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HomeMy WebLinkAboutProduct Approval - sliding window w MIAMI-DADS _ MIAMI�-DADECOUNTY,FLORIDA IR 11,51 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&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 120"Aluminum Horizontal Sliding Window-L.M. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17,prepared by AI-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: rge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 No. 15-0929.13 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. Mu�rfFoaDE cour,n NOA No.17-0918.09 � apiration Date: September 22,2020 2r�i� Approval Date: November 02,2017 Page 1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMHTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Honiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1,3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, 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 201-94 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,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 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. (Submitted under previous NOA No.15-0512.05) 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 project out window, to qualify DuPont`Butacite"PVB interlayer, Duraseal® 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. (Submitted under previous NOA No. 15-0512.05) orge r*L Plasencia,P.E. Prod ct Control Unit Supervisor NOA No.17-091809 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN pmn) 4. 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 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. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113-2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5u' Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16,signed and sealed by Javad Ahmad,P.E. 2. GIazing 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. 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. ge M.Plasencia,P.E. Produd Control Unit Supervisor NOA No.17-091&09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTrfUED) 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 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,of complying with FBC 5th Edition(2014)and of no financial interest, dated 08/17/15, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA 3062W, dated 07/07/15, issued by Certified Test Laboratories,signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB,dated 03/03/15 and CTLA 3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1,4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 4'3 orge M.Plasencia,P. E. Produ'c't Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18. 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 to FBC V Edition (2014) and , C 6 Edition dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad P, P.E. G. OTHERS 1. This NOA revises NOA#15-0929.13, expiring on 09/22/20. orge M.Plasencia,P.E. Prq&uct Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-4 jYpICAL ELEVATION E WIDTH SUCKI FLANGE WIDTH s 1/2" 6• B TYPMAX . HEAD/SILL S TYP. N 0 HEA SILL y S MTG. STILE �1 _MTG.$TRE ' �,f n J C oGn 11 jj F I I F II F ❑ f` e LIIt e u e , II e n e tl p�~ IRlo ii (p II ii 11 ti VT11 FALSE MUNDNS IDOL.ANCHOR REpO. FALSE MUNTINS v L ANCHOR RE00. (SURFACE APPUED) 32 7/B" 32 7/B" AT CENiTA OF ALL PANELS (SURFACE APPLIED) 32 7/e' 32 7/H' CEPlfER aF ALL PANE35 y� p y OPTIONAL D.L OPG. D.L. OPG. FIXED OR OPERABLE OPTIONAL O.L.OPO. D.L OPG. ED OR OPERABLE g O I ABOVE 30'PANEL WIDTHS 36 ABOVE 30'PANEL WIOTHS O 3e 3/8" AT MEAD/SILL VENT WIDTH AT HEAD/SILL C VE LANGE & FLANGE D EQUAL LEG FRAME ' H N M , v 3 „G' L z . eucK WIDTH SERIES SENTINEL 120 o—sg s %z^ 13 5/16. y7 