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HomeMy WebLinkAboutAPPROVED CGIC 3500(1)M IAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)__ www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25'1' Street Miami, FL 33172 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 Sectiop 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 "SS-3500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 and renews NOA# 16-0505.04 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. 17-1114.02 Expiration Date: January 17, 2023 i Approval Date: December 28, 2017 Page 1 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. 01) 2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, 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 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 NOA No. 12-1005.01) 2. Test reports on: 1) 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-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-S�n Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E130049 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 4 t . Manuel Pe E. Product Control xa iner NOA No. - 114.02 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 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/21/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E. ( `' Manuel ez, P.E. Product Contr Exa finer NOA N 1 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 6« Edition (2017), dated 07/13/17, 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. 164117.01 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 with FBC 6`" Edition (2017), and of no financial interest, dated July 13, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Ina 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 9164434R, 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. 16-0505.04, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I., approved on 06/02/16 and expiring on 01/17/18, Manuel P rez, E. Product Contro Exa iner NOA No. - 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-3 REINFORCING AS READ. SEE SHEET 4 FOR CAPACITY WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SEPARATE NOA FOR WINDOW CAPACITY LOWER RATING OF WINDOW OR �A E WINDOW WALL SYSTEM WILL CONTROL. 12-- _- II / II II11 K III II H III 12 / Il it I166II / \ i11111 II I T12p10 Uz¢3tj ZUUOJ ¢¢ W m w m a N m N Ow B ) In D.L. DEG. WIDTH�- SEE SHEET 3 II o 0 111 00z.8 0 1 I m 30- mmw // II Ur \ a¢ G wa0 I a f III. Hf-6 I �1111 4" MAX, —�i HEAD/SILL z,• _ ____� 13" MAX. CORNERS ��� �� HEAD MAX. MULLION SPACING DOOR MULLION ANCHORS WIDTH 'W' � SILL SEE SHEEP 4 SEE SHEETS 6 & 7 ,R SPACING CHART SERIES SS-3500 ALUMINUM STOREFRONT SYSTEM � � A, Alt B, Bt OR C, Cl —3 OR 4 AT EACH SIDE OF MULLION SEE SHEET 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (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 MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE 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 REVIEWED BY BUILDING OFFICIAL. D.L. OPG. WIDTH SE SHEET 3 ANCHOR SPACING AT FRAME JAMBS ANCHOR WIDTH 'W' UPTO 60" WIDTH 'W' ABOVE 60" TYPES 1 4" SHIM 3 8" SHIM 1 2" SHIM 1/4 " SHIM 3 8" SHIM 1 2" SHIM A 10-3 8" — 7-3/8 B 14-3 16" _ 10 _ — C 15-1 2" 11-3/16" — — A 13-1 2" 10-1 4" 8-7 4" 9-3/4" 7-1/2" 5-3 4" B1 16" 14-3 4" 8-1 4" 9-3/4" 7—i 2" 5-3 4" cl 18" 14-3 4 11-3 4 14-1 4 10-1 2 8-1 2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. I STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED 13" MAX. HEAD SILL DAYLITE OPENINGS SINGLE '0' PANEL: DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" �I INSTRUCTIONS: USE CHARTS AS FOLLOWS. I STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED 13" MAX. HEAD SILL DAYLITE OPENINGS SINGLE '0' PANEL: DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" �I N r � m zo 0 i n O w a I! o MID O = N F- o 3 M I J M '� n z 00 IJi n 3 o a I O � �Q w ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING I APPLICABLE AscE 7 STANDARD. