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HomeMy WebLinkAboutNotice of Acceptance MIAMI-DARE 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.miamiaade.g2y1econom1 CGI Windows&Doors i 10100 NW 25"Street i 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 AHS(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.L)",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., 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.iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer'or its distributors and shall-be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. jU MAMMA COUNTY NOA No. 15-0413.03 � Expiration Date: September 22,2020 Approval Date: June 25,2015 / Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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. i 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(b 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. "fest 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®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®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.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel 0.16,P.E. Product Contr 1 aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5", Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. ' (Submitted under previous 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 SentryGlasS 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 Butacite0 PVR Interlayer"dated 04/11113,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-51° 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 previous NOA No.14-073L 05) 2. Laboratory compliance letter for Test Report No.MFL-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.10-05-10.13) 3. Testing Proposal issued by the Product Control Section, dated 12116114,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGT Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.L approved on 10/16/14 and expiring on 09/22/15. vv� Manuel Per .E. Product Control E Mier NOA No.1503.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 49' 48" 49" l� V toi FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS �O 1 D.L. OPG. y D.L. OPG, D.L.OPG. o m � 3 6" MAX. 18"MAX. 8, / HEAD/SILL A 3 SHORTER v Al C AGq,}• Je' CORNERS SIDES m SpfVfD Sq� m ANCHOR SPACING SHOWN HEREIN APPLICABLE 0 q SOF \ � TO FLANGE AND FLUSH FRAMES. fi g SEE SHEET 1,1 FOR FIN FRAMES. B ° 0 ILII II•, Id h m� uI' `�II� = =14•====_ - �zg =-T1-====-if ��zzII QQK QgQgQg II II N II �5" II II n u u n " H N H n n u C1 u u n n � C u n n u u n 3� ---JI-------H---- --U'------LI---- _-ALL .-�I---- 86" ---r------rr--- ==-m------rc--- ----m------rr--- C3 II II II II II II BUCK HEIGHT J all II If II II II II -- D.L. 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F. b 6'MAX. 16'MAX. s g ts, bi HEAD/SILL 2 STRAIGHT �o CU �S• IL CORNERS SIDES 0 S1pFSl•F° S/ 0 °F j d 8 0 n I h I li mj I li V0 u u u n e g n I Sa¢o u u u n u n u n ma§xj OJ CZ _-___-___--__--JJ1nuIiiLLrIiiI-__•"-__--%!'_�--!_--__--.7llniiiIi_-_-_--__- mx aJ _-_-_-_-J1irLi_-_-%!-�-_-17nuiiIiiLtI-_-_-_-_- a oaJ - uuiiIiiI__!!!'