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HomeMy WebLinkAboutCGIC Storefornt window 3500MIAMI ADE MIAMI-DADECOUNTY 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) v .miamidade.2ov/economv CGI Windows and Doors, Inc. 10100 NW 2511 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 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 "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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is 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 Approval Date: December 28, 2017 Pagel 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-511 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 E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econom--i-cy Resources (RER). 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 1. 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. 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 2411.33.1, 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. 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 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 916-1434R, 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. 16-0505.04, 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 x z c LL 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 ----- a[[ arimo rav�.n�ra SPACING CHART SERIES SS -3500 ALUMINUM STOREFRONT SYSTEM A, Al, 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). 1 B 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. ANCHOR SPACING AT FRAME JAMBS ANCHOR D.L. OPG. WIDTH 60" TYPES SE7 SHEET 3 1/4" SHIM —__ -- 'I 1 1/2" SHIM A 10-3 8" 10 7-3 8" — — B F O N drawing no. 70 7 C 15-1/2" w U K W — Q U w 13-1/2" 10-1/4 -1 B-1/4 9-3Z4 III II H /7 iiii 11 / 16" W Q N O W / 5-3 4" III 12 18" 14-3 4 1 11-3/4 1 14-1/4 _16--_172— 8-1/2" li 11 / \\�\ m K II I mmmX 116611 / \ 111111 �o C c 8 12 \ If'll III \III it I oz¢3 tj u�o a w mow w v o / N il\ O D.L. OPG. WIDTH�- SEE SHEET 3 II o 0 00\z .S II 30_ mtea¢ G go a Ngo 4" MAX. 13" HEAD/SILL z,• (__ CORNERS ��� �� HEAD SILL MAX. MULLION SPACING \ DOOR MULLION ANCHORS SEE SHEEP 4 WIDTH 'W' SEE SHEETS 6 & 7 a[[ arimo rav�.n�ra SPACING CHART SERIES SS -3500 ALUMINUM STOREFRONT SYSTEM A, Al, 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). 1 B 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. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT, WINDOW OR LOUVER WILL APPLY. 4" MAX. HEAD/SILL CORNERS 13" MAX. HEAD SILL DAYLITE OPENINGS SINGLE 'O' PANEL: DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. ANCHOR SPACING AT FRAME JAMBS ANCHOR D.L. OPG. WIDTH 60" TYPES SE7 SHEET 3 1/4" SHIM D 1 1/2" SHIM A 10-3 8" 10 7-3 8" — — B F O N drawing no. 70 7 C 15-1/2" w U x W — Q U w 13-1/2" 10-1/4 -1 B-1/4 9-3Z4 N sN wm a / 16" W Q N O W / 5-3 4" C1 18" 14-3 4 1 11-3/4 1 14-1/4 _16--_172— 8-1/2" m K mmmX �o C c 8 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT, WINDOW OR LOUVER WILL APPLY. 4" MAX. HEAD/SILL CORNERS 13" MAX. HEAD SILL DAYLITE OPENINGS SINGLE 'O' PANEL: DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. ANCHOR SPACING AT FRAME JAMBS ANCHOR WIDTH 'W' UPTO 60" WIDTH 'W' ABOVE 60" TYPES 1/4', SHIM 3/8SHIM 1 1/2" SHIM 1/4" SHIM 1 3/8" SHIM 1 1/2" SHIM A 10-3 8" — — 7-3 8" — — B 14-3/16" O N drawing no. 70 C 15-1/2" — — 11-3/16" — — A1 13-1/2" 10-1/4 -1 B-1/4 9-3Z4 7-1/2- 5-3 4" B1 16" 14-3 4" 6-1 4" 9-3 4" 7-1 2" 5-3 4" C1 18" 14-3 4 1 11-3/4 1 14-1/4 _16--_172— 8-1/2" INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT, WINDOW OR LOUVER WILL APPLY. 4" MAX. HEAD/SILL CORNERS 13" MAX. HEAD SILL DAYLITE OPENINGS SINGLE 'O' PANEL: DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. :-:,z a LT ks. VSSEL` C:if!rC �gU>•S6Rfl IN .70 .2 o a ;S,Jti['b}5�`�b..'M'`"d ,p� .tt34L it%1A�W Pbb 01 1 p(} `o v Y 8 ".;<r•is aticr:2 Dste LIST4E®IF O N drawing no. Frodact Ccrat�'d ONQL g®�\ sheet j of 15 I I � rr / 0 1 ' / O w w � / GLASS TYPE 'A' 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 ow M nig M m I I � rr / 0 1 ' / O w w � / GLASS TYPE 'A' GLASS TYPE `B' 1/4" ANN. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' ANN, GLASS SILICONE DOW CORNING 995 [1/4" AIR SPACE DOW CORNING 983 [1/11" DOW CORNING 791 GE 7700 r1/4" TEMP. GLASS GLASS TYPE `B' SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 w z z M z M �?7 0 7 0 x 6A / w � GLASS TYPE 'D' I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' 70 Uv cc 0 x w � GLASS TYPE 'E' I XL EDGE SPACER ST. STEEL BY 'CARDINAL' / OR DURASEAL BY 'QUANEX' OR SUPER 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 x7/16" AIR SPACE X1/4" TEMP. GLASS � 7 \ 0 x \ SA w GLASS TYPE 'P' I 7 XL EDGE SPACER / OR STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' O fJl wiz z}pi�� s aping `, the EB[o�s}izia Pq rf 1aSA T:�2:tE t°tL'�SIa€ Z m ®z Z N QW (L 2 N a C N 0 O N tj M W dor to In :' ® ut ll op X z M 0 01a< + 00IaI W O N LL���m OR W M rn J la `� 10 Q N � M N � 0592 LE Ofd�y2 drawing no. #� W17-52 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 995 AIR SPACE DOW CORNING 983 F7/16" DOW COR IING7701 �1/4" TEMP. GLASS SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 w z z M z M �?7 0 7 0 x 6A / w � GLASS TYPE 'D' I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' 70 Uv cc 0 x w � GLASS TYPE 'E' I XL EDGE SPACER ST. STEEL BY 'CARDINAL' / OR DURASEAL BY 'QUANEX' OR SUPER 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 x7/16" AIR SPACE X1/4" TEMP. GLASS � 7 \ 0 x \ SA w GLASS TYPE 'P' I 7 XL EDGE SPACER / OR STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' O fJl wiz z}pi�� s aping `, the EB[o�s}izia Pq rf 1aSA T:�2:tE t°tL'�SIa€ Z m ®z Z N QW (L 2 N a C N 0 O N tj M W dor to In :' ® ut ll op X z M 0 01a< + 00IaI W O N LL���m OR W M rn J la `� 10 Q N � M N � 0592 LE Ofd�y2 drawing no. #� W17-52 D L.0 WIDTH D.L.O.WIDTH v N r PL, i ZQ I O13 bc"1ym 0oW�l of 0- 7 oi 6.® 1 C a i ®0� WOO u7 Z N O 1 O ro Um W OM W N m J � U m � � N Z L O� p W K w O U) C D- O z yN�n 3 N O J O rl n o Cz� 30 0 _ O: vN C9 p Q O U r w O J J Q r S U w = o_ D n O - I U S 0 3 3 GLASS o w m 0 O .xi, ,1 °®bh VO B9 Bg®®® c O ® N cc P--ODUCTP.EIVISFL1 0 'a 0 1 s complying hunk alse'L`';:s & ? Saildin 1& �3 { ®filed c�® m mya.tion Date ®',° ATS OF ^°�2p� drawing no. NOTE: ®�� ° ° �GO�a®�°°°° off; GLASS CAPACITIES ON THIS SHEET ARE rA amveE e ��e°® W17-52 BASED ON ASTM E1300-09 (3 SEC. GUSTS). F x w_ 0 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS 'B' TYPES & `E' GLASS TYPES & GLASS TYPES & 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" 51-1/4" 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 - - - - 90.0 100.0 - I - - - 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" 57-1/4" 114-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - 90.0 720.0 - - - - 90.0 100.0 - - - - 90.0 100.0 _ 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 r PL, i ZQ I O13 bc"1ym 0oW�l of 0- 7 oi 6.® 1 C a i ®0� WOO u7 Z N O 1 O ro Um W OM W N m J � U m � � N Z L O� p W K w O U) C D- O z yN�n 3 N O J O rl n o Cz� 30 0 _ O: vN C9 p Q O U r w O J J Q r S U w = o_ D n O - I U S 0 3 3 GLASS o w m 0 O .xi, ,1 °®bh VO B9 Bg®®® c O ® N cc P--ODUCTP.EIVISFL1 0 'a 0 1 s complying hunk alse'L`';:s & ? Saildin 1& �3 { ®filed c�® m mya.tion Date ®',° ATS OF ^°�2p� drawing no. NOTE: ®�� ° ° �GO�a®�°°°° off; GLASS CAPACITIES ON THIS SHEET ARE rA amveE e ��e°® W17-52 BASED ON ASTM E1300-09 (3 SEC. GUSTS). F x w_ 0 x 2 0 o MULLION DESIGN LOAD CAPACITY - PSF _ NOMINAL DIMS. MULLION 'MS' MULLION 'M2' MULLION 'M3' INTERMEDIATE HORIZONTALS (OPTIONAL) (, N lm�m 1 MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'M1' MULLION 'M2' MULLION 'M3 WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 24" - - 90.0 120.0 30" - - 90.0 120.0 36" - - 90.0 100.4 37-3/4" - - 90.0 95.8 48" 120" - - 75.3 75.3 49-3/4" - - 72.7 72.7 54" - - 67.0 67.0 60" - - 60.3 60.3 24" - - 68.3 68.3 30" - - 68.3 68.3 EXT.(+) INT.(-) 90.0 120.0 90.0 120.0 90.0 119.2 90.0 113.7 89.4 89.4 86.3 86.3 79.5 79.5 71.5 71.5 68.3 68.3 68.3 68.3 i. i. ------- ------- �, �, % ------- -- = w j, �, n co 3 M � ® Z "� m 1 Q 2 ? N p Otj M O 0 L L C F LL ®�Hn (� 0 My ..