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HomeMy WebLinkAboutSingle Hung.pdfM IAM I-DADE I 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.2ov/economy CGI Windows and Doors, Inc. 10100 NW 25's 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 revolve, 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 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02102110, with revision D dated 09129117, 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 NOA# 15-0512.10 and consists of this page I 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. 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 122111)11 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C 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(R 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(k 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 Pressure 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(T 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No.10-0510.11) ManuelP ez,� .E. Product Control xa iner NOA No. 1 -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 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-511 Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0915.06) 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) 3. Test Proposal for the qualification of ButaciteR PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. `' l/ f 4- Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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 6" Edition (2017), dated 09/29/17, 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 "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07104118. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07108/19. 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 09107117, expiring on 12/11/18. 4. Notice of Acceptance No. 17-071.2.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09107/17, expiring on 05121121. F. STATEMENTS 1. Statement letter of conformance, complying with FSC 511 Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Parooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel ftlke ; P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1/8" FLANGE WIDTH 47 7/16" D.L.O. (FIX. LITE) FALSE MUNTINS 20 9/16" (SURFACE APPLIED) 6" MAX. MAX. * * OPTIONAL HEAD/SILL A HEAD/SILL CORNERS II LI D III !I 5 II / II w , V) � p II / 11 - 0 B II o U wLd � x x `+Ld fes f+Y U U Z ll li ZD x z 5 c� c� w > 11 % co w F., F- to p =====fit-= ---T X r to Ld L to _; I ¢ m Z.I > o C I ¢ > li ti m 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) FALSE MUNTINS 20 9/16" (SURFACE APPLIED) 5 1/2- MAX.MAX * * OPTIONAL HEAD/SILL Al HEAD/SILL CORNERS it li EI II LLi El II _j II II LLLI -----II--� -_ LI_- X J --tt-- tl--=-= C; D1 II / II _j 6 B II II a 0 © � _j - - I I m 0 61 ill II io � 5 1/2" MAX. HEAD/SILL CORNERS 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. �1 HEAD/SILL 7 F J II I. II II II II II II \ x M � n p D2 7 c� w T Y V m S z o uj J J 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. �1 HEAD/SILL 7 47 7/15" : Z 47 7/16" :2 mFALSE MUNTINS 47 7/16" r z (SURFACE APPLIED) D.L.O. (VENT)CD C)0 D.L.O. (VENT) <o OPTIONAL D.L.O. (VENT) 50 1/4- 50 1/4" �n 0 50 1/4" VENT WIDTH VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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). 19Y 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 RECEIVENG 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. