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Home My WebLink AboutNotice of Commencement MIAMI DADE MIAMI-DADE COUNTY cOUNT-Y, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 1ZER - 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: one.DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G 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: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-06630.08 MIAMI•DADE COUNTY,_ Expiration Date: March 26,2021 APPROVE U f IOII ! Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G 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. 16-0714.06) 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, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contro Ex• iner NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E -1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202T94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small 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, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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 an aluminum single hung window, with fm frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 50 4 4 I,e Man el 'ere ,P.E. t./ Product Contr 1 Exa iner NOA No. 7- •30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 06/22/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PYB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition(2017),dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. 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. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and I expiring on 03/26/21. anu r z,P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FEC),6Th EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -'•2014 FLORIDA BUILDING CODE(FBC),5Th EDITION- - ---- •ASTM El 300-04 •ANSI/AFBPA NDS-2016 FOR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADM-2015 OR.090"SAFLEX WB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI 8100.12 B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •AISC 360-10 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR..090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES 1 E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENEDGLASS WITH A GLAZING DETAILS 2 .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES 3 F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.) ELEVATIONS 4 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS 5 ©3/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS 5 .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST 6 H.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS 7 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL° PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL 7 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE B-11 I.13/16"LAMI 10:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL�PVB((BY KURARAY-AMERICA,INC.)OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAM®CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13/16"LAMI I0:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Material Min.Fy Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFO' PVB(BY KURARAY AMERICA,INC.)' Steel Screw 92 ksi 120 ksl OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltraCone 155 ksi 177 ksi L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES.OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL Y KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco GeteFle%® 127.4 ksi 189.7 ksl M.13/16°LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITHA 6063-T5 Aluminum 16 ksl 22 ksi .090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksl Gr.33 Steel Stud 33 ksi 45 ksi " 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCTR13VISED cs c,wtplyi,n with the Florida Bui6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AccoatmccNo l7'D- D"O$ E.,'r.:ti.,Data y in, °..(2.02.1 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By IL 20,4$1 r""�� ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Miran,Dade Product •.0 • ALUMINUM DESIGN MANUAL 00%%11 I I D r, Ny LYNN ., 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS 5H701. �� Ira. �/ ri `S 't; V1GENse.. e ' c� 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ..13 HURRICANE ZONE(HVHZ). =*' No.58105 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 Fr,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. --0 •• 40:O,••. STA' �� 107D TECHNOLOGY DRIVE Oen i,� ORLOP.•'• \�� N.VENICE.FI.34275GENERAL NOTES 4,".. .Rt C? (331)AUTlean 1110.-----Zr .,.. �,r S,ON,,i �N�`� Raul fix a.0 R.Flizc CERT.OF AUTH.#29296 • ALUM.SINGLE HUNG WINDOW,IMPACT LYNN nLL111�` JR 03106/17 G UPDA7EDANCHORAGETOFRG2017. tyrrae e.e •..titin R. A.LYNN MILLER,P.E. COPYRIGHT°3VIr EMI Gr Mir aO.tler MIK PGT INDUSTRIES.NG ° SWIM NTS 1 e 11 4040.120 G FL P.E.#58705 F.K. 9/1/05 J.J. 223407 ALL RIGHTS RESERVED SOL99#'3'd ld 0 OZ 060Y it n Z ling canna.tlW1SL"ororn LO/E7,w rf 9[YLB �I j_ OOLHS umnw Loa • s.v'.talwo mem :W u..n LtOL01"OINAd VJ '3'd 1,1x 1i yWi rNr1A1'V willow, am7 vat '"""� �� 96zaa'Hinv.10'1.2133 • :133HSSIHI SdJNtMJ ON =owe 1!/90190 mar ``\`0N do..o, lOVdWl'MOONIM JN!]H 379NIS{N/17b' �� S�o69- M6) • •` S71V13O VN1Zb'7J ',//7�,•',i 30 �' ''..‘6:::- 3N>IOAO01ONH031.0 OL VIS I °.- 2130ddSroL 2130tdS f 1XN p2i30tdS LL Shc OSti L gong-0N : Z.:.: u3Oa31XO ®-vsdnaL a3dns 30VdSIGON 0% •';' ' 4913'30 '•.+a�` SSV1O.1N1 SSV10.. 11 SSV19'1NI SSV10'1N1 / IVIVAi.APsl0.•'I 1111 tilt' , / Yxry�d?Wf tura!��;! 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BASED ON FLANGED WINDOW TIP=TO:1'1P FRAME DIMENSIONS WINDOW HEIGHT- -- -- -- -- -- �O" - - - - - WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0_ +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 SASH _53.16r A,B,M + 0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 <rapTO531" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0_ -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. -/ BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 38 318" 44" 60 618" 63" 72" 74" 76" W 48" A,B,M +80.0 -80.0 +80.0_ -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 50" A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" SASH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.8 +70.0 -70.0 +68.8 -68.8 +67.6 •67.6t. 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 63 1/8", C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED AND 75"INTEGRAL FIN) "O„ MINUS WIDTH GLASS TYPE 17 118" _ 2211116" 28 3116" 33 3/4" 39 6/16" _ 4413/16" _ 60 3/8" 5516!16" SASH 53118" D,E,F,J,K,L41 +80.0 I -80.0 +60,0 -80.0 +80.0 I -80.0_ +80.0 I -80.0 +70.0 I -70.0 +70.0 I -70.0 +70.0 I -70.0 +70.D I -70.0. HT. HT. MEETING RAIL 4t GLASS TYPES: TEST REPORTS TABLE 4. X" Ass" A.5/16"LAMI-(1/8"A„090,1/8"A) FTL-4647,4648,4723,4957 / • �L B.5/16"LAMI-(1/8"A„090,1/8"HS) FTL-4647,4648 C.5/16"LAW-(1/8"HS,.090,1/8"HS) FTL-4647,4648 D.7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4645,4885 E.7/18"LAMI-(3/16"A„090,3/16"HS). Fn-4645 - F.7/16"LAMI-(3116"HS,.090,3/16"HS) - FTL-4645 . 013/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"A,.090,1/8"A) FTL-4646,4723 PRODUCT REVISED H.13/16"LAMI IG-1/8'T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/81HSL FTL-4646 .j BYE with Os I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1I8"HS,.090,1/8"HS) FTL-4646 • Accei ooco No 'Ob C.0, E.Ex inn-ix,Da1c :y7•,2021 J.13/16"LAM!IG-1/B"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 Awl K.13/16"LAMI IG-1/8'T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) FTL-4649,4850,4958 Miami,nda Product L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4649,4650 ,..,\00‘1 ii stiff! M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/B"A,.090,1/8"A) FTL-5063 ,,��‘�pt'(...YNN ',, +..••• ocENSF <1‘..:`,_ PRESSURES NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE 0 +64.0 PS •R LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN Q: PRESSURES ARE UNEFFECTED. =1k: NG.58705 ;•� 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. _ :• *- 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 13 4.GLASS TYPES C,G,H,AND I MAYBE USED IN SASH ONLY �0�; J• 1 �\ 73 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP ...wow r l .Ivy 7070 TECHNOLOGY DRIVE F N.VENICE,FL34275 DESIGN PRESSURES %,mss •••�ORIDA,,•••��‘ LIMITATIONS. �� S+ <j � (941)48.-160) ��►�T ,� ,' CONAL ENS& N.wdea e.: Wows CERT.OFAUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT ii ''NAL. 111+1‘ JR 06/08/17 G NOCHANGES THIS SHEET. COPYRIGHT o2017 s av„c a� Rnlarb Are A.LYNN MILLER,P.E. womey. om mer DIM - PG7 IMMURES,INC. SH70p /{(r$ 3 e 11 4040-20 G FL P.E.t/58705 F.K. 911105 J.J. 2/23/07 _ u.RiGIrtsNEso+`'m 53 1/8"MAX.FLANGED WIDTH -52708"MAX I.F.WIDTH 49 5/8"MAX FIXED . DLO(ALL) D I t _ _ I 1 /'---<- -- \'\ \ " HEIGHT SEE DLO , 1 A A 75;1;11 1.k)(.1 -.1-1-1 '..