREATER,1X AND 2X BUCKS(WHEN USED) / ,,,A,==... '4 I —.,_. ail Iffil 1"THICK LG. SHALL BE DESIGNED AND SECUREDTO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD +xx+���t!1 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ,/,r. r 7 .,.... 'l• l,- 3)VISIBLE LIGHT WIDTH OR HEIGHT ALSO w t c 1 3 , t REFERRED TO AS DAYLIGHT OPENING IS F/ .--� 3 � FIN AND/OR 0 - ,.. : ,: •... ,,--_1 ems,.. ?3EASUREp FROM BEADING TO BEAOIIJG. LANG MAY ii - 0 �.-._ we +-� NO CHANGES THIS SHEET, 3 ;;: _„_., - REM.C`iED IN-FlEED y� -%L ..-J'� - - • , _.._. 6 '"• INTEGRAL FIN -1 � • EXTERIOR II- , EXTERIOR I FRAME SHOWN I�f � , ., .> �` INSTALLATION OPTION 7 INSTALLATION OPTION 8 a • INTEGRAL / `` INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, • FIN 11.,,,,,_,1_„,....•-• / I� �i 14"M AX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. •0‘0,1111,10, 0y 0 cY ILY t 0 Jrrrr FRAME ♦ IV. ..AW ' r SHOWN I I ` "! o Il ros.,---**/ 1070 TECHNOLOGY DRIVE , +�_•”ocENSF.,%.0 0'; 7 INSTALLATION EDGE VISIBLE LIGHT FORMULAS • N.VENICE,FL 84275 { `t•• p ID OPTION 5 DISTANCE (941)-480-1500 = No.58705 _ I='1..w 11r. WIDTH:BUCK WIDTH-6-314" °xxmIMAMIS W � HEIGHT:BUCK HEIGHT-6-314" ® -0 •' ANCHORED THROUGH tI ,' COPYRIGl1T02017 PGT INDUSTRIES,INC- ;, t �` INTEGRAL FIN INTO 2X CERT.OF AUTH.429298 Alt RIGHTS RESERVED 1 WOOD FRAME OR • %�.�,'•. TE F :'.{�` BUCKSTRIP.SEE NOTE 2, "•"y EMBEDMEM _ VINYL FIXED CASEMENT WINDOW NOA(NI) 9/9114 'A.,'..''`<ORIOP.r'• '; ANO EDGE DISTANCE PER EMBEDMENT Y ` r CJ-•♦• .E. �� THIS SHEET. TYP ., / N .� VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. a" J-CHANNEL JROSOWStCt tj�1jNAILLER, . (SCREW SHOWN) " S <`• �• A LYNN MILLER,P.E- PW-5440 NTS 4 OF 11 g MD-5440,0 B t:.,_..-'....: _ ,.. _.._.._.._.. �- . y w PEP 68700 • w : T F -,:.. .•0 NT-TO=FIXED CASEMENTS XC/O) --I t , •ILtUSTRATIONsOF FIXED.CASEMENT_ .: , ILIJ$TRATiON OF AWNING T ChSEME ( __ T '` (FLANGE FRAMENVI'H DIFFERENT'5440'SERIES PRODUCTS COMBINED)--,._- . O SERIES (EQUAL LEG/BOX CASEMENT IOOO� '11'1 544- AOX FRAME WITH IDENTICAL PRODUCTS COMBINED) 4 " AWNING' A=63"MAX.FOR FEED CASEMENT 1J/"'-WINDOW A)INDMDUAL A)INDIVIDUAL A=40"MAX.FOR CASEMENT B)COMBINED / ,I (SILL) COMPONENTS: 5440 SERIES FIXED CASEMENT COMPONENTS: A=60"MAX.FOR AIMJING COMPONENTS: VERTICAL FRAME ASSEMBLY TUBE/MULL 5440 SERIES _ SECTION F-F �Mill. SHALLOW,FLUSH CAP WINDOW^ I1_ ---_ -I _ p WINDOW t... ..:,!__ , FRAME ASSEMBLY IE ° i - 1 p 5440 SERIES ^/ \ ANCHOR II - _� FIXED CASEMENT %}g/ \ � r—//_ -If iT 4-MAX. SEE I h�g.��� 5440 SERIES FRAME - III / \- a L WINDOWS ''__1 � CASEMENT_ ASSEMBLY - 1 \ II APPROVAL - V �' WINDOW i / I ''.I I. TUBE/MULL-'o _-- Ft II�'�(- I. .'' '�- -_� II Il 4 4'MAX. FOR ANCHOR '.I(� (HEAD) . -., - I_ MVIMUMOFSIG ( -_ .' i h i INFO .yr'PRNG T E.WHEN. 5440 SERIES:- 12?-1/4" .. __ f a{ .\ . ,327.1/a MAX.NAX` II \-'-,' �'� II 127-1/4 :- - - : SING THE PRAME F CASEMENT � -- \ �`.. 1. ,ASSEMdLYTUBSIMULL, =row // .. / ADDITIONALMULLION I, 1. ry .. - ` Eh IJOTE 2: 84 -, ANCHOR I -, NI. eii. 1 ! .'+/ 700FSF I, �� (.. NI' j�� I1' ,� pits' 'I' .I� 1 --- 1 Gam---lll i I • 1 FRAME ! ' f ASSEMBLY +� EXTERIOR TUBE/MULL G-.---'ill 5440 SERIES CASEMENT B)COMBINED -I- WINDOW(SILL) COMPONENTS: 8"MAX.,SEE NOTE 3,THIS SHEET ` a .III Ili 4,. _I ADDRIONALMULLIONANCHOR 6440 SERIES i III - Wllf id1a,� PRODUCT REVISED SEE NOTE 3,THIS SHEET FIXED CASEMEM'--� / i �� :1/ as complying with the Florida 4"MAX. / 8 ` VERTICAL Bullding Code WINDOW I SEE NOTE 3, - SECTION G-G NOA-No. 17-0614.07 III II 'I LiWINDOW THIS SHEET Expiration Date 09/24/2020 IIIJ1I��^ANCHOR 'UNDER SEPARATE APPROVAL L." BY 7 E rr// I Miami ad' roduct Control 63"MAX. li, , (1, FRAME ASSEMBLY I�'L ' FRAME ASSEMBLY TUBE/MULL NI:.TES,ALSO SEE NEXT SHEET: TUBE/MULL .