{ S M O 0 4 O O 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" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 30" 36" 37-3 ' / 4 36" 37-3/4" 48" 132" - - 68.3 - - 68.3 - - 62.2 68.3 68.3 62.2 68.3 68.3 68.3 68.3 68.3 68.3 W1 W2 W1 N N O Q W y _ U. o QO2 S 90.0 90.0 90.0 120.0 90.0 120.0 90. 0 90. 0 90.0 120.0 90.0 120.0 48" 49-3/4" 54" 72" 49-3/4" 54" 59-15/16" - - 60.1 - - 55.3 - - 49.9 60.1 55.3 49.9 66.7 61.4 55.3 66.7 61.4 55.3 WIDTH (W) = AT FRAME MULLION Wl t W2 2 Z M 4 w Q w 0) 90.0 I 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 60" 24" - - 68.3 68.3 68.3 68.3 68.8 68.8 90.0 120.0 90.0 120.0 72" 30" 36" 37-3/4" 144" 48" 49-3/4" 1 - - 68.3 - - 68.3 - - 66.5 - - 52.3 - - 50.5 5A 3 1 68.3 68.3 66.5 52.3 50.5 1 3 68.3 68.3 67.7 53.2 51.4 1 68.3 68.3 67.7 53.2 51.4 5 3 m U C N Z L o 0 0 M 0 w 0 OIr 4 N c N N o 01-0 N N m J �+ 0 r�'7 M 0 Z n 3 DO oM _ N Q 0 ¢ J 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" 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 54" 60" 72" o MULLION 'Ml' 3 Ix IN -4 Sx IN" 3 ¢ 4.3185 1.724 N = MULLION 'M2' -Sx IN" 3 ALUMINUM 1.724 'STEEL 1.465 TOTAL n14.4O5 Ix ALUM + Ix STL x 2.9� MULLION 'M3' Ix IN -4 Sx IN"3 12.293 4.907 50.3 50.3 90,0 104.6 90.0 120.0 FF 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" 90.0 90.0 90.0 120.0 90.0 120.0 87.1 87.1 90.0 120.0 90.0 120.0 36" w 10 72.6 72.6 90.0 120.0 90.0 120.0 37-3/4" 692 69.2 90.0 120.0 90.0 120.0 = 46" 49-3/4° 97-3/4" p 03 N N 54.4 54.4 90.0 113.5 90.0 120.0 52.5 52.5 90.0 109.5 90.0 120.0 54" = 48.4 48.4 90.0 100.9 90.0 120.0 43.5 43.5 90.0 90.8 90.0 111.9 60" 72" 3 Z w L" 3 O g 0 Z _ ?R - Cy ti Cam„1jg W1QU fw ' '3x.1?3iag Cafe -.,ro ano.a I3afie - MULLIONS ®®Wy1¢9VV96j I o` E 92 o m ®�O�° S PL Ofd�i2 p w o 36.3 36.3 75J 75.7 90.0 93.2 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 o - - 90.0 120.0 90.0 120.0 o " n a` v drawing no. - - 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 ANCHOR TYPE SHIM SPACE WIDTH (w) LENGrH (y 24" MULLION ANCHOR LOAD CAPACITY -PSF ANCHOR TYPE 'A' ANCHOR TYPE 'H' 1/4" MAX. SHIM 1/4" MAX. SHIM 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. - IM. - IM. - INT. - 120.0 120.0 120.0 120.0 ANCHOR TYPE 'C' 1/4" MAX. SHIM 6 ANCHORS B ANCHORS EXT. (+) EXT. (+) INT. - INT. - 120.0 120.0 U N I n 0 % ® Z M IQ ZQ W (0 1 2 N a jL u o 0:000 MULLION ANCHOR LOAD CAPACITY -PSF ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' SHIM SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM WIDTH (w) LENGTH (L) 6 ANCHORS 8 ANCHORS 6 ANCHORS B ANCHORS 6 ANCHORS 8 ANCHORS EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. - INT. - INT. - INT. - IM. - INT. - za^ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 30" 120.0 720.0 120.0 120.0 120.0 120.0 U 0 wN 36" 37-3/4` 48" 49-3/4" 54" 60" 72" 60" 36" 37-3/4" 48" 49-3/4" 54" 60" 24" 30" 36" 37-3/4" 120" 104.0 99.2 78.0 75.3 69.3 62.4 68.3 68.3 68.3 68.3 120.0 120.0 104.0 100.3 92.4 83.2 68.3 68.3 68.3 68.3 720.0 120.0 106.5 102.8 94.7 85.2 68.3 68.3 68.3 68.3 720.0 120.0 120.0 120.0 120.0 113.6 68.3 66.3 683 68.3 120.0 120.0 117.3 113.2 104.3 93.8 68.3 68.3 66.3 68.3 1200. 120.0 120.0 120.0 720.0 120.0 68.3 68.3 68.3 68.3 Q 3 _ w _ Y O S O �IL aF. Q U N r ci ®°O - M O 0(L OQN .3 aapp ® In (n O WZLL N N � z IAS m 0 z m W W 0)i F 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 104.0 120.0 120.0 720.0 120.0 120.0 24" 30" 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 48" 132" 68.3 68.3 68.3 68.3 68.3 � 68.3 3 48" 49-3/4" 54" 60" 72" 72" 120.0 120.0 120.0 120.0 120.0 120.0 49-3/4" 54" 59-15/16" 24" 30" 36' 37-3/4" 48" 49-3/4" 744" 68.3 63.0 56.8 68.3 68.3 68.3 68.3 65.0 62.7 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 68.3 66.3 68.3 68.3 SEE SHEET 68.3 68.3 66.3 68.3 68.3 68.3 68.3 68.3 68.3 9 FOR 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 68.3 68.3 68.3 68.3 ANCHOR DESCRIPTION Z w w GO Z O 3 CL Z - N J � ° U C Z 0 p L O of O W O w p F- a C = N o N N M J Q Q J o C Z p o I _p C) n V p Q J 120.0 120.0 120.0 120.0 120.0 120.0 115.6 120.0 120.0 120.0 120.0 120.0 104.0 120.0 120.0 120.0 120.0 120.0 86.7 115.6 118.3 120.0 120.