-- I /1 75MAX. 75"MAX SEE DLO HEIGHT SEE DLO TABLE 0 70 TABLE 0 C/77 76"MAX. 76"MAX. 1 --------:=-- '=1 FLANGED • I - 76"MAX. - I FLANGED'HEIGGHETD HEIGHT ___ HEI HT 38 7/16" ) SEE DLO „4 MAX. 1 TABLE2C• //: sgs H SEE DLO .X. , SE SEE DLO I X ,/ S1E HEI HT TABLE NO 4 TABLE 1 111111MMIIMMIIMANTIINt. IIMMIIINIMPLIIIIIIIIIIIIIIMMI. ___ ______. _ 1 1 . ,J. ,.. ...—.....—. 48 114"MAX. . VE I a O(ALL) DETAIL 8 DETAIL C DETAIL-A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) ill • . . - — . ,. 1 i 75"MAX IF. / \\ 1-7 • I 76"MAX. IF. HEI HT SEE DLO ) E--.1 HEI HT SEE DLO TABLE , . 0 , . 76"MAX. TABLE 0 76"MAX. FLANGED FLANGED HEIGHT HEI HT 1----). 1 . i ' . ......-....._ ,... ... ...... 20" SEE DLO iTABLE X I 20 17 I SASH SEE DLO TABLE OINII SASH I IIL HEIGHT HEIGHT PRODUCTREV1SED — fa compIyiug will)the Florida Building Cale B I Acceptimo No -04,..W.DB ' DETAIL D DETAIL E -'-' expinuipo Dale.,. „vizi VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) • Byll , te, , Mars' Nie,*%{11101244*,, NOTES: • ., .0.....•--•-...4/ %,•,,. ••:• ,1 . ... .....„ 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. .:. ... licEN4.. ..- %1:-.• ...q-.... 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. "*. • •::*i No.58705 .....3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _ • 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. -11 ..:- . -;,-,-- STATO E e 4,,,, 1070 TECHNOLOGY DRIVE Am011irt N.VENICE,R.34275 ELEVATIONS ':'•• '..--Lonme. ..- ...., ,'1/41 *"......";a0t.` 941)480.150 111,0" -, "/'1O NAL 06,06117 0 Ponder MK RDeave NO CHANGES THIS SHEET. CERT.OF AUTH.#23298 ALUM.SINGLE HUNG WINDOVV,IMPACT -ultimo. ..kg COPYRIGHT 02017 Amt- A.LYNN MILLER,P.E. 0...ry: nor awx.sor aft- I Ka NALLAIREF.L WC. to F.K. WOOS XI 203107 I ALL RIGHTS RESERVED SHNO NTS 4 . 11 4040-20 G FL P.E.#50705 . - • �.. P1. -0 o'N !�11 `� "2:to yyii m • . A 1 al N'g - Ji W O O J1. J n. N ja 3 Y'j o • �.2:28 O. tovKWuluuli in ; ; ,20'. z H4.:BO J m to (0 N a'x ? m m Z n u 1 '.,tiy'*.....ROT,`\•:d w k-..- -----;9 -.. . �, �k, 0 8- t ',, mm - 9 g m'm a.' �,(IIIIIPM0 n_ a 0_ d d p, Oa N , 0 0 0 O1 _ .__I N S° mmOO o - m t; _1 Ow R 0 0 0 (A O Z Z Q Q y d x d . 'F' U m Q I- = jO m f0 4 ...1" 2 Q�±+ 5� a`D '� v m .N. m tN0 0 (` I F <C1- = Q N m c .-18 v p a m � � LL � � tt3 �_rs U)WWiomio �io N o N 1 f I�--�L- LLjo 0 �$ _in w 1 V n 4 O = b 1n u1 l: ,in g a z v Pie m o o IL ui ui ui ui �-+ m < G tp J o a' @ c7 U U W pi U CO 0x u'• izmm0 ate° m t� tn (�oi ¢LLQLLC-, o_mmm L1.. N LL Qo X � _ °' >� � � ammuai o e r� g W = ,. 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Q Q Q m M t0 O V O cO V X O N N o N N N mVO N O O O N N . m 0 r- OO o mot-4 It1OONNt0 O7NOnnnnOOmN m, 0Q VV < V co O - - ,—, , ,r ,- .1. WV .41- Ale '4N V Kr V V V Icr y gQ 'Cr FF0X445 I yy F I N t'l tO t0 n t0' lP O ` ' m m O d) O N O t0 O .} u7 m n m N v m fO n N O) O N M •C b !fl n CO 0) § 6Y �� '- N N N N N N F. OJ A g e P7 R C R C Y V Q Q R tO 1n 2 Yf tO t0 . . . IL -I.F.FRAME SEALANT ALONG ENTIRE JOINT - - ------ --- - - 1 Or 47 � I.F.FRAME (---2.784--{ 062-.-.1 i I I II F II 2.330 _2.830 L_ -(. 1.393 6 or 50 .062 ." . i illFLANGE FRAME HEADII ,.#4002A,6063-T6 I 2.784--II !' 11 i.i' I't WELD OFLANGE FRAME SILL (LOW) iMP IIALONG #4003C,6063-16 6 Or SOI IIII SCREW BOSS(2) SEALANT OR GASKET , I AT HEAD AND SILL 1 �-1.513-+1 .738 I 2.710 .062 ft,490 •040 s Jos2 I VIEW D-D VIEW E-E tl 1.-•-1.451.--IT (1l1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH.STOP COVER _ _FRAME CORNER CONST_RU_CTION _ - O FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4063,6063-T5 {-.050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.165 I ' I� •678 2.326-..-1 1.096-1-..---.-1 -I-��---.-I�L-7 -�{ 1.342 1+-2.279-� ,062 1.349 r I 41 GLAZING BEAD,5/16" Ir #4039B,6063-15 • nj.... � ri: 1.979 .062 5 1.707 062 31 SASH SIDE RAIL .062 1 #4008,6063-15 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW). .678 21 23 28#4054A,6063HD-T6A #4006C,6063HS-T6 #4007,6063-15 j .6T8 .0501.096--I-•-.--{J 42 GLAZING BEAD,5/16" 2.326---.-•i T (U ED W#4044B%GRILLKIT) F•RGDUCT REVfSFl) 1.096�I ns romplyiR3 with the FitxitlR .062 Fiuii p Cuk OGLAZING BEAD 7/16" ADDpBDD,IF /, 1:_b..:... 'O$`2.946 44 r--L.tion vDte.ter. 20$ItW222,6063 T53.4462.638 .683 I .0501 ?S, n' Prod nC.062f+-- �1-1.097 ttt tuF��1 oso •s7sGLAZING BEAD, 13/16"IG '.•''',00.LAI // i_----lr--i I 1.115 i-f 46 #4067,6063-T5 :c��.•' �tGENS ...7 -z.78a� GLAZING BEAD,7/16" No. •.' O FLANGE FRAME SILL(HIGH) O SASH BOTTOM RAIL (HIGH) 45 _*: - 69 6$ #9850,6063-T5 -7:•:. . * #4051A,6063-15#4050A,6063-T6 (USED W/pGRILL KIT) ti�•: ` 1670 TECHNOLOGY DRIVE O $ 7E0 N.VENICE,FL 34275rPI- EXTRUSIONS&FRAME CORNER DETAIL '�` ••.(941)486-1600, Ey yr CERT.OFAUTH.N29296 ALUM.SINGLE HUNG WINDOW,IMPACTJR 06N3/17 O NOCFUWOES,THISSHFJ=T. &.meat asc ".� �*aw, Rr- A.1-A150I R;r.E. CDPYRIGHro,o,7 Os.Or ado: n.waer as rcr IN KT5 REES,NC. ® SH7D0 Half 7 s 11 4040-20 G FL P.E.#58705 F.K 9/tM5 J.J. 1/2307 All',o RIGHTS RESERVED ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT - - --- - ___1._ANCHOR:TYPES: 1-1/4"EL • :•CONS OR#12 -EWS INTO ME SUBSTRATE:-. 28.603 34.603 40.603 45.603 52.603 58.603 64.603 76.000 -1/4•'ELCO SS4 CRETE-FLE ANCHOR TYPE: o 0 0 -p (0 U o U o O '0 0 O 0 0 O 0 0 p 0 0 o U 0 3 WINDOW GLASS MONO' Za ONZU'V c:OQ NZrZ��ONZU,—UZN ONZ—Z 2.0 ONZ'ZcN ONZ—Zcc"i) Z—Z • HOR LOCATIONS ARE BASED ON . WIDTH TYPE 3 o S (3 OUUOUU 0U0UV FOLLOWIING DIMENSIONS. HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX FROM TOP CORNERS H,I,J,K,L 1i2 1 1 111 1;2_ 1,1 1 2 2 2 -112 212 212'2;2 2;2 2;2 2:2 212 2• ,2 212 2;2 2;2 212 2;2 2 3 212 3 3 15"MAX.FROM BOTTOM CORNERS 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL A g M i......... - i SILL-ANCHO NOT REQUIRED 112 1'1 1!1 112 111 1�2 2'2 112 2T2- 2;2 2;2 2,2 212 212 212 2;2 212 2i2 212 22 2 2 2 3 212 3,3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.QUANTINST•l - _ ADJAC_. •NCHOR _.... _.1 ITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1;2 1'1 1.''2 112 1!2 112 212 112 212 2 2 2112 2;2 2,2 212 2;2 2,3 212 2 2 2;3 2 2 23 3'3 2.i 2 3.3 NOTE2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A'B'M ._...... ........._. ....,_..._ -21-3 _. 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1'2 1 1 1 1• 12 112 1• 12 112 212 112 212 212 212 212 212 212 2;2 213 212 212 213 2,2 2'•3 313 212 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. H,I,J,K,L 1 2 1 12 212 2;3 1 i 2 212 213 1.2 213 213 212 213 2;3 212 2;3 313 212 3 3 314 312 3,3 3 j 4 3;3 4,4 5.DESIGN PRESSURE LIMITATIONS: 32.000SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A g M _.__._.._.,__._�.._ _�_._.... ......... ...._...._;_...._.... ....,.. __,_....:.._r.._._.,_ BOLD ITALICIZED VALUE ABOVE THEM INDICATE A D 1T2 1 2 2,1 2 21 3 1• ;2 2:2 213 1,2 213 213 2,2 213 2;3 212 213 3• 13 212 3.3 3(4 3 2 ' 3i 4 3;3 4;4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 1 1 1 1 1 1 2 1 1 2 1 2 2 ,_ ,..,..._ ..._,.._ -�_-_-•-----_-.;_....__ .__. � ___.,-- . --,-.--,.- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 212 112 212 213 112 2;3 213 212 213 213 212 213 2,3 213 213 3;4 2 3 3:3 3 4 3 314 15 313 41-4 AVAILABLE. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2. 1 2 2 1 2 2 1 2 1 2 6. SHEET11 FOR METAL SUBSTRATE A,B,M ,...2. ..-,2 212 211... .12 23-.....3..__2 23._...,3 21 _ 15 .. REQUIREMENTS. SIZE AND GLASS TYPE SEE NOTE 4,SHEE 22 12 2i2 2,3 1?2 2;3 2 3 212 2;3_2;3 2;2 2;3 2j3 2;3 2;3 3.4 23 3:3 3 4 3;3 3;4 3;5 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2J 1;2 2• -2 2 ii 212 2• 13 -2-.3 212 2(3 213 213 2;3 214 2.3 313 3;4 243 3i4 315 313 3i4 415 3;3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABNI 212 112 2;2 2 3 2;2 213 2,3 212 2;3 21323 2.3 24 2;3 313 314 213 3!4 315 3i3 314 415 3i3 414 TABLE KEY: PSF 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2.. . 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED)iga 44.000 H,I,J,K,L 2 2 212 2I2 213 2• 2 213 2:3 2`2 3;3 2 4 213 3,3 3;4 2 3 33 3.14 2'3 314 3;5 3 3 314 415 3'4 4 5 HEAD Kg - ASB M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE pp -2T-2--2,2 212 213 2;22,3 213 2 i 2 313 2.4 213 313 3.4 2,3 3;3 3 4 2;3 3i4 3;5 313 314 415 3.4 4;5 MIG RAIL P.IODLIC IREVISFD PSF 79 79 JAMB BELOW ;,;ccmWy,,,Aw%fithe Fiat& ig C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MrG.RAIL Acerynane ,to 0 ia. Intlinn Dalt 567431M M( 48.000 H,I,J,K,L iii 2'2-212 213 2 2 2• 13 3 i4,213 3;3 3-14 213 314 3:4 2i 3 314 3'5 3.3 3;4 315 3:3 415 4;6 3i4 515 LL DP) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 FU Me __...