��r1' 1 I' 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMP-E CONFIGURATIONS FOR ALL FRAME SEE WINDOWS APPROVAL 1 1 IL_-__— "i______li TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE,SHAPE,QUANTITY FOR ANCHOR INFO 1 _Ngu AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE n GUIDELINES OF THIS SHEET. I•t ri:i 1,II SHALLOW, 5440 SERIES FLUSH 127-1/4"MAX" 2)ANY 5440-SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER FIXED CASEMENT111CAP SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME WINDOW(HEAD) ASSEMBLY TUBE/MULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. CHANGESTHIS C:,NO5IZVIVT�L - FOR ALL WINDOW`;IN THE ASSEMBLY,USE EACH WINDOW'S INDIVIDUAL APPROVAL FOPS' - . .._ "SECTION E-E - ;:-^- •'r -^^ANCHORAGE:SIZE AND DESIGN PRESSURELI JITATIONS.THE LOWEST DEBIT" - '- NO SHEcT `,r SHA�.I.OW PLUSH CAP PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULLAPPLIES TO THE ENTIREI'r - - -1 '' _ - 5440 SERIES ASSEMBLY. a 5440 SERIES FIXED FIXED CASEMENT -/ 1�;�T `J1 CASEMENT WINDOW alit)... ��" ,/. l 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED WINDOW TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX Wtt t t 1 1 1 111//7F AM__'. �, , -_ FRAMES.FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE \\t NY LYN4i 7'i 1 S.. REQUIRED AS SHOWN ON SHEET 6. 1 �\ '' • ''•4 ' I, �� J :r+ pp...., 1070 TECHNOLOGY DRIVE ' C:•• QEN ''4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE N.VENICE,FL 34275 ';����FRAME ASSEMBLY TUBE/MULL J MIN.#10 X 3/4'SMS Q 17" FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.010 X 3/4"SHEET METAL (941)-480-1600 * N0.58)05 _ DEEP.FLUSH CAP MAX O.C.THROUGH SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION I _ . /{!' EXTERIOR INSTALLATION HOLES.SEE ANCHORS GIVEN IN THAT PRODUCTS APPROVAL.UP TO 17"MAX.O.C.,ADD ADDITIONAL ® COPYRIGHTO 2017 PGT INDUSTRIES,INC. ---. L l .• SEE SHEET 6 FOR FRAME WINDOWS APPROVAL FOR ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CUPPED CERT.OF AUTH.#28296 ALL RIGHTS RESERVED , Ns: / �- ANCHOR INFO. TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. =O STA P�,-•�: ASSEMBLY TUBE/MULUON DETAILS 5)THE FRAME ASSEMELY TUBE/MULL MAY NOT EXCEED 63"IN LENGTH OR BE USED IN I VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9/14 T� ' jD(ORIOP,.•'G��� TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL ///S/ f`_ \\ OF 127-1/4'IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK.INCLUDING `" FRAME ASSEMBLY TUBE DETAILS A o,£ J ROSOWSKI 7"/I I I`tt•\ o` o` THE FRAME ASSEMBLY TUBE/MULL WIDTH. _ A.LYNN MILLER,P.E. PW5440 'a NTS y 5 OF 11 02 MD-5440.0 1 E#58705 • ` "- "- - N USING THE FRAME ASSEMBLY TJBE/MULL FOR ` 1:•-!,.1,"::•-•":1-•:y '.,-o -.t, . .Y-ILLUSTRATIOMOF.END_CAP USE,- FIN:AND J' . L FRAMES "! - '� R CXEESCROSSOS OATSSEM ESW7H MORE•TK'N 4 UNF1SUSE CLIPPED:TUBE - - , ;NULLION. NDER SEPARATE APPROVAL END CAP TO SPAN 90TH INSTALL 11 ADDITIONAL GROUP E 127-1/4"MAX �I.r WINDOW ANCHOR• WINDOWS,SEAL WITH -ANCHORS THROUGH THE END CAP OR -...I 127-1/4'MAX I-w- 63"MAX -+-I SEE NOTE 2,SHEET 5 SILICONE. / 7 ADDITIONAL GROUP F ANCHORS, _ I / L I I I, .[___I • i iPi, O •;:l • • • •i�• QJ • ir9 T ,=,,_-_______. - '� , )h AX.•127-1/4°I-- FIXm i. -- ----- -------- ..MAX L- f�_ -71 .. FIXED FIXED FIXED FIXED i 7' { — ( \ r --►I 127-1/4°MAX. _i' FIXED 127-1/4' II2 OR MORE WINDOWS WITH VERTICAL FRAME(4WI WCLY MF�(.)... I Y" 1; ; �.- ...:.' I .., NOOB L+-111/4 1M11/4• Fx6D T., 2 553/4° I MAX _, .'' • / / y _ r— 127 1/4 MFJS. - EXTERIOR - , / I,I I FIXED /, //� .•••,:-P•• II� - FIXED B9 = H BEM-FR I 1 � • � •�. � � , i 6/� .� �S OR MORE WINDOWS(4!N!N^5WS \ /// ,F �/ \1 SY \ MAX)SITMHORT ONTAL FRAME •\ LL / / AWN.' CASEMENT AWN.' r I-+ 127-114-MAX. �--- 2 255-3,4-MAX 2 O MORE WINDOWS WITH VERTICAL FRAME PRODUCTREVISED -- / SIDE VIEW ASSEMBLY TUBEIMULL VARIOUS WINDOW B5 cOfl pI Indawfth the Florida TYPES AND SIZES(4 WINDOWS MAX) NOA-No. 17.0614.07 ----..,.. A=63'MAX.FOR FIXED CASEMENT A=40'MAX FOR CASEMENT Expiration Date 09/24/2020 FRAME ASSEMBLY TUBE/MULL A=60-MAX.FOR AWNING NOTES FOR FRAME ASSEMBLY TUBE END CAP: By FRONT VIEW 1-..--,=,A � Miaml-0a Product Control 1)APPLIES TO FIN OR J-CHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: 2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. REFER TO SHEET 5 FORTHROUGH-FRAME r 1-1/4° 'UNDER ANCHORAGE AND THIS SHEET L SEPARATE 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. FOR NAIL FIN ANCHORAGE DETAILS '_ APPROVAL TVP-AT ALL FRAME ASSEMBLY TUBE ENDS N 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14". BOTH HORIZONTAL AND VERTICAL127_1/4° \ \ 255-314" MAX. MAX - 127.114' E.I- ....r -. - f E -' .... I I. NOC S . 1.200".. �_ .. •... .- - : _... ... -- ._ __ - / I AN • () 2 OR MORE WINDOWS(4 WINDOWS MAX)WITH . J 221" -`I 'r•.- T- "— REMOVE FOR HORIZONTAL FRAME ASSEMBLY TUBE/MULL. I I I I I I / �+4- 1.874' -�� 11,..8±_l."I 'rit FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES. \\'YON.iLYNry //li�.100° -► � -- � .375° ' & ,627' 1--1 •�,``�•.•••GEN,..'