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 84" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.4 120.0 120.0 120.0 120.0 120.0 107.5 120.0 120.0 120.0 120.0 120.0 99.0 120.0 1200. 120.0 120.0 120.0 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" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12o.o 120.0 120.0 720.0 120.0 120.0 120.0 720.0 37-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 97.5 120.0 48" 96" 49-3/4" 54" 60" 72" 0 120.0 120.0 94.1 120.0 120.0 120.0 86.7 115.6 0 120.0 120.0 78.0 104.0 0 117.3 120.0 65.0 86.7 3 97.8 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 108" 120.0 120.0 0 120.0 120.0 120.0 120.0 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 1163 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 A88.81 c 0 NI m ANCHORS C m ;'R(sT3tJ""�§ Iie: ✓d,k♦P1,LT wl a C'od - .g y 'ar2ePmdtai%rn ®p44870d0906p® 3 `�eAH4fa ®0'® s m� °v o� e om°�5��. e `®e °°A®ee��oQ�t�®\® �. o Q m n n 0 y L W17-52 sheet 5 of 15 49-3/4" 54" 60" 72" 0 120.0 120.0 94.1 120.0 120.0 120.0 86.7 115.6 0 120.0 120.0 78.0 104.0 0 117.3 120.0 65.0 86.7 3 97.8 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 108" 120.0 120.0 0 120.0 120.0 120.0 120.0 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 1163 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 r z M / _®� ,1Q ZQ W 1 CZ N d C N 0 O O ` p O j N xmx o h LL O ONM V R a 0 - O o O IL O Q cip Z O N wall 0 din: o O 2 m C1 W W A F m J N ti C N N z Q L O o_ O O F- L- X W O 0 =N o Z W L pNM o O z� M 3 O 0 _O� v� U p Q J c 0 U N ri C 0 0 m o As ® N O ¢ > ceaaaruiyYaag w'PAa She F4ortda a(. e m ai o n uil'Am Code Jpa�pp pp pp . :ic:vnthace NcsJ!`P>�, p�v° s .cn Date µ+ C . ® OO �°° gATC� H _ °��® drawing no. .fie®RI®�°°°°�o�e W17-52 E aceP�auceCe ®®���00�9�I�t��®' sheet 5.l of 15 MULLION ANCHOR LOAD CAPACITY -PSF MULLION ANCHOR LOAD CAPACITY -PSF ANCHORS ANCHORS ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES ANCHORS ANCHORS ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES ANCHOR TYPE 'Al `B l' 'A1' & 'B1' 'Al' & `B1' 'Cl, ANCHOR TYPE 'Al' 'B1' 'Al' & 'B1' *Al' & 'B1' 'Cl, 1/4" MAX. 1/4" MAX. I/4" MAX. 1/2" MAX. SHIM SPACE 1/4" MAX. 1/SHIM 3/8" MAX. SHIM 1 1/4" MAX. 1/2" MAX. SHIM SPACE SHIM SHIM 3/e" MAX. SHIM 1/2" MAX. SHIM SHIM SHIM /2" MAX. SHIM SHIM SHIM 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 6 ANCHORS EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) �lz . (+) WIDTH (W) LENGTH (L) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) WIDTH (w) LENGTH (L) INT. - INT. - INT. - INT. - IM. - INT. - INT. - INT. - INT. - IM. - INT. - INT. - IM. - INT. - INT. - INT. - 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 30" 120.0 720.0 120.0 120.0 98.7 120.0 120.0 120.0 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 120.0 120.0 104.4 120.0 82.2 709.7 120.0 720.0 � 37-3/4" 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 37-3/4" 120.0 120.0 99.6 120.0 78.4 104.6 120.0 720.0 30 48" 60"' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 120" 102.9 120.0 78.3 104.4 61.7 82.2 120.0 117.5 4 49-3/4" 120.0 120.0 120.0 120.0 719.0 120.0 120.0 120.0 49-3/4 99.3 116.4 75.6 100.8 59.5 79.3 720.0 107.6 0 54" 120.0 120.0 120.0 120.0 709.7 120.0 120.0 120.0 54" 91.5 107.2 69.6 92.8 54.8 73.1 120.0 99.1 ~ S 60" 120.0 120.0 120.0 120.0 98.7 120.0 720.0 120.0 60" 82.3 96.5 62.7 83.6 49.3 65.8 719.9 89.2 (0 LJ 72" 120.0 120.0 104.4 120.0 82.2 109.7 120.0 120.0 24" 66.