---31;1-2! ._-._,.._._..-�- ...__.._...._.,._,_.. ..`. .,..� -r- ---..._._-..._..-. ._.,._.------_.__-'---__ _.-,..._.__•-_ HEAD_2 Meant nein�� C.-,,j 222;2 2 2 213 212 2• ;3 342;3 313 314 213 314 314 2:33143.• 53.3 3;43153134;54;6314515 JANBABOVE 213 PSF 72 79 79 MTG.RAIL J • „\,A�,p1Y'LYNA.14 /', C,D,E,F,G, 2 2 2 2 2 2... 222322322323 .3 -- 3 J 53.125 H,IJ,K,L 2222 2• 12 213 2 2 2• i3 3(4..22 ;3 3 4 314 213 314 3,4 3;3 314 315 313 4 4 4:6 3;4 4;5 4;6 3;4 5(6 �1frGLROi41L Q�:' Ic NS ., !3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2„ 2 3 2 2- 3 2 .._3 SEE TABLE 1 FOR ;* No.58705 • A,BM T _ i22. : *_ 2 2 2 2 212 2 3 2 2 2'3 3i4 2 3 3!4 3'4 2:3 34 3;4 3'3 314 3;5 3;3 4,4 4;5 3:3 4:5 4,6 31.4 4;5 FULL DP =-O: 7 1070 TECMIOLOGY DIME :-a••. 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T '''m n z omcCW Z -m 1 .�� .t1 m�2.ft,. P C:.[� Gy O m �30mm < nWCT m zx m rn>z :-r-D:. m.r 1 A&' v 1 Imap m O CO nW 1 O re r:o 0 z: �� g "+ § ocTDi mm mOi W= § -n Trw [�,� O oCn Pii �h:•2 \ �-+W m � y3D 00 ��c r T- m �T�2.•' 'S� C9 XI cnTO>Cm CO Z 23 ��"aWI O X at x,4/1 . ...� ``\` N N Z m c O m§ TO 3 Z M IAM I-DADE= MIAMI-DADE COUNTY COUNTY :;''x y 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.eov/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 "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,1 state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. i 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#16-0218.03 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 Jorge M.Plasencia,P.E. • NOA No. 17-0630.01 MIAMI-DADS COUNTY;. ` 1 Expiration Date: May 26,2021 • - APPROVED t`1 '117 Approval Date: November 09,2017 Page 1 • PGT Industries, Inc_ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTE-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 'signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer; dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro i uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 • y I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,;2021 Approval Date: November 09,r 2017 E-2 GENERAL NOTES: —---'---"- - SUITABLE FOR ALL LOCATIONS REQUIRING —"" `-- _ NON-IMPACT OR LARGE AND SMALL 9 t 4 2 — MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE r ti = FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 6E c EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_......._-._._..._.( 1 S MUST BE ANCHORED PROPERLY TO TRANSFER LOADS.AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS._......._._.._._.M.1 •,� 0 FIGURE 1: - ELEVATIONS..._............„..._...»..1 y 2)THF TYPE'AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 7X WOOD........_......-....-2 0 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO 1X S MASONRY____..2 oY SEE DETAILS 'MORSEL)M OE- HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLIONS -� RECTARY'iL9.Ax NOT HAVE A GAP OF MORE THAN 114°FROM 7HE CLIP. INSTALLATION NOTES..._____2 LL f A-O,P)I; SUAVE N SHEETS 2-4MULL TO STEEL SHO___.._._._.3 0 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.._._.._......_.._..._3 I `T ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180..THE 1/3 STRESS INCREASE WAS NOT USED AETERNATATE CLIPS..^._..__._4 0 CO ET-x I- i%�� III1 ,1 / �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORME EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..___._4 Z W �/ ,�, 1 X 2 X.126 MULLSPECS.-.__..-»5 W _0 _ /t \\ 1 X 2 X.376 MULL SPECS__.....-.6 CO // \\ I 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE '"INSTRUCTIONS. 1 X275 3MULL SPCn/ \\ 7 X 2.75 X.65 MULL SPECS...--.8 N .. Ct 0 i/ ( \ 1 X 3.125 X.500 MULL SPECS..,.-..9 Z -7S 5)USE THE MOTH OR HEIGHT OF T ION PRODUCTS TO INE PRESSURES SEA THRU G; II ill , T I 1 S EDETAILS ANCHORAGEOFORUTHE COMMON MULLION,SEEN ONLY ON THrIS SHEET ANDT SHEET 24.FOR MUL PLEUNITS,CONSIDER AND 1 X 4 X.375 TUBE MULL. J SPE_... . D I- m w SPEEDS 2.4 __ ONLY TWO ADJ.ACEN'UNITS AT A TIME WHEN J USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I- 4 C� I _-/ - I f I �- SHEETS 17.5 X 3.188 X 236 MULL SPECS-12 I / III f` I I OPEruHG PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS 5HALLAPPLY. 125 X3.25 X.100 MULL SPE--S' LI g J y VERT. \\\ - HEIGHT 175 X 3.25 X.624 MULL SPECS_„14 z Z W rL m = LEMULLNGTH HORIZONTAL 6)WHEN FINDING YOUR SITE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S). 2%4 X 75 MULLMULL SPEC3.PE ,..1fi u! Z F O MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.25 MULL SPECS-.............17 P D C o cS z /,/ SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 118%2.11 X.128 MULL SPECS_..18 u1 10 _ //// ///�/ + SHEET AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS.REQUIRED TO PREVENT 30'X 325 BAY MULL SPECS_.„._19 P 1-- w r ` / �� I REACTIONS. 45'X 325 BAY MULL SPECS.....__20 L z I- Q ...-a C7 MULLION&CLIPDIMENSIONS.._..21-23 Q 0 Z '' EXAMPLES 182_ __...._..__.24 nO (- Zii cQ ap FENESTRATION B)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXAMPLES...._....._..__25 - In -J 4 a A FROOUCTS MAY T1) q O a BEST SEY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 4 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING r W w Y Y MANUFACTURED CODE,.AND ARE APPROVED.FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Z CO c, � I I BY FGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U LU Q 0 _•''L •.� ( ala N W 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVLE. cL �,_ CI 'SEE DETAILS €re..a' �-- A-0,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING _7,f-, IICRIZONTAL O I� n MULL 511EET524 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED LENGTH HORIZONTAL as complying with the Florida MULL Building Code LENGTH INSTRUCTIONS: NOA-No. 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS' 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Date 05/26/2021 • 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ' By. _,LENGTH r—OPEMNGOMO1H--i ("--HORIZ,NULL LENGTH-1 Mlam do Product Control- 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS°RECTANGULAR'OR"TRIANGULARIfRAPEZOIDAL'. 1 LLQI H GIRT I MII 4-2—A2 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FP1 FROM TABLES 1A THROUGH 16A,ON SHEETS S THROUGH 20 RESPECTIVELY,USING �I FOR THE MUWON TYPE,LENGTH AND OPENING WIDTH OR HEIGH T(DEPENDING IF THE MULLION,IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING Ii MULL HCRz II II LENGTHVERT. MULLION CAPACITY ILBSIF')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS(FP)FOR THE OPENING OBTAINED IN HEIGHT I I LENGTH MULL MULL STEP 1). I III I II► IIi_ 1 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NE(T COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE — --- REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111 I I 1 I1 SINGLE MUMULLIONON SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\\71`�Y LYNrv'//r i, OPENING N1OT.I ANCHOR/SUBSTPATEIANCHOR-CUP PATTERN MAYAPPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; �0••'•"•'•••M/ 'FOR VERTICAL MULL' CAPACITY IS MET. ` �'�.. L10EN$F'•.��i� Q: -1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF'T')FOR THE No,38703 Iv FROM FIGURE 1.13OVE _*: t .* OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ /' CODES 1 STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE.SAME SUBSTRATE _ .2017 FLORIDA BUILDING CODE(FBC),ETH EDITION V �.17-[U? •2014 FLORIDA BUILDING CODE(FEC).5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %'L7 ATE 0 (U; •AJSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/FT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '-, '.AZ DRIDP,••'\?� *AEI S100-12 DESIGN MANUAL.ADM-2015. 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Manion Capacity • ic i 0... 1 14,c 7a7 fai .1 6 mg P 'Pa a .A. harCapacny `a M A 5 P o POPo "2 rl . p.,,,,,. E•' ii fi i rai Ti g •4 - , 0 0 . 7/ r ili m m 9 • 5.3 , cZ.-nlag. . x uw-uy 13 g• i 21 ri iti fi i •V ft ft Raquirad Oca) " En -1 • m-nmp..gomp, 0 .4. E. 12e, ,.'an Capacity M g m 1.4.-,4„--4-4,•5•,•441",-ar' i ti 1 , m 6 • 0 0 2. C M 6'E'-i'ZEig-4- 33 '' • ' r9 75 F eCr>rug•I " 9 pi e • cuputy • . x • -u w Naiad' . Rs) 5° • -, ''' • a ''' 1 zt?„7>1.,Et R.•.t S .,z- • . • F). .,..7. ..1.4:1a,:c;r0i • 1 . iCpciy I 0 ' 0 ZgZiZg4r... ii 5 "i 5 1cm-... 4' lel • D .-a.....a if g . '1 11111E111313013B;z)--* -t . 1 ..a 0, • - r. G.1;g -,,- ,10...-t hi grf:If14.1,1,,FE) ii 111111 Anchor Capacity ft 1 Ragred Oka) . 1 IG 00 00g 1 g mwopz ..17, '3 - ..