�1VC �'i3.250" 060" --I- 1.440' 1070 TECHNOLOGY DRIVE ? o 6. •'-.<0 -050' J +I _I__..,1_ .055° piiii,,,,,, N.VENICE,FL 34275 �`91SHALLOW,FLUSH ODEEP,FLUSH I ._I *. No.58705 - cAP,PVC CAP,PVC (941)-480-1600 *_ f7 —E x.664" _-0 / I�� EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE ® COPYRIGHT 02017 PGT INDUSTRIES,NC. %'p'-• U 1 r::•�` 93 END CAP,PVC CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �O� ST -•(V` FRAME ASSEMBLY N '•,F<ORID,, \�� 90 TUBE,ALUM 6005-T5 a VINYL FIXED CASEMENT WINDOW NOA(NI) ` 9/9/14 './.,.S G�� '/77S,�ONAL E•-�`s tl FRAME ASSEMBLY TUBE DETAILS B Em' J ROSOWSKI /j/i 1111111 0 0 PW-5440 1r NTS <6OF11 oz MD-5440.0 ,i B A.LYNN MRIFR,F.E. P.EJi 58705 . 6 .. ' ',..1'.`.... . \‘‘0‘11111/0, ,•.3..:1::: 0 — ,„ 0-0171/9-0V4 ,.q 1.I.•JO L i SIN Y,'.' QS-Md R. II . 2 . . ,:, s'......5`.-•........ 4,, cm I-4 N g„ ::-••• - ' INSMOS021 r•T1 SliV.13C1 ONIZtfle -, cu mCrn ..4t 0 x ' cn ' • :: 4'.." 0,„ .'4,''.'- I): '. (lN)VON MOONIM IN3V113SVO 03XliflANIA;,:•-1 .: , p2 -----t 13,-....1--.... . ,• .>'•5"--N. \ ' a. ': '.,. ">.-i E " Cr' -it":.:(z• N I.. Cd,.'•-',,, ,,..f,'\ ` ODAN35313&WON TIV 961E2#'Him AO 11130 =-II 9, • oi z a\ t . 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NNAAAV .P0 T. + m +' — � ZfZI N-> OViO � �ld] > CC-1TW ZN "Z m= v12 -z m PIA U OWmLmi'2xv O IF. 00 {� 00 • pvlm w O-.10O -1O f=7m •i'I .4m-y.. m 1Fz, �.' iO. a0 . +�l o o I :I;wT� DN 0 r l - 'N• ''m N ;J fi, ba • r ZZ C0' m roi �n O�Gmn �� N - '� 0 11Zm�J.S O I m~7C1 OS W I C`6 Z 0 (), { b1+"� C •un. 1` + _ s +� m$,,t 2Tl§' ? ! 1 o m ,1—6'Z,- z a =$o zo z of n ' I' 1 1 + t r w c WO m x 2O zs J +,. o ,t�i,�w ag _T.- °m RN - L1------------- (I) rJ'.',;:,. t Sl o m m �' S.m `o 0 z x m m--i J� _ A it a,g r-cli�N m F.O ?im g6 t. 8 $ — . mm ,. mo m r 13 evrsoyi .• `0�O?!d * t/, . �1 1070 TECHNOLOGY DRIVE 3 m F f mm" ocA9 ���7j N.VENICE,FL 34275 O m ' p'$0 �� • :y�� (941)-460-1600 ' `0 T c;} 3 '.I mz-D%O - n5� COPYRIGHT®2017 PGTINOUSTmFS,INC. ��_� m :1/4s, 4p 1. k g;— 1�1 '.;Ir-Z-:: — CERT:OFAUTIL#29296 ALL RIGHTS RESERVED (0. o 1 2'1'r7'=m'•7. $ 'fi:'2 E VINYLFIXED CASEMENT WINDOW NOA(NI) A 9/9/14 'qt>- - m V'5c - ?-%, N 5 w 6 m '.,-tiF .....••.x. •` o DESIGN.PRESSURE TABLES C 'm J ROSOWSKI '- ; ;.m N, a:o o:. /'7/1/111111111j1‘ N PW-5440 y NTS - 10 OF 11 oz° MD-5440.D ' B •-`" ""� c 0 '4(;II- . y a ° I • • } I r ,:. 1 •,0 500' •'' - - '3 5C0 - • - 3 500' 8 500 `^ 376" �+- .�,; �:.,. ,. .` :... � ,40t, r-�. 355' -�- /�--►4+ .075" .075'- I. --" 075" 1 V 060'- `—� f .o7a. i L� i— I 5 ii 1 JTI -j1 ANCHOR COVER L_ - I - I 1 J ^ 2.166" / 2.1 rib" n 2.166" 2.166" esa' 3nr' L � . I I I �� D _��r r ��� ISS—n_i_ _)1- 1,1„.____ 2/-i,._,,-11Z 1 I�� = J l�r-is—=zs—zrLL_j�Lj_ f 625 625" I i f fi 1,7/8'GG'v: ,;;fG� �J-CHIv^}NEL FRAME. j= O2 F ANGE FRAME 1 37 O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME F T yI If - .. __. 884 r 7.:175 4!I ,, ,,, �,�'—_'•.,... ... - �S iRUCTl1RAL ' . a. _.. OUIOYLE E � DESS�NT _,. •'�SILIMME. HOT UTYL ,. I FILL ARCA t i 8 NOM, 1 . I I 'I d . . . - _ :4 STRI I TUrL+L SILICONC-.,�� x3/16 NG 5/16 NU-2' a'�ic III SIh - -1 4 NOM. 'FOAM-, i' SILICONE SEAL I I P BEAD I PULYISOBUTYLEN wmi Fal IT'/L S ' ROLL-FORMED jgs, !I I WITH DESICCANT j DESICCANT/ 0' DESICCANT- / STAINLESS STEEL INT.GLASS FOAM EXT.GLASS EJCT,GLASS EXT.GLASS /), f EXT.GLASS 411 1 PRODUCT REVISED INT.GLASS INT.GLASS -INT.GLASS os Buildcomping ing with the Florida Building Code MITERED NOA-No. 17.0614.07 CORNERS WITH . KODISPACESUPER DURASEAL® XL EDGE TM IEXT EXTERIOR 80 4SG TPS 87 SPACER®NXT"" 6s SPACER a3 SPACER Expiration Date 09/24/2020 ..„..„,....„.„,---INTERIOR WELDS TABLE 10: --- BY fl / # 1, Part# I Description Material him Da Product Control 1 620139 Jchannel Frame ` PVC 2 620140 Flange Frame PVC 3 620141 Integral Fin Frame PVC \\ 4 620142 Equal Leg/Box Flame PVC 5 620133 Anchor Cover PVC IG lazing ` - 7 1'IG lazing Bead -__ PVC NO CHANGES THIS SHEE'. - . �.:: _ \ � 5, • z: _74. 5 g 8 k oddirO uB Bead DOW 7B1 ..SiPcoae _ L. ��\ \^ 72013 72013 L ...Y. - .•. \ 'aa \ _ .. .. .� •h8 i.• 71646N Setting Block(7/8'x 1"'x 1/8'),35+1-5 duro. PVCF ASSEMBLY ME ETAIL��-. \ 90 20160A Frame Assembly Tube Alum.6005-T5 ' 91 20177 Shallow Flush Cap PVC e 92 20178 Deep Fush Cap PVC \ -0 93 20132_ Frame Assembly Tube End Cap PVC EXTERIOR 'N 1070 TECHNOLOGY DRIVE :\�a..N.. ...NN4� '� ►`� .'� N.VENICE,FL 34275 Q,... UcENSF•.!!ln NOTES: - No.58755 N. 