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD (SHUTTERS ARE NOT REQUIRED, .°° 0 CAPACITY. 0 STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN r 4f SPACING AND HEIGHT USING CHARTS ON SHEET 4G°aGj9� THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. �1 NSA°.Oo STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD l.7 k - J35EL: N , 7® '2 SPECIFIED IN STEP 1 ABOVE. r, c pl}i K with clan fkrida STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 p=,,once 1 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED °° THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. ®�O�°.° Y YE OF �9® drawing9 no, STEP 6 FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER �° ®R7 DESIGN CAPACITY FROM STOREFRONT, WINDOW OR LOUVER ,-' e "r"dac4CWr°at E'd ®®® �0 ���o® W1 7-52 WILL APPLY. Jl._. B®®O O�pQ�g\®e`s Shee[ j Of j5 1/4" ANN. GLASS 1/4'" HEAT STREN'D GLASS SILICONE .090" Interlayer SILICONE .090" Interlayer SILICONE DOW CORNING 995 SentryGlas DOW CORNING 995 Trosifol PVB DOW CORNING 995 DOW CORNING 983 By 'Kuraray America, Inc.' DOW CORNING 983 By 'kuraray America, Inc.' DOW CORNING 983 DOW CORNING 791 DOW CORNING 791 DOW CORNING 791 GE 7700 1/4" ANN. GLASS GE 7700 1/4" HEAT STREN'D GLASS GE 7700 z r_ z z �a m mm N 6 �a IN II�� I I � I I I 0 7 0 1' / 0 GLASS TYPE `A' 1 /4" ANN. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" ANN. GLASS OW CORNING 995[7/11"SILICONE AIR SPACE D DOW CORNING 983 DOW CORNING 791� r1/4" TEMP. GLASS GE 7700 GLASS TYPE `B' 1 /4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE CORNING 995 F7/16" AIR SPACE DOW DOW CORNING 983 DOW COR IING77791 00� �1/4" TEMP. GLASS SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 w Il � 6 I \� �?7 g Ali lii I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' FOR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' GLASS TYPE `D' 1V1� fill cc JVVVVI 7 0 GLASS TYPE `E' I XL EDGE SPACER ST. STEEL BY 'CARDINAL' / OR DURASEAL BY 'QUANEX' OR PER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' GLAZING OPTIONS 1 /4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By Kuraray America, Inc.' 1 r1/4" HEAT STREN'D GLASS GLASS TYPE `C' /4" HEAT STREN'D GLASS .090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS r7/16" AIR SPACE �1/4" TEMP. GLASS � 7 0 w w \ SA GLASS TYPE `F' I 7 XL EDGE SPACER / OR STEEL BY 'CARDINAL' DURA OR SEAL BY 'QUANEX' � SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' O t 1gaX Ala€ EBosizizsx scoff.°-e,..e hb Y Pf issx iheie i^re9tea€ 00 m Z N W a � N ®alloIN W der rc z M 0 N rn U I N � M � L O M a- v O w a o � � C O = N o O � M — M N — ® n r cocoa `�® a LP IF �y2 drawinga no. W17-52 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'B' & `E' GLASS TYPES `A' & `D' GLASS TYPES 'C' & D.L.O. WIDTH D.L.O. HEIGHT EXi.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33-1/4" 35" 45-1/4" 47" 51-1/4" 57-1 /4" 69-1/4" 54-1/2" 70.0 80.0 80.0 60.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 77.2 86.8 115.8 62.2 77.1 71.1 71.1 80.0 106.7 56.0 64.0 64.0 64.0 72.0 96.0 56.0 64.0 64.0 64.0 72.0 96.0 33-1 /4" 35" 45-1/4" 47" 51-1/4" 57-1/4" 69-1/4" 66-1/2 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 77.2 86.8 115.8 62.2 77.1 71.1 71.1 80.0 106.7 56.0 64.0 63.9 63.9 72.0 96.0 - - - - 60.0 80.0 33-1/4 35 45-1/4" 47" 57-1/4" 57-1/4" 69-1/4" 78-1/2" 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 77.2 90.0 115.8 62.2 71.1 71.1 71.1 90.0 100.0 - - - - 90.D 100.G 75.0 83.3 33-1/4" 35" 45-1/4" 47" 51-1/4" 57-1/4" 69-1/4" g0-1/2" 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 - - - - 90.0 115.8 - - - - 90.0 106.7 - - - - 90.0 100.0 - - - - 75.0 83.3 33-1/4" 35" 45-1/4" 47^ 51 -1/4" 57-1/4" 102-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 