ALUMINUM HORIZONTAL SLIDING WINDOW HEAP/SILL 3,yp w. HEAD/SILL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O A2 _MTG.STLE � CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED e -- an complying with the Florid• APPROVAL APPUES TO SINGLE UNITS OR SIOE BY SIDE COMBINATONS Building Cod• OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI-DARE COUNTY NDA-No. '17.09'18.09 ° E1 APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS Expiration Do 08/2212020 IN BETWEEN. II N F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL By 0 8 II II MI•m •Product WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o !� ti '/ REQUIREMENTS OF THE 2014(STH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS 1BY OR 20Y WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BE - 'R II DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT - ___JL_____ TO THE BUILDING STRUCTURE • S SMALL MISSILE IMPACT 4 9�W�, -11 II ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS rr1� I AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE rr{� U'0 1AWAIT jj MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. B 1 II A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v Hit ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE.mp MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT -FALSE MUNDNS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ;�}(SURFACE APPUEO) 32 7/B 32 7/e" REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. OPTIONAL OPG. D.L OPO. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF D.L � � drawing no. 36 3/e" OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR .. `� W 1 O_t p WATER INFILTRATION RESISTANCE ETC. TY V VENT NTo1H FIN FRAME CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. / AND TO BE REVIEWED BY BUILDING OFFICIAL. 1 I1 II t sheet 1of 1 TYPICAL ELEVATION 111' 110" FLANGE WIDTH FIAINGE WIDTH 8' S 1/2" o HEAD/SILL b" HEAD ILL MAX 8"Mo. 7 Z w^ 3 � O � a � II II II II II II Q y m u 8 N 6 II 11 8 et II 0 II II S Q�ut H G3 0 ___ II II __ vx II II __ LH --�r-- - - �r it IA, D II ` S it II 1 z1 , U u t � C I _ i FALSE MUNTINS JAOOL.ANCHOR REOD. FALSE MUNTINS rADDL.ANCHOR REQO. �1 n (SURFACE APPUED) 24 i/2" 49 S/S' AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2" D.L. O49 5/8' AT CENTER OF ALL PANELS OPT10NAl O.L. OPO. D.L.OPG. Fl%EO OR OPERABLE OPTIONAL D.L OPC. PG. F'D(FD OR OPERABLE WIDTHSO W AS ABOVE 30'PANEL ABOVE 30"PANEL WIDTHS 28" AT MEAD/SILL28" AT HEAD/SILL VENT 1NDIH VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME gypCI ^$ 1Z o .00 3 n 110 r 2E N BUCK WIDTH R 5 1/2" 13 5/16'MAX KAX. HEAD/SILL 5 M HEAD/SILL U STILE _ 8 - N ' II II ' I II It _ It AT !; g ! 'JP;�; PRODUCT REVISED asco11doy o�iwlth the Pbrld, �FALSE MUNDNS SURFACE oPnUED) 24 1/2' 49 S/S" NOA�Io. 17-0918.09OML D.L OPC, D.L OPG Expiration Deh 9/22/2020 01 �28' sy o .. � VENT WbTM [#lam a ro uct ontro A1" N� EIN FRAME �/A fl Ily\ sheet 1,1of 11 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) PRODUCT REVISED ■s eom Iying with th■PI rift �Y SID.LTG.BAD. B.D. MTC. RAD. STD. XTG.RAIL B.D.LTG.RAIL B.D.XTG.RAIL Bulldlny Code 140A-No. 17-0918.09 Z GUSS TYPES A'1155 TYPES GLASS TYPES GIAS6 TYPES GLASS TYPES e ■ J FLANGE DIMS. BUCK DIMS. 'A'Y'AI','B'ATll' 'B'It'Bl' FLANGE DIMS. BOCK DIMS. 'A'A'A!','B'A'B1' 'B'Y'Bl' T,t'01• Expl-tien Dab 09122/2020 Q n W WIDTH HEIGHT WIDTH HEIGHT EXT(+) IM.(-) EXT.(+) INT.(-) WIDTH HEIGHT W7 DTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By Q2 26-1/2" 25-1/2' 55.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90,0 85.0 65.0 ml■m- ■ ro uet ontro O$R'I p 37' 26' 36" 25" 65.0 66.0 80.0 90.0 8-15/16 26' 7-15/18 25" 85.0 65.0 80.0 90.0 65.0 65.0 d J N 0 5 3 -1/8" 62-1/8` 65.0 85.0 80.0 80.