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING (941)-480-1600 - FOR CLARITY. /� - I # Description Material 2)J-CHANNEL FRAMESHOWN,PART 41 OTHER COPYRIGHT®2017 PGT INDUSTRIES.INC. - D [(t / =- Part FRAME TYPES,PARTS#2-4,APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED _. 3 •. /7 ter-- Kommerling 4SG TPS Spacer System 3)TENS#8-73,75-77,79&E4-89 ARE NOT USED ,n S A Op . 4'' - 80 •/` 81 Quanex Super Spacer nXl with Hat Melt Butyl See this AND ARE NOT PART OF THIS APPROVAL = VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9/14 C(ORIDI,.• \C� Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA %is15,, ...... ,G,� 82 Quanex Duraseal Spacer Materials EXTRUDER CODE. c BOM&ASSEMBLY a� J ROSOWSKI ',,,0NAL1ES.,.` 83 Cardinal XL Edge Spacer ^ s 1; 3 . n A LYNN MILLER,P.E. REFERENCE TEST REPORTS:FTL-8717.8968&8970 5 PW-5440 ,' NTS .a' 11 OF 11 o a MD-5440.0 B P.E.#58705 Florida Building Code Online; Page 1 of 2 BCIS Home . Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff i BCIS Site Map Links Search , (6, .6 , i Product Approval t r � USER:Public User �.. Approval Menu>Product or Aonikation Search>Anplicatio _ist>Application Detail 1 FL# FL17519-R3 s Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer ` - PGT Industries •.�ii:ap: zk Address/Phone/Email ..- 1070 Technology r•rive y_:: • North Venice - 34275 94.) -'. .100 Ext 22318 `z`i• drug rk@pgti ndustries.com '' Authorized Signature • Jens Rosowski jrosowski@pgtindustries.com. Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 •.. (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representatit-e Address/Phone/Email fi aa' tr;f^i Category • Windows Subcategory - Mullions .. ti Compliance Method -- 'cation Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE • _ Wi Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year "'•r" AAMA 450 2010 Equivalence of Product Standards Certified By '^f I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A •. FL17519 R3 COC Cumo!iance Statement.odf I - , Product Approval Method-, - Method 1 Option A http://wWw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQNvtDgvYdg2pQ%2fX... 5/24/2018 • Florida;Bnilding Code Online Page 2 of 2 • D• ate Submitted 11/15/2017 Date Validated 11/15/2017 • Date Pending FBC Approval Date Approved - 11/18/2017 Summary of Pr ducts ?I FL# Model,Number or Name Description 17519.1 ., 5400/5500 Series Mullions Clipped/Unclipped'•Mullions Limits of Useertification Agenc tificate Approved for.se in HVHZ:No FL17519 R3 C CAC 190-1 'CAR.pdf "'� '' Approved for u - outside HVHZ:Yes FL17519 53 C CAC 190-1076C, df Impact Resistant: - FL17519 R3 C CAC 190-1077CAR..p ' Design Pressure:N/A FL17519 R3 C CAC 190-1078CAR-un '7ped. dr Other:Please see installation instructions for additional.oduct, Quality Assurance Contract Expiration Dat- �;� testing,and anchorage Information. 01/10/2019 Installation Instructions FL17519 R3 II 54xx-SSxx Mull -. Verified By:A.Lynn u' - .58705 • n.ependent Third Party:No Evaluation Reports FL17519 R3 AE 54xx-55xx Mulls Eval.pdf Created by Independent Third Party__No • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida-iu;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 mad.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, %ri�°• please provide the DepartnientTvithdo email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click Product Approval Accepts: .. �r. cCheek : ' • • ' Credit Card Safe • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ vFtDgvYdg2pQ%2fX... 5/24/2018 GENERAL NOTES,UNCLIPPED 5400/5500 MULLIONS: : _ - - ®Nn n Tr - : r ,-UNCLIPPED MULLIONS � ,`ci a USE THIS SHEET FOR ,.. I -i_ c ��. UNCL PPE F '•1)DETAILS SHOWN ARE FOR THE MULLIONtONLY.ANCHORS SHOWN ARE IN ADDITION TO'ANY ANCHORS • ) �I '�^ 5 ..:'REQUIRED FOR THE FENESTRATION PRODUCT.INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN:EACH J , ,I "� • -.SITUATION IS.UNIQUE AND SHOULD BE-EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST - OPENING WIDTH,MAX 127 1/4- . ----OPENING WIDTH.MAX.127 I/4• OPENING WIDTH,MAX.127-1/4•-1 2. o INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED,MUST BE ANCHORED PROPERLY TO 1-1/4'MULLION'I 1.1/4'MULLION) 1-1/4'MULLION 1-1/4'MULLION L o z TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. I 'I I`WIDTH I 1`-WIDTH "WIDTH 1`WIDTH OZ V 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE I I i , I ''` I I i� "'-_ --'_p LL MULLED UNITS. 