_1iuiiiL D.L.OPO.1____ ___ _ 98' 1-1---- ------r--- ---m-- -- _ It II II BUCK WIDTH C3 O It mx 0 JL ----r-----TI----- �s• rgC O o II INIII IIn11 AD I I u m N I I m I I I I S'�Plj�,1t• ^ II II II II II II �S�b m • II II � II II � II II � u� CA N I ;, w II (n u I ,✓ ii ii p II II II 11 II 11 x o If 2 II o e� n �N o e7 3 N M FALSE MUNRNS I O M m 8°NAX. 76°MAX. O'S, un (SURFACE APPLIED) 16'MAX. 8"MAX• 16" CORNERS Fes-- STRAIDFR Z z OPTIONAL STRAIGHT HEAD/SILLSTRAIGHT SIDES CORNERS SIDES SIDES po- U0�� O FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET t ALSO AVAILABLE FOR FIN FRAMES a =�z Cl V o O � `i Eng.JAVAD AHMAD PRODUCTRBVISED 1 e CML As complying with dm Fkd& N FTA PE i 74592 Building Cade CAN.7538 Acceptance Nn •(/T/ u �'. G% anion Dnle b< By_. O 1015 Mian' sde Product Can drawing no. W10-02 9heet�,lof 6 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF W tU s FLANGE DIMS. DUCK DIMS. GLASS TYPES'C'&'Cl'GLASS TYPES'D'& O "D1' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'Cl'GLASS TYPES'D'&'DI' I I o • WIDTH(W) LENGTH(L) WIDTH(W)LENGTH(L) EM.(+) INT.(-) EM.(+) 1Nf.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EM.(+) 1M.(-) EXT.(+) ' INT.(-) L 24' 23" 80.0 BO.O 80.0 80.0 24' 23' 80.0 80.0 60.0 80.0 GS.1 W 3 30' 29' 80.0 80.0 80.0 80.0 30° 114• 29" 113• Bao 80.0 80.0 80.0 L 36' 35° BO.0 80.0 80.0 80.0 38" 3V, 73.0 73.0 80.0 80.0 0.O o Lq1� 42' 36" 41" 35, 80.0 80.0 80.0 80.0 41' 40" 61.4 61.4 80.0 80.0 GL3ai U 48' 47' 80.0 80.0 8D.0 80.0 24" 23" 80.0 80.0 80.0 80.0 3 �� �• O 54' 53" 80.0 50.0 80.D 00.0 30' 120, 29" 119• 80.0 80.0 80.0 80.0 R 60" 59• B0.0 _80.0_ 6D.0 _80_.0 38' 35" 72.4 72.4 80.0 80.0 C0 lq 61, 00' 80.0 60.0 80.0 80.0 39° 30' 65.9 65.9 80.0 80.0 Z a Q 1'Ql 24• 23" 80.0 BD.O 8D.0 80.0 24' 23" 80.0 80.0 80.0 80.0 210IE: VO.3 WIDTH AND LENGTH DIMENSICNS CAN BE ORIENTED W 30" 29" 80.0 60.0 80.0 80.0 30' 121' 29' 120° 60.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ;9 36' 35, 80.0 60.0 80.0 80.0 36' 35° 72.3 72.3 80.0 80.0 a z tJj u_ 42' �. 41" 47" 70.2 70.2 80.0 80.0 39' 38° 65.8 85.8 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 54" 53' 61.3 61.3 80.0 80.0 1¢'Typ BUCK DIMS X O 00" 59' _01.3 01.3 80.0___80.0 01" 00' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY-FSR v 24' 23" BOX 80.0 80.0 60.0 FLANGE DIMS. BUCK DIMS, GLASS TYPES'C'&'Ct' CLASS TYPES'D'&'DI' FLANGE FRAME - r 30' 29' 80.0 80.0 80.0 80.0 WIDTH(W) LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) M.(+) 1M.(-) J E 36' 35" 80.0 80.0 8D.0 80.0 19-1/8' 18-1/8" 80.0 8010 80.0 80.0 FLANGE DIMS --i 3 42' 80• 41• 39, 70.2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 N _ 48" 47' 61.3 81.3 80.0 80.0 37" 36' 80.0 80.0 80.0 80.0 BUCK DIMS �+ O 54' S3" 54.3 54.3 72.5 72.5 48' 26, 47' 25" 80.0 80.0 80.0 80.0 _ 8 U La 00" 59" 48.8 48.6 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 O 61' 60' 48.8 48.0 65.1 65.1 61' s0° 80.0 80.0 80.0 80.0 N o 24' 23' 60.0 80.0 60.0 80.0 19-1/8" 18-1/8' 80.0 60.0 60.0 80.0 EGUAL LEG FRAME o N 30" 29" 80.0 80.0 60.