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HomeMy WebLinkAboutNOA; SE-3550 Outswing Aluminium Storefront Entrance DoorMIAMFD114DE AHANH-DADE COUNTY ISVIVISA 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 NQ CE (NQA) Wm miamidade.gov/economy COI Windows and Doors, Inc. 10100 NW 25'" Street Miami, FL 33172 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 On 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. Outswing Aluminum Storefront Entrance Door wiwo Transo - L1ALL APPROVAL DOCUMENT: Drawing NVo. VV1'7-54, titled "SS-3550 Aluminum Outswmg Door (L.M.I.)", sheets I through 15 of 15, dated 05/30/17, prepared by Al-Farooq Corporation, signed and sealers by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of AControl Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. L MT it :'Pac1 un`1" Is all R F a-perman nt la "wM F 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. .ADVERTISIEMENT: 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 and renews NOA# 16-0421.10 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.17-1114.01 MADE-COUIMIE Expiration Date: January 17, 2023 i V ��i } j'� Approval Date: December 28,, 201; age CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.12-1005.02) 2. Drawing isTo. MD-3550.2-LM, titled "Storefront Entrance Door Details - LM", sheets 1 through 19 of 19, dated 03/05/16, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of pairs of French doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8842, dated 02/25/16, signed and sealed by Idalmis Ortega, P.E. 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under IiNOA No.12-1005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated 06/05/15 and revised on 04/13/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Subm tted partly under NOA No.12-1005.02) 2. Glazing complies with 4,STM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Res urces � Manuel Per E. Product Control ExAmWer NOA No.17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@) (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Quanex Part Super Spacer® Standard by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 Thermal Conductivity 0.881 BTU - in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen -Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. 4. Quanex Part Duraseal® complying with ASTM C518 Thermal Conductivity 2.22 BTU -in/ hr.-W-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance- Pass, ASTM E 2189 LG. Durability -No Fog, ASTM E 546 Dew Point Development 20°F in 48 hrs. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014), dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7137, dated. 12/10/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. 4. Testing proposal issued by the Product Control Section, dated December 9, 2015, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No.15-0612.09, issued to PGT Industries, Inc. for their Series "SE-3550" Outswing Ahuninum Storefront Entrance Door w/wo Transom - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-54, titled "SE-3550 Aluminum Outswing Door (L.M.I.)", sheets 1 through 15 of 15, dated 05/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel r , P.E. Product Contr Exilminer NOA No.