115.8 - - - - 90.0 100.0 - - - - 90.0 100.0 33-1/4" 35" 45-1/4" 47" 51 -1/4" 114-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - 90.0 720.0 - - - - 90.0 100.0 - - - - 90.0 100.0 33-1/4" 35' 45-1/4" 4Y' 51 -1/4" 57-1/4" 1zs-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 � 100.0 - - - - 90.0 � 100.0 - - - - 90.0 100.0 - - - - 82.9 92.1 33-1/4" 35" 45-1/4" 47" 51-1/4" 138-1/Y' - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 100.0 - - - - 90.0 100.0 - - - - 90.0 100.0 D L.0 WIDTH D.L.O.WIDTH v N n Z m m i ®_ F M T zQ F W m I Q IL C Q: 00ti �o O ,,, N �: O ~ 0Uym �% OW`i d m � O 00 ® 03 WOcq O u7 Z Ulm O U(DQ .i W OM N m v U I } c M N Z L O Li p W K O � Fif - C O D- z y tr) 30 N M ¢ � N o Cz� 30 I O � U 0 w O J J r S 7 w = o_ 0 a O57-1/4 90.0 100.0 - U n H 0 3 3 GLASS o o w N m o ' v�Q� 3 O 4s complyieng'wnh else Feff' ¢ & ? ::ildsn^ Code r - Piyatian batsasaTEOf� �2p�\ drawing no. NOTE: ®�� ° °G®�a®�.°°° ��m GLASS CAPACITIES ON THIS SHEET ARE r�iam ieFe ae ��� W17-52 BASED ON ASTM E1300-09 (3 SEC. GUSTS). �,®®®�Qd1�®° e sheet 3 of 15 F x w o x i 0 o j /• MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'MS' MULLION 'M2' MULLION `M3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 120" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 100.4 90.0 119.2 - - 90.0 95.8 90.0 113.7 - - 75.3 75.3 8 ..4 89.4 - - 72.7 72.7 86.3 86.3 - - 67.0 67.0 79.5 79.5 - - 60.3 60.3 71.5 71.5 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 59-15/16" 132" - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 - - 68.3 68.3 - - 68.3 68.3 - - $49.949.9 66.7 66.7 - - 61.4 61.4 - - 55.3 55.3 24" 30" 36" 37-3/4" 48" 49-3/4" 144" - - 68.3 68.3 - - 68.3 68.3 68.3 68.3 68.3 68.3 68.3 - - 66.5 66.5 67.7 67.7 - - 52.3 52.3 53.2 53.2 51.4 51.4 MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'M1' MULLION 'M2' MULLION `M3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 60" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 72" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 82.6 82.6 90.0 120.0 90.0 120.0 68.8 68.8 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 84" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 74.8 74.8 90.0 120.0 90.0 120.0 72.2 72.2 90.0 120.0 90.0 120.0 66.5 66.5 90.0 120.0 90.0 120.0 59.9 59.9 90.0 120.0 90.0 120.0 49.9 49.9 90.0 102.5 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 96" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90'0 90.0 120.0 90.0 120.0 75.4 75.4 90.0 120.0 90.0 120.0 71.9 71.9 90.0 120.0 90.0 120.0 56.5 56.5 90.0 117.7 90.0 120.0 54.5 54.5 90.0 113.5 90.0 120.0 50.3 50.3 90.0 104.6 90.0 120.0 45.2 45.2 90.0 94.1 90.0 116.3 37.7 37.7 78.5 78.5 90.0 97.0 24" 30" 36" 37-3/4" 48•7 49-3/4" 54 it 50•' 72" 97-3/4" 90.0 90.0 90.0 120.0 90.0 120.0 87.1 87.1 90.0 120.0 90.0 120.0 72.6 72.6 90.0 120.0 90.0 120.0 692 � 69.2 90.0 120.0 90.0 120.0 54.4 54.4 90.0 113.5 90.0 120.0 52.5 52.5 90.0 109.5 90.0 120.0 48.4 48.4 90.0 100.9 90.0 120.0 43.5 43.5 90.0 90.8 90.0 111.9 36.3 36.3 75.7 75.7 90.0 93.2 24 It 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 108" - - 90.0 120.0 90.0 120.0 ! f f i I - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 118.2 90.0 120.0 - - 90.0 93.0 90.0 112.6 - - 89.7 89.7 90.0 108.6 - - 82.7 82.7 90.0 100.1 - - 74.4 74.4 90.0 90.1 - - 62.0 62.0 75.1 75.1 MULLION 'Ml' Ix IN�4 Sx IN 3 4.3185 1.724 MULLION `M2' Ix IN�4 Sx ALUMINUM 4.3185 1.724 'STEEL 3.4782 1.465 TOTAL i14.405 Ix ALUM + Ix STL X 2.9 MULLION 'M3 Ix IN"4 Sx IN"3 12.293 4.907 INTERMEDIATE r HORIZONTALS I (OPTIONAL) I I _______ _ W1 W2 W1 _ WIDTH (W) W1 + W2 AT FRAME MULLION 2 � MULLIONS M W j ®Z M W N 2 N a O oo�0 C) '1 N �cr LL 0ciw� 0 Oaoo0s N Q W 7 LL N J to v U N � Z0 L � O � O O w O x O 4 � N C O N 0 �- N N J J ®®Pei 0 'RUBtICT F.EVISLD N F s Tali wills t F 092 f 3ui?3i5g Cafe f t p �` o i7 e o ai n ®tit S PL OF drawing o no. ®� ®�l®�.