-.702,,,,,,, ,,,,- , ,m m . ..... ye ti, ,d ,...7 liana Capacity g i 1.. m Wu) VI .IE 11.11q, 6"dE ,0 z r,,= 0 -1E-riZa. mo - - _1 '..a>E'.E.: ' 'I . i Aftm.tmeogn, g43 B. Nq 015 ) Twz - .1-, -, 4 m 0 .F. w R.„,,,,,,., -, ' .3 0 >, coH Dm> w z z , ricnii513,1 o6 t.,_. W -,A'cmA0 c,3 6 -no P;6P'1"-.:1' 1 1111100BEIE, ux-nca— E. = cakEn z 0mr 0_ f75 a0-1.1.30 po , oz Anchor Capacity NDOz-1.7, WE° 0 MT1 Raqcdiad pc) Ps' E , ,90,m-a.9 _, z zzi 5ff.f. i- -71.• F U - • m ,i 1111;iiiii Marian Capacity ! .9 e° , 1 th.lta) 8 1 1 ,To-cT.0 V3v, E- eAnqr mt7,'4' 2 gE zg.,,,I=g2;',' 21 S 1 g g Mahar Capacity ThcquIred Ct.) 1 . 2C81-° 0,2 io ).•sr azr.--g4-,-4 H og oi mo : g z :t4 ... munignc.p..;4 • ga 1 omoc40,1 SF' c c .1'5 1.1 • b (baRi2) . ‘1' ,10.10 •LIO ) F 8 c.± 4 V ttt .. ' 02 60,073 rn*m r. ...Z f.'Z'f.2'.14,A2 Aral.'Capacity 0-IMPM m2z T -0 R>g at .m ii t..• ti , 00 3;. -1 00o 0 3-1 g' _,. .Ra4riad 0.1 I pi 3.3r_10 in..1 v. ,4 r Mullion E.,..4 a . -< .4.•>0 0 0 1i, 0-1 ggEgf27.trli 1an1012) bPp2wEr R2cn EP6 - T ' >RPit'?"11.sg-' AnCtor Capacity ' J M(''bE22 -4mi. o f"F ' c.24 (,)001 5°r a 0 I Recnired(Me) 11 ODD 1 : m ' -E, z2M m s•.-421 P1-186 wi2m o Mulion Capacliy- -.PC)F.V Oi -rli Z F.tzig-,ARE i.,...lic.g Q •Irindna/ V; n. %0-.7,-R8 21 A z • , ,,, p.-g0.,i N 0 q ., HhIIEU= ::. il M'0 cn • - 0 -n 17. P>fftlk'zim-al qm, x Ki 0 o "T. ,,,momg cew _ 2 Reglad(DO • @ X it p El s Maim G.MmItY M • in a in in (ibt/112) E; c-c0 Q0 * 11 'nCaPacllY 3 i -Ip3712:1 W0 m 2 ti gil§i§05 LA^.F 0 2 4' t IRcecFar'ad(6s) . 0E, 0 px F 0 Kr?rr 7 7 v l•',1.9[7.E °... ,'gpiT112m)4mit . , 0 F,D * ' .-. C4Y ea In b.• Anchor Calamity It .. ..., a 5.. o rn rP.".', °n Fii2 >n 1 n z> 0-I 0-9_30202 X 2 7... g pi Marin CaPacitY 6.ii, I 4 • ..".. r., i Rd ) 1.•ig -2, N › .8-, 170'24,'1273' ,=. 2 tj• X 1-1 g 11 ?..f 't. •,1 Reciulind W) • , r FI3W42.21F. •-' 1,. t,,, • C.P.ITY ill 2 k. 11 9 1111 g ., X S.0.0.0'000.V00 (2F37.2Mmil 1 i .V• , • mom-iag,,. 0 2 xg-imm 02 x c z. 6 00%tilliti,,, 14 r gieuli •-:'1..+).'-„ 3 r-, ••• '" •) ...,S- -• -ri ES-‘..-, .. 0\ - ' ,, I P ma COPYRIGHT 0 2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED • .?•••:' - Z ,..••"Z• 1:. •., , a-n ;..- .c.:o n e• P '"ei•2-' : !,k\ iiii a.2-I , 2>:23 -I N :P.ni .,,T, °$2) IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ir---"-‘' ' k •ar:on' OaccripOon: SPECS aln-lb... N .-."-t• ...: alk\I 2 iti .2 gin" sm. 2 T 62 'm MA smae: N/A Drawing na. 6300JR Shenk 5o25 I ' la i 1070 1ECHN01.067 ORME ' .0•••.''''-• -•••..,..';'\ ''' ea I 14 P Tr I" Man By: De,..„ Cluearn By, Da. Pm, IA 1.10nICE, ft 7427.7 ' ,',.. ..:A. • 21 s.',‘ J ROSOWSKI 09/29/11 C coo)4450-racto .k tils‘o‘- m Nov By, Date: Revisal: I J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL cERr.OF NAHA 2028C • Y 1 z - - �D • Men Length 3 E K y ;roe r a3n+ r „ n T m $ €ter m • • • • m • m n a c. $ Et s..s s s s s a A °C In m n . A m0 ®®"'w (;, m E m E E, E E r B m pbsrl2)Capon 6-a s Nielim C�acty al- , @ .n On- g ti i 8 M il M V a A A 4 E Qom) >S ill • - C y --6 m o o m m n m u m e o CO= c1Y ' TA 'm klA S^ c 8 r ry s l" c; fit >'mchm Carooly .. p INiI 70� $a q u VL o u a �i .m Nequred(Its) pg 03 m M O Fl g 2=-X° Y� P m ml oo o in m in a u Nu(0502)�s $6 • c • - m R 2 2 0 R 0 ., 5 s g IA E/ V V la g g i� 8-6 8 W T D •u 4•:•PA*K +t • • • W 0 v r. LIE E, a N u E, E a o Mullion caped" a 5' O rL m O FizgIV4, .14 N u (mein) E' C m - . . N A u' a S S e A A 8 r m E V E LI -F. e o'Regweenbb)" 2 a Z m S a ff-g S I.:.; i 11 �' Mc1,ol�p�rnY .24 11 • - z i 6E EMVPAA .. �i't:e�edpta) z,y a$D l�y E d E a E a m g t Mmlm Capoalry a e • ® = oe .Q n m b is c Ob�)tt9 3 C m j yr g Sm' Motor Opacity 2 O D>N a 'y i g ( S IS pagtdred pbs1 * i • • E 3 '� ,. to is 18 I3 18 8 2 m I fl Capacity A $ y - e W o V- n, m it m m P m O a, PbSf Q r -e(>a T 2 W N� D z Eni -Ea !g' - i Mahm Capociry b ey 2. �� r mN m �0.3'g'a'> m S � !SEEN �) 8 a 43 i io 1.0y 0 N00 m2 O 1 7 92:5- .e m m in ti g •Z iii Capacity t 43c pNmom•Ob smz 2 yam' m z r V .1. ff& tr �g (-" '3'n -i v, M m o n m M AorGpadry 8 S a Ftmomd(Tbo,to-NON •*Op $ p ,..6' j_..-._ 539 mAzyzc2 0mc °� zm Qg6a8.-S ' �1� n X 8 9 m ,-$ )env iir gr� ' .0-i-s g a m O O _, m N o o i, m Mchor cap.ury a g N mA N2Z O ,•-i 1$ R E M N V A 8 4 .Rrrm,,,edP�) z•m*3m r.io 7m�e 88z§- 's _ B o O w.Di c a, °m-'pp D 5 ,•m a n a N y• ^J 8 F3 m ',J' $ 1 m 0, Mullion Capacity 'n Q. ZSN m rU ^o m o iu m m PMIM21 Spm, m m ffi m Z r p N m ti� W H 4 8 n.Andicr c;;'" a 3 ' •_�7�N fr1 06p Z Zosff=o� 4 c °-1 Pi'i u r'.'' cl, n �' Pba) -� 2 z200s8 5'Q`e 32 afFagag 9es O N�o T g i_ G -a w : o o &' S,M9BIan capadry , *1.20 -�O D p tJ L, P J m. m (0sIR2) i 0mp,oi •s2z r- zzo �'a'D:Yr;2,m d Mchcl Ce v W N E, 0 0 0 m-t r I: ff"• T. 's M V V M, M )S E Req,llealma)" 8 d tSzd 33W,_,0 m°-' —i m_ �� S E' mmGZD4 r-Ro N o'i !S 'Mul9mcapadly 5 i m e - Fl i. G R $ i;i' a No .. ., �I �xtasa sw m N c i v N ro �, v�umnor N=.p�+y3� D ,3 m m `7 cnm o 0 m 0 m a$a"a 'dr Sn £{ 8 :. to e 8 RoquredcsD>w+h tl 4V ZZRI D _ N T Y 5. -=' 'N 9) .'m �.m o a�t=8attiy/,,og J N :r a E. E m a v t' rem"`""tr l a qo ;{ln1 y y� pb5 s w rio O .gg 2 -mi a D D aW s &' g % Pe Iii $ KS �h'Irbr a g zirDWW V'Z -1 N w oNr•N 3° 0 m -fogy --ie.%In`. 8 m 6 $ 8 S 3 8 s !Munmcapecnr g s V Oi� m0 Nz R UA o VX9 •V•K'Di N O m O ..i; Pteft2) 0. °m G m N i g.!..1 !�t Archart�paolry �$ n enEi m z* 2 o N 1;z b N,o 1 ry o o d 7' .�., t7awued pba) MCico 'Z0 * At o A (111512in') 2~c tltffflliQIllfll D t� y y� y i g m x c,i0 rttxp W Z • am"'oR 7iS a i-m 2 p V, M E V A M 4 2 ityd pts) E- yrl y m Z $m$^g R g a Ei i s g O LnK O••i m W N O a in a •Ui n. M .P S Milian[5paclly G S M O N�r ' --i - Y PO+I>A 8'4 's.3 m AtCnIX cepadry S 1 0 M co at o W a O o'C m 0 0 m g� 0_ m m G Regi9mE Pb•) o• I m O 1 2 Y r D Z D y O .... _ m..,p. P m MWNor tl pOpO-DO= jc • xi--:,. :6-7, ,7). — ,' m m 105119 7c I o I 1 _O C)_ ;Z C C C O O O s r. s , p.+ $ m o $ mesion Capacity -1 5 ^; I 11 p m-<_q 2 gr 5 Z c�i N' m m :, a in o Lj (tteit2) � . >< \ \ -is{mmmzi -, v m so; �n.� \ o• 2NZftt A-'f 3 •1 C''Us0V um,2 '-% m --Al 0p3=2•Zm '5.1 T cm=oz • i 2 " mopm00 Y 5 OE za p ````• \O it*FFgiii", V. 9 oc.m - . at Z A9 I-� ?�9 • Z`2.0J Z x:01 a a, 17 c) COPYRIGHT 0 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED rn i :m V ';'.':'-< a 8. , *m T eIiMPACT-RESISTANT ALUMINUM TUBE MULLIONS pauT ��S0' $ Tr.as• g Z O all 1X2X.375•MULLSPECS ,v S.�2C �� ;As\•; e w m m sada N/A Scalar N/A Drawing No. 8300JR s8 m 25 i .. e o "v ta7p tECNNOtaG7 a', m ..... .• 7j ' Drawn 9Y. Data enetliea Cr catr. M LENlct Fl 34275 ilei,R)t 1*1l 0 0 _ 9. G R+ROSOWSKI 08/29/11 Re C [wt)uw-leoo • J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF AUT1-1.5292913 . • 0 . 6 ... Mull Length N -ii,1.• 03 .14 0 • '5i • m m H. ... • 13 1 0 m • 0 .• .4. IP. L1 - ' 1; • m -'4; .. ,„ -11 /r/ 7 i3 R. td. N N N 2 2 2 A 5 ' E .?)PO-'fi OP: 1 I 0 I C 0 Oe ...51C-2...' ".O 13 2 g t e 0 s. z... t.• s r.; 5 5 r.,. Wolk rn Gemay g'5. Ill R • c'. itr'F t'l *.. --.1.-. 4- -- a a a t: 0 P., 2 -,, . :04 ,--., = g-iut-E ,T, a„F ° z•'`.9, .21 i'g N 'I 5 2 B E2 c , F.; .7.71 'i''!Aram coaaity ...i,I . • m 1.t-s1,2 ,„ or iu r.r Tar. cr. o b i..1 r„ V, t, b g b (11151/12) EU 4 °.,WP,F3V. g . 1 g ITI ' ',21 ' I I- c 0R?• ;4rii-an -. a.., 1.1141, ,.,, i ,;.,.. ,,.. m 2 „L. Grew Crack,/ 234 Ca al iS X Rs:Wed Oa) " ig '-ra 0 • n •PaCq ,.'4i-11:::- 1. a r -c P- EEzgEE',.r- Y. ,. 12) rt; . bs %.i o L. i,,,* .,,, 6, 6 ;;.• 6.. own2) • P 7 7'7 7 7 t . `n; • A Pl p > ' ... • 1 g ' 0., •.•..•?Zgg2-4- z up,'..7 '1 g gl r • ,,.. V 7, El ti 2 2 t E' I g El E A A:4°'cd lott4" '"ki z 0 ,•.1 , • • ! 1 4 '1. 8 s pi !...., t 5p, 2 pi s :!.. ••§! -..-., 7.1 7; H011004.0ity 5-• .E., • 0 g s V • 0 k, ;:. . .. to '-.. iA o b. g :.. g g g 1 room x 2 P3.1 2 1 0 71 - ,., r: g V. E g g. A P. P, ,P, g F. E 1,m°,47,:ortr 8; '''' • • P.1 f.ii :0' -'. g v . • c., ci.5 i v ..„„1.. ' ..V.,,, !.3. ,. tiiii. ..1 R .f.'5.4f. 4-.. g'sm NNN22 :4N21g4iiir'dc;r4 i -i,-4.4,0.1, 11 IU' I. (1)-. -I g .g g 98F0 a .X,EIP20 HJ mit ' 2 go, c cc 2, 4a : li ,, f Ei 3I 8 8 5 .:3' g u EZ, wgi .73 7i .c:IS1 MI9'1= c I'm m ,-I8 .48' .3 4- t• 174 . .. . ob ) al I i m t LI;,1 9 11 u'8 F5 ;',. "'pi K 6 . g > " 'L-r'' - Ii ir'. liana m N :Is A.g II g g g IT'Ancwc9"'tv '2 a c z.lmom>. ,4„,,z ,.- M -r1 --- a n FF-' 12:-"irl °'"' q aaq -CP 111081880081genESil 19,eimR..., ill ff4 4F,Ocz omF 71 '4 qPgREigZidirgatdcgr.Y ‘61. Ii 0 c)c,c -1 o 2' _ , ',- - x) gi22 o VII .'''I.f.f.g'i-, '4E Ogi''22 . 111n If, cE C g ..7' • . 1 LI 1! „ P 0 :: 0 A ..-?: 1 onx,z,c„, . m171 E), i E- q . = A - - - - o b '0 b WO) E-e. 3 g J 5. k xpKx.•-,..z k-no, - - -.0.-1- g .4 32 -4.