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 74' 1 73' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 66.0 80.0 90.0 65.0 65.0 Q)77j yl A 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 8-15/16 38-1/8" 7-15/18 37-3/8" 65.0 650 80.0 90.0 65.0 65.0 I V O yiI N 37' 36' 65.0 65.0 80.0 90.0 8J-1/2' 52-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 I ¢0¢& g 53-1/8" 8-S/8" 52-1/8' 37-3/8' 650 6.0 50.0 90.0 SS-3/4" 54-J/4' 550 BS.O 80.0 90.0 65.0 65.0 Q h 0 74 73` 55.0 85.0 80.0 90.0 6-15/16 50-5/8` 7-15/16 49-5/8' - - - -- 65.0 65.0 26-1/2' 25-1/2" 85.0 1 65.0 80.0 90.0 83-1/2" 62-1/2' - - - - 65.0 65.0Q W o 37' 36" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 u' Z o F R 50-5/8' 48-5/6" 53-1/5' 52-1/8' 65.0 65.0 60.0 90.0 8-15/16 63" 7-15/19 62' - - - 65.0 55.0 Q m 74 1 73' 65.0 65.0 NO 90.0 83-1/2' 82-1/2" - - - - 65.0 65.0 0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 37' 83" 36' �Z. 65.0 65.0 SOO 90.0 53-1/8" 52-1/8" 85.0 65.0 80.0 90.0 3 0 iO C I 74" 73' 1 60.2 60.2 1 80.0 1 90.0 n (I/3W) (2/3W) i G 0 W (1/2W) (1/2W) c 4 S G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 0 'XO OR OX' 3 h OPERATING VENTS T THE WINDOW WIDTH 3 0 R XO OR OX' L) 0 I4`TYP. BUCK DIMS Yi`TTP. BUCK DIMS BUCK DIMS o_ 0 FLANGE FRAME EQUAL G FRAME FLANGE ADAPTOR FRAME a. FLANGE DIMS I FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME m F T N- EQUAL LEG FRAME °s s o 9 eoW ES . �J►` ..... �., 1 A ):•'viceNSF'• D � wre NOTE: 7 GLASS CAPACRIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) TE OF drOwing no. AND FLORIDA BUILDING COMMISSION �!!!��' ?` W10-18 STD. MPG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 '/ YT PVAl�1�`�` /1/1111111`` sheet of 1 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSFy�U PRODUCT REVISED (710K SIZES) (XOX SIZES) plYin ith the Fladde o suliding Code STD.MTG.HAIL N.D.MTG. RAN. STD.MTG. RAN. N.D. MTG. RAD, H.D. MTG.RAIL HOA-No. 17-0918.09 ; GIMS rrPL'4 a=TYPES GLL45 TYP&9 GwS rrpe6 GLASS TTPBS lxpintlon oas•09/22/2020 0 n d FLANGE Dl BUCK DIMS. 'AVAl','B'A'81' 'B'A'BI' FLANGE DIMS. BUCK DIMS. TVAV.'B'A'BL' V d'Bl' 'C'k'CI' 2 2 WIDTH HEI T WIDTH HEIGHT EXi.(+) INT.(-) FM.(+) INT.(-) MOTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXP.(+) INT.(-) EXT.(+) INT.(-) ly - f Z as NIIami- a roduct ontro a S 74" 73" 65.0 85.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 85.0 85.0 O 106-1/4' 2' 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 00.0 90.0 85.0 65.0 111' 110" 85.0 65.0 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 85.0 65.0 74' 73" 65.0 65.0 80.0 90.0 74' 73" 65.0 85.0 80.0 90.0 65.0 85.0 Q Ijj N 106-1/4" 38-/8" 105-1/4' 37-3/8' 65.0 65.0 60.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8• 66.0 66.0 80.0 90.0 85.0 65.0 V uIm 111' 110" 65.0 65.0 80.0 90.0 111" 110' 85.0 65.0 80.0 90.0 65.0 65.0 74" 73' 65.0 85.0 80.0 90.0 74' 73' 55.0 65.0 80.0 90.0 85.0 65.0 O-6 105-1/4' 50-/8" 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 108-1/4' 50-5/8' 105-1/4' 49-5/8" - - - - BS.O 65.0 161/p 111' 710" 65.0 65.0 60.0 90.0 111" 110' - - - - 65.0 65.D LL RW'm pg 74' 73" 65.0 65.0 80.0 90.D 74" 73" 65.0 65.0 80.0 90.0 66.0 65.0 I O f L" 108-1/4' 8 105-1/4" 62" 81.6 61.6 80.0 90.0 106-1/4' 83' 105-1/4" 62" - - - - 65.0 65.0 Q f 111" 110' 80.0 80.0 80.0 90.0 111" 110` - - - 65.0 65.0 yyy P C N 0 N O � (1/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) 0 W opo R 0 ERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH - '0 3 n cz� 'xox' XOx, 3 0 x*TYP. 1 BUCK DIMS K"Tom• BUCK DIMS BUCK DIMS rp �A o FLANGE FRAME 011 F AM FLANGE ADAPTOR FRAME _ FLANGE DIMS I FLANGE DIMS _I u g4 I FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME a s I - I Pg i N .70592 NOTE GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 7 OF 111`` drawing no. AND FLORIDA BUILDING COMMISSION S 0�.