°��� W 17-52 :�='�Y66�3C"+�RiF ®® �� .. ®®®®®®a��ALmilsheet 4 of 15 MULLION ANCHOR LOAD CAPACITY -PSF MULLION ANCHOR LOAD CAPACITY -PSF ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR CHOR TYPE 'C' SHIM SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM SHIM SPACE 1/4" MAX. SHIM 1/4" MA 4" MAX. SHIM (w) LENGTH (L) 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS WIDTH (w) LENGrH (y 6 ANCHORS 6 ANCHORS 6 ANCHORS HORS B ANCHORS EXT. (+) INT.INT.INT.INi.IM.INT.INT.IM.IM.--INT.za^1zo.o120.01zo.o1zo.o120.0120.02a'120.01zo.o120.0.0120.030" EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) if (+)EIR.WIDTH 36" 37-3/4` 48" 49-3/4" 54" 60" 60" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 120" 120.0 120.0 120.0 720.0 120.0 720.0 120.0 720.0 720.0 0.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 104.0 120.0 720.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 99.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 78.0 104.0 106.5 120.0 117.3 120.0 120.0 120.0 120.0 1200. 120.0 120.0 75.3 100.3 102.8 120.0 113.2 120.0 120.0 120.0 120.0 1200. 120.0 120.0 69.3 92.4 94.7 120.0 104.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 62.4 83.2 85.2 113.6 93.8 120.0 72" 104.0 120.0 120.0 720.0 120.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4 54" 59-15/16" 132" 68.3 68.3 68.3 68.3 68.3 68.3 24 30 36 37-3/4" 48 pp 49-3/4 54" 72" 120.0 120.0 120.0 120.0 120.0 120.0 68.3 68.3 68.3 66.3 68.3 68.3 120.0 120.0 120.0 120.0 720.0 120.0 68.3 68.3 68.3 683 66.3 68.3 120.0 120.0 120.0 120.0 120.0 720.0 68.3 68.3 68.3 68.3 68.3 68.3 120.0 120.0 120.0 120.0 120.0 120.0 68.3 68.3 68.3 68.3 68.3 � 68.3 120.0 120.0 120.0 120.0 120.0 120.0 68.3 68.3 68.3 68.3 68.3 68.3 120.0 120.0 120.0 120.0 120.0 120.0 63.0 68.3 68.3 68.3 68.3 68.3 115.6 120.0 120.0 120.0 120.0 120.0 56.8 68.3 68.3 66.3 68.3 68.3 60" 72 104.0 120.0 120.0 120.0 24" 30" 36' 37-3/4" 48" 49-3/4" 144" 68.3 68.3 68.3 68.3 68.3 68.3 86.7 115.6 118.3 0 120.0 68.3 68.3 68.3 68.3 68.3 68.3 24 30" 36" 37-3/4" 120.0 120.0 120.0 0 120.0 68.3 68.3 68.3 68.3 68.3 68.3 120.0 120.0 120.0 *120.0120.0 0 120.0 68.3 68.3 66.3 68.3 68.3 68.3 120.0 120.0 120.0 0 120.0 65.0 68.3 68.3 68.3 68.3 68.3 120.0 120.0 120.0 0 120.0 62.7 68.3 68.3 68.3 68.3 68.3 4g" 49-3/4" 54 60" 72" g4" 111.4 120.0 120.0 o 120.0 SEE SHEET 9 FOR ANCHOR DESCRIPTION 107.5 120.0 120.0 120.0 120.0 120.0 99.0 120.0 1200. 720.0 120.0 120.0 89.1 118.9 120.0 720.0 120.0 120.0 74.3 99.0 101.4 120.0 117.7 120.0 za° 30" 36" 37-3/4" 48" 49-3/4" 54" 60 72 96" 120.0 120.0 120.0 tzo.o 1zo.a 120.0 tzo.o 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 97.5 120.0 120.0 120.0 120.0 120.0 94.1 120.0 120.0 120.0 120.0 120.0 86.7 115.6 118.3 120.0 120.0 120.0 78.0 104.0 106.5 720.0 117.3 120.0 65.0 86.7 88.8 118.3 97.8 120.0 24 30 36 37-3/4 48 49-3/4" 54" 60 72" 108" 120.0 120.0 120.0 ! 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.6 120.0 120.0 120.0 120.0 120.0 110.2 120.0 120.0 120.0 120.0 120.0 86.7 115.6 11 g3 120.0 120.0 i 120.0 83.6 111.5 114.2 120.0 120.0 120.0 77.0 102.7 105.2 120.0 115.9 120.0 69.3 92.4 94.7 120.0 104.3 120.0 57.8 77.0 78.9 105.2 86.9 115.9 �� U N I n00 ® Z M IQ ZQ W (0 1 2 a a a a u o O o o U Q IL I ® W N 3 �aF, Q U N r ci ®O�M0 ®e®aIt ° w x ® In"o N Y 19 Z W N Lo O z U1� M o� I J Z M a W O < W A i F 3 w w N rn n m U Z C O v} 3 Z p L O a O w O w p It a Z C =N o N N J 3 M a J o CZI� p o O �a N p . 