-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS w 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 AAMA 1304-02 and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05105/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 611 Edition (2017), dated 06/30/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying wi FBC O Edition (2017), " d ofno financial interest, dated June 30, 2017, issued by - arooq �,orpora io gned and sealed by Javad.Ahnnad, P.E. 2. Letter from owner of ersting NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that the current NOA issued -to PGT Industries, Inc. be rescinded, signed by A. Lynn Miller, P.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal #16-1434R, issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No.16-0421.10, issued to PGT Industries, Inc. for their Series "SE-3550" `3utswing .Aluminum Storefront Entrance Door w/wo Tr - L.M.I., approved on 06/02/16 and expiring on 01/17118. Manaei PAfe-4 P.E. Product Contro Ex iner NOA No. 1-1114.01 Expiration Date: January17, 2023 Approval Date: December 28, 2017 E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SE-3550 ODORS (WITH ADA THRESHOLD) NOT`A OVED FOR INSTALLATIONS WATER INFILTRATION RESISTANCE IS REQUIRED. SEE SHEET 6 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMONV2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A loan..niaaeualrr�uF65F_.IR,-NSSMiN_DtS(G}Fd75aANCHORSz,MTET•wmn ONLY. SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERAAS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRCVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE DRAWING AS FOLLOWS 1. SELECT SINGLE OR DOUBLE DOORS FROM SHEET 3 OR SINGLE OR DOUBLE DOORS WITH TRANSOM FROM SHEETS 4 & S. 2. SELECT GLASS TYPE FROM SHEET 2. 3, DETERMINE IF THE DOOR WILL BE INSTALLED IN AN OPENING WHERE THE WATER INFILTRATION RESISTANCE IS REQUIRED, SEE SHEETS 5 AND 6 FOR THRESHOLD TYPES AND LIMRATKINS. 4. SELECT LOCK OPTION, CORRESPONDING SIZES AND MAX DESIGN LOAD FROM SHEETS 11 AND 12. 5. SELECT ANCHORING CONDITION AND CORRESPONDING ANCHOR TYPE FROM SHEET B. 6 DETERMINE FINAL DESIGN PRESSURE FOR THE SYSTEM, TAKEN AS THE LOWEST OF ALL Dp VALUES OBTAINED. 7. FOR DOORS MULLED WITH CGI SS-3500 WINDOW WALL SYSTEM, SEE SEPARATE NOA FOR WINDOW WALL CAPACITY, DETAILS AND LIMITATIONS LOWER DESIGN LOADS FROM STEP 6 ABOVE OR WINDOW WALL NOA WILL APPLY. PRODUCT REVISED _ 70 aacumply vtit46ieFlmida —_ ""a COk th drnwing no. 9_, W 17-54 1/4" ANN. GLASS 1/4' HEAT STREN'D. GLASS 1/4' HEAT STREN'D. GLASS SILICONE 090' Intedayer SILICONE 090' Interlayar SILICONE 090' Irlterioyer DOW CORNING 995 DOW CORNING 9B3 SentryGlas By 'Kuroray America, Inc.' DOW CORNING 995 DOW CORNING 983 T o Ifol PVB By 'kumray America, Inc.' DOW CORNING 995 DOW CORNING 983 SentryGlas By Kumray Amerce, Inc.' DOW CDRNING 791 DOW CORNING 791 DUN CORNING 791 GE 7700 1/4' ANN. GLASS GE 7700 1/4' HEAT STREN'D. GLASS