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 +y N M 36' 35" 801.0 80.0 80.0 80.0 37' 36° 80.0 80.0 80.0 80.0 O 19 m 38-3/8' 37-3/B' D 3 42' 72" 41" 71' 70.2 702 80.0 80.0 48' 47' 77.1 77.1 80.0 80.0 BUCK DIMS Z Z LL 48' 47" 61.3 61.3 80.0 80.0 53-1/8° 52-1/8' 77.1 77.1 80.0 8D.0 3,O 54' 53' 54.3 54.3 72.5 72.5 61' CO. 77.1 77.1 80.0 801.0 60" G9' 45.0 48.8 65.1 65.1 19-1/8' 18-1/6" 80.0 80.11 80.0 80.0 U r 61' 60' 40.0 40.0 64.0 64.0 26-1/2° 25-1/2' 80.0 80.0 80.0 8D.0 24• 23" 80.0 DOM 80.0 80.0 37' 36" 80.0 80.0 80.0 8D.0 FIN FRAME so-s/s' 30' 29" 8010 8010 80.0 80.0 48° 47' 61.3 61.3 80.0 80.0 49-5/8' BUCK DIMS 36' 35' 782 78.2 80.0 80.0 57-1/8" 52-1/8' SB.O 58.0 77.4 77.4 42' 04" 41° 83' 70.0 70.0 00.0 80.0 61' 60" 58.0 56.0 77.4 77.4 v 48' 47' 61.3 61.3 60.0 80.0 75-1/4' 74-1/4' 58.0 58.0 77.4 77.4 0$ $ 54' 53° 54.3 54.3 72.5 725 97-3/4" 92-J/4' 58.0 56.0 70.5 76.5 FLANGE ADAPTOR FRAME - P 56' S5' 52.4 52.4 69.8 89.8 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 3 S 2+" 23" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 BD.O 80.0 FLANGE DIMS -� $Q"�2 30' 29" 80.0 60.0 60.0 80.0 37" 1, 38' 62, 80.0 80.0 80.0 60.0 36' 97" 35, 96" 75.6 75.6 80.0 80.0 48" 47" 61.3 CIA 80.0 80.0 � - d- 42' 41' 65.2 65,2 B0.0 80.0 53-1/8' 52-1/8' 55.7 55.3 73.7 73.7 NATE; o o d r o 48' 47' 50.6 60.8 80.0 80.0 61' 60" 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE s o s$ 49• 48' 59.6 59.6 80.0 80.0 75-1/4° 74-1/4• 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 24' 23, 60.0 80.0 80.0 80.0 19-1/6' to-1/e' eo.0 80.0 50.0 80.0 AND FLORIDA BUILDING COMMISSION o 30" 29" 60.0 60.0 80.0 80.0 26-1/2' 25-1/2' B0.0 80.0 80.0 60.0 DECLARATORY STATEMENT DCA05-DEC-219 36' 102' 35' 101, 74.6 74.6 80.0 80.0 37" 36' 78.9 78.9 80.0 80.0 E gr.XIAD AHMAD 76' 75' CML PROOUCI'RBVISED 42' 41' 65.7 65.7 80.0 80.0 48° 47' 61.3 61.3 80.0 80.0 FLA.PE y 70592 as canFlYNB with the FWda c t 46' 45" 59.3 59.3 80.0 80.0 53-1/8- 52-1/8, 55.3 55.3 73.7 73.7 C.A 753e DuildinBCode / AccePlaace NO Ips B �' 24' 23° 80.0 80.0 80.0 80.0 61' 60' 48.0 4810 64.0 64.0 Lhc 'moan Dale t 30' 29' 60.0 80.0 80.0 80.0 t Dy J6' 108• 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 dt 1.1 4 ��§ Miaw' adeProductControl drawing no. az' at• 6z.4 6z.+ 80.0 80.0 W10-02 44' 43' 59.1 59.1 60.0 80.0 sheet 2 Of 6 3/16"ANN.GLASS 3/16'HEAT STREN'D GLASS �U U 0 075`Interlayer 075°Interlayer I Sallex CP With PET Core Saflex CP WRh PET Core o OR'Eastman Chemical Co.' ; OR'Eastman Chemical Co' 090"Interloyer 090'Interleyor a Saflex Clear And Color Glass Soflex Clear And Color Class I By'Ea5lmon Chemical Cc' 'Eastman Chemical Co.' O N a OR OR aG OBD"Interlayer 090'Interlayer p DuPont SentryGlas DuPont SentryGles w a By T.I. DuPont De Nemours&Co,, Inc: By 'E.I.DuPont De Namours&Co.,Inc.' OR OR p 090"Interlayer 090'Interlayer CYp l Q4 DuPont Butacite PVB DuPont Bulocite PVB n y a O By'E.1.DuPont De Nemours&Co,. Inc.' By'E.l. DuPont De Nemours&Co., Inc.' a as 3/18'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS Q 3 LL I! SILICONE S` vN1 1� !! SILICONE Q f GE 1200 DOW1 CORNING 899 \U E3 1 !! I� DOW CORNING 899 O ro it i! n it i! DOW CORNING 995 DOW CORNING 985 ii it •-; I I I y N 14 L O O MS AT 1/4 POINTS ON UTES MS AT 1/4 POINTS ON LITES $ 'n WIDER THAN 36' WIDER THAN 36' GLASS TYPE GLASS TYPE 'D' c O w CI 7/16'OVERALL LAM,GLASS 7/1B'OVERALL LAM.CLASS XN o 3/16'ANN.CLASS 3/16"HEAT STREN'D GLASS to N.n... 075'Interlayer 075"Interlayer d O M Saflex CP With PET Core Saflex CP Wlth PET Core Z Z Z By Eastman Chemical Co.' By'Eastman Chemical Co.' O OR OR 090'Interlayer 090`Interloyar O-" Saflex Clear And Color Class Saflex Clear And Color Gloss CD