0 �I m ANCHORS 0a i®p448(OdI906p® 5 o m �e ow� �r D AH4f ®0Ai n a s ® .8 5D �Kor)� I REVUSED m e � .on,niyanS uriHT R3;e C+'Pca�9;a ° ° m :3 o s Acc�manc� No q, ia. .Daze' 15Z®r0 4[®t� drawing no. W17-52 -Pmdv cdz CA OFF Em� U N n M / _®� 4 1N zQ W dC � m Op cio O N m lz La h a O UNM V R a � x i G O a. 0 0 cop O N wa wzn: o CD O Q J W A F m v U C N N z p L O O O w X O � a =N o Z W n pNPoo M o O z� M 3 O 0 _O� FIFFIFFIFF v� (J p Q � U LJ 0 U N ri C U o m 0 OFF` r i b m I 1fY£38 'n PEA 6Il@F¢6T3a}2 =�(. o jj a tt g C` de p p m o o m 1i 3 s th. ce INC J 7 fl/�°• c G m "+ .cn Date ®�^ .1 �m a H �® drawing no. o��S OB ,e W17-52 ce P ndud Ect om%t� ®' sheet 5.1 of 15 MULLION ANCHOR LOAD CAPACITY -PSF MULLION ANCHOR LOAD CAPACITY -PSF ANCHOR TYPE ANCHORS 'A1' ANCHORS `B 1' ANCHOR TYPES 'A1' ANCHOR TYPES 'A1' & `B1' ANCHOR TYPES 'C1' ANCHOR TYPE ANCHORS 'A1' ANCHORS 'B1' ANCHOR 'Ai' & TYPES 'B1' ANCHOR TYPES 'A1' & 'B1' ANCHOR TYPES 'C1' 1/4" MAX. 1/4" MAX. I/4" MAX. 1/2" MAX. SHIM SPACE 1/SHIMS. 1/SHIMS 3/8" MAX. S DOOR MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM1' MULL 'DM2' MULL 'DM3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 80" - 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 81.7 81.7 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 84" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 88.4 88.4 90.0 120.0 90.0 120.0 73.7 73.7 90.0 115.6 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 96" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 51.5 1 81.5 90.0 120.0 90.0 1200. 78.7 78.7 90.0 120.0 90.0 120.0 72.5 72.5 90.0 115.7 90.0 120.0 65.2 65.2 90.0 104.2 90.0 120.0 54.4 54.4 86.8 86.8 90.01 100.6 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 97-3/4" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 77.2 77.2 90.0 120.0 90o 120.0 74.5 74.5 90.0 120.0 90.0 120.0 68.7 68.7 90.0 111.3 90.0 120.0 61.8 61.8 90.0 100.2 90.0 116.1 51.5 51.5 83.5 83.5 90.0 96.7 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 108" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 90.0 120.0 - - 90.0 1101.0 90.0 j 116.8 - - 90.0 97.4 90.0 112.7 - - 89.8 89.8 90.0 103.8 - - 80.8 80.8 90.0 93.4 - - 67.3 67.3 77.9 77.9 24" 30" 36" 37-3/4" 48" 49-3/4"89.5 54" 60" 120" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 107.1 90.0 120.0 - 90.0 117.9 - 90.0 92.8 2]t 89.5 - 82.5 82.5 - -1 74.2 WIDTH (W) = W7 + W2 2 MULLION 'DMl Ix IN"4 Sx IN�3 5.580 2.60 MULLION 'DM2' Ix IN"4 Sx IN�3 10.750 4.30 ANCHORS AT DOOR MULLION SEE SHEET 5 / 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA -N, _------- H p 71iII\ I� II / IIIII \ II IIII / II I II \ II illl II � V , II 11 II , II I Ili \\ Ili i li // Ili \ Ijlj / II IIF----�jI�II,, I �t -- ---I WIDTH (W) = zi + 42 MULLION 'DM3' Ix IN�4 Sx IN�3 12.759 5.10 3" 'CGI WINDOWS' -n.P ENTRANCE DOORS SEE SEPARATE NOA I+ I I II / II II II II � II III/ II II 2 W2 ANCHORS AT DOOR MULLION SEE SHEET 5 {-lei7?JUC""4' Is..E\%ISM s ..;ca��p;fang cv;;hy6ie�pPlas'sri.a x�cren4zuisz `"`; JLf Umtc I DOOR MULLIONS 3 4®699 GP BAP® 11 4 U N u1 I n ®Z MW a N � N d �6 a O p ` p O QWe-0 a U G � o Q WZ z � LL N � O (r �rog W U I } � M � L O a- O � c OSNo �A 0 F °oe E0 °°�Cg�® drawinga no. RB®�.�o�� W17-52 Ga° 1esheet 6 of 15 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM2' MULL 'DM3' NOMINAL DIMS. MULL 'DM2' MULL 'DM3' WIDTH (W2) INCHES "ME HEIGHT INCHES DOOR HEIGHT INCHES EKf (+ ) . INT(-) EXT.(+) M. I (-) WIDTH (W1) INCHES WIDTH (W2) INCHES RNE HEIGHT INCHES DOOR HEIGHT INCHES E7R (+ ) INT.(-) EXT.(+) 24 104 80 90.0 120.0 75-3/4 24 104 90 90.0 120.0 90.0 120.0 30 90.0 115.3 30 90.0 120.0 90.0 120.0 36 90.0 108.5 C 36 90.0 117.5 90.0 120.0 37-3/4 90.0 106.6 37-3/4 90.0 115.3 90.0 120.0 48 90.0 96.9 48 90.0 103.9 90.0 120.0 49-3/4 90.0 95.5 90.0 110.9 49-3/4 90.0 102.1 90.0 118.5 54 90.0 92.0 90.0 106.9 54 90.0 1 98.2 90.0 113.9 60 87.6 87.6 90.0 101.8 60 90.0 93.1 90.0 108.0 24 110 90.0 106.3 90.0 120.0 24 110 90.0 113.9 90.0 120.0 30 90.0 99.8 90.0 115.9 30 90.0 106.3 90.0 120.0 36 90.0 94.0 90.0 109.2 36 90.0 99.7 90.0 115.6 37-3/4 90.0 92.5 90.0 107.4 37-3/4 90.0 97.9 90.0 113.6 48 84.3 84.3 90.0 97.9 48 88.7 88.7 90.0 102.8 49-3/4 83.0 83.0 90.0 96.5 49-3/4 87.2 87.2 90.0 101.2 54 80.1 80.1 90.0 93.1 54 84.0 84.0 90.0 97.4 60 