-6.z si....,, c E V, N BIE u .3 i! 4 1 2.A4re= 8; 7z:„ .0 g-2 ,..g•p•g›g..v.. .s ea ga44 72.... : mR7110,camity(rn) *-0p..,0 .A0 , gp2 < 5'$,-1!5.!..-..;.•N ' 0E.Egmo m*m 1,;; z6 ft F Er • U gi irrYI.-1 6ZZ Z o C-i C - mmP._10 (' '2 q= m fr, ia R>02.>_ orno 0 05.1 •A. >rc>F7. •i,-•,.;ci ,.:;., tri;bc.T.i?., 9,„zn 1 .,22 1 • ''l 1 9'cic°80'A p.> 0 0 M F.-ZialEV.L:g la I 04• 6ME 0,T ° - 0 At. E1.7:,e2" Incoccrri a o m . ,-gi , e,. e t ti v, a 2Ptn :2'."-,c-wt' il, 1 *z p m 99'. 2•In o t A , mciao om s a IA ,x.:1=7.1:4 -s -K, pAr... § iitiilitrr.c(1°.;44' 1. , 0 mo E.' 2 so'. E 2 2 2 4 5 5 5 "11-c'uck sc II --- l'A0:A" ,Z4 IT,'c9 rf26 2 ncr3F_m :pm i 2 - ---- -- .' ;'..... , ., e _.,>.- q..--m*•71(flgo c •,,,- m r ox, >25,---OMPac.g. 0 Xo 'g • 0.3 .5 ;n1111.- 14 '44 I+ .4 b . b b g g iltnITI2) E'8. X ,.., 1 ilt gg'qi_ii, E,11gl Iggg -2EPAgEc =b1r -,.; I 1 F-- ,222.gi I g _I. 1., b mpRo-iMeriZ ...."' ni ' \ o C3138qI" i c . I giI2m -,31.d.,: 2 il . , P I Z., -4g07tmxi/Sz o M ! z 9 .53:10ciToo Q . , 0 '?' . $ 1 i 3. gl ztort . ss'N'' '' •M......41 '''., '2. 5 i ge.X1,,,, • ..**r'-1 , i>. ' w N I a 0 wr ?.:."....C.?... *.,+5..2. 7-rZ 0::.Z;(4C3 ..0 :' . EN,-0 COPYRIGHT 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED ---: t\ 13 g.e,al no... ' \Ir, 1*xi IMPACT-RESISTANT ALUMINUM TUBE MULLIONS >•,.._ .:-'4 6"...2' = Ci. 0 Z1 ,1 rn Docriclam .3 g.s% ..i..., . -,... . ,.... 4,.. g 1 tr. ,, .7.< 1X 2.75 X.375 MULL SPECS Irl 1111rar,-..., SI.It. P cli ,,c4 °,114, N/A N/A ' 6300JR 7,,t 25 P '',,f,e,3.-.),..- -.0-,,•••' 1 ... ch..at. Dal. Flew IC70 TTCHNOLOGY DriarE N.mvicr.a suis ' ''Iliiiii111%‘‘ 9 ..?..) a ,i, J ROSOWSKI 08/29/11 C (S4 0 450-1600, Dots ReaSkact La 9..retbSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF AUTHa 202913 1 I Z � •-•4 ♦ / Mutt Length O -. g q ppNT •I T mN D • 10 'IC eCT GC A• C $$ n m ' S S S mJ $ ° S 2Pm � O 3 a Dm m m A :i. 1 - - S S ss,= s s S ss S _ ... m q a2 a Ci .��' ; e =' $ P = o ''0 D o e 0.2)Capedry R '/ y o e o O • m V O/. 8 5 E w lir V � N4 � 3 g . . Anchor C� IN Rea�pee)i E nonP IS mcGm • n co,' m o MullionCepadN 2 _ C- tl_um m uyorbobo2, b ep121N • -721 C ,,—,,..R . .tn Sy., g v m u qe � u EYRaede;4) 0N n ma C n -- m";D iz i > � Y tA m E z Y o ! o a a e Nu uro2Jcapactty l m • N v a �n 9l 3 o _ � o 0 0 0 w' y ,� m 2 a 'T 3 0,2 g• til 2 2 P u 9. 2 o N 2 2 2 S Anchor llay rea oajuv o T 0 • 0 >4I-P4I - s ;7 2 z m m p a D V m M ESe O V O Muman c�aaly a v m 2 0-2[Stg e H m 0222) i..$i m D • • N 2 S>a nlq g f. W m N i g a yy gg 8 . Anokac.pacly m l • .• - D V. " E 2 IF >o S % 2 g RegWeO 0.) R' : 1:1r1.1 Mu1lpn C�aally 0 3 t S �I RafCpba)N ,i_!., O „ s ,,, Y, .. Anchor CapeoRy 4 • 71 ESz108-4; S .. :. Repaired(1h2) F N..Capadty 11 M xri, .ea co•-.; -1 N-4 N z S z iud ANm r mm G .'s'g' - _ F[swhtpee) il n m C z 2M 1; mm p 4 +d a am ' i' _off'1 D?Do 2.-' rn O v r G I: __* Reclined 02) .. 8 n " N- T 'm o m N fig 8 Monad A 3 004znn.71 o o mg v $ e AndaA CepadN d Dz'mf3m Tip Z qc 2!�i;B�x� 8 9 N g o Reglinapl,a) a 0 0 m o>>=1 c o, m 9 y a�a n n 5': m € U o P le c u a g e o o MuID''cepadN -�'s y I OrEyNp tow rO 2 pin112) ,k,zm 0 14-01 ,o z 10 yvyoySa� c Alo AlAl2 2 . $ 2S V1P, : '' p Regdroapta B _ -10300 01K Z ae � .� . .. O..c O OO Z r Z C C Mutton Capacity w 02b-c T m O r g, n - in 21 80 to o 0 o m!5, S, o o :8 cnom §m rr9 nZz } N e o p >3 .,..,-,.91.- 0 p G K-4 R a i m a':H r,; a g u� _ AncharCapnciN � '. d 3 3 f;F.-o p,..- o x 0 B iT ]� R o Required phs) " S per{ -4.,__,,,_,Az 3 n O 3 O w --1 r z ra I- 2 m l . $ `2 2 t. o 2 2 0 I.fullon Capacity $ 5 yi3g RVA p p5° E F;z144 4 m e o phyR.2) �rl tn0v zz• 0 g z- ro >`�>•oP' U 4 2 P 2' 2 8 2X' g 2 g 2 v. Anchor m$ $ I_' m m D m ZZ gOx n r p 0 0 > - g': N g 13 o W m 2 Minion Capacitya.ao .OZ,r`e^ AA N 0 ED $E•K al;B .. :, i.' u r o;pm112) D . m M Q x m >RSg>g tiwo2 2. NDD °Z 0 y�= g g E 1 2 : 2�2 e - >a RegmreaAnchor pea)city �N X V' 2 z i -1 m $> a m y N a u i 'o o pbafl2)cepaolN Z Ghi 1n " y c N1.'AmmE ONO M -C fa. 2 5 Id rS 5 u m 'a 2 2 e r3 A6q(.Od a'1y ao nDm� 2Z p 0 r t � r$ 1yn uYed by Z -2,0 r0 5 O 5 B-` u m ta o o + 2 M M S i Mean Capaalty r gi i .312.-SZ Z rNN. * •_i Z 03 m m m le l., is m " )a a+ .r (1121112) La Vilmm 'm mm 0 M ..g.s8831.^2 g Al P, N 9 2 Al o o i f, E R�ew'�ea�jlN m E z �1."-1 9 N r a ' + m E o E ; o non Capacity ti s DIS. mF "N g N F. Vii- a ' o o a'phallz) s 1QT m 0 W N Z D Anchaf Oapaalty 5' Omw 0 gg ��°��m Z g & Regved(n) m� --tt O--, z y. .F D c- 1 0 •" a S } v, o Mut7on Copaciry . A 2 z O-i 2lio' N ^ ,'a b a u g I'. pba(t12) 'if . E *a T*m p O c S �" 9 0 Y AnchaacapaclN §�. gxFomOno F n D !� 8S Readmapee) `4 x 8 n 9.Fz _ n C C 002 o o o id i P E E Nation Oepaoky 8 5 X2 to pgS=ymS ZZi p7 b b b . e b b o 0osn1Z) 5 .Ni r �1 m o{ ,-m n 0 s Y d 8 v i� ArrharCpiadry a$ 3 �...r..c,,\\.\ ' -N-i3Oiz0Z v q C T m'"i n O z cF. � O� -1zm T z �=Nmzo2c o c m-OP3=izziNpricio XI X ez 9 ```,(:) 111*1j7• /// 34u ii zmgl7 ,--..3-o..,1, z •2. m\ e n,z n COPYRIGHT C 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED 2 .'j0 > 9 n1_-Cz ` o nm-1THe: m K:.->._ o 11 g z:_ _ ® o° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS — Pk �� itt— y 0 c '.°•' '';2` 8 o Description. _ m F.:, '•, m , . N v 1C 1 X 2.75 X.660 MULL SPECS "_�Jj.., -.'m i- . , ; N m TN Sadao: Scats Drawing No shod " " iC '' �. N o "� Down SYNIA �Ig N/A 41 der 6300DJR R8 a 25 1070 TECHNOLOGY DRIVE m ,Ti�FR1n*too,.8. `` 'c i o a J ROSOWSKI 08/29/11 C eY N(�WELT. 75 0 Rev.Sr Dela: 310/301.J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FI.cERr.OF AerrH-#20296 . o ) ' MullLen0lh v o w to El > R3 T. M m m o� o W55 pe m 46.4 0. r 3 7 to {.. w _ Amelia C0„,) ' O 0,. n 16 16 '� - Requiwd(Ara) �•, Z -P"'. w A rr- • c® c o w i l 9 m o ,rrn a o u Milian Capacity S- 171 P m V i 5Ba a N m m�o b Pbsylt� 1 a mi 5 a l.4a 5 E N $ :. R a�adP�aAiar o w _ ;;:A i N 2 Ma .capaairy 1. co vo r. i a i s s - Brt _ >: r Anchor;,pertly m mway. aa� MJ r .. Ra�itedpea) a T 0 J . p. - _ - - Muum Capacity g - m D • N vB">®aB E. gi _ a Anew 8 D • g • �± yy 'JRz.88$yEi a N m o N F, a N o m 'aim' mopacity . Be>BBB'4 8 V y! '® Mt 3, 5 y iJ .. Anch:daPPadty Reqs P ) • • AZ y y 5 5 Q a 3' m ."�' m e �l£Ilcn)capadry # a e a a hsltp r x o N amNot oRea,�d in '2 ' • C g g A N 5 + N 0 i M _ _ • Mualon Capacity g �3 �� ^. B^'t n + Anchor Capectly g -i r-I-<cap? 2.1x-c& m� -I >1- gI>B i l i i lir;�, V g -. 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MIME g EMMEMBEIEMill , N aoxpos•oc -,s-, .1, ffig4 9.52PDTEI3T4 F.- m MIMMOODOMOOMESILU t,• ---","",I i 0=j°502PDX X ° Zr9 8 r4 :., .- 312".17F), 703 g 0•I;E' t ; gg 2P. :1---“,.Pgirmffl• 1111008111000011(Thz;" --M 4 9 m>z*msmOmr- o > =2-- \--k, . $.--, 1.zri-omo m• = .0 111111B0D000E0BE0ESSI co 43E- 7,11T5 z 7' '4 mo.v.-irmo- F, ITc.>t;r45li i 49 - n c"zwEJo 0TJx2Enl'g g g BR = ,-=. 9 : • mr3 ,71-1,0 n sSS' S 94 k la m Mx°2 m 1:1 i. rriCai-E _I X ••• D° . p0MCX(:)6 0 c 0 • z 9 2EMV] TO 00 olowIllIiiii, 341 gi zizro ? ‘,...,...-„. .........14,/,_. 3\ a , .12 Z=Sel -In• :. ... .'•V:- Niv:it 0 gto•ac 0 0.7 0 COPYRIGHT 02017 PGT INDUSTRIES,INC AU-RIGHTS RESERVED -0 a.9 1... 2 .."Z•" 0 4,4 rft, Fl ..._'.•:0 .> P C-1-<-:- ..1Qs,11 IMPACT-RESISTANT ALUMINUM TUBE MULLIONS -M Ciewyatrt EFT-r.:it 53 oli.g z V g< E wl 6 — 1.25 X 0 25 X.100 MULL SPECS ,,,77-...0• ..11 &I ,3).• z- N 0, PI 5 e.les 50IK DravAno No roc II . /..t gl e) La „m N/A N/A 6300JR 13 of 7070=MUM DRIVE •*- ,. .1 t" P -- ora.m2y. . 0 . Dan 04410E0 by: r.. Nov C M.VENCE,ft N275 "... ,S.L. - •ty? s.,.• •L'aivel RJ OSOWSKI 08/20/11 'i/Eli' * 00 •a a 'Revision (940 480-16001 "sip;;; B 7'.1"'A04 SOWSK1 06/19/17 NO CHANGES THIS SHEET. FLMITTOFAUTIVI4M -- _ 1 ` r:� A 19_u01on Length 3 3 M q m • '(7 rl ;,' 6' RI ; •21 g 2 `E m o o a o o IC 2 m A E. P u 7n • • • c c a�p� - ate g m o y • w .. 65.50% n 6 2 N -. Mun Capacity a > a u v m m m m a m m a N. m m CNA/ R .1P. ' m g a m g o m Anchor Capacrty 0 ° '� u Requited pma) wgt A p n n o u u a• .y, m e o O m u e mePis Capacity y m c r g$m , b ,, ea N c LA m a. o o t o (DAM a1 • a d „r E o _ ^.E, r E m e a _ 2 E x PRiymidcl.drye)hy _9 42 n e. d gg° mp u s ti m mullion Capacity m z • '--R Q 1 F.g3 a w N > e m p b ,, ,. 0 0 o c o o (ba.) a.E '55-_V 43 K i; .. N N m - w o .r. 2 T+ e m 'm 9 0 0 o i 11::=Ir k. to E F.nc4• .0 u 6. a •. T m ss`e.+.4x+r�'✓.