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION N QX J_ m o � m� W N < Z 0 V L0 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT \®JkjiIi!P8&IA®/ i .70592 as comrk codc w�P a (0)i '�0, EOF81 e °mac 7ra U a I 0 Z 2 I= W m 1 Q 2 . N 0 0 0 0 _j U aW(N ` O�nti LLI rI (7 0 M o 0 ano 0�a LL' Ixz_ Q W -D W W o 00 Q W 00) i=' {/j N to an J a� � � o = O O w La C> O = cV o U] LC) r 'h LLLd 0 r) LLJ L� V) O cf) _ 0 �¢ w LIS U r r co EL M 0 i N � ON fs- O L p U a F = N n a a i1i a v u� t� O N a o 0 O N 'VIm m d' m > o 0 -2-0— m 0m U O I tl C N N � o O U L drawing no. W10-03 sheet 1 of 9 II I. II II II II II II B II II II II 7 i it li II / II II II - II II II II Il II C2 111 I 7 ;II 47 7/15" : Z 47 7/16" :2 mFALSE MUNTINS 47 7/16" r z (SURFACE APPLIED) D.L.O. (VENT)CD C)0 D.L.O. (VENT) <o OPTIONAL D.L.O. (VENT) 50 1/4- 50 1/4" �n 0 50 1/4" VENT WIDTH VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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). 19Y 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 RECEIVENG 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. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION N QX J_ m o � m� W N < Z 0 V L0 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT \®JkjiIi!P8&IA®/ i .70592 as comrk codc w�P a (0)i '�0, EOF81 e °mac 7ra U a I 0 Z 2 I= W m 1 Q 2 . N 0 0 0 0 _j U aW(N ` O�nti LLI rI (7 0 M o 0 ano 0�a LL' Ixz_ Q W -D W W o 00 Q W 00) i=' {/j N to an J a� � � o = O O w La C> O = cV o U] LC) r 'h LLLd 0 r) LLJ L� V) O cf) _ 0 �¢ w LIS U r r co EL M 0 i N � ON fs- O L p U a F = N n a a i1i a v u� t� O N a o 0 O N 'VIm m d' m > o 0 -2-0— m 0m U O I tl C N N � o O U L drawing no. W10-03 sheet 1 of 9 y�V _ o ® o zi % 0 Z M v ZQ {V Q D /y U O w O O. 0 U Q N M /QI�0n� O WIDTH z w Z G a 0 0 o+i g m J O (A 00 O Q www m �02 F , ZMa w Q l� l 01 F x C7 _ �Z z . . w_WT 7�o� crr Lo m c) UNEQUAL LITES (ORIEL TYPE) Q L i 2 O w x vs 0 � L V) a TYP• BUCK DIMS Yz ° TYPO o O 2 o N N T co Lw 0 cV >� Ki J Lo z C LL - WIDTH FLANGE FRAME Lu o FLANGE DIMS w Q w U �� r BUCK DIMS r U r �u v Ci m w C o o EQUAL LEG FRAME CL BUGK DIMS EQUAL LITES N ' C 0 7 7 o of O N > 0 0 0 0 •� O O O O FIN FRAME C ¢ m U Y %x 119 BUCK DIMS �do. 7 592 _ a res t:t;MP� Ping wWh w FbAi J v° cin v` cti NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME ��T� �� �` Browing no. :,,;r:. stf. Date AND FLORIDA BUILDING COMMISSION FLANGE DIMS ✓e °� .Rlop; �®® Wl Q-�03 DECLARATORY STATEMENT DCA05-DEC-219 d" pr e`'���f�1�1��®\ sheet 2 of g s¢1!o`ee EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&`Al' GLASS TYPES `H'&'H1' WICL W In co, DTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+} INT.(-} 19-1/8" 18-1/8" 75.6 75.0 80.0 85,0 zs-1/2" 25-1/2" 7s.o 7s.o 8a.o ss.a 37" 26" 36" 25" 75.0 75.0 80.0 85.a 49 48 75.0 75.0 80.0 65.6 53-1/8" 52-1/8" 75.R 75.0 84.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/z" 75.0 75.0 80.0 85.b 37" 38-3/8" 36" 37-3/8" 75.0 75.0 86.0 B5.a 49" 48" 75.0 75.0 SD.O 85.d 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 SOA $5.4 26-i/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 50-5/$" 36" 49-5/8" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-5/8" 52-1/8 75.0 75.0 80.0 85.0 19-1/B" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 $5.6 37" 63" 36" 62" 75.0 75.0 80.0 85.d 49 48" 75.D 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 7fi" 36" 75" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75A 80.0 85.0 19-1 /8" 18-1/8" 75.0 75.4 80.0 85,0 26-1/2" 25-1/2 L UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES `A'&`A1' GLASS TYPES 'B'&'B1' WIDTH HEIGHT WIDTH HEIGHT 'q' DIM. EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 53-1/8" 76` 52-1/B" 75` 36-1/4" 75.0 75.0 84.0 85.4 49" 79" 48" 7$" 39-1/4" 75.0 75.0 80.0 85.0 2fi-1/2" 31" 33" 37" 43" 85" 25-1/2" 30" 32" 36" 42" 84" 70-5/8" 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 84.0 85.0 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 B0.0 85.0 45-1/4" 75.0 75.0 BOA 85.0 45--1/2 75.0 80.0 85.037"85"36"84"75.0 80.0 85.046-1/2" 75,p $0.0 85.0 y�V _ o ® o zi % 0 Z M v ZQ {V Q D /y U O w O O. 0 U Q N M /QI�0n� O WIDTH z w Z G a 0 0 o+i g m J O (A 00 O Q www m �02 F , ZMa w Q l� l 01 F x C7 _ �Z z . . w_WT 7�o� crr Lo m c) UNEQUAL LITES (ORIEL TYPE) Q L i 2 O w x vs 0 � L V) a TYP• BUCK DIMS Yz ° TYPO o O 2 o N N T co Lw 0 cV >� Ki J Lo z C LL - WIDTH FLANGE FRAME Lu o FLANGE DIMS w Q w U �� r BUCK DIMS r U r �u v Ci m w C o o EQUAL LEG FRAME CL BUGK DIMS EQUAL LITES N ' C 0 7 7 o of O N > 0 0 0 0 •� O O O O FIN FRAME C ¢ m U Y %x 119 BUCK DIMS �do. 7 592 _ a res t:t;MP� Ping wWh w FbAi J v° cin v` cti NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME ��T� �� �` Browing no. :,,;r:. stf. Date AND FLORIDA BUILDING COMMISSION FLANGE DIMS ✓e °� .Rlop; �®® Wl Q-�03 DECLARATORY STATEMENT DCA05-DEC-219 d" pr e`'���f�1�1��®\ sheet 2 of g s¢1!o`ee EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&`Al' GLASS TYPES `H'&'H1' WICL W In co, DTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+} INT.(-} 19-1/8" 18-1/8" 75.6 75.0 80.0 85,0 zs-1/2" 25-1/2" 7s.o 7s.o 8a.o ss.a 37" 26" 36" 25" 75.0 75.0 80.0 85.a 49 48 75.0 75.0 80.0 65.6 53-1/8" 52-1/8" 75.R 75.0 84.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/z" 75.0 75.0 80.0 85.b 37" 38-3/8" 36" 37-3/8" 75.0 75.0 86.0 B5.a 49" 48" 75.0 75.0 SD.O 85.d 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 SOA $5.4 26-i/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 50-5/$" 36" 49-5/8" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-5/8" 52-1/8 75.0 75.0 80.0 85.0 19-1/B" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 $5.6 37" 63" 36" 62" 75.0 75.0 80.0 85.d 49 48" 75.D 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 7fi" 36" 75" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75A 80.0 85.0 19-1 /8" 18-1/8" 75.0 75.4 80.0 85,0 26-1/2" 25-1/2 L UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES `A'&`A1' GLASS TYPES 'B'&'B1' WIDTH HEIGHT WIDTH HEIGHT 'q' DIM. EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 53-1/8" 76` 52-1/B" 75` 36-1/4" 75.0 75.0 84.0 85.4 49" 79" 48" 7$" 39-1/4" 75.0 75.0 80.0 85.0 2fi-1/2" 31" 33" 37" 43" 85" 25-1/2" 30" 32" 36" 42" 84" 70-5/8" 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 84.0 85.0 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 B0.0 85.0 45-1/4" 75.0 75.0 BOA 85.0 y�V _ o ® o zi % 0 Z M v ZQ {V Q D /y U O w O O. 0 U Q N M /QI�0n� O WIDTH z w Z G a 0 0 o+i g m J O (A 00 O Q www m �02 F , ZMa w Q l� l 01 F x C7 _ �Z z . . w_WT 7�o� crr Lo m c) UNEQUAL LITES (ORIEL TYPE) Q L i 2 O w x vs 0 � L V) a TYP• BUCK DIMS Yz ° TYPO o O 2 o N N T co Lw 0 cV >� Ki J Lo z C LL - WIDTH FLANGE FRAME Lu o FLANGE DIMS w Q w U �� r BUCK DIMS r U r �u v Ci m w C o o EQUAL LEG FRAME CL BUGK DIMS EQUAL LITES N ' C 0 7 7 o of O N > 0 0 0 0 •� O O O O FIN FRAME C ¢ m U Y %x 119 BUCK DIMS �do. 7 592 _ a res t:t;MP� Ping wWh w FbAi J v° cin v` cti NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME ��T� �� �` Browing no. :,,;r:. stf. Date AND FLORIDA BUILDING COMMISSION FLANGE DIMS ✓e °� .Rlop; �®® Wl Q-�03 DECLARATORY STATEMENT DCA05-DEC-219 d" pr e`'���f�1�1��®\ sheet 2 of g s¢1!o`ee EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&`Al' GLASS TYPES `H'&'H1' WICL W In co, DTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+} INT.