76.4 76.4 88.7 88.7 60 79.8 79.8 90.0 92.6 24 116 90.0 93.2 90.0 108.3 24 116 90.0 98.0 90.0 113.6 30 87.6 87.6 90.0 101.8 30 90.0 91.7 90.0 106.4 36 82.7 82.7 90.0 96.0 36 86.2 66.2 90.0 100.0 37-3/4 81.3 81.3 90.0 94.5 37-3/4 84.8 84.8 90.0 98.3 48 74.3 74.3 86.3 86.3 48 77.0 77.0 89.3 89.3 49-3/4 73.2 73.2 85.0 85.0 49-3/4 75.8 75.8 88.0 88.0 54 70.7 70.7 82.1 82.1 54 73.1 73.1 84.8 84.8 60 67.4 67.4 78.3 78.3 60 69.6 69.6 80.7 80.7 24 120 85.9 55.9 90.0 99.8 24 120 89.5 89.5 90.0 103.8 30 80.9 80.9 90.0 93.9 30 83.9 83,9 90.0 97.3 36 76.3 76.3 88.7 88.7 36 79.0 79.0 90.0 91.6 37-3/4 75.1 75.1 87.3 87.3 37-3/4 77.6 77.6 90.0 90.1 48 68.7 68.7 79.8 79.5 48 70.7 70.7 82.0 82.0 49-3/4 67.7 67.7 78.6 78.6 49-3/4 69,6 69.6 80.7 80.7 54 65.4 65.4 76.0 76.0 54 67.1 67.1 77.9 77.9 60 62.4 62.4 72.5 72.5 60 64.0 64.0 74.2 74.2 24 104 84 90.0 120.0 90.0 120.0 75-3/4 24 104 1 96 90.0 120.0 90.0 120.0 � p J Q H = CD w = EC 0 In S p w W 0] ZO F g Z 30 90.0 118.8 90.0 120.0 30 90.0 120.0 90.0 120.0 36 90.0 111.5 90.0 120.0 36 90.0 120.0 90.0 120.0 37-3/4 90.0 109.5 90.0 120.0 37-3/4 90.0 120.0 90.0 120.0 48 90.0 99.2 90.0 115.2 48 90.0 110.2 90.0 120.0 49-3/4 90.0 97.7 90.0 113.4 49-3/4 90.0 108.2 90.0 120.0 54 90.0 94.1 90.0 1 109.2 54 90.0 103.8 90.0 120.0 60 89.4 89.4 90.0 103.8 60 90.0 98.0 1 90.0 113.6 24 110 90.0 108.8 90.0 120.0 24 110 90.0 120.0 90.0 120.0 30 90.0 101.9 90.0 118.4 30 90.0 112.4 90.0 12 ..0 36 90.0 95.9 90.0 111.3 36 90.0 105.0 90.0 120.0 37-3/4 90.0 94.3 90.0 109.4 37-3/4 90.0 103.0 90.0 119.3 48 85.7 85.7 90.0 99.5 48 90.0 92.7 90.0 107.4 49-3/4 84.4 84.4 90.0 98.0 49-3/4 90.0 91.1 90.0 105.6 54 81.4 81.4 90.0 94.5 54 87.6 87.6 90.0 101.5 60 77.5 77.5 90.0 90.0 60 83.0 83.0 90.0 96.2 24 116 90.0 94.7 90.0 110.0 24 116 90.0 1025 90.0 118.8 30 88.9 88.9 90.0 103.3 30 90.0 95.7 90,0 110.9 36 83.8 83.8 90.0 97.3 36 89.6 89.6 90.0 103.9 37-3/4 82.4 82.4 90.0 95.7 37-3/4 88.0 88.0 90.0 102.0 48 75.1 75.1 87.3 87.3 48 79.6 79.6 90.0 92.3 49-3/4 74.0 74.0 86.0 86.0 49-3/4 78.4 78.4 90.0 90.8 54 71.5 71.5 83.0 83.0 54 75.4 75.4 87.4 87.4 60 68.1 68.1 79.1 79.1 60 71.6 71.6 83.0 83.0 24 120 87.0 57.0 90.0 101.1 24 120 90.0 92.9 90.0 107.6 30 81.8 81.8 90.0 95.0 30 86.8 86.8 90.0 100.E 36 77.2 77.2 89.6 89.6 36 81.5 81.5 90.0 94.5 37-3/4 75.9 75.9 88.1 88.1 37-3/4 BOA 80.1 90.0 92.8 4g 69.3 69.3 80.5 80.5 48 72.6 72.6 84.2 84.2 49-3/4 68.3 68.3 79.3 79.3 49-3/4 71.5 71.5 82.9 82.9 54 65.9 65.9 76.6 76.6 54 68.9 68.9 79.8 79.8 60 62.9 62.9 73.0 73.0 60 65.5 65.5 75.9 75.9 N0. OF ANCHORS AT DOOR MULLION ANCHOR NPES 1/4" SHIM 3/8" SHIM 1/2" SHIM A 11 B 8 C 7 - - A1 8 11 13 B1 7 11 13 C1 6 8 9 DOOR MULLION LOAD CAPACITY - PSF Lu IL Lu NOMINAL DIMS. MULL 'DM1' MULL 'DM2' MULL 'DM3' WIDTH (W7) INCHES WIDTH (W2) INCHES F E HEIGHT INCHES DOOR HEIGHT INCHES EXT (+) INT. (-) EXT.(+) INT. (-) EXT. + ( ) NT.(-) 75-3/4 24 97-3/4 80 90.0 93.3 90.0 120.0 90.0 120.0 30 87.2 87.2 90.0 120.0 90.0 120.0 36 81.7 81.7 90.0 120.0 90.0 120.0 37-3/4 80.3 80.3 90.0 120.0 90.0 120.0 48 72.7 72.7 90.0 114.2 90.0 120.0 49-3/4 71.5 71.5 90.0 112.3 90.0 120.0 54 68.9 68.9 90.0 108.2 90.0 120.0 60 65.4 65.4 90.0 102.8 90.0 119.4 MULLION `DMl' Ix IN"4 Sx IN" 3 5.580 2.60 MULLION 'DM2' Ix IN"4 Sx IN" 3 10.750 4.30 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA -------------- I /IIIIII\ / I \ F II IIIII w II / IIIII \ 2 IIIII \ w II/ IIIII I IIIII II Ii I W2 N0. OF ANCHORS AT DOOR MULLION ANCHOR TYPES 1/4" SHIM 3/8" SHIM i/2" SHIM B 7 - Bt 6 9 12 S O s'RC�i7.1CT R.EJ(sri :; camsPlpir=P vv;7't StT6 D` �;aal��eeG�se 9-�159-.