'Iii• 1 I I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOPDSill I 1 I .e CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION i MULLION I1 CO MORE THAN 0180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD' LENGTH. //'''//''' 1LENGTH, G� 1I o MAY, DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. fi3- 6 IL /Y I I " - ri Q I I J a f, 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE I 11 D LL c r INSTRUCTIONS I 1 oo- r DETERMINED MBIN 'i" R ' .- :i 'I / 11' m CCD I SCOPE THESE INS �� ...d,USE:THECOMBINED WIDTy,OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO, _ -_L. _ - I� I., vl)- __� -SI -RES AND ANCHORAGE�FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. 1- . a 1,I FOR MULTIPLE UNI CONSIDER'ONLY:TWO ADJACENT UNITS AT A TIME WHEN USING THE�DESIGNn .. SEE SHEET'$FOR'MULL'',I" "- - `I-OPENING WIDTH,IME.1271/4";'-1 Z - P1t. 'S- J. L ..,._AGF:TABLES.1 SHE LOWEST'OESIGh PkESt:i in_"OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION V. • -- • Z CD g } PI FENEUIRAT ION PR000CTSSHALL APPI.Y. SINGLE VERTICAL MULLION' MULTIPLE VERTICAL MULLIONS • - p • o - -I 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD J J an BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS .. Q = c SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE.MATERIAL.DISSIMILAR CO 2 o MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MULLION LENGTH. W "o, MAX.63' a i 7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR (/t Qa_. / THROUGH THE FRAME FOR BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT �" "� o I o Y EGUAL{EG/SO%d FLANGE FRAMES. I APPLICATIONS ARE LIMITED TO WINDZONES 1,2 8 3 AS DEFINED BY ASTM EINE.MULLIONS ARE ONLY TO SEE SHEET FOR NAIL FIN d _I1 0 0 10 BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-CHANNEL FRAMES I I I2 Z o '' 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN 1.1/4• o V ' CO AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS I 1-`-1 ^IH- MULLION 1aY1"m�m APPROVAL tD•MAx \ - WIDTH P S . .' ----------{� OPENING I i 9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER 41- -1.1_ HEIGHT, TO FLORIDA PRODUCT APPROVAL#261, 11 / 11 127 1I4 MULLION LENGTH.--{ I I 11 1.1/4• r MAX 63' f OPENING -�1 -I�- MULLION I HEIGHT. .- `WIDTH N l MAX. 7 ) 1.250'-j --' -- 127 vd TABLE 1 '. °: ,•^:"' "`' &iuiti6n Capacity Table Oben - iii/ • . _ ..- .. Opening Width o1 Height u to 127-114" I I 1-1/4' 1-V4' '. i j 1.25%Ana A P - - -}— 1-MULLION MULLION . 1-. - .100 Alum- Tube Mullion All Loading Types //II tL—t WIDTH WIDTH 3.250" § i Mullion Capacity Anchorage Requllement OPENING Install p additionalHEIGHT. OPENING i .100' m enchOS through the r.1nMw t2M71/4' HEIGHT, i- '4 E. .70.0 IbeNt' (tames At lc)"max on each sloe I ,111 1 1 11 11/, g -70.0lbdlP be IeAlne See figures f the motIcrJhame assembly MAX.127-114' ���OWy ...... !�/���i�� 1 v 15 i .100" �� '' .,.. MN sheet. tl�•.-\)(',EWSC rQ -7 SEE CAR 190-1078 FOR CERTIFICATION. ND.�g705 Ir --i .820" F- i ;t: 5 1.25-X 3.25 X.100" - : - MULLION NOTES FOR UNCLIPPED MULLIONS/FRAME ASSEMBLY TUBE: Z��,l •; - 6005-TEALUMINUM -'O / 1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. / \ / s �G. STATE OF' `�G'\ 2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET. SINGLE HORIZONTA MULTIPLE HORIZONTAL %��`S I.FLORIOP••�G�,� • MULLION MULLIONS 'SON/��F,' A.LYNN MILLER,P.E. FL P.E.#58705 • GENERAL NOTES,CLIPPED 5400/5500 MULLIONS : . ....I. - - - USE THIS SHEET FOR ^ 1 / b1)DETAILS.SHOWN,ARE FOR THE MULLION ONLY ANCHORSSHOWN-ARE INAODITIONTOANYANCHORSREQUIREOFORTHE , r.� I r ^�n1 F 1 - CLIPPED MULLIONS ,...,, .,_FENESTRATION:PRODUCT;INSTALLATION,T+�'PICALAPPL-ICATJONS ARE SHOWN.EACH S TUATION IS UNIQUE AND SHOULD BE I g�: C P -- OPENING WIDTH -.' OPENING WIDTH-'i WIDTH � I -OPENING +�''.EVAL'U9TED,BY'AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONA61TC OR 2X WOOD BUCKS IF - ' --it J I �� g'..