(-} 19-1/8" 18-1/8" 75.6 75.0 80.0 85,0 zs-1/2" 25-1/2" 7s.o 7s.o 8a.o ss.a 37" 26" 36" 25" 75.0 75.0 80.0 85.a 49 48 75.0 75.0 80.0 65.6 53-1/8" 52-1/8" 75.R 75.0 84.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/z" 75.0 75.0 80.0 85.b 37" 38-3/8" 36" 37-3/8" 75.0 75.0 86.0 B5.a 49" 48" 75.0 75.0 SD.O 85.d 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 SOA $5.4 26-i/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 50-5/$" 36" 49-5/8" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-5/8" 52-1/8 75.0 75.0 80.0 85.0 19-1/B" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 $5.6 37" 63" 36" 62" 75.0 75.0 80.0 85.d 49 48" 75.D 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 7fi" 36" 75" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75A 80.0 85.0 19-1 /8" 18-1/8" 75.0 75.4 80.0 85,0 26-1/2" 25-1/2 L (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '131' MUST BE TEMPERED. s"IxOi DCT REVISE as ccmFpiying widhihe FkAft g B1jiidxh-.F- EC€gi >Iii, fade Product ®®®�t4iili9gl®®/ q�4f ®o, ° o ry�y1q ® ® ST TE OF �� o l 0 Z M j 0z �v N a 0 � >n 0 ' ao�c v 0 CL U. 0yh �} 0 yj ei IQ'a>m 0 0a.a<°f ° Ow°0o� a ca QMz_5 w :) w wN - o c50< S j QzM9 vi N rn u -s oLr) L O O = O w C) w rK Q O = 04 a r r LO NM to w 0 r+J C vi �C) _M _ 0LLJ .. E C 7 O Q w w U F- Z � � m g U � m U _ C: OU d O o_ F -- U a w 5 o d- err n ri a o w N rn rn 0 0 0 0 v 0¢ m o 0 Q I O N a ai a fl O V L L v m a u drawing no. W10-03 sheet 3 of g 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR OR .090" Interlayer .090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' F1/8" ANN. GLASS � 1/8" HEAT STREN'D GLASS M m SILICONE u7 SILICONE M1 GE 1200 M1 GE 1200 c� i! DOW CORNING 899 N ! i? DOW CORNING 899 II II DOW CORNING 995 €I rI DOW CORNING 995 xa 0 0 E8 W E6 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES M4WIDER THAN 36" W M4 WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE V 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE .090" Interlayer SentryGlas SentryGlas By `Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN, GLASS OR OR .090" Interlayer 1/8" HEAT STREWD GLASS .090" Interlayer Trosifol PVB Trosifol PVB By 'Kurcray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS z F M SILICONE m SILICONE 0 GE 1200 z cn GE 1200 DOW CORNING 899 DOW CORNING 899 N \ M1 I it I I DOW CORNING 395 iv \ M1 I DOW CORNING 995 I !! [I XL EDGE SPACER �I �I �I XL EDGE SPACER i II Ij ST. STEEL BY 'CARDINAL' it �! ST. STEEL BY 'CARDINAL' OR OR DURASEAL BY 'QUANEX' I4 DURASEAL BY 'QUANEX' OR OR W E9 SUPER SPACER BY 'QUANEX' W E9 SUPER SPACER BY 'QUANEX' F H M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE `BV 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY) 0.70" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '131' MUST BE TEMPERED. s"IxOi DCT REVISE as ccmFpiying widhihe FkAft g B1jiidxh-.F- EC€gi >Iii, fade Product ®®®�t4iili9gl®®/ q�4f ®o, ° o ry�y1q ® ® ST TE OF �� o l 0 Z M j 0z �v N a 0 � >n 0 ' ao�c v 0 CL U. 0yh �} 0 yj ei IQ'a>m 0 0a.a<°f ° Ow°0o� a ca QMz_5 w :) w wN - o c50< S j QzM9 vi N rn u -s oLr) L O O = O w C) w rK Q O = 04 a r r LO NM to w 0 r+J C vi �C) _M _ 0LLJ .. E C 7 O Q w w U F- Z � � m g U � m U _ C: OU d O o_ F -- U a w 