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 = tr 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 30" 68.3 68.3 68.3 66.3 66.3 68.3 68.3 68.3 p 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 = 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 0 37-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 132" 68.3 68.3 68.3 68.3 56.1 68.3 68.3 68.3 3 48'" 72" 120.0 120.0 120.0 120.0 102.8 120.0 120.0 120.0 49-3/4" 68.3 68.3 68.3 68.3 54.1 68.3 68.3 68.3 Z W 49-3/4" 120.0 120.0 120.0 120.0 99.2 120.0 120.0 120.0 54" 68.3 68.3 63.3 68.3 49.8 66.5 68.3 68.3 W 54" 120.0 120.0 116.0 120.0 91.4 120.0 120.0 120.0 59-15/16" 66.3 68.3 57.0 68.3 44.9 59.9 68.3 68.3 DO 60" 120.0 120.0 104.4 120.0 82.2 109.7 120.0 120.0 24" 68.3 66.3 68.3 68.3 68.3 68.3 68.3 68.3 Z 72" 114.3 120.0 87.0 116.0 68.5 91.4 120.0 120.0 30" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 O 24" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 36" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 66.3 g 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 68.3 68.3 68.3 68.3 65.4 68.3 68.3 68.3 O a 36" 120.0 120.0 120.0 120.0 117.5 120.0 120.0 120.0 48" 144" 68.3 68.3 65.3 68.3 51.4 68.3 68.3 68.3 w 37-3/4" 120.0 120.0 120.0 120.0 112.0 120.0 120.0 120.0 49-3/4" 68.3 68.3 63.0 68.3 49.6 66.1 68.3 68.3 Z 48" 84" 120.0 120.0 111.9 120.0 88.1 117.5 120.0 120.0 49-3/4" 120.0 120.0 108.0 120.0 65.0 113.4 1z0.0 120.0 SEE SHEET 9 FOR ANCHOR DESCRIPTION 54" 120.0 120.0 99.5 120.0 78.3 104.4 720.0 120.0 60" 117.6 120.0 89.5 119.4 70.5 94.0 120.0 120.0 72" 98.0 114.9 74.6 99.5 58.7 78.3 120.0 106.2 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 120.0 120.0 120.0 120.0 102.6 120.0 120.0 120.0 37-3/4" 120.0 120.0 120.0 120.0 98.0 120.0 120.0 720.0 48" 96" 120.0 120.0 97.9 120.0 77.1 102.8 720.0 120.0 49-3/4" 120.0 120.0 94.5 120.0 74.4 99.2 120.0 120.0 54" 114.3 120.0 87.0 116.0 68.5 97.4 120.0 120.0 60" 102.9 120.0 78.3 104.4 67.7 82.2 120.0 111.5 72" 85.8 100.5 65.3 87.0 51.4 68.5 120.0 92.9 24" 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 109.7 120.0 120.0 120.0 36" 120.0 120.0 116.0 120.0 91.4 120.0 120.0 120.0 f�N CHdRs 37-3/4" 48" 49-3/4" 54" 60" 72" 108" 120.0 120.0 110.7 120.0 87.7 116.2 120.0 120.0 114.3 120.0 87.0 116.0 68.5 91.4 120.0 120.0 110.3 120.0 84.0 112.0 66.1 88.2 120.0 119.5 101.6 119.1 77.4 103.2 60.9 81.2 120.0 110.1 ' 91.5 107.2 69.6 92.6 54.8 73.1 120.0 99.1 76.2 89.3 58.0 77.4 45.7 60.9 110.9 82.6 DOOR MULLION DESIGN LOAD CAPACITY - PSF 'CGI WINDOWS' NOMINAL DIMS. MULL 'DMI' 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 1 90.0 120.0 90.0 1200. 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 90.0 720.0 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"1 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 81.5 81.5 90.0 120.0 90.0 120.0 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 90.0 100.6 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 90.0 120.0 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 90.0 120.0 - - 90.0 1101.0 90.0 116.8 - - 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" 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 - - 90.0 102.2 90.0 117.9 - - 80.3 80.3 90.0 92.8 - - 77.5 77.5 89.5 89.5 - - 71.4 71.4 82.5 82.5 - - 64.3 64.3 74.2 74.2 W7 + W2 WIDTH (W) = 2 MULLION 'DM1' 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 71 II \ II II I III / II I II \ II II illi II I I I III I I \ III I I I If /II \\ III I I // III II ...------L- -----�' WIDTH (W) = 21 + 42 MULLION 'DM3' Ix IN -4 Sx IN53 12.759 1 5.10 3" 'CGI WINDOWS' �'T,(p ENTRANCE DOORS SEE SEPARATE NOA H?-- -I+ I I L------; ---- � /u II / II II II II / II II � II II III/ II I II II \ \ II \ II I \ II WIDTH (W) = W7 2 W2 ANCHORS AT DOOR MULLION SEE SHEET 5 F`i OUILICT PEVISFD as rem;Aymg:with qIe kuridm <« t,,AwlcNG 17-t ik D2 _Ty yn Dmtc J6y�P/1, DOOR MULLIONS ,3 4®6DA GP BAP® AHS®®®ee r M (} N � a No 7 59 84 CEOF �g�® drawing no. W17-52 A 1e�®` sheet 6 of 15 WIDTH 75-3/4 75-3/4 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF 1/4" SHIM NOMINAL DIMS. MULL 'DM2' I MULL 'DM3' NOMINAL DIMS. MULL 'DM2' MULL 'DM3' B WIDTH (W2) INCHES "ME HEIGHT INCHES DOOR HEIGHT INCHES EM+. IM. ( ) INT (-) EXL(+) (-) WIDTH (W1) INCHES WIDTH (W2) INCHES U E HEIGHT INCHES DOOR HEIGHT INCHES + E7R ( ) INE(-) ERE(+) IM.