•- W$ 0 • 1-1/4 MULLION I - 11/4''MULLION 1.1r4'MULLIbN 11/4'MULL'ION' lid • O USED,MUST BE ANCHORED PROPERLY TO TRANSFER-LOADS AND ARE TO BE DESIGNED BY OTHERS. _I[- WIDTH -'-WIDTH �w10TH 1-`WIDTH I R� T I 4:14' w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS -\ (1l 1 i o i HAVE BEEN TESTED AS TREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL 1 i'1 LL NOT HAVE A GAP OF MORE THAN 1)4'FROM THE CLIP. I 01 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED I I - I I . .. a N Z I tre DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U18U.THE 1/3 STRESS INCREASE WAS NOT USED MULLION ,/ i y' MULLION // � I / Z rn _ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD.DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH LENGTH i' / I . �/ O 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 I J < INSTRUCTIONS. I j W-Oa 5)USE THE COMBINED WIDTH.OR.HEIGHT OF ONLY TWO ADJACENT FENESTRATION.PRODUCTS.TO DETERMINE PRESSURES..,. ) ' - 4 f - .µ _______-Q W S I -AND ANCHORAGE FOR THE COMMON MULLIONSEE EXAMPLES ON THIS SHEET:FOR MULTIPLE ONITS',`CONSIDER ONLY TWO J r,;.,; -, ,/ - .m:•-Z I W .t_; c, .-..''ADJACENT.UNITS'AT'A TIME WHEN USING T.HEOESIGN PRESSURE'AND ANCHORAGE TABLES.THE LOWEST:DESIGN PRESSURE. ,(- SEESHEET 3 FOR MULL 4 • opENINGWIDTH: �'•0 .'`OF MULTIPLE MULLIONS,O,R FENESTRP,TION:PRODUCTS SHALL APPLY. ,....::1 ,.+L uu. L".TO WINDOW CON.NEcncN - 111/ I ` G • •- 'O. - , . r - SINGLE;.•VERTICAL--MULLION MULTIPLE`VERTICAL MULLIONS . .a L. 6)xs,.�..FINDING' SIZE THE MULLtON.TABLEStALWA Y.a HDUND Ur iOYHPNEXTSIZESHOV(lNON THE TAPLE(�I. L, .. � Z: S 0 u a 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION LENGTH n U.1 (0 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOTES FOR CLIPPED MULLIONS: I �-1 J AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT - I -- Q a' '�'� REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES rY -? 1n J v' 2A-4A. I LU U I OL U.,° y0 ti 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 2)SEE SHEET 9 FOR INST.' - -• I i W (0.w 0 0 CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES ON USING TABLES MULLION CLIP I 1-1/4• o X o YI 1,2&3 AS DEFINED BY ASTM El 996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS -._L HAVINGCURRENTAPPROVALS. 10 �,� MULLION O Lo 1n > 3)CLIPPED MU ONS MAYBE USED / �, �WIDTH N O O 1/4 FOR ALL WIN.•W TYPES.FOR CLIP i— 7 9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING T OPENING C7,g~ v s.� ANCHORAG',USE THE SAME �. .i �Y- 0.0 s: WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. HEIGHT ANCHOR WINDOW ANCHOR. I I LI 1 u, $2'9 10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA 1 0" I G '�' & - PRODUCT APPROVAL#261. MULLION LENGTH—I -MULLION I Ul L 10N I •PENIN, ,) WIDTH SHAPES TO BE - - EIGHT - r OPENING WIDTH FOR -HORIZONTAL MULLION LENGTH I VERTICAL MULLION j RECTANGULAR INSIDE I RECTANGULAR SHAPE I_--_•----- — 1 , --i _ ' I / 1-1/4• / 1.1/44 MULLION MULLION `_, IW rWOTM �1 f VERTICAL I 1 NING HEIGHT OPENING OPENING MULLION OPENING HEIGHT HEIGHT FOR LENGTH HEIGHT FOR HORIZONTAL I HORIZONTAL MULLIONS MULLION VERTICAL I I l //q��" I �/ MULLION LI 1I;// k -',cEFJBr;' A i v` 7- No SS705 !I 1�1-V4•MULLION I II{�I-,/:•MULLION 1_1.1/4•MULLION s HORIZONTAL�, WIDTH ! WIDTH WIDTH - SINGLE HORIZONTAL MULTIPLE HORIZONTAL =-4`,� F^ MULLION - I OPENING i 'Z Z1 15�: .,..0,..- MULLION LENGTH HORIZONTAL I I WIDTH FOR MULLION MULLIONS ;P s;A`iEoF ;', -- MULLION VERTICAL -<>[�,.• FLORIDA,•r\ LENGTH __ OPENING WIDTH MULLION .-4"..s.04,', \`�: FOR VERTICAL MULLION '•�'5 r'':'' CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN MILLER,P.E. FL P.E.#58705 I CROSS-SECT ION MULLION EXAMPLES . USE THIS SE R 3 . - - . .. I -i .r 1 1L- CLIPPED&UNCLIPPEDm® ''''.44t.- s1: �>•.. }.... •SHALLOW FLUSH 5 . .. -SHALLOW FLUSM�' .. .s - ., .fes' _ —MULL FACE CAP .. MULL FACE CAP '- ,, j 7120177 IX20177�r—,` it. R;'-y w V 1�� �T ? U FLANGE FRAME SHOWN, I EQUAL-LEG/BOX FRAME WI LL MAY ALSO BE INSTALLED / \ SHOWN,MAY ALSO BE ^ (( AS AN EQUAL-LEG/BO% I l VJ ) INSTALLED AS A FLANGE L� M/ 1 FRAME(SEE FIG 2) F'-1 1 FRAME(SEE FIG.1) I 1 4`.o CO -_ - -- I1i.� XIT,4}.� { }l,r .1 !' N 8 U) I IN Z Ii0 i_� T6i i ■ .r.) I L___I l D ! I= - M LL o �' DC7 OO O O n . . ,EXTERIbR - _.-OEERFLUSH _ jI V -'EXTERIOR L Z ., • .__ I--I .. _. .NULL FACE CAP. .--,� 1 ) .. ?..02 a+ S 02017 _, U J J LD FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPS w o s a Moly W aN A � MAY ALSO BE INSTALLED - fn d MULLFACEXTENDED P I TOWARDS EXTERIOR. FIG.4:MULLION END CAP EXAMPLE C _ 4 Z D O 0 INSTALL 1 ADDITIONAL NAIL/SCREW EQUAL4.EG/80%FRAME MULLION ENO CAP TO SPAN BOTH_� THROUGH THE NAIL FIN ON EACH SIDE `4'a U)AO m SHOWN,Int' BE /� I—� WINDOWS,ADHERE WITH SILICONE. / OF THE MULLION/FRAME ASSEMBLY Y IX INSTALLEDASAFLANGE r + �/ ] I / TUBE CENTERLINE. o °',i, i FRAME(SEE FIG.1) / II 1/ ��""� i�d'///' iG. • \ NOTES FOR MULLION END CAP: i— Ii ' DI_i , ''I '! 