•,cea��� t+ W10-18 STD. MTG. RAIL: 0- H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 r ' 1111 111ttt1 sheet 2.1 of 11 i U DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF PRODUCT REVISED �4. n (XO OR OX SIZES) (XO OR OX SIZES) Bulicamdlny ICodawith the Florida C M. WrG. RAD. D.D.MTG.RAIL SM. MTG. RAIL B.D.YTG.RAIL R.D.MTG.RAIL NOA-No. 170918.09 Z GLM99 TYPES GIASS TYPES GLASS TYPES GIASS TYPES CUSS TYPES Q b BUCK DIDIS. 'I'k'Al','B'A'BI' 'B'a'BI' BUCK DIMS. 'A'i'Ai','B'k'61' 'B'k 11' C.A'CC Ewpintlen Data 09/22/2020 MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) my Mlaml-0a ro act antroQ d S o 25-1/2' 65.0 65.0 60.0 80.0 54-3/4' 55.0 65.0 80.0 80.0 05.0 85.0 Q' 36' 26' 65.0 65.0 80.0 80.0 -15/16 25' 55.0 65.0 80.0 80.0 65.0 65.0 �N� 52-1/8' 85.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 60.0 63.0 65.0 0. O w W 73' 63.0 65.0 80.0 80.0 54-3/4' 65.0 65,0 80.0 80,0 65.0 65.0 C G tq 25-1/2' 65.0 65.0 80.0 60.0 7-15/16 37-3/8" 65.o 65.0 80.0 80.0 65.0 65.0 V A 36' 37_3 8' 68.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 55.0 C'S 52-1/8 / 65.0 65.0 80.0 60.0 54-3/4' 65.0 65.0 80.0 80.0 55.0 55.0 Q 1 O 73' 0 13 55.0 65.0 80.0 80.0 7-15/16 49-5/8" - - - - 85.0 85.0 a+Ol N C: 25-1/2 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 86.0 36 49-5/8' 85.0 65.0 50.0 80.0 54-3/4' 63.0 85.0 80.0 80.0 65.0 85.0 j Ig Ob 52-1/8 65.0 65.0 80.0 80.0 7-15/16 62' - - - - 85.0 83.0 Q W f 73' 65.0 65.0 50.0 60.0 82-1/2' - - 65.0 65.0 25-1/2 $5.0 65.0 50.0 60.0 36' 62" 65.0 65.0 80.0 80.0 52-1/8 65.0 65.D 80.0 80.0 73' 1 60.2 1 60.2 1 80.0 1 80.0 (1/3W) (2/3W) 0 t5 i Np (1/2W) (1/2N') eg I {n 4 OPERATING VENTS TO BE 1/3 Of THE WINDOW WIDTH o x N o 'XO OR OX' g 'n n 0 3 n OPERATING NTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' c�01 U-3 O BUCK DIMS o FIN FRAME amo FIN FRAME g s `AAA II III I,I/l7j o E5 r•..11 �...Sr - No.7 70592 =_ � � �, �• NOTE: $ b GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF . drawing no. AND FLORIDA BUILDING COMMISSION '; S+S ID!`' \ W10-18 STD. MTG, RAIL, H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �7�/ ,IIIL1`tA`` Sheet 3 of 11 DESIGN LOAD CAPACITY - PSR DESIGN LOAD CAPACITY - PSF V 5 (XOX SIZES) (XOX SIZES) PRODUCT REVISED �� ws complyln wlih the Florida M.HTG. RAM A.D.MTG.BAIL STD.MTG.RAIL B.D.HTC.RAD. H.D.MTG.RAIL Building Cads NDA-No. 17.0918.08 CLt96 TYPES GGSS TYPES GLASS TYPES CLLSS TYPES GIAB9 TYPES Z n Expiration Data 09/22/2020 �_r BUCK DIMS. 'd'k'AI','B'k'Bl' 'B'k'BI' BUCK DIMS. 'A'k'Al','B'k'BI' 'B'k'81' 'C'k'CI' i "a WIDTH HEIGHT EXT.(t) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT,(-) IXT.(+) INT.(-) my F W L n a 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 Miwm ed ro uctControl U 105-1/4' 25' 65. 65.0 00.0 80.0 105-1/4' 25' 65.0 85.0 80.0 80.0 85.0 55.0 d C 110' 65. 65.0 80.0 80.0 110• 65.0 85.0 00.0 60.0 65.0 65.0 �p 73' 65.0 65.0 00.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4' 37-3/8' 65.0 05.0 60.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 V p m 110' 65.0 05.0 50.0 80.0 110' 1 65.0 65.0 80.0 80.0 65.0 65.0 Q'0 0:m g 73' 65.0 a. 1 80.0 80.0 73' 65.0 85.0 80.0 80.0 65.0 85.0 0 4 q 105-1/4' 49-5/8' 55.0 65.0 80.0 80.0 105-1/4' 49-5/8' - - - - 65.0 85.0 en A2 z 110' 65.0 65.0 80.0 80.0 Ito* - - - - 65.0 65.0 LL z H 73' 65.0 65.0 80.0 80.0 73' 65A 65.0 50.0 80.0 65.0 65.0 1 p n 105-1/4' 82' 61.6 81.6 80.0 80.0 105-1/4' 62' 110' 60.0 80.0 80.0 80.0 110' - - - - 65.0 65.0 0 P U b � C m (1/4W) (I/2W) (I/4W) ` 6 G 0 c y u1.- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 'XOX' 'XOX' c Z 3 0_53 BUCK DIMS 0 FIN FRAME - m FIN FRAME s s " No.706B2 77 d �, NOTE: - - b GLASS CAPACITIES ON THIS SHEET ARE u E4 E4 OF y'\� drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) .,A(�� AND FLORIDA BUILDING COMMISSION '',�S'• , D!•' �.` W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �i,�/® �H,,,I 111Y71 sheat 3.1 oT 11 1/8'ANN. GLASS 1/8' HEAT STREN'D GLASS V v PRODUCT REVISED .075"Interlayer 075'Interlayer a.—piling with the Florida q SSofiaallev CP With PEI Core Soflex CP Wilh PET Core Bullding Code By'Eastman Chemical Co.' By'Eastman Chemical Co.' NOAMNo. 17-0918.09 ; OR OR Z m .090'InteHoysr 090'Interlayer E plratlon Date 09/22/2020 e Sofiex Gear And Color aloes Sanex Clear And Color Glass 1/B' HEAT STREN'D GLASS n By'Eastman Chemical Co.' By 'Eastman Chemical Co.' By F i = a OR OR 075"Inteda er Mlam a ro uat antro 1�' 090'Intedayer 090"Interlayer Sallex CP With PET Cors z O O-.4 u SentryGloe Sentry0laa �, 0 C 'Eastman Chemical Co.' d N By'Nuroroy America, Inc.' By'Kuroray Americo, Inc.' OR O 090"Inted OR OR 090'Interlayer oyer 090'Interloysr SentryGloe 0i Inn u. Troalfol PV8 Trosllol PVB By 'Kuroray America, Inc.' V O N By Kuroray America, Inc.' By Kumray Americo, Inc.' O 1/8-ANN. GLASS 1/8' HEAT SIREN'D GLASS 1/8"HEAT STREN'0 GLASS 0 w naW p H SILICONE �� SNCONE RK 22 i OE 1200 Z m GE 1700 GE 1200 Q w g q DE CORNING 899 = DOW CORNING 899 9 DOW CORNING 899 lL ?C f n \ M7 DOW CORNING 995 \ M1 DOW CORNING 995 \ M7 DOW CORNING 995 a to S il I.II'I0 w ES EB E8AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES M7TWW 36' 444111 M7 WIDER THAN 36' M7 WIDER THAN 36' 0 O LWl GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 5/16'NOMINAL LAA.GLASS 5/18'NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS C O IV d Y !A'n m 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS N p h n 075'Interlayer 075'Interlayer 3 Soflae CP With PET Core Saflax CP Wlth PET Core C= OR 69tman Chemical Co.' By'Lostman Chemical Co.' 3 CS OR O— .090J Interlayer .090'Interlayer 1/8"HEAT STREN'0 GLASS U C Saflei Cleo,And Color Glass Sages Clear And Color Glass By'Eastman Chemical Co.' By 'Eastman Chemical Co.' C� OR OR .075'Interlayer 1/4"AIR SPACE 090'Interlayer 1/4'AIR SPACE 090'Interlayer 1/4' NR SPACE SaOex CP With PET Core SentryGloe SentryGloe By'Eastman Chemical Co.' By —ray America,Inc.' By 'Kurarcy America, Inc.' OR 1/8'ANN.GLASS OR OR 090'Interlayer a 090'Interlayer 1/8'HEAT STREN'D GLASS .090'Intedayer 1/8"HEAT STREN'D GLASS SentryGloa Trosifol PVB Troelfol PVB By'Kuraroy America, Inc.' c f5 o By 'Kuraroy America,Inc.' By'Kuroray America, Inc' g o 1/8'ANN.GLASS 1/8' HEAT STREWD GLASS 1/8' HEAT STREN'D GLASS ss m SILICONE ' SILICONE SILICONE z GE 1200 = GE 1200 i GE 1200 y� DOW CORNING 899 s DOW CORNING 899 = m DOW CORNING 899 \] Mi DOW CORNING 995 \ Y1 ..i DOW CORNING 995 \ M1 DOW CORNING 995 e c 0'm S 098 F XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER .'u 0 W 4 e ST. STEEL BY 'CARDINAL' .i ST. STEEL BY 'CARDINAL' ST.STEEL BY'CARDINAL' OR OR OR LC OURASEAL BY'OUANEX' C DURASEAL BY'OUANEX' 0: DURASEAL BY 'QUANEX'0 OR OR OR E9 SUPER SPACER BY'OUANEX' W E9 SUPER SPACER BY'QUANEX' E9 SUPER SPACER BY 'OUAND(' ),••'UCEN,gAc' �� M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS All SIZES M7 AT 1/4 POINTS ALL SIZES 70592 GLASS TYPE 'Al GLASS TYPE 'Bl' GLASS TYPE 'Cl 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAM. GLASS 0.70'OVERALL INSUL LAM. GLASSA drawing n0. •...fOr.•�yG�.� W10-18 IN ORDER TO OUAUFY FOR SMALL MISSILE IMPACT RATING 7�yyr Q AL�.