+- 9: " c' o m g, o c ...1 o 5. e y hla9ien Cepa cly m o • S$ CS ' v m s m u m m ymelnr Capady in • m .5 5>ff u B m u u w m 9: `31 in w o v _ - 9 e. Requmd�a) • /' P 2 2 g m g. e Z o e o o . MU en CapeetY Safi.4es§a"• 9 N om U demo a the, al , aa IS 2 'irA i S t ' g. E S Req- d pbe) m Z E Z 1 o m a t m e rtumon capacity g- $ 9 D y D . • F. u f� T. b b PbaM:� ' • • la u $> m s epi u + m u o m e Q o 'echo cepa ay T�• i C u u m u R p v u Recited(ma) c a �m�pz si9: W m v 4 a N e W o o 0 o 1.1...1111.1 capamnr ,-R 4 , aWOo • g ,F P> r A m c m a o • m m _ + e m o, u e anaierCapacdy s R 8 D 8 N. .E' n g '• m 9 g = e m N L 2 'r'Re 6ma) m` >� a as Az g$W G) SSV N -8 R 9 P. ^m•g•O v 9 u J a u o • Mullion Capacity ti 3 a s.0.z1yamac om._ ,_ zm N a o + m m i. 0 0 o Pm?) at 1 '_ �c z qe O A e .g.:-.K.4, Q a+i•., Md rCaparity = 1 S _ o h �n 5 v,m rA O.O g x O a a a a a°s M c �— -• » o, a �_e_� _� �G P. >a Reywrea peal____.n-.....I n a_z 5 z+z z .. - u m a MuUncaecft zz.,t7mt Nva 4� y o o i m r, r, u '.m., 2 G m p D y a 5 •v'' clEcSgo MOK 0 a RYYSHS''1 8 m • o o _ a E m a. a a AnderCp�lr .32 o 0 DOz10o mNF , y- as m v -zi m m O g m -,o m o-d u 9 c c Muron Capacity : 4t i 0 .q3 rn it _rN.a°m z z rjA 7.a i i i I W N :i o f � : o f e. a (Ibd91 R'= 13 g O C° m m T m c m roc b n & �^ R. B m m Sm m o u. Anchor Capacity `s. m ' O ramOO(�= cAN - g - y iG a m m m o m v i _ Rtgobed pea) m` m coNT.p mrN oZZO $o,o_`Ct. ^ g o - G f e # ALUen Capacity a .�. ..< j0z0 ymp0 z o� ag�aga$ ay S e e v o o io m u b o b b 'mm PAM Esq e um,--'iilF5m�? °-Z2 g ia P ms gp Vs = m S E E E m o _ = i o e n.gat"nY 'a, . -+rmp2;0 11nm� r. la twZ4es2iNli ° Oa) a S M4-1-'M rNSR c m z m _'0 'g' g>g�• _ W a a o .. o e m u Munn Capulty - s g , ommr - codmo CZY �� u a e e Waw Et 1 ggF- o m u g.A g P U M Anohercepep}ty a7§' 8 N n-ad-1 2 ��o co 5 a �k3 a 8z�i?: �°I - 11 _ m .. m m m o Reyiree'nbe) o t� r m a a > >iy o .Ww'zZm es, o op $ S 18 Bo M o; 2t in a. in in o : m a m m old )0epachy R' C. 1 21151 °-0 $1m 3 p A. , a+sm o o m orrr=rrrrRlllNmo � AOOo .°D I7 R q.Gr c " m p ) G NO '�wi po z °m m m u MuGmn capacity s v y m I 2 aWd -r=S z v, e< o - T m e o o - o um) �a O c P N O O O * m a s>a o b re 4 8 Anchor Capacity og3z9• mz3 o m a8. .. » . s V E g g i m E R E R.,,hdobey q. -cog cur O r Z N P ,. -I$ 2 g h r. S r G a Ma&m Capacity E. mcoKoE og"Ln rn Ti mmZEN`dd.' 4m i m % I. m a a t a '_: a (met') --o---�°id z o $ - o u�a kg°1 R q i e 9 E E 8 8. a 2 8 1 e w Rite:mi a:dy 4 z�N O a zil P l o• m F° rn RI o §9 o g,o " 3 ., W e Nam Capacity ^ 5' ✓ m r co r- Z P3?S a m@ a G a', � a e u m W o o d r o pbcr6') a M LYg F7$gE< .,ZjG m 8 y A y o m o AnchaCapa8ly' s a• co N m m p u u t 2 _ _ Mullen Capochy ti I »OKOODOC '13 Pc9 \ . M°al-Dzca.a x g a e P. g Y S Anchacep"I'Y 6, e E, \ N °5Opc2ZaCr= x o W. - Raga;ndpbel o--^x \� �\ A� �'��-n n 2 C d m g p a malancapacay Q cpm \\... „ "..„_. *.-=1" -t.t`2mxi0 c z n m b� m .e _ .A _ e m b o b o ogt6 s . Z I - a 2*2ASND.'0 p Or. Pi^ I_n°1, 0fSP3gc c c O O cY . o % m m m o a o 2 ; m E E. Requited°(,Z4 3 .Po -<itimms z m -IA mmi-,Exp .l o D m cn moa.{6Do3 0 . . o cn mmDm .Sgm6 E y El z F.,. • � °zNZTzrj a!f ��X .�\��.. ..�..�\ v` N8�0 mvZ U z g. w \ \�\\\\ ' oy Zm M marx \ \\\\\\` • 3cZ m=Oz2 = cA �a \\\\�., �iyy°Nmscy 0 '-2AormD S p N p m� Z V O a ````Oi{doliI t*YY yy// m rem 113 p°n x `,.�O.•A....•-q4;... 3 a :moo r Z �4? • '.o •: m t ;14,-4 COPYRIGHT 0 2017 PGT INDUSTRIES,INC. ALLRIGHTS RESERVED ' �Z�0:� 2 "L' � O 7-4 rm. •m D rA a`1,a m:�_ a ,, ..:0:1 fIMPACT-RESISTANT ALUMINUM TUBE MULLIONS p„,,,, T r7._-r-:G l: m 2%"G_ V� V C�j`C oesaiptcn: �rr°Iia o y'2 - N 1.25 X 3.25X.624 MULL SPECS <-3123•:".11% , cc m... ': 2 N A 5w Sams: Stele: ungRo. Sheet a‘v �ZC'•. ;" ; N c „o NIA NIA 6300J 14 a 25 1070 7ECHNOLCCY•DRIVE 1T1 'i,14,,.. O OlaNn B)'• DN. Cnesked by: De. Rev. '",s6-ti. "' �s �� o N 2 a J ROSOWSKI 08/29/11 C N 17>r R 34275 yy'I,, I'Y'. ' ry J R�7SOWSKf °a'66/19117 NO CHANGES THIS SHEET. FL CERT.OFAUTH929296 I' z Mullion Length U gg K-, "^ T T 4 a'k > m % 2 ad v. G 8 E. 8 IS v. ffi _ 01" m # W In 0 ®� n , n v c A 2 - witi oepeoity ;la D ..t,'®i? 'V 8 e e ' o a -. a o AAnn a Capaaay n i •T1 S o 7 a .r". N c 21f3 8 E c E Z5 2 18 Requlnd p) .' Ia s . a . bb . � a m 2 L•0i- . .e , e eAr Mehr Capaeby '`�5 • p till _ ,Fe P. a w{ m ' S U N 5. R s k P R.q.,o-,a 0) m R DlulAm Capecly gz n g u e r' u is > o t o v o o u o = P.m') El- . • ,g.go . U 19 w Ei - a Maar Capacity m 0 aoJ" PS, u ao a Rsquiad pbs) R M$”1 ; T T . ,`?.O�''`^'`.�. �, 12 o = o 0 0 0 0 0 g o MullinCapa y r5 c1 . b• N -. 4 Lw, o E o b E. o b o 00/LF1 E.'I'd M4,.L .4. 3.-' • m REDYRYa+ °) a o o a a gf.aIo S S m - Rotund Ube) . FP • N m • e • YJ 81 8 8 8•a ------S' a Ei m ,ao 6, e. 21 e e o e e o 0 Ob e)Capedly a^. Y Y 6 Ia gft R 8 a1 e y N 0 Me[tr Capacity e 7. a ffi Ti -V S a I', >4 E RegWae(ms) R • �7..}} pp pp R a m o oo f -,I Mullion Cepacfly ' n • SB'i D 75 ptJ .r7 A L, W .,b b L o o e o b : c b ctQblat'J vy O • E 8 R'P 8 e .. a � ( a o $ ga o a Mchr Capacity 25 3 I I o ti v o G o Rat§ed Oct n m 'a 1 21P1" b a>a D Aie k,,,4 g > a w > to to 6 i V.V. o o a o o Qe J.nC,p,rdy ca 5 , 71 m 3 ltqq �p Ando.Capacity 11_ NOF ARE E.-NW =el x" 8 S1' o 5 n o g 8 m m a g Ragaited Pp) R ao 1 n P > ' 3. 9 g 3 g pig;e g' Y PR o u o o e o o a Dad) Capacity a 3 a a a o a, a o. I io Li E4 ER E g G 0 a E d E m Mq D gc°074 y 2 I E zirE '+ m "' § 2 � g R.mna e It mm ,()A NNle -N- Oct -t d n • O c O o(Z)q°'v DN =OrlK r 2N rym- o n w ,G w -, ti tdalLonCapaOty .a 9 vv °°=-'-w'xcc Icy z om m �N ff 8 W N r t t N o 0 0 t b b o POP) El 5, E °=°Dy Z�_ gm Z Asa s�� a a .. .N(Y O N m~ 0"0 2 O I;p>p',Jq R+a 4 8 u P'a. Oe � 9 o L Y .K,j _ Mag. Cap,ctty -"t c Az z 7C, a mEl 2 ezi ymR rmi w e a Y w Reqund Chsl R g. 2) :+: ,, o O 8 m m r,T p m ().1,;f:p.,Z m (p-t y -. •a Mullein Capacity -, 9 ,0 23DD5OO Td 'mT'O � D55®a • 4 = e u 'o o a:, a e o o O. o o e o llbsdh $• 3•�uq N'aD C31y"2O Nm Np N. a r•,I q C - e e a Ma�sr C.wedy as v Zr7011?-tRl(4z 'N3 N, S mz C 2. Y. P, E it a a & a a .qE. ,A,: ed Rba) m x b"N'' t_YI m� m cY 2 °i m g o e; 5 o', C 8 a w o ,`J' I vg e n o o v v - a Motion Cepeciy ,_a 5' FcoF°Jrm mmo a be >EaE B19y o 6 0,b ' o o b Pal sm ° °"�coi �vv o0 o r3 o om 1D Anchor Capanty a?yR(t �777 71 N -n- a a q, p a G bo o it 0 0 gic:8mXr MPT m AZ zit a� m u o ..'� m m E K Il -', o R,grhee(Ib,) o -cZ �-{{COzO cavo mL tm00 >e.D ff>alio H a n.t. G, a G S, o Motion Capacity -1 0 Ka m U co q 2 =2* C Z Z 1 p N N,,- a ,- ti lac W E o b o o b,b o (,batri) g S rh _^ C w.-4 ,.O, O *2 D F N c'� o :? a Anchor Capacity go R 1 m (0 c.E. rn m m z -4 g z E z E C w i 4 b o m,S .. w m a o,H Reuerea Oh) �'1 0rI7�11��y� �mZ° N� >g>&�g9 �,�I' - _ e NufianCapacity a� 3 caraymPm 5° fmflO H D m 0` o ix u L. m N ')u3 u m m o 0 0 oo (1010 E C °i n Di�C=-I I-y *4'10 O N Pi! -m x e ^� Anchor Capacity d fA 2 0 �+ Nn D m j y 8 p N'v 1'i p o -1 ,'1, o 4 $ i' m o 'd', w w o S tigowd ow) CCRitr--ll yyp ZZp 9, R' p�^ a-1.O Nov -0 M ° 3ND P.,T.C E F. y w -. u . o c a o c o -, Cop.Ny ra c 2�m N3m 7)Z, o o K� >$�Y..e e w a o . � N DO-1M how 7 N J -N 4 $ ^y E E a maws ecTo"Y ' In ,---n°o K 9 4 o x 9 a 9 _ 9 7, § Egg )a >a ® F. Raga nit Uba) '.P. D tam m Z yN i m'� • ipp @ pp 05 Q w e e, 15 m G S : i i 'v Mu7wn capoaOy Rz ORC1-3CD cZl1 °~ ° T.! R iJ4 E S R$ is M ,1 L : Ie b li,, La, m., o E E o (lbvK; '3 zv33s• m90 o - 55>555`�4'- y v N m .o w ?) B Mma,capaauy $'� -ID Ovy Z P 0 '-71Z 33 o a w Requind Ubs) . Q 72" o�ygil'TI-8* y o -I z N o _�_ 2i 2S E" a „ e C o Mu.TroncapaNty s 00 �ia� e o 1 13 a to ar E a e e o o ,a (mem') ' % Z-ir S p Z a.s `� Di R R!cd 6T R Itl K -g g g R 5 m 74 m 5 k. C 0 5 a O + Anchor Capacity 3 g q Omr, N ZR7 ' O r Co c z y y z m = g V e ' G 0 0 0 MuUbn capacity r 1 I" DDOKOO8.00 a g b• 6, G m Poe) zoic °ma2x.a �i2,›P>yD.mi tx _5 '42 '.2 N u MNiaCepaOIY �. • O-Op )ZDO2 X O og65 mSSS •... 55S R,qucad pbs) El - D{?C 61 'Nn ...-.L. DD O 11 N )3 ' u S . a re o 0 0 -. , Yuson c,p,cify �' t- �T��71 O G Z� .b L i., v 4 b Qb.AP) a w aD= A=m�NOz F it s g m O(�0 3 Z C C C O O O G o _ N _ S'i U o 8 Anchor c.parkY d A ( 22i-yy71A 2.o ' 8` a ai -4 @ a Raqulnd(m.J y yt AabmmyAvs>°OD 3X \\ �\ N--'., mOmO7yipp00 S 52 cw \ 171�mDmmC°W1. Q N zx • wogopg.E.E`• m I oo m �zm Z • F-2 3ozm200> 2 m A O C mzm=A8E. e 5 M=mgx og a ``\.o1aa,*y, n ''.:S'0/...� .-% 3 3 5r 3.:g O r -�;' 4 2530 YT-EZ0 1,, ' Z `:" Ot f o'12, g COPYRIGHT(s)2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED '.I,2,,,,_Z a o .-G= o- mrD;A m r„ mit— = ::, ' a 1xi nlblMppACT-RESISTANT ALUMINUM TUBE MULLIONS 4. r-> a ,,,•... ......: ng\� C ...1 F.m DesctlpYo¢__ ur,,, `�[Tv 111`• .{� • a "a I 2� N $C 1.25 X 3.94 X.624 MULL SPECS • VO ` 1" ,•.�` ,n' N O �aN Was: Sealer Drewsp Na. Shoat ImI ty Gt,.... •i4 ; ?' w m m N/A N/A 6300JR 15 o 25 1070 y too INIIVE to ,p fy.p -.6--.3,;,,-;,, z N 0 30 Drawn By: Dale: Ctleoked BY Daft Rer. M tFNICE,FL 34273 ,,Yy')It11Y1WW��` 3 i •�+ R ROSOWSKI DUOS/29/11 Rooi C sioni (041)430-7600 J RbSOWSKI 06/19/17 NO CHANGES THIS SHLE F. FL CERT.CF A'JTIt#28296 1 . -n •T Q N "'I / Mull Length N D T 0 • r7 -I m , I CO r- D c 3 a r • m N T. 2.