�2 -�epla0ce ivtl p,. x�ira .on Date &L Pa-Trd�Ct C MULLION 'DM3' IX IN�4 Sx W 12.759 5.10 u1 _ � r N !n Z L 10 O N � N C Q N M 3 O 0 I O � Q � DOOR MULLIONS a I� a �1P H OF ,��® drawing a no. ®�. a W 17-52 4 /A000��ae1A®` sheep TYPICAL ANCHORS SEE ELEV. FOR SPACING I < O c O B w) a a a o o z F o x w 1KS 0 WOOD BUCKS =x N y N w 1 N TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. . S © I 2 \N W © I I TYPICAL ANCHORS a o SEE ELEV. - FOR SPACING v vTYPICAL ANCHORS LEDGE DIST. SEE ELEV. v. FOR SPACING D EDGE I 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. r N N N \ w CIRCULAR OR ANGLED FRAMES <ur,urT sir; dssa.r� � m U I C Q M O � N C ox M UZL`� o I off.. U � � o� 592 F LPOG °°�9�® ;drawing no. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC, OR MASONRY \_ 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4 it MIN, EMBED INTO FILLED BLOCKS (JAMBS) 0 N DIRECTLY INTO MASONRY 1-3/4" MIN, EMBED INTO FILLED BLOCKS (JAMBS) rn ANCHOR EDGE DISTANCES < INTO CONCRETE AND MASONRY = 2-1/2 it MIN. INTO WOOD STRUCTURE = 1" MIN. F � ANCHOR CL TO CL DISTANCE INTO CONCRETE " 3MIN. INTO FILLED BLOCKS = 4" MIN. [TYPE 'B'- iAlf DIA ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) <r DIRECTLY INTO CONCRETE 1-3/4 it MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 T a [TYPE 'C' 0 r a L — ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CPS) NTO MIAMI-DADE COUNTY APPROVED MULLIONS OR NTO 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) METAL STRUCTURES EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING jIMIAMI-DADE COUNTY APPROVEDII EDGE I j MULLION & MULLION ANCHORS 11 DIST. I SEE SEPARATE NOA I I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'Al'- 5/16" CIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' rn INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. } c THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) zo i 0 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) w O w w DIRECTLY INTO MASONRY 0 1-3/4 it MIN. EMBED INTO FILLED BLOCKS (JAMBS) N ANCHOR EDGE DISTANCES z m INTO CONCRETE AND MASONRY = 2-1/2" MIN. 3 Nrro tO INTO WOOD STRUCTURE = 1-1/4" MIN. a 'a �� N ANCHOR CL TO CL DISTANCE 0 3 0 li 'n o INTO CONCRETE = 3" MIN. "' INTO FILLED BLOCKS = 5" MIN. — 0 (9 p Q — U �PE 'B1'-5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4 it MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. ml� ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLOCKS = 5" MIN. YPE 'C7'-5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 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) ANCHOR EDGE DISTANCES I I INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. ANCHOR EDGE DISTANCES I INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. �s �;mPtying wikh rJ�: Fdlrifix w NO n 0 a drawing no. W17-52 of H TYPICAL A SE FOR SHIM N SEE SHEET 1 0 w � I I 0 w TYPICAL ANCHORS a SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/2" MAX. ST �1 DIA. BOLT WITH NUT 1/2" MAX. SHIM TYPICAL ANCHORS SEE SHEET SEE ELEV.� FOR SPACING yl 11 . Ezo�uc� E�avtsEt� srap:gang wik�'r fdw; F'%c��G ®®�octio J N v U z i 'a � o � O � Ow x O � � 3 J O M "> 0 'sOIF °�KJi2u® drawing9 no. Em� U N N I SEE SEPARATE NOA FOR DESIGN LOAD REINFORCING CAPACITY OF DOORS AND DOOR ANCHORS. Z m AS READ. ® F, M W SEE SHEETS 6 & 7 LOWER VALUES FROM DOORS NOA W FOR CAPACITY O 2 2 N °- K OR STOREFRONT SYSTEM CAPACITY CHARTS a Q f WILL APPLY TO ENTIRE SYSTEM. w N m 3 y N OM l Fli vq MIAMI-DADE COUNTY APPROVED p > M II LARGE MISSILE IMPACT RESISTANT TRANSOM A� a FOF Q 0 j II Q W ��Z0N _ I rr_ W M LL M F==m____-_-____a O .. Fj 5 EXTERIOR rn J � D.L. OPG. } z (n N C l O 0 L O w W x 0 0 ofW © �N O = N o 3 Z U)Lo ------------- �I ? 