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HomeMy WebLinkAboutProduct ApprovalMIAMI ADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv CGI Windows and Doors, Inc. 10100 NW 25' 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 "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, 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 NCA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 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. 17-0918.07 Expiration Date: September 22, 2020 (/�� t Approval Date: November 22, 2017 f( f 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 No10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(t and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Press -are Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No. 10-0510.13) y/ anuel PIWez P.E. Product Control Exa iner NOA No. 7- 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731. 05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12,/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS I Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuelerez Product Control Exam r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. 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 Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved on -6/25/15 and expiring on 09/22/20. 1 C Manuel Pyne , P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 ne" " FLANGE WIDTH BUCK WIDTH D.L. OPG. D.L. OPG. 18' MAX. 6" MAX. HEAD/SILL A 3 SHORTER CORNERS SIDES Al B. II li II II II II II II g�RPD Of$ C II II II II II II m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. II II x II � II Z o � II II II II II II II II II II II II II II II II II II -II- II- �I I� B 83 N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By m w Q K BUCK WIDTH D.L. OPG. FLANGE WIDTH D.L OPG. TYPICAL ELEVATIONS /8" U Al B. g�RPD Of$ CURS S/OFA m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS (O 1� o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�" M,qk 75e " N CORNERS SIDES m U S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q 0 a �n Is U X n y W G it If .¢- _vmM <' , owz ____�/—____$1II4IIIIlIIIIIIIIIIILIIiI ®__urIICuIIIIIIs �nOC/O-_E9PG��I7Su-_ .ICO�ssl=cM eiP�_=i.�•III�II�'I e c�sU�wu_wNIOoo�3��N—Q0 II If e° oO NNO�otSwzUo�ri_UniC3iiQ oc 1N0�>�y S OOeoCr�ziUo1.n.- M 11 if iwFoNnOUmc0wo 0 Q dO0eo YOLL€ziOC2��i O --- JL_____196" ---t----------t-----=rr---- M = Z o it II II II BUCK WIDTH UJ M D.L OPG. LlZOE m p M m m a------ ______7It it N 11 11 if iiIIif O II II L I II O w p wIf 1of iD 6ai0 N 6" MAX. 16" MAX.FALSE MUNTINS 16" MAX. 6" MAX. 16" MAX.(SURFACE APPLIEDCORNERS STRAIGHT O OPTIONALSTRAIGHT HEAD/SILL STRAIGHT 93 SIDES CORERS SIDES SIDES op 4 _jU FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FDSoom `mLOOroOrt$ z z Q 0 \,1c PRODUCT REVISED as complying with the Florida Building Code o. NOA-No. 17-0918.07 Expiration Date 09/2020 TATE OF crowing no. BY a Iade Product ontroIN Un0w l II II_ II II II II II II II II II II II II II / II II n II II II II II II II II II II u n u n � u n II II II II B2 W �U U D 0 Z L C 1•• � m z Z J % r LU N 2 / CL o �ON`v U Q; FG V U y In N 5 Wrl ',NOTE a0�M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 6. O 0 ,i VERTICALLY OR HOR12ONTALLY AS SHOWN ABOVE. O 0 0yrp G Q W j LL LL ZN_o m Jfr" TYP. BUCK DIMS Kz` TYP. ,� 0 ((D Q J Q LLIM FLANGE FRAME A N FLANGE DIMS M o BUCK DIMS z vi �+ 0 M O H o d K 'B N EQUAL LEG FRAME < O = N o W N N n BUCK DIMS w 0 z .0 �? z 0 Z tJi N O O o M FIN FRAME U BUCK DIMS W m W U FLANGE ADAPTOR FRAME w N H O Q r N N F FLANGE DIMS m i i w U Q U Q o o a o a NOTE: s GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) y AND FLORIDA BUILDING COMMISSION o` ° m = o - O N - N DECLARATORY STATEMENT DCA05-DEC-219 0 0 \\\\1111111// w LL c" ♦♦♦`\��®. �°?��p �7/ice o 0�� 17197 ��;.•�cENse'' b n PRODUCT REVISED - .70 92 as complying with the Florida Building Code e c m s NOA-No. 17-09'18.07 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.109/2W2020 drawing no. Expirati n Date p •�0.