- xi 9> 8 a p S 5• 3 x 5 5' 5' '5 S 5 S 57 G_ 9' 3 0 b V• • = a aI�N 2 v Mlmon GpacM ii II 9 m £ (1 0 1'3 v 'v In i Q' a o cb C. 0 ' o P in 0 C. oo o tRal� s O • O DNg?c4yt33 P m a o ra o c C ..- m _ • • . • i it • G m ila'cci'•ccis3n00 3 w W m § I I d 8 P. E R 71 9 S a- Raached(Anchor�I�'ry R S 0 0 ®.E.-b p m y v v a'. v Mlflion Capacity 5 T N Aiwa ”gg m muaomoao0o v o g Qar4W c • c s a o' N a a R 1 m y� a Achol Capacity moo n a RQ 4 S 'm m S -e 3 N J Reached Oa) • • T • = e e N b P I P N% Mulba GpaolN by m • �i gg n n 'S •M w �u 0 0 0 a o a o o (' RZ) A• • R o i 1 1 1 .-ti b W 3 'F' o f $ • m c M o '9 0P m9v R R Anchor CapacityHp, PI - m m 2 w w 1 W PPP w .R 4 8) m Fn3 N !D 'm ', , Requlrcd(la) R S anon Capactty v 5. .. • ` .. 0icj .gES 01. m b m o ., b 0,o o c o Dahl?) • p S DD7w3gg `„,2 Anchor capacMg. v mma' e E m m m g g ii § P ; E,� R„,„Thi ) ifi z u v Mm ancavortry �, 9ma]� • • • •A m1YgnD§ E➢S8k& f9 p N e - '= :r m '`o 0 0 0 0 o A o 0 o Qtdm) 6e pmm� • a id1� 7 �$kN 9 And,nGparaq N m m� •-._ DD ¢� B E $ n 1"0 p o i 9 S 'm E I S RaNlred Mc) R O Z si v>D 2 M B-a m.. • a .8 $ N o Malan Capacity y 'o • • gv RRe$u • . m m N o P m b o (MOM a 01 0 meaty -fes pA W N 2� b As"c-0.5gits§ `' S P. Ei E e x i li i i i E li x .E.a g.R•ac.1.1(16a)i e3� Ja C G C G 'O m g E z m ip 8 H R U B S g N ' „ v 11411cn _N. O E.. 14'2.14c 111 m m c { Pig P + e o 0 0 0 0 0 0 l g o � 1 g aET-4 OPE _ � z R , =gir;,B ti •i�l- m b b b b,b m 01Oca/Iw iu -g ,T;(11 z o= Z (_M s .f V - ' y [� y y . Anchor Gpaaa lif"[I N „11 y p ,1 L0,-1 y - D g D D$u D a$ l q a Q Y Tu �i 'e g 8 N .. 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Ni m • m 1111 h • g b v N as- 3 ii � § g.ggEEg2g1 � ilEE airy 1i, DDD • _ _ _. 0 0 A )y $' m 15. i m m m m *SIM D ty C !s CR A a 6 - Y u m o e o I?. b b c anift2) E l FEE {�? $, �[ 7a {� Anchor GePadty y cn:7-: •.. rn E E.a E m i m N E N 4116 E R•,a110d 0,,0• EG m m' m m V• Q D a srit o d men. u m m m amnlmr Capacity R 4 p D o o ''o P P (691023 3ag7 s jog : § EEgFA, ri gigtR",i pbo �Er $ m rm 4 x1, 7 n 0 . o m a E + ! b w o m G G o .1•0,3.)lifidliiiin Gap 'Rcity .-1 S Z @ 6 v n a.'Anche(Capaoly s; 0 s Re....caa) N H S e Q p M,1Icn CaDecly fvi S !u V Ya A m IJ b O O O QOatiQ) •3 < T=w tn� i I w w ll _ MeharCapadN ' �+x m 8 m i1 O r m m D ix-FRA i' `j m a g - s t: .2 i 0 F,I Required(Ds) P o m _ 3-17.00m iyc ' z _mit m x m g U ; i 1 m e m eIMullionCapadry ' v m^'�a,01 NOo m= ZO WA6 • c o b o o P o a."2) �� Mm -a .PP-5Pmrr Zo m N"' N 13mMw k9 N E g g . f G E. ,, ,in 'Iry 'Ra m u ed axcmx� wZIK v To WRN B o ¢ MWD.n a P Capulty z �yy�cp �m� rO �A `,��, c .. b + o b o o.0.102) CR 5r 0_iv Zn 8m-P-- 5y GZ 2a N-, Gmm1; �� rn SC"'mro ' Antiwar:5N o 2. N °m-- °22 z g T A ff 3 f, m 8 i ff t o I; g d Reo}Irad 00) a na Dy m m ^_ m y n A )ti o a a o a maim ammy s B g O=�'3=m= 9"Il y O �,S;�. l° io - 1'v, is b .. _ m . pbalh2) it I C Z Or 2Or F T m - ' D m mil Q ! ®®®t g R r . • y , D P -Dm N Z B I[I N m v A .. .. .. m m m m Mchar c o-ocr. xoz a Z $ "" v; N m Oy'�TZT .''''o C F. -Iy illi:r - MuL)aRC..edty p p-Z (PNit m w I11*M t_ Z.Z �aN b, tai e O•-1 m l'' '' =Z Z f2l GJ N �, AlKaaf CaPaGIN 4 gEY3F.,o moo q_ g_ Requrodpca) i : Q c a_ -I .7--'III': m S •y(�Az�OQ O..0 co O'1 vv�,s • m g d : ! m 0 o MUL7on Capacity •Q m�;_,., �m N z o o g m m . o o tm=�) m y S 3 3 -1n o - m e' ., K w y; g 0 Anchor Capacity a m %m4v ZOm p9 m E,,4,-;i' 5 c m A » - .5 Reg:tradO s) x P y zy c ur o d V _ m Y Nam CapadN .A.8,*, ;39 mz = .,w N m . (lalit2) a N ��p o m _ a v yx� z �il D n a p y �a a. _ Y Anchor Capacity . qq}} 71 D _i �i R. m m Li Required Mr) 1C-, cit --. gi N 0.,17, a A• Gc)mD• oc m o f t E t o MaeoncopesN T !� y�r NAM ww0omF 0,w - E. gaff7iggo N 3 Anchor 009011y y N 2 m p* 0 0 0 — R0990 093) §. rrO�D rnSr) - >a l7 t Mupwn CapadN 1 Zco ow D >E."E ml a9 o pmm2) c -I ;C..ff--,II A m fa Z R,c v yy�� Anohor C4PacIN A y E'A O !TA F O w. - N S r3 m Rpalrad pba) . r tT$ N(qi, O o o' iDD�^m ti . - _ _ ICapaclN m-,NGF NN 8 �'� 6 y - e o T m a) U Ng A AnaAnr Capaolry O T P r4.1,- .1.1.1:11 �' g. recao-m pa,) Z g s M 1Bon enmity in ti,(II33IO2) N _ Mchar CapadN i§g .Ga&F u rg N Rm)ried74 • .. ;J w _ MuIDm capacity l; o wiz y yy (� CannilyMdwr Ko K ZO �yOy�nDrCn D Z _ _:: $ _- . � ...vmdp0) C)o rS'brn vm V n C m \ x..47.1-7,2c>.-1- 5 = m w .§. .r. v ,,, to MuL9on Capadry obtoftg " PPJdPI !/\\\\\\\`N.�.., \�, 5-4 m 6 m l o g i°o i 1 8 m o q R^^hvw°(be .35 q_ •`./ m2 mz m A-111TzmzooK5Z T 3Egrn22,Z 0 A = �itmmxiGg p c 2„0. �o i ��,,,tl)I,ti,,,,. m �``` 011,3 T ,,, Or' x g C m 1 D --cD . qNT'• 9 1 D&o0 •rm-•<-l7.'mar w Z 'y R n� COPYRIGHT®2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED T E- :o m m• 2?K - ; m •,$f..'M IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ir,.,4._- .c) .9 y:Z a p m Dosadpka en r'm' N "0:• • ° N =C 30 DEGREE BAY MULL'SPECS w vi- 4, '��f o 63 ,m �n� N/A ��N/A D� � 6300JR 19�r 25 ,® In moi' F€•........Zj'l `,�` .'. Q .- o Drawn Er Date: Chocked By: Date: Rev: 10N.VENICE.FL JI2275 ,.'''R,I11.Ittt`�‘ ' i ,�, J wROSOWSKI08/29/11 Rawsm: C (90)480-1000, J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF ALITH.1F29299 • i MuflLonQth y o w g r r- :+N m S a S 3 II R + c'�a: m m S 5' S S `j S 3' - i 5' 3 S S S' 5' 9 F Cr rD -n -n o • O • ®9 O Y :4.'12 u v Mullion Capacity a E • m m • m a:® v H b w -. + i iA o g o 0 0 0 0 ia..m 7 s a 1 11 5 a a 9 Q ) • • 010 D • 5 o n• .• • EL,s 9 5 t5 F. F. ,. 5 N 'I m "A N 6' a tai. RBX,C�S)H .9T N • m m b in o omrnz) m ±#: ; a m — ,, g H N A o 0 v 0 0 o V �I Capaettl a s P tis8 2 O 2 7,77• • °I, e m + Anch",,,,MH m � e3E � Ls � � � � RawwdOta) Rp.m ig a o a Muu SIH -I,--1-<04.• m-xw . fA,:; -1 )? E g g m AncnorCepadH V. xTrlxmOy 00r r mN Y' ,7. S =' b a o S o ^`9 H m 0 F c r m Reqs ee(ma) • -i T�O Arf{P p C z S rn4. m 8>e 7 a • 7 . 0 0 `+ c3 S e e e o N Ma)ao Capectty y 5 E mNNm. fNr.�g.4 r°o5 S M2 o a ; i. o 0 o a Ow! ig o Hsrm- oig. .gi�nn rami P..) 1.1114T.. 53 .' N N E N E N $ E m V E o § Rarrea )H g N2Orn `LOP p G r oXo 298 e F c v 30 m m A. R v IR s m ... 4 o o ., MulionCapadty € g QOZfA2CZ Dmr mw o m m e e o c o OtslR2) "-+. ;.''3C!"813- 1.(2 Pr a ,2 gglY o;;3 i' R vM 2 0 0 4 R y O m,8 C £ o Y lAndlorCalm* )< 5 m m - z z s31>a p-,10; g s I >r Reo}tl ed PO s Ea pz,t D E C N - m r�— m �O ° p w = r :I N e a ' .. a Mut9onGpacity . �o r 3 2a Dp'it r o X 4 0~ a .r o . N m i. a Pes+n2) S -g E rpn F psi m E2 >m • ° a + W u AnderCapoolty $a 0 SCG)r.' O- O z �O - F 54 8 li8 C, M 8 S W 'V3 = m AnthLOns) m4 yoozo aoa F yc oS�; a m L !; v t m m.0 n o e P MdtonCepadty 3 o op mom 8-A tar-s'a a N - m m a,� o�g One>� ,S) ?°K x— z .6 a And or ad e 4 .07]��s o ez. e1 gf & £ E A r• N Y G N m Reµr6ad pne)ry W o .,K., _,0mo"i -i m is a;xS 8 O o . mP . 8 9.12(612r� g o8 ' 7" W 6 I. m a b i. in p e g. o o Dx912)Mean CaDecit 15 lH w y 2 g 1; i D D • n u c ¢ + Anchor Gpadry m r-71'9"3 2K-r9 Op V 7 7 7:'� 88 c 'w t� m _P+ m i o m fir' Qu Obs) _ • _ = D Re Iced m A x a. xr r9.i-,..1 m S& a+ v 13 Fi 2 a. ? o •+o tri N •`o o 'o' 01,9'32)ma"'capaetty o9 No T xa S m o'0.y N o u � q.F m e g u 3 s w cp�ai 8 rya _IvN p o rr� o N S = z a E o i Y S 4 . v„. — - e A . 8 o 0 0 $ ��CawdH 6A s hi �rnomF w4 2 goo>eo m + . • N mph > o cZpo 91 �� yy1m : o r F. E 11,' P. m o f, 2 0 o ems-1 c''''1"' w i 5 -2 F p N Z d m Ancnarcepecfry v�5,m z.O m{S. ,�i1 .O R g tt E E s s 0 N A N E 2 A, ReuLree(les) 1. 1. 4N6: Om _ N=i A,$N i l $ y ',d' 13 ,Y. P '8 55OO o e o Mu7lonCePedH g WONOF N 20 O g V� + v m !w o (IMjtt2) U. om 2. Val i m Rerfuned(�) 0-1 FRS.•R m v : t - Mullion cepa6H F.: i o§$ i y N u t m Andwr Gari = _ Re¢dred nha) • " c ••E o Mmlon Capacity , g'. F,. : ti - - - o Oma) gl N p ffi N •• - :: Ao hor Cepsclt g 1 an Dy Ain ODOC �+ - :11 ' Requu.e Qbe) � !. C 00 ,..m.,1-,rim 6 = a y MUNm Capacity Em "\\ 009.052` O= x p Ir ,/ R 41 61 R u m 6 'a m g Obc1S21 p H m , o� �\ C1�� pO D o m , `8 Sn AndlorCepaciry 1 \.. \\ $z=*�mNo, F O> Rapulre Ona) 8 o \ o o=F 2 z c c c o 32 o ZS ig El m 3 e. g • Holton CepaclH -, 5' ' \ ..EV-(_=-aAg� z 4 H v in o l; OM El . m m c • \ � °°gi i�\\w�♦ $ Ttrgzmm4�\\\\�� T.,1n o -\`y' gElm0Z4 2 4 x..0 mmoO S 2 c r.0 oZ z d \\\\,\111 iiI)/, s ; om30 a • Q .'� ��p \ o Int g COPYRIGHT C2017 POT INDUSTRIES.INC. ALL RIGHTS RESERVED -.ZZ•m j o •r--.-- - �, n ami Title: ��D'p 9.y is m r= \o ii � �i°o, •sonesscabo (6oaNoSleet• / ;`� � a 1� o rmo IECIINoow 001)46 N/A N/A 6300JR 20or 25 in �'bF'''*.