\\x EXTERIOR PLY OF GLASS TYPE'A1', 'B7' @ 'Cl' MUST BE TEMPERED. r111I i l T l\\ Sheet ¢ 0f l ""C"°"S u�SEE ELEV. TAE FLANGE & FLANGE ADAPTOR FRAME y,�V 18Y FOR SPACING IMOD�� I TYPICAL ANCHORSSEE ELFV. � oI '�d �. ,�!7 . ,••r EDGE DIST:• R SPACING fr__ ______i� O • 3 I MIUAI-RADE COUNTY APPROVED I I k q = I I MULU N h MULLION ANCHORS a EDGE IST. u' I 3 I SEE SEPARATE NOA I Q f = 3 61 I I EDGE DIST. L--_--- --------- I _ I I' O © —7 - - - ------_ ! 1 ii SEE ELEV. SE1EE TYPICAL ORS Wq I 0 n ji FOR SPACING FOR SPACING n 2 3/5'MIN. Q m f —�y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. li \ Tjr FOR SPACING A] FZ-S/E'MIN. 1/4' DUl ULTRACON BY 'E a�177 KSI,FY-155 KSI) 0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES G r 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p CS $ ��` THRU 1BY BUCKS INTO CONC. OR BLOCKS C --- 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o w O o WHEN USED THE MIN.WOOD BUCK 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 31! M `. x P•S DEPTH SHAD BE 2%'.THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS HY a DEEPER OR BEVELED WOODBUCKS IS D 0 3 n OM PFRMTRED. 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y c Z - OG 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) t; ��, X14 _cMS OR SELF MLI IMO e_GREWS (GRADE 2 CRS) g v Lqi o .lo INTO MIAMI-OADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) 8ui1d— lyln9e Ith the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c $ 1 O I - Now-No•CCodd 17.0918.09 TYPICAL EDGE DISTANCE K E' Expirallon Dot*09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. t i Illy INTO WOOD STRUCTURE - 1' MIN. a 4 Mo i W2 a •Product Control INTO METAL STRUCTURE - 3/4' MIN. 1 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. - W1 CONCRETE AT HEAD,SILL OR JAMBS fe - 3000 PSI MIN. •°105 l B 2 W3 i EPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. o a 9 a a O O I W1 END WITH PLASTIC COVER OVER AT 4-1/8' FROM EACH ` \\1 t �7 oc - UE PVPD...., W2 = 1/8" X 1/2' WEEP SLOT AT 3-1/8' FROM EACH END �. A. ; �: 4 W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8' FROM EACH END r, .t: ••*, ••••^ .: .f I TYPICAL ANCHORS w ul • '2 b EDGE + '.' .. .�• d .� ra I SEE ELEV. p .: � drawing no. • 1YPIGL ANCHORS I I FOR SPACING ,.. ''. •L `rW000 BUISY CK FOR SPACING '• •� f + fi J t�1i '�i�'.0- ``� W 1 O—�S EDGE DIST. rF 11 I \\ sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME 4th 1/4'MAX, ffucK WIDTH I/4•MAL a SHIMS VENT W10TH VENT WIDTH SHIMS TYPICAL 5�ANCHORSLA � O O O FNGE ADAPTOR FRAME F $ FOR SPACING E F F s a ,/s TW. S U V,Q WN �j LL r .._.. 2 WOOD �1 v1 O .-SR 8 CREENS OPTIONAL .__ - .._.. ................. .._.. WOOD STRUCRIR S G R �zN S Iffy Z WOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS •• D.L.OPG. SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPROVED MULLION d V h MULLION ANCHORS O ¢ V [ I SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH O ALTERNATE 6 0 O O SWEEP LOCK a O OPTIONAL TO SPRING LOCK 0 2 �n - 1 I -.. .. .. .. .. SE 3NM� II o 3 II I I E=li O TYPICAL ANCHORS N n SEE ELEV.FOR SPACING O 1/4'IWf. BUCK WIDTH I/4•MAX \ c SHIM I SHIMS N U VENT WIDTH 1 � TYPICAL ANCHORS E F G TYPICAL ANCHORS R€0 SEE ELEV. 1 SFE ELEV. FOR SPACING , FOR SPACING P� INTALLATION DETAILS SHOWN ON PAGES 5 AND 8 APPLY TO BOTH FLANGE FRAME AND I' /4• FLANGE ADAPTOR FRAMES. - - - - - - II �0WLLox METAL ii _ �`ItII11 A NNNNNyi,�� I e STRUCTURE ` Jp.D•••N ! �F �._.._ -SCREENS OPTIONAL J, C' - I -- PRODUCT REVISED e • u 5 Complying with the Florida EBillyBuilding Code 1',�•L•„-1 FS tD WOOD BUCKS NOA-Nu, 17-0918.09 EXTERIOR ' 1 ,( F Expiration Date 09/22J2020 E OF dravrinq no. XO LAYOUT D.4 OPG. ' IOC W10-18 Mlam as o �c n ro �Si1j11 ��-EYt��� sheet of�� AL u SEE STTRRUUCTURE EQUAL LEG FRAME 4% x 18Y FOR SPACING m WOOD BUCK I TYPICAL ANCHORSo \ .. SEE ELEV. i f_______ ____t� 3 i d d •.. 