♦' W10-02 Miamiade Product MrPs '77j 1 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. HUCK DIMS. GLASS TYPES `C'ec`Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXi.(+) 1NT.(-) 24" 23° 80,0 80.0 80.0 80.0 30" 29' 80.0 B0.0 80.0 60.0 36" 35' 80.D 80.0 80.0 80.0 42" 36. 41" 35, 80.0 80.0 80.0 80.0 48" 47" HD.O 80.0 80.0 80.0 54" 53' 80.0 80.0 80.0 80.0 60' S9' 8D.0 80.0 8D.0 80.0 61' 60" 80.0 B0.0 B0.0 80.0 24° 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 48„ 41" a7„ 70.2 70.2 B0.0 80.0 48" 47° 61.3 61.3 60.0 80.0 54" 53" 61.3 61.3 B0.0 80.0 60" 59" 61.3 61.3 80.0 80.0 61' 60" 61.3 61.3 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 i- 35" DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 42" 48" 54" 60" 61" 60. 35" 41" 47" 53" 59" 60" 59. 80.0 61.3 61.3 80.0 80.0 56.0 58.0 77.4 77.4 58.0 58.0 77.4 80.0 80.0 80.0 80.0 7D.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.6 48.8 65.1 65.1 24" 30" 36" 42" 46' 54' 60" 61" 72. 23" 29" 35" 41" 47' 53` 59" 60" 7t. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.6 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36" 42" 48" 54" 56° 84. 23" 29' 35" 41" 47" 53' 55" 63„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 B0.0 80.0 70.0 70.0 B0.0. 80.0 61.3 61.3 B0.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30" 36' 42" 48" 49' 97„ 23' 29' 35° 41' 47" 48" 96„ 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 75.6 75.6 B0.0 80.0 65.2 65.2 B0.0 80.0 60.6 60.6 BO.D B0.0 59.6 59.6 B0.0 BD.O 24" 30" 36" 42" 46" 102" 23" 29' 35" 41° 45" 101" 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 B0.0 65.7 65.7 BD.O 80.0 59.3 59.3 B0.0 80.0 24" 30' 36" 42" 44" 108" 23" 29' 35" 41" 43" 107" 80.0 80.0 B0.0 80.0 80.0 80.0 B0.0 B0.0 73.8 73.8 80.0 B0.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&`C1' GLOSS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1NT.(-) 19-1/B° 26-1/z" 37" ae' 53-1 /8" 61" 26, 18-1/8" zs-1/2" 36" a7^ 52-1/8" 60" 25„ 80.0 80.0 80.0 80.0 ao.o ao.o ao.D Bo.o 80.0 80.0 80.0 80.0 so.o aD.o ao.o eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 56.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" 63, 18-1 /8" 25-1/2" 36" 47" 52-1/8" 60' 74-1/4" 62„ 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 60.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1 /2" 37" 48" 53-1/8" 61" 76, 18-1/8" 25-1 /2° 36" 47" 52-1/8" 60` 75„ 80.0 80.0 80.0 80.0 80.0 SO.D 80.0 80.0 78.9 78.9 60.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 9 0 a W k W 3/8" AIR 3/16" HEAT STREN'D S' ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) 6" ANN. GLASS .075" Interlayer Saflex CP With PET Core By Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 a 0 "x H W W 3/8" AIR 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090 Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' f-3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR _ .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 6' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA—No. 1 17-0918.07 Date SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'Dl' t a _ ntl o � a .v. s 0 O N 9 V drawing no. W10-02 TYPICAL INSTALLATION DETAILS (� 4� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL w^ uC 3 Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONSz Q M = N a FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE C' o z o SEE ELEV. SHIMS O W N `" v 2BY WOOD BUCK FOR SPACING N IL �xC I !I II !j !j OR WOOD STRUCTURE TYPICAL ANCHORS ' v SEE ELEV. ' METAL STRUCTURE W G: D LL �j N E3 I' I' M2 > FOR SPACING M2 TYPICAL ANCHORS Q M (, d S2 �' s O 'v vsi © '° SEE ELEV. FOR SPACING ui G ] M 2 W o LI LI0 0. 002 0 LU El a _ U1 a {L Z N OE ro S2 MIS a W mE r TYPICAL ANCHORS !I !I M2 ^ I SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK v � M Q - N O 1/4" MAX. z 3 N o SHIMS o n p w EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG 4 ° ~ I­i TI2BY WOOD BUCK .° M2 METAL B 1 I� Al OR WOOD STRUCTURE C 1 STRUCTURE ¢ O =N o r I' o N F E3 M2 x_ x a _ TYPICAL ANCHORS SEE ELEV. FOR SPACING z p 3 th m I I! I '9 in M3 'j S2 LI p � ... _ ° 'MINCHORSS2 U o N IW- I . FOR SPACING 'v V. x ° : ,° .