(-) 7 24 104 80 90.0 120.0 90.0 120.0 75-3/4 1 24 104 1 90 90.0 120.0 90.0 120.0 90.1 30 90.0 115.3 90.0 120.0 30 90.0 120.0 90.0 120.0 36 90.0 108.5 90.0 120.0 36 90.0 117.5 90.0 120.0 90.0 115.3 90.0 120.0 37-3/4 90.0 106.6 90.0 120.0 37-3/4 48 90.0 96.9 90.0 112.6 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 85.9 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 79.8 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 1 120.0 cs L -I p J Q H = CD w = p In S p 3 w w 0] O 1-- g 0- 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 90.0 109.2 54 90.0 103.8 90.0 1120.0 60 89.4 89.4 90.0 103.8 60 90.0 98.0 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 90.0 120.0 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 90.0 179.3 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 90.0 102.5 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 1 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 87.0 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 90.0 100.6 36 77.2 77.2 89.6 89.6 36 81.5 815 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 48 48 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 NO. OF ANCHORS AT DOOR MULLION ANCHOR TYPES 1/4" SHIM 3/8" 1/2" SHIM SHIM A 11 - B 8 - - C 7 - Al 8 11 13 B1 7 11 13 Cl 6 8 9 MULLION 'DM1' MULLION 'DM2' MULLION 'DM3' 15.5804 S 2.60 IN -3 10.750 Ix IN -4 IS 4.3IN 0 3 12.759 X IN -41S 5.10 3 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA ----------------- I / I \ F �I VIII Z II VIII \ w II/ VIII VIII < W2 NO. OF ANCHORS AT DOOR MULLION ANCHOR TYPES DOOR MULLION LOAD CAPACITY - PSF 3/8" 1/2" SHIM SHIM B 1 7 - NOMINAL DIMS. MULL 'DM1' MULL 'DM2' MULL 'DM3' WIDTH (W1) INCHES WIDTH (W2) INCHES E E HEIGHT INCHES DOOR HEIGHT INCHES E M (+) IM. (-) EXT (+) INT. (-) + EXT. (+) ) M.(-) 75-3/4 24 97-3/4 80 90.1 93.3 90.0 720.0 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 'DM1' MULLION 'DM2' MULLION 'DM3' 15.5804 S 2.60 IN -3 10.750 Ix IN -4 IS 4.3IN 0 3 12.759 X IN -41S 5.10 3 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA ----------------- I / I \ F �I VIII Z II VIII \ w II/ VIII VIII < W2 NO. OF ANCHORS AT DOOR MULLION ANCHOR TYPES 1/4" SHIM 3/8" 1/2" SHIM SHIM B 1 7 - Bt 1 6 9 12 W1 U� V N N I r co �Lu z® DZ F MM tryiQ Q Lu [L ME OO`No Op jNI IL ®RU N Zd O u eN C M O ®d®®e 0 N N O Q w � W N W N - o Z M' 0 W � W T W J y1 U i C (r N Z 0 L O O F- O 0_ N F- c: C ME 3 Eli J O r n o O Z N M 3 O O I _ O � UpQJ DOOR MULLIONS o s'RC,17'.)CT R.EJISCr i�un,jmg Code camsPapir=P vvi7e't S'IT6(Lpp`?0�q 111p Ac eptmce No p,. -jrm ion --de Pa-crd�ct C .� M a ® N K 7 E9 o a ° a �T H OF drawing drawing no. RI W 17-52 /AaooaeAA®` sheep 1KS SY WOOD BUCKS I 1� <� O x x N y N \ w (n 1 11+ W \ W w a 4' TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 0 m TYPICAL ANCHORS SEE ELEV. FOR SPACING > o TYPICAL ANCHORS SEE ELEV.- FOR SPACING EDGE DIST. d a � 4 . 1 B WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. d a 4 CIRCULAR OR ANGLED FRAMES R JTDUCT RBVMFD Z with the floMa Yt=siding Conde *.,, , Z po m ® z M q Z N W �Qa Q00 WO cq d j 4Q! f 0�v� 0 ®W A cr o C M O @o.00� o Ota I N0 m N j WW Z o O i Of t7 ID w mM !L F o Q M f O W W X 4 O N z C ox Lr) N 0 n C7 0 _j U � � m °°q a pp I m Q IN 592 o s • LEOF �(9� drawing no. W17-52 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) STYPE THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 0 WOOD BUCKS AND METAL STRUCTURE NOT BY N DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J ANCHOR EDGE DISTANCES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) INTO CONCRETE AND MASONRY = 2-1/2" MIN. } INTO WOOD STRUCTURE = 1" MIN. F ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. ITyPE 'B'— 1/4" DIA ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) <r DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 x N x a L I—TYPE 'C' 0 x x F ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. METAL STRUCTL EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING N -------------------- jIMIAMI-DADE COUNTY APPROVEDIIFo� MULLION & MULLION ANCHORS Z Lu SEE SEPARATE NOA aIL-----------------�I O LU Ox��Oo ® IL 0¢ ti 0.3b TYPICAL ANCHORS C Z N SEE ELEV. w ve u7 FOR SPACING 2 G m W 0) ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. 