41• .. FOR SPACINGI MW.O-RADE COUNTY APPR A... . . A •'j EDOC dST.' I j MULLION h MULLION ANCHORS 1 G k q E J . ,.4 A E ! SEE SEPARATE NOA I fj Y EGO DIST. \ r EDGE II x a \ DIST. 16Nr4o ••�r`. 11 a L=________- Al '19 i I I1 17 E3 j a TYPICAL ANCHORS SEE HORS O °o SEE ELEV. o FOR SPACING FDR SPACING Q Ifj w N ,2p;1 Z�i 1 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY j $ INTO WOOD. CONCRETE OR METAL STRUCTURES Q W f TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. .� SEE ELEV. FOR SPACING ry 2 3/B'MM. f. Ile MAIL BUCK WIDTH ` � U u i� SHIMSI r PRODUCT REVISED s complying with the Florida h A- coaw NOA-Nr,. 17-0918.09 O I ^ 2-3/8'MM. Explratlon DNa 09/22/2020LLL� W Br—1 � r ��� Mlaml- a ro ae ontm C N \ ��. q J n a a � NM ' WHEN USED THE MIN.WOOD BUCK 2f _• DEPTH SHALL BE 2){'•THE USE OF VULN DEEPER OR BEVELED WOODB"S IS DROEMULLION G_ W PERMITTED. -&M ANCHORS U' p E! SEE SEPARATE NOA U 2 7 • '�II BVCK W101ti BUCK W,OTH i e TYPICAL ANCHORS 15 ii SEE ELEV.FOR SPACING Iii t_--1 ' E7 Ili -M' I I I 1 W2 I M9 1 I 1 W3 W'; 2 3F -^ 'ry• '.•+ '„ '.,' ai .•• `.4 ..'dE ,TYPICAL AN !; ` �S . ,,..:i {r E = S a •'\ SEE ELEV. TE OFA dfowing nD. !e, TYPICAL ANCHORS A„ .'a.. I B I FOR SPACING i� I�01•,.�G\` .1 p IBY SEF FLEY, i (�t1� W10-18 `'WOOD BUCK FOR SPACING - •�•t:. .'i EDGE DIST. I' A�'�Y��` 111 I IIYY Bheet 7 of 71 ILLUSTRATIVE DTLS. ONLY �� FIN FRAME �V a E .OR INT.FINISHES FOR SPA CINGNOT BY CGI of Z � 3 ' ' 1/2. PRODUCT REVISED 0 �' a _ Buis lding Cptyoding e with the Florid• Q f a a `I HOUSE WRAP TYPICeT. ANCHORS: SEE ELEV. FOR SPACING NOT Ivry CGI NOA-No. 17-0818.09 O O ,#8SMMc (Fu-74 KSI MIN.) Expiration Dote 0822/2020 d 2 t INTO 28Y W000 BUCKS OR WOOD STRUCTURES By p BACKBED 1-1/2' MIN. PENETRATION INTO WOOD Miam a roduct Control V O CAULKING d 0 o t �Z I QI�JOMifi � I i _- 1111 N U lit � q N O i� I' WOOD STRUCTURE 1/4"MAX. BUCK MDTH 1/4"MAX. NOT BY CGI (MP GAP S C ii" ON 1/2"MN. 1/2'MIN. = N N M O r 0 M a f rz�� E2 it o� II 1 O di CACKBEO CAULKING I- illi Ie_S OPT. e 2 W2 I w HOUSE WRAP E6 NOT BY CGI wt EXTERIOR o e i $ I m w o x ® i W3 2 Q BACKBm CAULKING HOUSE WRAP - "'fffJJJ. FFFgp111Rfff yH �' NOT BY CGI \ �'" !t •`•i TE Of •```� dr W10 -18 awing0 no. tGLCHORS '�i� •••/ ......• 9\� �ELEV. FOR SPACING i t AL t t� sheet 8 of i i ' 'TTME PART} Q JANTrff DESCRIPTION MATERIAL uANF./SOPPI.RR/Bl1MAREB �� Z5 E7 CGI-100 - FRAME JAMB O FIXED GLASS 8063-T6 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SRL 11063-TB CO EXTRUDER �a eamPlyyingg with tho Flo rld� o Bulldinp Codi E3 CGI-102 - FRAME HEAD 6063-T6 GO1 EXTRUDER - NOA-No. 17-0918.09 Z E4 CGI-103 - MEETING RAIL 8063-T6 CGI EXTRUDER E6 CGI-1O4 - LOCK RAIL 8063-TG CGI EXTRUDER Wl-ld—Bob O9/22/2020 F E6 CGI-105 - HANDLE RAIL 6063-T6 CO1 EXTRUDER By E7 CGI-106 - SASH RAIL606.7-T6 CGI UOER fl-c/Dade1 f Q duet Control -c u EO(TR ,I Ell CGI-107 - 5/16'GLAZING BEAD 600.7-TS CGI EXTRUDER O ED CGI-1O5 - 0.700'GLAZING BEAD 6083-75 CGI EXTRUDER u E1O CGI-109 - FRONT FLANGE ADAPTOR 5063-T6 CO EXTRUDER �erI41 Ell COI-110 - NUL FIN ADAPTOR 6063-TO CO EXTRUDER E12 CCI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 OO EXTRUDER Q O p ^ E13 C0I-136 - IF FRAME HEAD 6063-TQ CO EXTRUDER E14 CO1-139 - TF FRAME JAMB 6083-TB CO EXTRUDER EIS C%-140 - 1'MUNIIN 6063-T5 CO EXTRUDER E18 CGI-141 - 2.3'MULLION 6063-T6 CCI EXTRUDER Q a m E17 CO-805 SCREEN FRAME 6063-T6 CGI EXTRUDER 01 E16 CGI-114 SILL SNAP IN 6063-76 CGI EXTRUDER E19 COI-116 - SILL FILLER 6063-T6 001 EXTRUDER �y EIO CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER C E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CO-136 - TF FRAME SILL 6063-TG CGI EXTRUDER % E23 CO1-109 - FROM FLANGE ADAPTOR 6083-T6 CO EXTRUDER O M1 CGI-,782V - GLAZING