GE 7700 r1/4' HEAT STREN'D. GLASS i w = 3 I ,m 1n 22 S m 2 tO 22 2 i� 1 15 1 15 1 15 \ / \ / \ 1 21 21 21 I DOOR LEAF DOOR LEAF DOOR LEAF GLASS TYPE, 'A' GLASS TYPE 'B' GLASS TYPE 'C' ua row,1 5 r . Z m 3 i SIUGONE gS ` {wu ,ORNING 995 ;ORNING 983 p L a o g i p rj CORNING 791 iI GE 7700 I ! O� Opo U.Z �^` i p FBI _o p Q47 Tm��_ f53 21 TRANROM _ m or SILICONE N 1/4' ANN. GLASS 1/4" HEAT STREN'D. GLASS 1/4" HEAT STREMD. GLASS DOW CORNING 995 C SILICONE SILICONE SILICONE DOW CORNING 983 O Dow CORNING 995 .090' Interlayer DOW CORNING 995 090' kdericyer DOW CORNING 995 090" IMerlayer DOW CORNING 791 j i i z m �n DOW CORNING 983 1—SentryGlass DOW CORNING 9B3 T—Ifol PVB DOW CORNING 983 SentryGlae CE 7700 jl i i g NM DOW CORNING 791 By 'Kumray America, Ine DOW CORN 7791 700 By 'kuraray America, I=' DOW CORNING 7791 -' 'Ku -ray Americo. Inc.' I I I 0 3 M GE 7700 ' 1/4" ANN. GLASS 1/4` HEAT STREN'D. GLASS 1/4' HEAT STREN'D. GLASS i I i o L Z i i i 3O N 7/16' AIR SPACE 7/16` AIR SPACE 7/16' AIR SPACE 1/4- TEMP. GLASS 1/4' TEMP. GLASS 1/4" TEMP. CLASS m y V - " g s m 1r 1 M 22 I22 . 22 m GLASS `E' & 'F' e j 1 XL EDGE SPACER a: O I XL EDGE SPACER _ o ST D SPATEEL BY CER DINAL! o XL EDGE SPACER ¢ OR ` '\/ST. STEEL BY 'CARDINAL• lST. STEEL BY CAROLNAL' OR \ DRoRRASEAL BY 'QUANEIC' i DURASEAL BY 'QUANIX' 1 OURASEAL BY 'QUANIX' + , OR OR +'—' ' SUPER SPACER NXT SUPER SPACER NXT BY 'Q1IANDC SUPER SPACER NXT BY 'QUANEX' BY 'QUANDC BOOR LEAF OR I�Q2R LEAS OR D00 OR „ KOOISPACE 4SG TPS KODISPACE 4SG TPS CaLASS TYPED' KODIKOMMERUNG'SPACE 4SG TIPSSL•ASS TYPE 'E' aY 'KOMMERUNG' GLASS TYPE 'F' BY 'KOMME2UNG' Ory11 I1111 Ar GLAZING OPTIONS = b� � 1r, PRODVGT REawl VISED a+cwl+Gi�wiLh Ole lTarida :1'T— 3i � '� NOTE: AccwNo - GLASS CAPACITIES ARE E I ' I '• TEOF = drawing ` no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ...... op - AND'' �� �` W17-54 FLORIDA BUILDING COMMISSION By p�pmdlW �yi�/�� DECLARATORY STATEMENTDCA05—DEC-219 i rrr,,,,,L111 sheet 2 ofIS 9-7/8' SURFACE APPLIED FALSE MUNTINS MAY BE USED 51 1/2' MAX. OR FRAME WIC 38 1 D.L. 1 47 3 9-7/e' 3 7/8' SURFACE APPLIED FALSE MUNTINS MAY BE USED EI' :I 1:03 1 • 99 1/2' MAX. DOOR FRAME WIC MAX. HEAD 3- SILL I r`__Typ / I \ / 1 \ II I IT /t i \ / I \ II I 1 II 1 NO. OF ANCHORS AT MTG, SRLE ENDS ANCHOR U 0 9 HEIGHTS ABOVE 9 HEIGHTS TYPES 4 SHIM 8 SHIM 1 H SHIM 8 SHIM 2 SHIM e - - B 5 6 C 4 B B 7 s 11 B7 4 6 8 6 a 11 C1 4 5 i 6 5 6 7 1 I 1 I I 1 11 1 11 n I 11 • W L. 11 Iva r� II II u \ 11 I / 1 1 io INACTIVE 1 3 TAP. 16 1/2' le MAXEAD_ •HEAD/SILLH ss 1/2' TOTAL NO. OF ANCHORS AT MTG. STILE ENDS D.L. OPG. 47 3/4' ANCHOR FRAME HEIGHT TYPE UPTO 95 1 . AaOVE 80 IN. B 7 9 EAF WIDTH B 6 1 7 SINGLE DOORS LOAD CAPACITY - PSF DOUBLE DOORS TOAD CAPACITY - PSF DOOR DIMS GLASS TYPES 'B' & 'E' GLASS TYPES 'A' & 'D' CLASS TYP1:3 'C & 'p" DOOR DIMS. GLASS TYPES 'B' & 'E' GLASS TYPES 'A' & 'D' GLASS TYPES 'C' & T. i LEAF ECT.(+) ]MT.(-) EXL(+) INT.(-) EXT.(+) INT-H FRA MHEIGHT I LEAF IDa.(+) INT.(-) E%T.(+) INT.(-) DR.(+) INT.