-s6�\\\\s a 1°d $ a J ROSOWSKI 08/29/11 ori+m BY: `°C k VENICER 31273 /r rllll11111\\\ i• • Roa.O. Cste: nevbgrc (941)Mo-1000 J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.of ALLJTH.N 2;298 1 96Z6z/rHMV A°.1103-Id •133HS 2IH1 S3ONVH3 ON LL'61./90 DISMOSQ2i r '0091-m9►Urs) O .mNrma 6N6Z/80� INSMOSO21 p o N '° .`N\`"j1*1 f��''L,i fLZM V 30IN3A N 'oo .120 .ig PO MO `%PO %9 onowc ° O �({ •........, 3NN0 AOOTONN03I 0L01 0 O N 0 •• \' ,V/ W as)'I Z arooss V/N V/N W m �'•' n„••Ina 8 :. laws -oN awn.* :edeas :sows Nr o " C2. V SNOISN3WIO dllO CINV NOI.1Tf1W >r 2:k,, RR. 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EXAMPLE 1:SINGLE VERTICAL MULLION - - THE-BUILDING-SUBSTRATE IS KNOWN TO BE.WOOD ON ALL FOUR.SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES ADESIGN PRESSURE OF+60.0/-60.0 PSF. $ • 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING a IH $ NO ANCHORS HEAD RECTANGULAR LOADING MUST.BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4"AND WILL MEET OR EXCEED THE REQUIRED c C T 1 DESIGN PRESSURE OF+69.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE 73 b _ -,-SEE 4NN.- FROM TABLE 3A SHEET 7,THE 1'X2.75•X.3?S"MULLION(LENGTH=72',OPENING WIDTH=701 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD g = ' FENESTRAGOH DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. E u.O PRODUCTS' SHEETS APPROVAL\ 23 C FROM TABLE 4A SHEET B,TETE 1"X2.75"X.850"MULLION(LENGTH=72",OPENING'NIOTH=70°)HAS A DESIGN PRESSURE OF+I-72.7.PSF WHICH EXCEEDS THE REQUIREMEN-SFOR7HE u. 72' ..— OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRFO.OF 636 LBS. h N MUWON LENGTH __- 2)USE TABLE 4B.TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 00 1N�H o h ,: — ,LIn. Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z //7 SEE O =1 11ETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL CO SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -i CO — H.-, _Jr 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. m L_ 'T IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 717 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o o r L__ NONICHORS W WINDOW SILL I THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE E7(ACT oE51GN PRESSURE OF 80 FSE: CO m W . 3z• I F--3r .II` 636 LBS ~ O Z -I I-MULL 1V D'H (60 PSF)X( )=524.9 LBS (MAY DE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z OPENING WIDTH ' 72.7 PSF ' Q I U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A 0 i 1 O I DESIGN PRESSURE OF+50.0/-55.0 PSF. -U o o Z • r ` 1- FOR THE VERTICAL MULLION: Z 1)INITIALLY ASSUMING THAT AT WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'-I05'AND THE OPENING WIDTH IS 36'+36"+1"=73".REFERENCING SHEET 25, Q Z m 5 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL , CI) O g0 i EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVIV LAKE.. W DI m O ' I SEE DETAILS, FROM TABLE 3A,5HEET 7,THE 1'X 2.75'X.375"MULLION(LENGTH=108',OPENING WIDTTI=BO")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF O_' ' MULL WIDTH-i 1- ,-3HEciS 25 AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. CO 3 • FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-54.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q.W Z EO u) , =1 FOR THE OPENING AND MAY 3E USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .. m€O0 .o 1 T 32' SEE SEE BECAUSE IT IS NOW KNOWN THAT THE'MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED.OPENING WIDTH IS 35'+36'+2=74',NOT 73'AS PREVIOUSLY P ��-� FENESTRATION! SLEETS, 1 • PRODUCTS I SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED i / APPROVAL 2-4 THE 73"DIMENSION(35-1R'+35-1.2'.t2"=73•j. as complying with the Florida r- - r-t r-I 1 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED BuildinCode I. 1 —1 i _ 1 NOA-No, 17-0630,01 I VER KALI 1�_ ��'�'� 1 CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION`- `j�i`- -i J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY CT 1050 LBS WHICH IS GREATER,AND O Expiration Date 05/26/2021 j LENGTHI SEE SEE THEREFORE SUITABLE,FOR Ti IC REQUIRED ANCHOR CAPACITY OF 971•LBS, I 8. OETA6S, DETAILS, I FOR THE HORIZONTAL MULLIONS: If OPENING SHEETS 24 SHEET3 W NDaml. a Product Control HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER K FOR HORZ MULLION TYPE COULD BE CHOSEN. // MULLION 7T / 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72^+2"=105,REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALffRIAFIGI:LAR LOADING MAY BE L7 USED.FROM TABLE 12A,.SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42',OPENING HEIGHT"'120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE I p REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 1j DETAAILS, 7)USE TABLE 128 TO FIND.THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED.FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" z SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH SII 2-3 (4)3/16"ULTRACON ANCHORS AT AN EDGE D'STANCE OFT GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED of i I L T I i i i r. ANCHOR CAPACITY OF 521 LBSmunwon• . IS NY L... ,.onnammnamommuma ,/ 38',HDR¢. 36',H018Z 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 120 FOR THE U-CLIP SHOWS THE ANCHOR ��;�' LICENSE••�C� MULL LENGTH MOLLLENGTHCAPACITY IS 1074LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE E. J Q'. OPENING WIDTH FOR VERTICAL MULL ANCHORTYPE I9 A#1291EEL SCREWY. *: No.58705' •• - I * FROM THE ABOVE STEPS.OUR MULUON DESIGN PRESSURE IS: 5._ /; 7 } +/-64.7 PSF FROM THE VERTICAL MULLION; u. D:` j +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ,v CL/� 0S ATE +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® 1,-,0„,•• ' S!/,' THE LOWEST DESIGN PRESSURE IS+/-B4.7 PSF AND WOULD APPLY TO AL.OF THE MULLIONS . 2 �Cs''•FLORIGP.•••G\•F"` ) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULUONS OR FENESTRATION z '///S�ONAL�L�L�5 N PRODUCTS,WILL APPLY TO.THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN s A.LY�IVTI(/LLtR,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • U FL P.E.#58705 1 t . ) _. _ --- - - - EXAMPLES OF RE6TANGULAR LOADING: - - - _ -EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: . ._ PW PW dal 'Eli Id:7 ° PW 1 1 1 . , [ „ r i r — f /. 1 1,1 /...,_ -47.4pr r„ --_ i '3 0 SH/DH 'A '. Stli/Dli SH/Di H 4104111' A SliH i —' . ..41r* / / PW 1 itor PVY : C° IR i Z........,...Z......zmi....=,ei • .....,...: taro _ ,. ! ,... , 1ill / , ril.vilA , f,o, :a° w x. IT [ lliLd i /.1 ,0 23 :: (I:L:2,g'•,i,,,,,;.,:z'9 i ' 1" 92 1.. ..........A...,=-.....,41...4.-.A . LJ_,.....,PPul... 1 /: -._.- '0 0 , — / il / • LLI' a-1.-- F LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1/ , I 7 ij 't:' d> .<3 . HINGED 1 If • DOOR I_ SOD ___ — § io -/ I/1 - I rigF-2 LOADING OFNORIZONTAL MULLION 1 . I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION WAYAVAOrAtil rwri-Aoiriall rP 0 , i 1: I ,.-."40F421F-W, 1 --Arorder—Ar.--__Ari- i Aare" i 11..,........w.4.1'w.„, ,4,,........,. ,,. , 74r,00, swou ,, vial 1 , 1 ....} SN/OH.i ,/,,, SH/DH 11 -•--. -.. _. ..--•..,-.. IlItiVitrimorlfrAltar —..,,r_.,..- ---/ -u- / 1 , , , , // 1 i ,. 1 Allior 1 0 SH/DH 1 0 .• 1 De .C4 - 1L+!.... .L...• -....4.A.A*/ _.-- -1 l' // 11 Ali Mill / I . PRODUCT: : d REVISED cf" ci . lin I as complying with the Florida P LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION [ / : 1_1 / 1 SILL OF WINDOWS NOT ANCHORED P WITH INTERSECTING VERTICAL MULLION , 1: / HOA-Na., 17-0630.01 f PW PW 111._____,_ __________L___IIIII 1:. _._ 111 Expiration Date 05/26/2021 _........4,-..----- , LOADING OF(2.)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY _.....-- ------ t,, , — P 14/0 ' _-',„._ I „,..?",'*- 1W-'71 MULLION Mindri-qade Product Control HOT:3COM') 740rAlta NOTES: . PW / ' ..,..),r. ,i 1 • , ........ ,........_....... 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL (=FIGURATIONS. —/ CONFIGURATIONS NOT SHOWN • / II , ard110,111 1 /, 1 „ / I I , , , / I I . L.PAR, MAY BE EXTRAPOLATED FROM i*-ire.------fp -----":1 2THHOFSE ESHL0OINNAD, 00,11•1,,,,, . 11 q id 1 BE CET.RMINED'NGUSE RECTANGULAuR LOADING. E CANNOT 1 ....:..,•,t.\4..\::"‘..13,‘....(-1c..t-EXivAls,..i4l.gi..////,,,,, . , ...0 1.- II 0/ /// '! 1 PW 01/ //// 74 PW — ////7/./ . . :,0... STA 4/ :::;*::::::. i.. _ ___ __K4iil _A... ,„i / /,/' 31 SEE PRODUCTS`APPROVAL FOR --*.: NO.58705 '-- , I ACTUAL ANCHOR LOCATIONS. . .• :. 4 ///// LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION .,, :,//// * '<:/ . PANEL OF HINGED DOOR IS NOT CAPTURES)OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS ..• ..3334.4r13,7----j_. : SOD ' - '',..4,*I-• — • 1 1 1 ' L___ , . - --,q,5..'t:L.9.T9..P:•••••c,. .-7' ",, i LOADING OF VERTICAL LOADING OF HORIZONTAL ' . /.'IMIIIII ilth-K RE-- MULLION MULLION ' FL P.E.#.58705 ....__....