1/4" 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 f'm = 2000 PSI MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLOCKS = 5" MIN. TY 'C1'-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 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 fm = 2000 PSI MIN. %:R ODUCT RcEViSP.,C+ �Ru;l,rsig c— NU' roue F;eCegXai M p N N \ r drawing no. W17-52 of TYPICAL ANCHORS: SEE ELEV. FOR SPACING STYPE 'ELCO' 'CGI' 'Al'— 5/16"—DIA ULTRACON BY (Fu=177 KSI, Fy=155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 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 m THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 i 0 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) of O w w DIRECTLY INTO MASONRY 0 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) N In ANCHOR EDGE DISTANCES z N Ln- INTO CONCRETE AND MASONRY = 2-1/2" MIN. m m 3 INTO WOOD STRUCTURE = 1-1/4" MIN.a '0 �� N ANCHOR CL TO CL DISTANCE 0 'n w 3 o INTO CONCRETE = 3" MIN. o _ o INTO FILLED BLOCKS = 5" MIN. V] U' O Q J — 7 YPE 'B1'-5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ml� ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. 1/4" 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 f'm = 2000 PSI MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLOCKS = 5" MIN. TY 'C1'-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 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 fm = 2000 PSI MIN. %:R ODUCT RcEViSP.,C+ �Ru;l,rsig c— NU' roue F;eCegXai M p N N \ r drawing no. W17-52 of TYPICAL P SE FOR 1/4" DIA. BOLT WITH NUT -�— 1/2 MAX. SHIM Lne- a. SEE SHEET 1 0 c� 0 W v- TYPICAL ANCHORS a SEE ELEV. FOR SPACING 1BY WOOD BUCK ST 1/2" MAX. r_1 �1 1/2" MAX SHIM TYPICAL ANCHORS SEE SHEET SEE ELEV.— �� FOR SPACING yI ll ICHORS JG Z MW m ®_ Z M N F W N 10 C O`O map j N Xam W O F 0 a°mm Od0p e 0 0 b p/ Ye 2 IA N W=LL Lu Z In m 0 W 0 F Z a O i o O F- 0 LLJ x w Lu O of LL O V) =N o J 0 M O " a M p= O N U (D ®�oaeooaar® U-WL-uLLLLij as ®® ® I ® N � PRODUCT RHV! SEO NoM 2 s o n ` i3=siL.3*_'ng Ca'k £ yiratsasn -,d ®®DOS•°• AT OF drawing no. <0 0 a° < °a Z MW m ®_ Z M N F W N 10 C O`O map j N Xam W O F 0 a°mm Od0p e 0 0 b p/ Ye 2 IA N W=LL Lu Z In m 0 W 0 F Z a O i o O F- 0 LLJ x w Lu O of LL O V) =N o J 0 M O " a M p= O N U (D ®�oaeooaar® U-WL-uLLLLij as ®® ® I ® N � PRODUCT RHV! SEO NoM 2 s o n ` i3=siL.3*_'ng Ca'k £ yiratsasn -,d ®®DOS•°• AT OF drawing no. O� U N N I SEE SEPARATE NOA FOR DESIGN LOAD REINFORCING CAPACITY OF DOORS AND DOOR ANCHORS. Z m AS READ. ® z SEE SHEETS 6 & 7 LOWER VALUES FROM DOORS NOA w FOR CAPACITYO 2 K OR STOREFRONT SYSTEM CAPACITY CHARTS � WILL APPLY TO ENTIRE SYSTEM. w N 0 3 y N �M MIAMI-DADE COUNTY APPROVED � p > M j II LARGE MISSILE IMPACT RESISTANT TRANSOM � a FM Q 0 jI II �0 0W2w iY C ZSJ N ------------ Z N LL M II tia, mc__ --_-____-d O C .. --- JL iL �w0) 5 EXTERIOR rn J � D.L. OPG. } z (n N O l O 0 u � O w 0 W x 0 W © 0N O = N o 3 Z y n ------------- �I ? ?� N to M 0 MIAMI—DADE COUNTY APPROVED 1 r — LARGE MISSILE IMPACT RESISTANT DOOR 3 0 JI O� .M_. I �I vNi i� p a J I I II c) F II I I ---------- j ---- — EXTERIOR D.L. OPG. N 0 v� � o 2 o ®®®gC9d Ba986Ap1® o a ✓® ® � CAR N � Ptn.�'Ua�`T R.HV"bSF.,�J _® 7 UG'- s:emoymg mirth the Flat-Aa rll, n.on%ate � �O�•ev LR®Ir �,��® drawing no. -1 r° °°�o`��W17-52 O w 0 P4 P4 x W w TYPICAL ANCHORS SEE ELEV. FOR SPACING V, � N J � v �p U a r, ®®y9B8 B9 Bgg®® UIc N \ Q FR<ODUCT REVISED _® N IS c0i3,v!yiag with dh FEmdaai Fttp6sa!IYete ��'• •S TEOF�ry2�� drawing no. «, ®�a®�°• °per\�� W17-52 I 111r I � rn III I 3 0 III III I I z I IIII I I 3 I I IIII II I W I 1111 I 1111 I j cn w ¢ I � a I IIII I oQoo 0 IIII �'I ,Dz¢ IIII 1 rn 0�z '0 IIII IIII I I oow z IIII Q� 1 zow3 IIII 1 1 3 cn 0 1111 1 o I 1111o I 1111 m mw 3t 1 I �m V, � N J � v �p U a r, ®®y9B8 B9 Bgg®® UIc N \ Q FR<ODUCT REVISED _® N IS c0i3,v!yiag with dh FEmdaai Fttp6sa!IYete ��'• •S TEOF�ry2�� drawing no. «, ®�a®�°• °per\�� W17-52 FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MULLIONS REFER TO APPLICABLE CHARTS ON SHEETS 3 & 4. I r Z M n f ® Z N Q F W ?p I 13. III- �I. IY O O ` m O -jlIiI E E 0L w # 0 4 SII 1� O F LL III I� D // 0 W eIi 0 a. 0 Q e01 W C Z O N m 0 // // W ✓ALL O !