(-) WIDTH714IGHT WIDTH I HEIGHT WIDTH WIDTH HEIGHT 31-3/4' 97-3/4' 28- 95-3/8• 70,0 80.0 90.0 90.0 90.0 120.0 60' 97-3/4' 20-1/4' 95-3/8' 70.0 80.0 90.0 90.0 90.0 120.0 39-1/2' 84' 35-3/4' 81-5/8' 70.0 80.0 .0 90.0 90.0 120.0 75-1/2• 84' 35-3/4' 81-5/8' 70.0 80.0 90.0 90.0 00.0 120.0 1/2' 90' 35-3/47 87-5/8' 70.0 BOA - 86.9 B6.9 90.0 120.0 75-1/2' g0' 35-3/4' 87-5/8' 70.0 80.0 86.9 B8.9 90.0 120.0 98' 35-3/4' 93-5/8- 70.0 80.0 80.0 120.0 75-1/Y 98' 35-3/4' 93-5/8' 70.0 80.0 81.4 61.4 90.0 120.0 �39-HI/2' 97-3/4' 35-3/4' 95-3/8' 70.0 80.0 80.0 80.0 90.9 120.0 75-1/2' 97-3/4' 35-3/4' 95-1/8' 70.0 80.0 80.0 80.0 90.0 120.0 1/2' 120' 47-3/4' 117-5/8' - - - - 90.0 100.0 89-1/2' 120' 47-3/4' 117-5/8' - - - - 90.0 100.0 SEE SHEET 6 AND 7 FOR WATER INFILTRATION RESISTANCE AND POSITIVE(+) Dp LIMITS NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 11 I I II chi �Gt 0 t of 8 0 � �ZO ev SSEK / / // 11 II /� J � U \ v z 0 o w 3�•�& jj 0 in ;3 iit t I I CZ� ANCHORS AT DOOR MULLION i SEE SEPARATE NOA / FOR MULLION DETAILS-'� AND DESIGN LOAD LIMITS TO BE REVIEWED BY BLDG. OFFICIAL _G[ASS D.LO. FORMULAE: (DODR) D.LO. WIDTH = FRAME WIDTH - 13.0' (X DOORS) _ (FRAME WIDTH - 22.5-)/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 15.0' DOOR LEAF HEIGHT FRAME HEIGHT - 2.375' PRODUCTRBVISPD as ctmvl1'rn8 with 81e F1m4fa nU -M174114.81 ; OF '•�/� drawingno. D"�4 �� W17-54 3 7/8- 1 SURFACE APPLIED FALSE MUNTINS MAY BE USED 51 1/2- MAX. OR FRAME WIO 45 1/2" D.L OPG. 17-7/ MAX. OSILL G\ / I I I I� I✓ 1 I�� ,� I I / 'I� 11 11 1 II 1 I I I I I r r^\ B \ 1 ACTIVE I \ 36 1/2' D.L. OPO. 47 3/4' 75 1/2• MAX. DOOR FRAME WIDTH Iiy� 69 1/2' D.L. OPO. N0. OF ANCHORS Z g n 17-7/8' AT TRANSOM ENDS (2) ANCHORS 9_71e MAX. ANCHOR WITHOUT WRH °� t TYPES REINF. REINF. n e TYPE 'A', -Al' HEAD 16 1/2' A & 4 5 � q 3 7/B' LL MAX. o.IV•B1' ORB & B1 4 5 O "'C'. 'C1' AWLHEAD C & Ct 3 4HEAD/SIUL ys, SILL . CORNERS d+ p ��,, m ii itit .1 o H yr tl"h n ¢ 5 1 -IT - jyy1 a_� I -I C=--==-------- le`= I \ I u n 11 D = I/P E tit:' / i i \ mom � � 1 ii i/ !g mom". iiii H li \ o vC1 �Nj7 11 I iiii k' i� \\ 0it 'in 3"1!. I lilt m i U �g liltlilt 11 _ INACTIVF�� ACT- 41 C------"----------T` 11 SURFACE APPLIED 3' j rc FALSE MUNTINS Ttt'• m o MAY BE USED o 26 1/2' TOTAL N0. OF ANCHORS I D.L.OPG. AT MM STILE ENDS ANCHORS AT DOOR MULLION i u 35 3/4' 7M- UPiO 96 INMABOVE 9696 IN• SEE SEPARATE NOA w LEAF WIDTH 7 B 0 FOR MULLION DETAILS-'� LEAF WIDTH ELEVATION AND DESIGN LOAD LIMITS TYPICAL ELFl/8� 1 8 7 TO BE REVIEWED BY BLDG. OFFICIAL id _ c 0 NOTE: 0 11nuu FOR DOORS CAPACITY SEE SHEET 3. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACf(Y SEE CHART SHEEP 5. \�` �.••" 8F'•v'%ice = 4' LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART �$ WILL APPLY TO ENTIRE SYSTEM. monuarRmSBD _ 02 ascm,0ylnSaiibthe Fkdb Bw16in2 Code 17-1114601 S Acceptance No � 6apirut! nD+ie TE OF •((/ � drawing no. GLASS O.L.O. FORMULAE: (TRANSOM) �� •. A(OR14R%•�0��` W17-54 D.L.O. WIDTH FRAME WIDTH - 6.0' N D.LO. HEIGHT o TRANSOM HEIGHT - 6.0" I � c 1 1 SINGLE DOORS WITH TRANSOM CAPACITY - PSF FRAME WIDTH DOOR (HEIGHT TRANSOM HEIGHT WITfiOUT REINF. WITH REINF. EXL(+) INF.