1)APPLIES TO FIN OR I--111611111 J-CHANNEL FRAMES. -' �'I �, 2)REQUIRED AN • r I� ��. I I .. JAMBS IR - I .r;,. OIL—J D[----71� ,. IR .. / DAT HEADER ' /k t •-- SIDE VIEWR• 3)PICTUR�'WINDON/WITH EXTERIOR VERTICAL MULLION SHOWN, ��p! 1 J""� ALL WINDOW TYPES AND i I V j MULLION ORIENTATIONS MULLEP FLUSH FACECAPS MAV ALSO BE INSTALLED / APPLICABLE. - IX201T8 TOWARDS INTERIOR. ! ' SEE CROSS-SECTION MULLAN MAY REQUIRE EXAMPLES,FIGS.'I.3,FOR / 1.,I III 1 1 I' FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS T-F- IN.FIELDTRIMMING WINDOWTOFRAMEATTACHMENT. �, \\n‘�'i \-YI�IN to, '/ ,. ix 1.646. r .. (10ENS'E I NOTES FOR MULLION TO WINDOW ATTACHMENT: — I 760 VERTICAL MULL TO - 1--- No.58705 1)RECOMMENDED ANCHOR LENGTH=MIN.3/4" STRUCTURE = a. I FRONT NEW =r,:� 1S : IY_ 2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOW'S APPROVAL. -1 759'F-- MULLION END CAP --.....130'... 5 A15OF •...'"*�� 3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND '(\ FLORtOi'.. ' ` MULLION ORIENTATIONS APPLICABLE. I RIGID PVC ..•!-•' I 2%SIDE VIEW i,S�/OI\I1'.``7', I 4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW 1 A.LYNN-MILLER,P.E. FRAME MEMBER BEING MULLED. - ._FL P.E.#58705 • UGLIPPED MULLIONS •°- h '" {I , ...t-. f ,a T, f i DETAIL B:' ;:MULLION i\ Q DETAIL A: ... - BUCKSTRIP: TYP ANCHOR P.2 R U MULuaN MULLION ATTACHED TO 1 X PER SUBSTRATE, O MULLIONOTO WOOD RA I BUCK WOOD BUCK AND MASONRY 51 AND SEESEEBTA ALES 2B<B OR FRAMING ArrAcnMENrt -- (OFFSET CLIP SHOWN) STANDARD CLIP SHOWN �� BY OTHERS, -.'5.,:/,',-- -.---.;,' m ( SEE NOTE 1, -2'..---,--,,, �'¢_ SHEET t. 4�,y rt `1- I °' I Yn k TI v i I MIN2.7K31 • , ''�EDGE Z r--ff - I j i P • /° LJ,I CONCRETEOR CMU !DISTANCE, ti ( 7^TA ( '� .a.----/e ./\ I ' BEE SEE TABLES Q EITHER THE „„n,�,f� n ' "'11 / 1/��„\� EDGE DISTANCE 28-08 S :STANDARD OR] / L- ''..4rl�yT �\ EDGE / a �"\�\ .. .-I FOR MASONRY ,y q,� 0 O 'OFFSET MULL' a \. Di TANC \ `-.. ANCHORS O I CLIP MAY BEI •, I� 111 \ ''-7 FOR WOOD \ I I _ill .U1-(+) INSTALLED BY '.. a ., t.,-.....::.:::,.. . / .`. \ . ( I � co f'Z co `8- ,,.scREws ,.,;� t � ��,.' : SIDE � C7 t IwsMEmaD �... �� \ '} „<+ �. ,r< !Xb . - r`STANDAROQ s• "i .. I: � \.. t � � ... '��`.'��'`�~\ ..OFF ET JLL D 'D a �_ `.,,� `\�.:.,\ Z+. `~ `� c "„ ��•... ,r4 I`CUP MAY 6E • _ • _�^Z 'a I{ / -....,,..,--:,.,..-..„1-.-...•__,,,,;, a L Q..�`ij \\ • 5. /7'. / I INBTAL ED 8v r2 . u. �. \ EX1 ERIOR • -. \ �� _ THIS METHOD. D z U if . '�� `,�\d / EDGE // 7T--,1,,,,T^ ` \ ' "�.� C u`� fV / DISTANCE / a n� �� ° ' < O /• � `"_� a ''',4 s �f 1 FOR . �. '6 II / c. a THE OFFSET CUP IS I \ ANCHORS „,,i,,/ y 1W. _1 g �`� \` A /• RECOMMENDED FOR f ,1 \ 222, W _,J w N jRIO �\ - v/ I FIN-FRAMED OR ' \ �_•••• a, ..IIT// 4 4 _.N EXTERIOR ���'- '` J•CHANNELWINDOWS.' \\ tl CJ F^ �— BUT MAY ALSO BE I \ \ I f-- Q 1, Ij ��\ USE°FOR OTHER • l�fl 1 J// FRAME TYPES. ( O p O ,� TYP.ANCHOR O ICJ m'O S'. �PERSUBSTRA7E, a. .0 . - SEE TABLES 2B-4B TVP,ANCHOR �' # 'e_ TYP.ANillCHOR PER SUBSTRATE, "�'-_ 9UGKSTRWAND � /—PER SUBSTRATE, /////�—SEE TABLES 2B-0B / •,-i/ /���,''� / BY OTHERS,/t BEETABLE528;B EDGEtEND t/) DISTANCE _ -^^y)SEE TABLES EMBED NT' • t SEE NOTE 7, SHEET EMBEDMENT r //i ,�'„+.�y J/� BU AND IPI ��'''''''''' "--7.."--'1— .: �-.F 2545 .. • •,• _ 1I--J1_/,1Y„/ /^• �'r�4--- ATTACHMENT' �4- -� "I'- MIN 2.7 KS!CONCRETE OR CMU • • BY OTHERS,I °• ' •+ SEHEET1. FMULLION FRONT VIEW I • _ SHEET 7 J _ - .- _..._. • . • .• ° I SEF.SHEET B FOR • SIDE VIEW MA ALSO BE INSTALLED' HOLE LOCATIONS TYP.AN •R • DIR-TLV TO MASONRY: PER TASL'RATE, FRONT VIEW ! �s£ETABL ATE. S ,. , ,.250”MAX FOR EMBEDMENT; • } e `I;y i i i!7 1:j INSTALLATION NOTES: ALL MULLIONS L • 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIN 2.7 KSI CO 'U `•r,e1y UrNY.Ai i(`�,'i� FRONT VIEW •`����'��`CF"NS` '• ?r•••.,,.. _ 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION , ; No JB,C5 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •� "L' FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. .--_- , .(k 2315 tw= 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. S,S,A .,': 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. lR /4'•`'''' o••--" •` • A.LYNN MILLER,P.E. FL P.E.#55705 136Z6Z#N1f1V d0'1a30)J *Lill'v�a aav - :f+ai�naa 9l!