� 0 2 Q Q W m F L i_– s w / I i%/ 1 111 � � N E1 } c 1 11 111 0 O = 1 11 O w II /�1 111 pw a � 4 WIDTH (W) = W1 C1 v'–i 'C u~i w 1 n m AT FRAME JAMB o = W2 + W3 W1 W2 W3 z NLO i WIDTH (W) = 2 3 c� AT FRAME MULLION a rn TYPICAL INSTALLATION OF LOUVERS IN THE WINDOW WALL SYSTEMiv IrJ/ III a Ci USE ALUMINUM LOUVERS HOLDING CURRENT NOA o 3 Z o w I'Oi O 11 /1111 Q0� N pkv 0 // 1 1 1 II Z�Z to � p ¢ _j w IY/ 1 III oz� i).–:�F� II I I /� I I II 04H 1 III o w¢ 1 E 1 REINFORCING AS READ. III nw 11 // III �w� 1 2" MAX. SEE SHEET 4 cK SHIM FOR CAPACITY pP00f7C'I Eve`ISr=% z n x 1 III SEE SHEET 1 1.1 1.1 31 :s c�-3y;arg v?a�c &1',e E}CR'ta =s�<:id7sng O©tie �� �'.f7� o w' IVj/� III 2 R.:cepf r:aer1a UJ Z Ir/ 1 II 0 Q 2 j ` �I 1 CIN w /� 1 k44=� Lade E'x�i+de4GPCap � 1 r/ L -____ - _---_ 1 -- - 2 ---_–_ AI o AL ANCHORS RS 40 lr� L 2 \NN NPI FOR BP ELEV. ' II 11F L – ------ I i �� – w -1 ------------ l�J IF___-#_______–_ O--------- o C 1 vw WO–'—� 1 STRUCTUR r � da..a J1---- __________________�L _� �_ ----__ ___–__ m v o n n 45 a LOUVER WIDTH EXTERIOR o `J / �® o° a` u TYPICALANCHORS e OQ '° TTR IF �9�® drawing no. FORSEE SPACING W1 W2 ®`®���°° cORIU EDGE DIST. ®'//?ONIQ�®\® sheet j 3 of 15 2. \ FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES FRAME HEAD/SILL/JAMB 1A CIRCULAR OR ANGLED FRAMES 4.799 8 1.653 .094 nP. ANCHOR CHANNEL CIRCULAR OR ANGLED FRAMES .3 094 2. L-- FLAT SNAP 4.192 -FUr- �.fiS1_�i. .453 453 9� 094 TYP. .125 - 3.626 FIN SNAP 4.192 .453 .094 nP. MODIFIED FIN SNAP MODIFIED FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 19501 AS READ. 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 READ. 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 READ. FLAT SNAP 6063-T6 - 3 19502 AS READ. FIN SNAP 6063-T6 - 3.1 19502 AS REQD. MODIFIED FIN SNAP 6063-T6 - 4 19503 AS READ. INTERIOR GLASS STOP (LAM. GLASS) 6063-T6 - 4A 19504 AS REQD. INTERIOR GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - 4B 19573 AS REQD. INTERIOR GLASS STOP (CURVED GLASS) 6063-T6 - 5 19509 AS REQD. MULLION REINFORCING 6063-T6 - 5A 19532 AS REQD. MULLION REINFORCING STEEL A36 6 13144 4/ UTE INTERIOR GLAZING SPACER (DUROMETER 65±5) SHORE A EPDM - 7 61823 4/ LITE EXTERIOR GLAZING SPACER (DUROMETER 80±5) SHORE A SANTOPRENE - 8 - 2/ LITE SETTING BLOCKS (LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 8A - 2/ LITE SETTING BLOCKS (INSUL. LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 9 #12 X 2" AS REQD. ASSEMBLY FASTENERS ST. STEEL PH SELF DRILLING 10 #6 X 1-5/8" AS REQD. GLASS STOP FASTENERS, AT 2-1/2" FROM ENDS & 13-1/2" O.C. ST. STEEL PH SELF DRILLING 11 19506 AS REQD. DOOR MULLION 6063-T6 - 11A 19510 AS REQD. DOOR MULLION REINFORCING 6063-T6 - 11B 19528 1 AS REQD. DOOR MULLION REINFORCING 6063-T6 - 1.521 rn 1.125 �1.749� ,188 -d 1.223 1.076 .697 i .187 0 o .125 TYP. o W x Of .183 3.357 4.751 88 4.750 3.893 4.999 4.540 4.549 O Z J N C Z W 30=a N .125 L L i . 35 ..._. T OMULLION REINF. 5A MULLION REINS a DOOR MULLION 11A DOOR MULLION REINF. 118 DOOR MULLION REINF. 2.908 -2.185- .062 .062 TYP. nP. 1.121 ��-0 1.121 1 2.863 2.140 INT. GLASS STOP LAM. GLASS INT. GLASS STOP INSUL LAM. GLASS V N I r Z O j ® i M W a Lu N QN 4 Q W 0- O 00` 0 V a y N MyM O F LL 0 U N r >mM a ir o ® aoo'1 �Q/ y y0 6 � Lu W > LL Z 02 M �zml Wm M rn J � V I C - � N 0 0 o O F Ow o W x Of v U) Z3 c O =N o : y N m OCa m O Z J N C Z W 30=a N O �1.246 062 o es nP.®® n a ® N m Q Y `U% .865 ':�}C�C>i "�.��E Iirv�ljl:s�i ." ®. S�2 on ~ T u 0 as cc�mq�8yara3 rli4R €3ue EI3 1.201 ; ;:.,tion OF °�q2 ® drawing no. ®® ®�.°�°°p O�`e INT. GLASS GP 1`l su: a¢e Pracice6 E,xxS3W: ®BA®®0,QL CURVEDGLASS®sheet 14 of 15 V N h r Z ®Z M� F W m I CLZ N d W O OL' O O `O U ® W N m V n D I- MFRAME TOP CORNER a °o >_ O / a ptio° /WELDED JOINTS 0 0 t m Z O N �WDLLm / 0(D �zmi � N m J In U n (n N Z� o L O 0 H O W 0 Lu L O N � 0 S N o N L0�'n J CIRCULAR OR ANGLED FRAME CORNERS 3 0 m 0 - -- / N p Q e /, HORIZONTAL CORNER U / G �dS U UJ / f� C N TT .50 EXTERIOR N a, / Pmldw- Code �•� PI1$.iJ2 m o �® x / P,acr-pt?s+:4, M" ° FRAME BOTTOM CORNER nti; r se ® r)) F �q�® drawing no. q ®� t�' W17-52 i•�ziamj �tiae Ls sheet 15 of 15