BULB VINYL(DUROMETER 75-W SHORE A) PVC - M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - C M3 CGI-112 3'4 ANCHORS EQUAL LEG COVER/SHIM PVC - CI n M4 - 0.700'X 0.040'BEAD CE12O0 SILICONE SILICONE GE dl N M5 - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW p n M6 0.700'X 0.040•BEAD Dow 899 SILICONE DOW / 3Z� M7 - f LITE SETTING BLOCK EPOM DUROMETER 8015 SHORE A o PROTECTO WRAP WATERPROOFING OR EQUIV.. - - N 3" MD 6 ROLLER TRACK PVC }bbl 0-2 52 MIO CO-126 2 PER SASH ROLLER HOUSING NYLON _ M11 W23261 NG - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. j M12 CO-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN I M13 CGI-131 2 PER SASH HANDLE RAL END CAP NYLON M&M M14 301-N 1 PER SASH ANTILIFT BLOCK NYLON M&M AHS - OPTIONAL RETICULATED FOAM 30 PPI - - ca MIS C%-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. u I M17 A3O73O4O1-32 1 PER WD. CML LOCK ZINC TRUTH OR EQUIV. MIS Cpl-132 2PER WD. 2' SASH STOP PVC PROTOTYPE u 2 MIS CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE U20 CGI-125 2PER SASH SASH CAM(S/T RMANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER }10 X 1 1/4'LG.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S3 - 1 1/4'EMBED. }8 X 1 1/2'LO,PHL PH.SMS. FIN ANCHOR SCREW S4 - 4 PER W0. 8 X 1 PH.SMS.ST/ST BALANCE BRACKET SCREW `V JFr ISA ° SS 2 PER WD. /8 X 1'LG.FIN.SMS. S</5T.SPIRAL B.ASSEMBLY � r S5 - - /6 X 1/2'LG.FH.SMS.O COI-133 &CAM LOCK _ _ �eLEFIaTi�'t,. SS - 4 OM. RAIL }10 X 4-LG. PHL PH. SMS. ST/ST.ASSEMBLY MEETING RML - - T �, j• so - 2 PER Mf11UFT } 10 X 5/8'LG.PHL PH.SMS. ST/ST.ANTILIFT SCREW B E OF drawing no. D!.•�d W10-18 �M r IIAL111�� sheet 9 of 11 2'440 2'440 2.113 .490 .120 4 V .065 7� o 1.01 S 05 �- c .705 050 T.p ,705 .DSO TP. m m 3 2.101 1.301 1.301 1.550 1.680 Y 0 h r 2.846 065 1.E01 OES 1 TO --I .EB4 TMP' 2348 P. 1.007 oso Ee 5/16 GLAZING BEAD O .700' GLAZING BEAD 55 .065 1.395 0 1.155 1,1L71.3-68- YP. a tots F- 1.015 1.368 .745 E11 NAIL FIN ADAPTER 1.385 E1J FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL .050j--:- 1Eo 060 �� O O 1,496I C Q 1.015Fl ' I--1.413 1.015 .788 C Z 065 1.140 1.140 TMP. IL z T' 2.264 1256 M3 FLUSH FRAME COVER OO SCREW COVER Q j t.o15 L- 1.220 .oeo .065 3.970 .DES M. QQ 4.430 FTMP• 2.885 3.185 �' 1.043 U �d 3.685 I 85 3 C OLOCK RAIL E19 SILL FILLER a 1.788 0 W I�-1.450 c FT'L-'II .180 C 2.440 2.M0 550 OSO O V~i E22 in 2.310 ;O N M A O FLANGE FRAME SILL O FLUSH FRAME SILL 1.0151 065 0 c Z E2^ 2.737 2.737 E2J FLANGE ADAPTOR tff 3 g LL�]] C5�¢ 065065 O 1.047 i>z V O� �' �• 'GG ALT. LOCK RAIL � 2,505 2.e 13 2.505 2813 1.1192 ttpp ttpp rrpp .065 J�Lt�A PRODUCT REVISED `0_ € 1.000 .891 .500 .991 2.195 as comp)ying with the Florida c�L Building Code C}0 7.277 2.737 1.015 NOA-No. 17-0918.09 0 t!xplraHon Data /22/2020 �1'1912121 Et4 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) L-F� I BY nor .671 ,811 1.043 mtam a ro uc Controlc m o q o-'- E6 HANDLE RAIL c 1.025 11�ttl'1tilw`t,rr7j', � .I N 2.505 .085 TYP. 2503 .065 TYP. 1.015 1.015 1.395 .745 065 _ L000 .500 E OF •(y` drawing v no. 1.746 1.245 1.016 mD"•••'• L W10-18 t2 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL iOj 1�j ALjj1��\``` sheet l0 of 11 c 77717 0 1 IL}I ry�� 3 G •. . OK n 0 SG N Co 'O to am eot� � �� revision.: SM SENIIfgL 120 ALLY M AIDING 90M.4Lj LLL) AL-FAROOQ CORPORATION a n a 110 0 e esCO iOn ENGINEERS 6 PRODUCT DEVELOPMENT f, .�. ,n �,• E 04.1a15 WCWAGETIS%W CGI Windows and Doors, Inc. 9360 SUNSET DRIVE,Su1TE220 f i OB.1B.1 X0 OW�GE 7�s11Eo 10100 N.W. 25TH STREET MIAMI.FLORIDA 33173 (C-A.N. 9538) y ) m.y� a aem l rC ouXCE 12 SHE. MIAMI, FL. 33172 t9Ce12e+-e FAX(305)2M-6@T8 C n m.mn rC u wA,ir Q*:Er P d�L y.; TEL(305)59J-9590 FAX.(JM5)5593-8592 COMP-ANL W10-03001