(-) EXL(+) INT.(-) 51-1/2' (X) 80, 12' '90.0 90.0 90.0 100.0 18' 90.0 00.0 90.0 100.0 24' 90.0 90.0 90.0 100.0 30, 72.0 60.0 72.0 80.0 36' 60.0 66.7 60.0 66.7 42' 54.7 60.8 54.0 60.0 51-1/2' (X) S4" 12• 90.0 90.0 90.0 100.0 18' 90.0 90.0 90.0 100.0 24' 00.0 90.0 90.0 En 30• 720 80.0 72.0 60.0 36' 60.0 66.7 60.0 66.7 51-1/2• (X) 96,8' 90.0 90.0 90.0 160.0 90.0 90.0 90.0 100.0 012" 4' 90.0 90.0 20.0 100.0 0' 72.0 80.0 72.0 1 80.0 51-1/2' (X) 96' 17" 90.0 90.0 00.0 100.0 18' 90.0 90.0 90.0 100.0 24" 90.0 90.0 90.0 100.0 51-1/2' (X) t0Y 12+ - - 90.0 100.0 1 18• - - 90.0 100.0 91-1/2' (X) 108' 1 12" - - 90.0 100.0 �FRAME WI I zN 5tE y � po 8 K i k DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME WIDTH DOOR HEGHT TRANSOM HEIGHT WITHOUT REDW. BSINF EXT.(+) INT.(-) EXL(+) •(-) 75-1/2' () B0. 12" 90.0 90.0 0 90.0 0 100.0 17-3/4' 90.0 90.0 24 - 10D.0 75-1/2' ON) 84 12' 90.0 90.0 90.0 100.0 18' - - 90.0 100.0 24 - 90.0 10D.0 75-1/2' t>� 90" le - I - 90.0 10D.0 18, - - 90.0 100.0 24" - - 90.0 100.0 75-1/2' 000 96" 12" - 90.0 100.0 18" - - 90.0 100.0 24 - - 90.0 100.0 75-1/2• (XX) 102" 12" - _ 90.0 100.0 18' - - 90.0 100.0 75-1/Z' 108" 12" - - 90.0 100.0 TRANSOM WITHOUT REINF. NOTE: FOR DOORS CAPACITY SEE SHEET 3. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. c m o� C 0 01 o Z O N 0 O C oxxcj E p N rM'1 n � Z V) U o ! �• lJllcl l 1 I I ........ , s NOIc PRODUCT RHVISPD _ S I ascandri+Bvvilbt5oF10sitn "dioB CO& • Apuna �Q OF ` drawing ` n0. W17-54 I i 23 38 I I � t I I I 24 34 CONCRETE EDGE dtST.a ". .TS'PICAL ANCHI SEE ELEV. APAPPR'D FOR SPACING FOR WATER INFILTRATION WATER NFILTRATION RESISTANCE LIMIT WX EXT. LOADS TO +20.0 PSF BUMPER THRESHOLD l'—IZ2" RISE APPR.D FOR WATER INFILTRATION RESISTANCE LDArr MAX. EXT. LOADS TO +50.0 PSF BUMPER THRESHOLD W/ 3" RISER APPIPD FOR WATER INFILTRATION RESISTANCE UMR NAX. EXT. LOADS TO +80.0 PSF PR06[JCT it73Y15PD e asmmplYtn6wiltrdmFTarid* $uifdiag Cads t9_.!!!A. 4mw or 41 OF' s drawing no. W 17-54 ice, TYPICAL ANCHORS WOOD BUCKS SEE Et".- FOR SPACING . 4e TYPICAL ANCHORS: SEE ELEV. FOR SPACING FTYpE 'A'- 1 /4D!A U TR ' BY I— ' (Fu-'177 KSI, Fym155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 113Y BUCKS INTO CONC. OR MASONRY 1-3/4' MIN, EMBED INTO CONCRETE (HEAD/JAMBS) p 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) w DIRECTLY INTO MASONRY 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2' MIN. t INTO WOOD STRUCTURE = 1" MIN. m ANCHOR U TO CL OISTANCE INTO CONCRETE = 3' MIN. INTO FILLED BLOCKS = 4" MIN. I TYPE 'B'- „L[4' DLA ULTRAC!YN BY 'ELCO` (Fu-177 1 51, a DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES in x INTO CONCRETE - 2-1/2' MIN. ' u'ANCHOR CL TO CL DICTAN • INTO CONCRETE = 3' MIN. INTO FILLED BLOCKS = 4_MEN._ — TYPE 'C'- .1/4' OLA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS . OR o INTO METAL STRUCTURES N (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) i (SIM IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I C j ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. ' WOOD AT HEAD OR JAMBS SG a 0.55 MIN. --I CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 20M PS MIN. METAL STRUCRIRES II TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING rTYPE —'Al'- ,F/16' O!A ❑LTRACON M r0' (Fu-177 KSI. Fy-155 KSI INTO WOOD STRUCTURES 2" MIN_ PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY RUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO !HOOD STRUCTURE = 1-1/4' MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3' MIN. L— . — . INTO FILLED BLOCKS - 4' MIN. — . — . _ . — . — . — — . — . — .� rTYPE `Bt'-6/18' D1A LILTRACON BY 'ELCO' (Fu-177 KSI, FY=155 KSI) DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2' MIN. ANCHOR CL TO CL DISTANQ INTO CONCRETE - 3" MIN. - L_ — INTO FILLED BLOCKS a 4"_ - — — — TYPE 'C7'- /16` DIA TEKS OR SET E DRILLING SCREWS (GRADE 5 CRIS) � INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL.• 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ANCHOR EDGE DLTANCES INTO METAL STRUCTURE = 1/2" MIN. L_.—.—.—.—.—.—. --- —.—...— .--I WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. it MIAMI-DARE COUNTY EDGE IjMULLION & MULLION DIST. N I SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. LG e1 . ?77 PRODUCT RBV1SED ". a6mwiYhdwFkTW TYPICAL ANCHORS SEE E1EV. FOR SPACING � m cl� 00a vl O w u o CN z aL5n- 3 C-4 n 0 M o CC Z n O-� N1 o� olP 5%� * -W.a OF drawing no. W 17-54 MAX. SHIM 1/4' SHIM 1/2• MAX. V5 v d o © 2 O SHIMS r w cps 12 TYPICAL ANCHORS SEE ELEV. FOR SPPLYNG e1bi 3 oZ 2 i 23 p0 C TYPICAL ANCHORSSEE AL •. ti FOR SPACING STRUCTURE 5 V G i 26 a g E LEAF WIDTH WOOD BUCK SINGLE DOOR FRAME WIDTH 'k�r"AYM!3:,'w2y'la.:. 1/2" MAX. atp•�A+4kY4'u *• LOCK OPTIONS '1 ^ v n i V a:ek" SEE SHEETS 11 dt 12 FOR DESCRIPTION AND /2' ANC• _' e^, SHIM © 5 �3t'^��. (� DESIGN L(U1D RATING v p � oo F W 0 W W — — 1Y � C 23 J7Y� m lull Mom° TYPICAL ANCHORS SEE ELF/. -- '. • TYPICAL AN 3 r7 n y n FOR SPACIN i I .._.._. _.. FOR SpAGNC C Z c „ _ _ -v _ 26 99 --- __J II _. ERTERiORiA I, 11-1.1nm-MT LOCK SEE FOR DESK lRiODTTC'F RR5RSf32 J as eetaplyiug wi1L fie F7v6An ^M44.01 E h do rTae '� ay !, de Product OP drawing ` no. W 17-54 LOCK OPTIONS: PANIC EXIT DEVICE OPTION #1: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH — 35-3/4 IN. MAX. DESIGN LOAD — +90 PSF —100.0 PSF ACTIVE & INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE # 5770 'REGENT HARDWARE' LOCATED AT 39' FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/8' PH MACHINE SCREWS (2) f'10 X 3/4' PH SELF DRIWNG SCREWS = 4 w dl _ IAIi� A=E \. j LEAF WIDTH SLABS AQnVF TwuTcxroRALLsues: d8'PULLWNUTCN f�� PUSH [I PANIC EXIT DEVICE OPTION #2: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD = +90 PSF -100.0 PSF ACTIVE k INI CTNFLEAF: CONCEALED V�..eT',Tf�ILL.aR0 PABG E(ITjDEVICE SERIES 3347 { } 9Yn••�YON DUP1ifN LOCATEDAT 'FASTENED'LEAF,;��WRH,aj -((2) 010-24 X 3/4' PH MACHINE SCREWS (2) 1/4-20 X 1' FH MACHINE SCREWS I / I / I / I x „ I nonvE \ LEAF WIDTH ALL SLABS ACINE ■ yq il TDeuALLSU165: se•AvoruOTLATC TCN PANIC EXIT DEVICE OPTION dd8: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = +90 PSF —100.0 PSF ACTIVE & INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXR DEVICE BY 'dACKSON PANIC SYSTEM' f1285 LOCATED AT 38' FROM SILL AT EACH LEAF. FASTENED WRH (2) 1/4-20 X 1/4' SOCKET SET SCREWS AND (3) 1/4-20 X 5/16- CONE HEAD MS / / ALL TOP UTdIFRt ALL Sues SLABS NSONWBOLT rCOBOLTOVmEBHIDCK AC' 7y&R'TNRO Z A b W w Qs o n 0 5 a A k �N_ .dog$ 3 �bu3�>L N U} eoTroMUTa IORALLsues: _.L e'1 : f'•'"1 V,11{11111!!!!A c UrTHROWSOLYL00EBLOCI( BOTTOM UT".AI FORALI 6' S:RTONIATL:N FDRALL91ABS9• 1Q'THROW BOLT lATf71 1Tne TIdF r PRODUCT RNiSED .. N j 7 � as mmPwiYL the FioddB 6eildnlg CSC ade ' . Acceplaaa l3o � •. .. v $ yimt1m Dst OF` wing no. FioRlcn,.• 17-54 BE0111R2D i0R000R rRAt@HEIGlIiSI '3S i. SA..'••••••"A��.\ ITEM / PART B REQD. DESCRB'TLON MATERIAL MANF./SUFPLtER/RHWJ= 1 195M 1 IDOOR FRAME HEAD 6063 T6 - 2 19505 AS REDO. FLAT SNAP 6063-TS - 3 10517 1 ADA THRESHOLD 6083-TS - 3A 19513 1 BUMPER THRESHOLD 6063-T6 -_ - 38 19514 AS REGO. BUMPER THRESHOLD COVER 6053-TS - __- 3C _ -19515 ' AS REGD. BUMPER THRESHOLD COVER OD63-T5 - 3D 19516 AS REGD. BUMPER THRESHOLD COVER 6O63-T5 4 19505 2 DOOR FRAME JAMB 6063-TS - 5 19520A 1/ LEAF LEAF TOP RAIL 6083-76 - 6 19521A 1/ LEAF LEAF BOTTOM RAIL 8063-TS - 6A CGL-5 I/ LEAF LEAF 10' BOTTOM RAIL 8063-TS +` 7 19522A t/ LEAF LEAF HINGE/LOCK STILE 6063-T8 - .,,-- 8 19524A i/ LEAF LEAF LOCK SDIE (INACTIVE) 6063-T6 - 9 19523A 1/ LEAF LEAF LOCK SRLE (ACTIVE) 6063-T6 - 1D 1.9622 AS REGD. LEAF ASTRAGAL 6063-TO - i0A y0 w 3/'4' A3 REGD. jASrR GAL FA'X:NE1r Al 3' FROM ENDS 0 1i' O.C. ST. STEEL FH SEL DRILLING SCREWS 11 AKO95SBL AS REGD. ACTIVE STILE W'STRIP ADAPTER 6063-T6 ULTRAFAB 12 19512 AS REGO. DOOR STOP 6063-78 - 12A 19534 AS READ. DOOR STOP COVER 6063-T6 - 125 #10 X 3/4' AS REGD. DOOR STOP FASTENERS, AT 3' FROM ENDS do 12' O.C. ST. STEEL PH SELF DRIWNG_ SCREWS - 13 19527 AS REGD, SHEAR BLOCK 6063-T6 - 13A 19519 AS REGD. BACKER PLATE, 7' LONG 6063-TO - 138 _ _ 19519A AS REGD. LOCK STILE REINF. FULL LENGTH 6083-T6 - 14 19564 AS REGD. LEAF W'SRHP ADAPTER 6063-T6 - 15 19525 4/ LEAF GIA71NG BEAD (LAM. GLASS) 6063 T6 - 15A 19526 4/ LEAF GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 15 19504 4/ LEAF GLASS STOP (LAM. GLASS) W83-TB - 16A 19518 4/ LEAF GLASS STOP (INSUL LAM. CLASS) 6063-TB - 17 19501 AS REGD. TRANSOM FRAME HEAD 6063-TO - 18 19502 AS REOD, TRANSOM FIN SNAP 6083-TO - 19 19507 AS REGD. TRANSOM BASE 6063-T6 - 19A #10 X 3/4' AS READ. BASE FASTENERS, AT 3' FROM ENDS & 8" O.C. ST. STEEL PH SMS 20 19510 AS REGO. TRANSOM REINFORCING 6063-T6 - 21 1652 2/ LITE SETTING BLOCK. 3/16' X 7/16' X 4' LONG EPDM AT 6' FROM EACH END. OUROMETER 85t5 21A 1704 2/ LITE SETTING BLOCK. 