5 o d- err n ri a o w N rn rn 0 0 0 0 v 0¢ m o 0 Q I O N a ai a fl O V L L v m a u drawing no. W10-03 sheet 3 of g TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK d ° 4 ° 4 m EDGF4. DIST. ' xQ 0 $ d 0 J SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL O 9 ° EDGE DISTp `r' TYPICAL ANCHORS 1BY SEE ELEV. WOOD BUCK FOR SPACING METAL STRUCTURE 1:110012111111 TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRANCE FOR SPACING 2 3/8" MIN. s \ 2 3/8" MIN. \ l i \ N \ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. a TYPICAL ANCHORS SEE ELEV. FOR SPACING r— ------------ ----- I MIAMI--DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I I �j SEE SEPARATE NOA 4� II €I I IEDGE DIST. � I II €� �---- --- ----^------ SJ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL. STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •� 0 0 1 0 Z M i Z "' a Q F N 0 - CL UmO 40` m U a jLu N X� AW ri >M o U)0 It N w:5 w� "o IL z 02 M J 0(D W QWm TYPICAL, ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW(Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY ' ELCO' (Fu=1 77 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS cn 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ZD 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z z #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) C/) INTO MIAMI—DADE COUNTY APPROVED MULLIONS w w OR METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND 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) TYPICAL- ERGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. .�2 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ?"QDUC,TV%SES ®0�44fl99Bd`p® C o a' LO LO It J L0 0 L � 0 O LL x p L >i o~ LO U7 c N 0 o C) U f ® 'VATR OF drawing no. ®� ®o�P, W14 -Q3 e� ���AL dlij%\sheet 4 of g 1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS 0 O 0 n % TYPICAL ANCHORS TYPICAL ANCHORS O H (9 a SEE ELEV. 1 2 S6 SS SEE ELEV. Fw FOR SPACING 1 M9 FOR SPACING Q W Z N a FLANGE ADAPTOR FRAME mo 0� M 0 MCI METALSTRUCTURE - 1' 1%4" 0 0 ui el 0 2t _ w -- -- - -- 0 11L, 01 _ -- - 0LIr pc W Ill 41 O '(04 A _ i W 1 B A Vi' =02 m EXTERIOR WOOD BUCKS =-- J 0 a j 13 Q D.L. OPG. ¢ d E1 Iii III O wm� II II D � � m 1/4" MAX. BUCK WIDTH 1/4" MAX. SHIMS SHIMS O rn TYPICAL ANCHORS O SEE ELEVTYPICAL ANCHORS . FOR SPACING SEE ELEV. j = O a o, FOR SPACING vi 0 W �- N Q O S o � N o 1 4�4... ONLo p� W 3po 0 M Y WOOD BU Z 'O uO1i .,o OR aWOOD STRUCTUR o E260 1 B .w 10 w 3 O� F WOOD BUCKS � m m s LL n MIAMI—DADE COUNTY o g APPROVED MULLION mow & MULLION ANCHORS 1/2" TYP. — m U a w r SEE SEPARATE NOA E m < o BUCK WIDTH BUCK WIDTH m a z INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. I I m o 0 0 0 I I }%Y.C'i3iJC9 iT.Ei'`sS 2s cn,rAying wilhOW FkAka �(�1�8 qM'® + :. :. .: -.. ya at.a!8 �$�6: . ✓U L4' 0\ v \,®CENS� Vf T a u O L 10 TATE OF drawing #14 X 1" FH. SMS. %®��° °<OR10%0'°���� W10-03 ®NA TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE \ FOR SPACING TYPICAL ANCHORS SEE ELEV. m Ea DIST. ' FOR SPACING 0 0 d e a m GE DIST. \ m SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL I ti l4U © E5 x C) E4 w HN x W Y m �v I ' III III W I �Il ill ti E EDGE DIS° \ .. \ TYPICAL ANCHORS SEE ELEV. °. FOR SPACING WOOD BUCCKK EQUAL LEG FRAME it_____________I II MIAMI—DADE COUNTY APPROVED II N EDGE MULLION & MULLION ANCHORS \ T N li SEE SEPARATE NOA it \ EDGE DIST. x x \ U TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVFn MIIIIInm EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8MIN. a � M � 2 3/8" MIN. N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. n u d < d a e s T 1'1t0-"Duc ' REV. 9F.d3 ; Uildina Cad, RcceR3rea:�fi°icr a{ -6D1 �.C3$ Expiration Tate °r aLli Dade product CM d ° a \ \LTYPICAL ANCHORS SEE ELEV. FOR SPACING •°°�®c�iN4 -.9 eN,®'9a P OP uj � N N m N (0 O v = O O Ld x p Ld Of w U) a C: o O SN o U) In N W "q m 0 M z O Z J w cwii � O - o � U O Q a w O z V o " vwsi G a U o N _ N drawing no. W10-03 >heet 6 of 9 CD TYPICALANCHORSLtT�T �D���{E U M 1' lIV lb 1Vl U ILLUSTRATIVE DTLS. ONLY /R p EXT. OR INT. FINISHES E11 FOR SPACING �Y o NOT BY CGI Z h % Qw MN HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q IL q N o NOT BY CGI O w N ` ro O8 SMS (GRADE 2 CRS)11 N A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: C L BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 U 0i I� li 0 CAULKING 0 m D �1 II M2 C GD . G a d III III S5 O N Np II Q W >IL a �I II M9 J ems m Q i O Qwm�r J m 0 Qi II II II II � II Ij Ij SWEEP LOCK 1 II II 1 OPTIONAL TO v C EB EGRESS LOCK — AT SILL o L O WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4 NOT BY CGIMAX. = O w a O ES GAP GAP 0 LU w F- E4 1/2" MIN. 1/2" MIN. �zU) 0 =N r 0-0 D2 O_NIw o�MN O BACKBED U O Q s CAULKING w U z N z I� II z O > U NG a of o N Qo 54 z z M1 i HOUSE WRAP E6 NOT BY CGI vi o e r G O j E3 Es EXTERIOR m m m a m M9 D.L. OPG. a 0 0 0 0 2 � ¢ m o 0 M14BACKBED :is cc,e,*piysr.w.+a&3: L4 ®\\1Y9109 B/y0 O CAULKING E2 ep. see Abi _i vvv - •°••.�� ��i "n _. s iaa Date 2Di 9.\OEA9�¢ ' N \ HOUSE ® N®. 7 B2 a o NOT BY CRAP z : _de Perducf CrcaS�=u(', v a e GI TATE OF drawl Ell TYPICAL ANCHORS i®' ° L®R9®�°°"0�� W10-03 FOR SPACING ',,�® I��o p N sheet 7 of 9 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW SS 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY S6 2/ LOCK # 6 X 1/2" LG. FH. SMS. ®CGI -133 &CAM LOCK 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW SS 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. 2.505-1250570 �� oss s2 S2 U z� U o 0 � 1.745 .811 .745 .065 -�- TYR .-LU811 1.245 .745 .065 1.550 1.680 0 ,{ 8 _ '� Z Mei 0 F_ M i z a F w Z t�v Q a z < o- �O NP. .050 Ll //p�� !� m O U 812 FLANGE FRAME HEAD I1.015 1.015P- E1 FLUSH FRAME HEAD 1.395 E11 NAIL FIN ADAPTER �� �j) cq w x Q 0 W ti �i p tti m a IL 0 ro o 0 C O D N �. Z N 1.583 1.583 .745 1.007 .ossos5 nP. NP. oss LL z y LL c p $ m TYP. 1.368 2.113 J z m Z 1+1 - w Qwm�~ 3.675 1 425 3.175 429 3.175 1.015 VENT TOP CORNER 0 - 500 500 20 1.220- 000F_ .500 SIII F=-2.505 Ea MEETING O RAIL FRAME TOP CORNER g c O1 -2.505 Ei4 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.220 1.043 1.788 /may vi a 0 t0 w 4 "Ov1 O O .500 1.301 1.301 S2 o H r 7n F.065 .065 .065 NP' w z N 0 M M rn NP. NP. 1.015 Zo 2.440 1.015 2.440 1.015 85 LOCK RAIL FRAME BOTTOM CORNER w w O ro � C) .745 L 2.195 VENT BOTTOM CORNER N .745 O m m 2.846 2.3464 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1.892 .065 1.043 Ty?.?.� wuozo z o 6aa w Uoz.n <aor .4901-1 .1 .Z5 50 NP. 7_0nP. S2 �I 1.015 c 2 N m O N �I .854 .864 k- Es HAND RAIL <Jt JL"i x "v 9ED J-0 ESE9 516" GLAZING BEAD .700° GLAZING BEAD - c�M,�YMg W4Qf. the r$ ° 4- 419909 'mwmg 0 , 1.449 �D.A�4f ji p-1.395 7 .180 .293 .7445 1.450 ®® .180 Z"9 F:^.;�_.� Dade Py 'crA+e ; _ ,,;°-. N9. `!®592 � e i7t ti $ r .050 � � .060 �� �� 1.021 .065 1.015 .560 .050 ®�° ° ! i �® a m a` O .065 1.413 CI p® ®'•./� S 4E®P �� °��; drawing no. ppm®�°• W10-03 M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 810 FLANGE ADAPTOR ///®/ AB1"�jgt���`\e sheet 9 of 9