° _ n: '° TYPICAL AWCHORS j' j l M2 E3 N \ W W p ^ SEE ELEV.: H3 Ij II - TYPICAL ANCHORS LL LL 16Y FOR SPACING II 11 SEE ELEV, FOR SPACING o WOOD BUCK - � PRODUCT REVISED _ . y 0 i 0 < s 0 < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. By ° o d n a m 14" DIA KWIK-CON 11 BY ' HILTI' (Fu=163 KSI, Fy=157 KSI) Miami-Da Product control Alf//' 0 0 c o - o 0 w 0 i.. 0 0 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPICA EDGE DIS AN� `y1111111l `�X � f� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS CONCRETE AND MASONRY = 2-1 2" MIN. / 1-1 2" MIN. PENETRATION / INTO WOOD(HE-AD/SILL/JAMBS)INTO OR INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE = 3/4" MIN. 8 92 o' (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) STEEL: 1/8" THK. MIN. = 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. �� DIRECTLY INTO CONCRETE OR BLOCKS MIN(Fy C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / PSI MIN. •• AYE OF r �y� • `D�� drawing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i� •. ORIDP'. •'• � � i� - �� � W10 02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) � //fl1jjpj1111� sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL j:. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 o'Io FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0, d �W x D LL TYPICAL ANCHORS 1/4" MAX. j M 2E1Y WOOD BUCK FOR SPACING SHIMS Q w � I� II OR METAL a C C m o I� B3 E3 M2 WOOD STRUCTURE A3 x TYPICAL ANCHORS 'v STRUCTURE0 (L m 0 0 ti FOR SPACSEE ING v' M2 TYPICAL ANCHORS C d II II _ SEE ELEV. N O n 'j S2 FOR SPACING W 'j IJi. y C 3 P , ZN: a Ez - v—.. - ¢ w m E E6 E2 1/4...'. Ll E6 �F S2 IIn jj jl M2 MIN. P.° v x s w _ m O o••°. P . .. ° ' TYPICAL A4tHORS v SEE ELEV. ` E3 jl jj -v w C By FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 o O 0 O w 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K 2 318" MIN. GAP GAP -O N C STRUCTURE 1/2" MIN. 1/2" MIN. n L Q ��l�L_ \� C NOT BY l In - N M o M __� E2 w O 0 m 2 3/8" MIN. FIN FRAME �+ M2 BACKBED CAULKING No a V \\ \\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I (D G J U IW- \ \�\ 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w m BUCK DEPTH SHALL BE 2%". = y LL = THE USE OF DEEPER' OR <N h BEVELED WOODBUCKS IS HOUSE WRAP E5 w w olw R PERMITTED.EXTERIOR NOT BY ccl E3 u < o < a u r w U s U U Q U r Q N a z o z � a o 0 BUCK WIDTH BUCK WIDTH --------------- Fr- -------------- --'1� F ---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION IMULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA I I I v LJ?@'� \1 o W. II II \�-.....°�'d �i ----- - __--___J _ uG�NSR PRODUCT REVISED o N - ✓Os o j 1 i I I as complying with the Florida _ _ Building Codeo.TYPICAL --- ANCHORS NOA-N17-0918.07SEE FOR SPACING Expiration Date 09/22/2020 ®', AVE OP��4 drawing no. X14 X 1" SMS. Myi4,-Ad- Pr 1 �, �. i 2i/ ®(I�lj�1[" �``�K sheet 5 of 6 -du- ant, ///1191111tY� E1 FLANGE FRAME O FLUSH FRAME/FIN FRAME .675 r .99' 5 TM5 1.184�� O GLAZING BEAD (LAM. GLASS) Ir. 120 r.120 9a' S050 NP. 7 .4 Fol ---f .125 o�� 1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. -1.130 065 450 y x.180 1.550 1.680 u .sso oso � � 3— .050 k---1.395 O NAIL FIN ADAPTER 1.395 .180 .050 .065 M3 FLUSH FRAME COVER FLANGE ADAPTOR 1.119 2691 .050 r 1.081 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS Et CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/FN FRAME 6063-T6 - E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI -110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI -382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75 -BO SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - M5 - 2/ LRE SETTING BLOCKS EPDM DUROMEfER 8515 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHIL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS ��;.• V RE'7® 'moi PRODUCT REVISED as complying with the Florida P Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 •.• ATE OFF � �4¢�• BY W V GI B V y P N <�N o •_ o n a drawing no. W10-02 N q J U I � N 0 Z L O 0 �i L 0 �2 � ¢ C O = N o N N 3 N rn w C Z l n 3 COQ o w W V GI B V y P N <�N o •_ o n a drawing no. W10-02