3/16" X 1-3/32' X r LONG IPOM AT 8' FROM EACH END, DUROMETE_R 85±5 22 13081 AS REGD. GLAZING WEDGE (DOOR) EPOM DUROMETER 65f5 SHORE A 22A 13144 AS REGD. INTERIOR GLAZING WEDGE (TRANSOM) EPOM DUROMETER 65±5 SHORE A 228 SIS23 AS REGD, DOERIOR GLAZING WEDGE (TRANSOM) SANTOPRENE DUROMETER 80t5 SHORE A 23M AS READ. BULB W'STRIPPING AT DOOR STOP SOFT PVC - 24AS REGO. FINSEAL PILE W STRIPPING WOOL - 25AS REGD. FINSEAL PILE W'SIRIPPING (ACTIVE LEAF) WOOL - 28AS REGD. BUR HINGES ST. STEEL REGENT 4001 26AAS REGD. SINCE BACKING PLATES 1/4' THK ALUMINUM - 268 AS REGD. HINGE INSTALLATION FASTENERS ST. STEEL FH SMS 27AS REGD. BUG SWEEP (OPRONAL) - - 27A 08 X 5/8' AS REDD. BUG SWEEP FASTENERS ST. STEEL PH SMS 28 012 X 1-1/2' AS REGD. FRAME ASSEMBLY FASTENERS ST. STEEL HWH SMS 29 5/16-13 X 1' AS REDD. LEAF ASSEMBLY FASTENERS ST. STEEL CARRIAGE BOLT 29A 5/16-18' AS REOD. LEAF ASSEMBLY FASTENERS ST. STEEL I Ha NUT 30 1/4' X 1-1/2' AS REGD. SHEAR BLOCK FASTENERS Sf. STEF1 FTi SELF Df6WNG SCREWS 31 6051 AS READ. THRESHOLD ANGLE (2' X 5' X 1/6' X 1-3/4' LONG) 6083-76 - 31A i8 X 3/8' AS REGD. ANGLE FASTENERS ST, STEEL. JFH SELF DRILLING SCREWS HINGES: 4-1/2' LONG FLUSH MOUNT STEEL. BUTT HINGES BY 'REGENT' AT 9" FROM TOP AND BOTTOM AND 26" O.Q. MAX. FASTENED WITH 12-24 X 1/2" PH MACHINE SCREWS FOUR PER WLSP(LFAF). SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. PROBUCFRSVISEO asaanpi ingwidlTEaFTn11da Building Coda Aucept&nce NO �%�l (¢, d Z �+ Q b w IL IL .9 Ogg o m W g I s �;N1FI. c a cfo spyy Rig N �IwD71i� lLZW- OF •'�40 drawing 9 no. I W 17-54 �3,893 1E8 1y6 1.749 TYP. 5.743 5 3.309 .874 1.686--� I 4.744 TOP RAIL p---3.542� I 7.7I50 1.725 L- _L .125 TYP.-' 1 4.824 _� 7 LEAF HINGE/LOCK STILELAM f--4.998 -1,814 f .062 t�ppp 700 1,000 1.742 -�• 2.749 L, �- 1t .630 !-- s30 I .725 .094 �I fs GLAZING BEAD D ® I EADS I--4.030 17 TRANSOM FRAME HEAD O50 �• 325 09 �• 1.121 .062 J 1 A00 1.39p !-- -'�' za __.�-.•a -.4_5r4 _..a 7 12 DOOR STOP t8 TRANSOM STOP tE TRANSOM FIN SNAP LAM. GLASS 610 '1 250 1.478 •••{ I-• .094 .225- I OSO� -- ` I'M 1�2058-� 1-� 1 1.121 1.000 3.308 �' I t DOOR STOP COVER j 1.333 I �.125 v 3.592 TRANSOM GLASS STOP TI� IRSUL LAM. GLASS 1'� 1.319E 1pG 19 TRANSOM BASE ,9� 4.540- .188 050 t.555 TTp• 13 SHEAR BLOCK 1.425 1223 .618 � 125 14 LEAF W STRIP ADAPTER .250 1.470 2p TRANSOM REWF. .531 tag BACKER PLATE LOCK STILE REINF. _C L �. r M41 ' `j11t111 t 17j' •`�•• •• " �i I 2.7912.921 PRODQCP 4ffi\plying th TD the Fiala Bw' d ng CodD 1�i.01 - AcceptsnDe E D[mf WTI Do ' I LA OF • ((/�� 2.239--Y 8Y '��i'�`••(•�•.Ft BP•.'���� Miami udePtoduet �A6s���'n,, ••''�1, `�� ap BUMPER THRESHOLD COVER �777j�L11111� {�� �Y 0 m m 3 i q a �° n gy�,p p ! q M 'S e}7 fit Y AND i Z mp = a W O�j N m mi C a go S. Z p C) w s r o c m o � ; NM'° O v"'i U o 2 _ 1 I t DOOR FRAME HEAD 1- .094 3664--• -.125 TYP. .344 F�•--.-_4.192� z FLAT SNAP LEAF 1.725 t` 1.750 6.875 •876 4.43E 6 LEAF 175 TIP' 5.859 I 6 LEAF LOCK STILE (INACTIVE) .063 • iiP Ij 1•---4.7J9--�1 3 ADA THRESHOLD -3.652- .125 M� 1.750 1.725 I 4.613 ----M O LEAF LOCK STILE (ACTIVE} 2 350 .083 .204 BOTTOM .2293 I� 3A BUMPER THRESHOLD -�I r .045� tt ACTIVE STILE W'STRIP ADAPTER IMOW 6+ 130 �' 8.99 1749� 125 TYP, 3.893 4 DOOR FRAME 18B .878 7.542 I 4.999 050 L �• 390 .z93 I� 2.032-•J THRESHOLD COVER c .aBUMPER P.- : JAMB 2.141 1.29� 063 1.421 TY• � 2.239 3c BUMPER THRESHOLD COVER d drawing no. W 17-54 a 1.100 �,159 .868 '-T .057 1a ASTRAGAL i--1.688--1 BOTTOM LEAF RAIL sheet 14 of 15 W E _Duc -rr m A#___•'/ LEAF @TrQ M mma