£O/Z0� INSMOSO I rs �`0 0 i 1 I'd l rr, 6ZSl X06'ow3 3 fr 3VNar l0Nw�J331 0101 6 fo g a t/dd00£9: a wr.34o -B1eQ la 0055/0045 aM� \F`�',-K �/y/�A.; wa,n 13 SNOI1Jf1LSN!NOiltlllVISNI 4.•. w I�`'.0. 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GENERAL NOTES,UNCLIPPED 5400/5500 MULLIONS • • - USE THIS SHEET FOR +a ffA ^.R ,; • ., :. .'. • A i,: ;,:UNCLIPPED'MULLIONS - . h �,1)DETAILS SHOWN"ARE FOR�THE.MULLION.ONLY.ANCHORS SHOWN'ARE.IN ADDITION TO ANY ANCHORS i f- I g-'- . - i i�, i 1 .,TREQUIREDFOR'7HEFENESTRATION PRODUCT-.INSTALLATION.TYPICAL:APPLICATIONS ARE SHOWN EACH } , •1 { 'i • i ,. '.SITUATION•ISUNIQUEAND-SHOULD BE"EVALUATED BY AN EXPERIENCED"INSTALLER FOR-THE BEST . _ g• ' � � � ' OPENING WIDTH,MAX.1271/4'— ��• !. � -OPENING WIDTH,MAX 127!/a'-- -pFENING WIDTH MAX'1271/4-={''' * ' 0 INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED,MUST BE ANCHORED PROPERLY TO ¢a; 1-I/4'MULLION 'WIDTH WIDTH WIDTH MULLION • a2c w • TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. r wiDTH -1' wlnm �WIDTH WIDTH Bill C O 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE lII } — o`. MULLED UNITS. ` I J'6 j --_--� rn 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS .i•'-a '_ CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION MULLION Z MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH, /j LENGTH,• // 4' O DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX / /' MAX 7'• / ''1 9r -- _ _ _ 63• 63' I -I Q J !L Si 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE • I D LL 8 I ' SCOPE OF THESE INSTRUCT!ONC. - ^.---) I1 I! O— Y� I o 5)USE:THE COMBINED WIDTH;DR.HEICHT OF ONLY TWO ADJACENT.FENESTRATION PRODUCTS TO • -.,+:- •.'1. `: I • - -_...1_. • ! I. • I. .:;DETERMINEPRESSURtS'AND ANCHORAGE FOR THE COMMON MIIl.LiON,SEE EXAMPLES ON THIS SHEET. , 'i 1' • I, J -I �' .1 - - 1- I1;afOR MULTIPLEUNriS;.GONSIDER;ONLY\TVJO ADJACENT UNITS AT A TIME WHEN Ii4G-THE-DESIGN"`•'• '-'•- /1, Ei•3"Rdti MULL x"- OPENING WIDY.I t.�X 1u-tin'. --EL- " ''� _ ..,...PkEzisi &E,-.:-:D ANCHCRAGE:T MLLS.THE LOWFRT CESIGN PRESSURE OF MULTIPLE MULLIONS .. TO W-WoOI l COt:NECTION - .. _ 7 FENESTRATION PRODUCTS SHALL APPLY. .. ' I Z I g s -I SINGLE VERTICAL:MULLION MULTIPLE VERTICAL MULLIONS r:),!, 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD 7 .;:j In BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS Q p t+1 SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR 0) '2 p MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. • MULUON LENGTH, W 0 jg "o 7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR MAX 63 W 0.„ B 0 BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR N- -7I 0 11 o EOUAL-LEGIHOX 8 FLANGE FRAMES. I G O `L 8 APPLICATIONS ARE LIMITED TO WINDZONES 1,2 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO 11 0In Cl) SEE SHEET 3FORLAIR BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-CHANNEL FRAMES0 1 I Lt> z I! m O O 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN L r-•IHI'1 7' 1-1/4•, ca v 8 Ian m O s; AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 10.MAK I�jT-7 -T!- MULLION 117 H a.m APPROVAL . _ [-MULLION F M 5 1-,5 I I}-- - OPENING ' 9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER -�-j- -4- HEIGHT, TO FLORIDA PRODUCT APPROVAL#261. i I /�' I i MAX.127-1/4' • MULLION LENGTH, I I_ / I I 1.114' ' MAX.83' OPENING -+I _T!_ MUWON • HEIGHT. I I 1 WIDTH 1.250'-'i 127-1/4' .TABLE 1 _ 1 MAX. I y . ---.....•' ..".ullon Comely Taiga'pee) -'. I . _ • /J/ • I ,..•., i I 4 . " 1 2s a 3.25x Opening Width or Heigh up to 127-1/4' MULLION MULLION • �. .100 Alum. All Loafing Types �- ,WIDTHWIDTH r Tube Mullion 'I. - 3.250' i Mullion Capacity Anchorage Requirement OPENING 1 • Install additional WANOW HEIGHT, OPENING f• i .100' c 5 in anchors through Iha window MAX1„ 4. HEIGHT, ,- -1 ° m .70.0 IbnI& frames at 10'man,on ouch aide MAX -5 c oof the mulllon/Game assembly I 127-1/4' 1!I I I i! /, CD" •70.0 Ibsllt' Y �.` / i� .100' tube centerline.See figures on // / �\�,3NY LYNN,d/•e„.' ''i.....i this sheet. .i,,3\ ;•.•'\10ENSo..•.r¢' , .820' I---7SEE CAR 190-1078 FOR CERTIFICATION. n •' ••, ,_ . '1(r No.56705 1.25'X 3.25'X.100' _ L - MULLION NOTES FOR UNCLIPPED MULLIONS/FRAME ASSEMBLY TUBE: _ L. 6005-T5 ALUMINUM -n • 1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. ', --- ' ,� TAT-Z OI1 •'C-�� 2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL :,SFS •�:�OF?`.°P'�G�•' MULLION MULLIONS �'ONA1 F•• A.LYNN MILLER,P.E. FL P.E.#58705 '