3 Nto ri 4 MIAMI-DADE COUNTY APPROVED 1 r - LARGE MISSILE IMPACT RESISTANT DOOR 3 o W o 11 vNi U' p a J II I I --- -- —------T---------- ----------- Ell -----------L EXTERIOR D.L. OPG. [cO C�T 0JC'T REVISED^w*AisPymg with the Fl aate �•, L�®IE �i2a drawing9 no. o3zctnn ®®®®e✓op��Ne°AaLt�\\®\ sheet 11 of 15 to U 0 0 0 c TYPICAL ANCHORS SEE ELEV. FOR SPACING O 2 � W � N \ w coi3,v!ymg with dh FEmda e e S TE OF . ° �. N N I n ®Z MW zz cq p®w 1 Z N � a C N O ®fin M W N MM o sy� K O O W Y IN Z N e M � N J � U C Z tll u� L O M � O 1— W W x 0 G � O S N o NJ M 0 1 0 0 � o a drawing no. W17-52 FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MULLIONS 5 REFER TO APPLICABLE CHARTS ON SHEETS 3 & 4. I r Z M n OZ M� a h w ((3 IL I Q IL Z N :2 IL O O O III iI ® W N ci iii lii 4 O 0 �'w m lil �0�r ro o B1 s �0 yy� �0 W x Z 0 N wo M LL N G Z III02 W I7 Q J L Ii i(�/ I ill I��I III c m II H L O FI O 2 II O W II /�I III pw a Of WIDTH (W) = W1 v'-i v F- AT w III w FRAME JAMB _ W2 + W3 rn N z , o WIDTH (W) = 2 3 c� AT FRAME MULLION a U rn TYPICAL INSTALLATION OF LOUVERS IN THE WINDOW WALL SYSTEM o C I� / III a Ci USE ALUMINUM LOUVERS HOLDING CURRENT NOA o 3 Z o III aoo po— n o i1i/��i Iiii zoz vNi C9pQ Yi 11 xz U •-� III I I/�I III U1=Z I I Yi/ i l II OQ¢ III o w¢ 1 E 1 REINFORCING AS READ. IIIlow o 11 IY/� II awn 1 2" MAX. SEE SHEET 4 g w FOR CAPACITY i y�I II �w� SHIM i0 ULIP,F, ddSE°D w �I .sc �r 3y,lrg v?n +&he Elea II SEE SHEET 1 ( II 2 1.1 1.1 3.1 w-``{,ta:wr� bate 0 2" iaL2 E�FUQtPCP C(Yp Lei i r— L� J____ _ _ _ __-_- a AL RS F 2 \NN TYPI FOR ESPACOIN + I II__J__________ i_-#J________ ®®1�CCOI Cgs®®sd _ r 0 l x I T r1 C1--------- �® D ® n STRUCTUR r—�___ _______ __ ____,—, ,.� --------------- LOUVER WIDTH EXTERIOR o Q m o N u TYPICAL ANCHORS e I W1 W2 ®�Q TTR®IF �9�® drawinga no. FOR SPACING ®✓� a SEE ELEv. , ��c®�aD��o� W17-52 EDGE DIST.®'®g�A�®®\®` sheet 13 of 15 h x w A E B1 E N w x D1 W O I E1 C1 W1 W2 W3 0 I �lo � O c \ FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES 2. FRAME HEAD/SILL/JAMB 1A CIRCULAR OR ANGLED FRAMES 4.799 8 1.653 .094 nP. ANCHOR CHANNEL CIRCULAR OR ANGLED FRAMES � 094 I�-- 4.192 -�I FLAT SNAP t _�I .453 1.453 Y 9� 094 J TYP. 125 - 3.626 FIN SNAP 4.192 .453 094 nP. MODIFIED FIN SNAP MODIFIED FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 19501 AS REOD. FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 - 1.1 19501 AS READ. MODIFIED FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 - 1A 19572 AS REgD. FRAME HEAD/SILL/JAMB (CIRCULAR OR ANGLED FRAMES) 6063-T6 - 1B 19571 AS READ. ANCHOR CHANNEL (CIRCULAR OR ANGLED FRAMES) 6063-T6 - 2 19505 AS REOD. FLAT SNAP 6063-T6 - 3 19502 AS READ. FIN SNAP 6063-T6 - 3.1 19502 AS REOD. MODIFIED FIN SNAP 6063-T6 - 4 19503 AS READ. INTERIOR GLASS STOP (LAM. GLASS) 6063-T6 - 4A 19504 AS REOD. INTERIOR GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - 48 19573 AS REOD. INTERIOR GLASS STOP (CURVED GLASS) 6063-T6 - 5 19509 AS REOD. MULLION REINFORCING 6063-T6 - 5A 19532 AS READ. MULLION REINFORCING STEEL A36 6 13144 4/ LITE INTERIOR GLAZING SPACER (DUROMETER 65t5) SHORE A EPDM - 7 61823 4/ LITE EXTERIOR GLAZING SPACER (DUROMETER SOfS) SHORE A SANTOPRENE - 8 - 2/ LITE SETTING BLOCKS (LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER BOt5 SHORE A SA - 2/ LITE SETTING BLOCKS (INSUL. LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 80f5 SHORE A 9 #12 X 2" AS READ. ASSEMBLY FASTENERS ST. STEEL PH SELF DRILLING 10 #6 X 1-5/6" AS READ. GLASS STOP FASTENERS, AT 2-1/2'" FROM ENDS & 13-1/2" O.C. ST. STEEL PH SELF DRILLING 11 19506 AS REOD. DOOR MULLION 6063-T6 - 11A 19510 AS READ. DOOR MULLION REINFORCING 6063-T6 - 118 19528 AS READ. DOOR MULLION REINFORCING 6063-T6 - 1.521 1.125 � �1.749� .188 -d 1.223 � 1.076 697 i .187 .125 nP. .183 3.357 4.751 188 4.750 3.893 4.999 4.540 4.549 125 OMULLION REINF. 5A MULLION REINF. a DOOR MULLION 11A DOOR MULLION REINF. 11B DOOR MULLION REINF. 2.908 2.185 .06;� .062 nP. nP. 1.121 ��-0 1.121 1 �2.863�I �2.140� INT. GLASS STOP LAM. GLASS INT. GLASS STOP INSUL LAM. GLASS - +, , y , ,�-.,.e �,. ,. �� V N I r � j ®Z M W a N Q � � N � a a N o � y o � o � a y N v 00 � U N r � ui .i a'K�M o ®alp .oi �Q/ y y� m ��zgN W > LL � Z o � M �yyQ� w m � � rn J � v !) 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