G9 0 By 'Eastman Chomicol Co.' By'Eastman Chemical Co' U^:F 3/8'AIR SPACE DR 3/8'AIR SPACE OR C 090'Interlayer 090"Interlayer SILICONE DuPont SentryGlas DuPont SentryGlas SILICONE 1200 3/16"HEAT STREN'D GLASS By 'E,I. DuPont Do Namoura &Co., Inc.' By'E.I. DuPont De Nomoure&Co., Inc.' yOy DOW CORNING 899 OR OR 2E �1 fy j j DOW CORNING 995 ty c 09D"Interlayer 3/16" HEAT STREN'D GLASS 090"Interlayerjj u� DuPont Butacite PVB DuPont Butacite PVB By 'E.I. DuPont Do Nomours& Co., Inc.' By'E.I.DuPont Do Nemours&Co., Inc.' �co W !I !I!I c y Sa o w rr II it II pW h`� +e 3/16'HEAT STREN'D GLASS 3/18'HEAT STREWD GLASS M4 �� I� {i c 53 gFg� SILICONE SILICONE O g$ ` M GE 1200 m GE 1200 DOW CORNING 899 i j! DOW CORNING 899 SILICONE - I .I DOW CORNING 995 iI .I DOW CORNING 995 GE 1200 O Mt li Ij !j \ MI Ij Ij Ij DOW CORWNG 898 2 o m d d n li ii ii rr �I ii Ij DOW CORNING 995 a S o 8 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY'CARDINAL' .I I ST.STEEL BY'CARDINAL' c E4 ii i• ! OR E4 ii I OR OPTIONAL GLAZING DETAIL DURASEAL BY'QUANEX' DURASFAL BY'QUANEX' GLASS TYPES 'Cl' & 'DI' o OR OR p SUPER SPACER BY'QUANEX' C SUPER SPACER BY'QUANEX' Engn JAVAD AHMaO II CML PRODUCT RAVISED S M.PE' 70592 au complying,viththe Florida a MS AT 1/4 PO NTS ALL SIZES M5 AT 114 PO NTS ALL SIZES 0•A.R• Building Cud, Aaeplmua No�5= .� s GLASS T)rPE 'Cl' GLASS TYPE 'Dl' Bx irnlisnDmc o 8 v O 1"OVERALL INSUI_LAM. CLASS 1'OVERALL INSUL. LAM.CLASS drawing no. (L,M,I, ONLY) "'.n' ndc Pro ucl Can (S.M.].) MAY Q 20 W10-02 IN ORDERTO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'C7'&'D7' MUST BE TEMPERED. sheet 3 Of Ij TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. u TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-9D HOLLOW/FILLED BLOCK AT JAMBS I'm = 2DD0 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. o INTO METAL STRUCTURE = 3/4" MIN. i INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 'k a WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FFFFiiii FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4"MAX. FLANGE a SEE ELEV. SHIMS 0 23Y WOOD BUCKFOR SPACING uOR LL METAL ryry C �I �I WOOD SIRUCTUR TYPICAL ANCHORS v STRUCTURESEE Z a 40 E3 i� ii M2 s FOR SPACING v °V•:� M2 SEPI ELEV.ANCHORS 0 4 O E03 I L I I S2 �y /,�l I \.� r�,l ,,y FOR SPACING LL=3 v v �- El I E7 E 52 MIN, o! N2 0 v '.7,.• 1YPICAL APPCHORS II�I Z SPACING SEE II I rl WOOD B1 ] UCH FOR SPACING jj Ij ° u �El F3 in O w 1/4'MAX. LL 23(r SHIMS EQUAL LEG EQUAL LEG EQUAL LEG . E2 EQUAL LEG 213Y WOOD BUCK o M2 METAL N Bi OR STRUCTURE d 0 "1 B I A l WOOD STRUCTURE C.1 z 0 TYPICAL ANCHORS F� Z Z E3 M2 ' _ SEE ELEV. w O II I FOR SPACING p v M3 S27. E2 I TYPICAL ANCHORS a ss22 M3 S2 SEE ELEV. e II II FOR SPACING 'v °•'• ? M2 °, P •? TYPICAL ANCHORSSEE E,y II Ij TYPICAL ANCHORS qq FOR PACING II II SEE ELEV. 5.9 1 Q 'ODD BUCK FOR SPACING 0N m^d WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ° c g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM > u o w LL TYPICAL ANCHORS: SEE ELEv. FOR SPACING 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. F 1/4" DIA. TAPCON BY 'ITN' (Fu=120 KSI, Fy-92 KSI) INTO METAL STRUCTURES _ 1/4" DIA, ULTRACON BY 'ELCO' (F0-177 KSI,Fy-155 KSI) STEEL ; 12 GA. MIN. (Fy = 36 KSI MIN.) EN,.JAVAD AHMAD b •° ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) CML PRODUCT REVLSED M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES as canplyingwilh LiteFlorida STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED FLA.PE 70592 c 1-1/2° MIN, PENETRATION INTO WOOD ( ) C.AN. 38 nuildingCode THRU 1 BY BUCKS INTO CONC. OR MASONRY 414 SMS ORS F DRILLING SCREW (GRADE 2 CRS) AccI_I..aN, )�J•0419 Q 2 6n I_I.. Dale 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY B o / INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. � .090°) Y DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 2�� Munni ado Pro uctC nhol drawing W10-022 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS �V N THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o � � 3 W J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL ] WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULUONS d i 9 8 FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 2:0 e a TYPICAL ANCHORS 1/4"MAX. ry t• SEE ELEV. z Qx WOOD BUCK FOR SPACING SHIMS V IL OR Q a it G B.3 E3 II IIEV WOOD SIRUCRIRE TYPICAL.ANCHORS M2 'o ML7AL STRUCTURE ;n FOR SPACING a_v M2 TYPICAL ANCHORS rSEE ELEV. �I1 52 = I a o=i o I FOR SPACING Q z tN E2 I E6 `3) Q •. � 55 1-1/4', p• ___ 52 MIN.. a o ii ii e TYPICAL AI4tHORS !j !j M2 O n '•. I SEE ELEV. E3 i \ Q v. 1BY FOR SPACING �� ji a �I— WOOD BUCK E6 E2 E3 O w o O LU F 2 3/8'MIN, 1/4BUCK HEIGHT X1/4 MM. (A GAF' I "� 1n u7 NOT BY CGIWOOD 1/2'1/2'MIN. 1/2'MIN. �p Zz� 2 3/8'MIN. g — � FIN FRAME M2 3CAULKING0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING [BACKBED � #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -_-_ -_ -_ __ _________ WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD --- - ai 3i BUCK DEPTH SHALL BE 2%", 1 0 � THE USE OF DEEPER OR BEVELED WOODBUCKS IS HOUSE WRAP E6 C PERMITTED. NOTE ccl E3 EXTERIOR BUCK WIDTH BUCK WIDTH T--------------------__ _ r---- MIAMI—DPDE COUNTY jl MIAMI—DADE COUNTY APPROVED Ij o 4 a jR R1 I I I I �` _APPROVED MULLION I MULLION & MULLION ANCHORS 1 ^ I I &MULLION ANCHORS 11 SEE SEPARATE NDA I I u o m r PEI � �I SEE SEPARATE NOA �I �� 0 I I �------- AN_________=JJ Eny:JAVAD AHl1AD 1 _ _____ PRODUCT'REVISED t I CML FLA PC 70592 m complying with the Flolido o ^ •. :. .: I I I I :. 11538Building Code tlcplcoNt �?D TYPICAL ANCHORS SEE ELEV.FOR SPACING015 Mini 'Dodo Product n of W,10�02 /#114 X 1'SMS. sheet 5 of B f 2.505 ITEM PART d QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/3tEMARICS v E1 CGI-118 4/WOW. FLANGE FRAME 6063-T6 - �� o E. E2 CGI-119 4/WOW. FLUSH FRAME/RN FRAME 6063-TO - O 9 2 E3 CGI-121 4/WDW. GLAZING BEAD(LAM.GLASS) 6063-T6 - J 1.995 E4 CGI-123 4/WDW. GLAZING BEAD(LAM. INSUL.GLASS) 6063-T6 - a .995 065 E5CGI-110 4/WOW. NAIL FIN ADAPTOR 6063-T6 - n i ' E5 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 6083-T6 - d I a M7 OGI-302V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A a C a 1'335 M2 CGI-124 AS READ. SCREW COVER-OPTIONAL PVC - 0 _ a M3 CGI-112 AS READ, FLUSH FRAME COVER PVC ry v= 4 E1 FLANGE FRAME _ s M4 OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' -8083-T5 M5 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8535 SHORE A 0 dl a 2.309�O6B S2 010 X 1-1/4' 2/CORNEA ASSEMBLY SCREW PHIL.PH SMS ST/ST B2 4'ZL 1.495 995 .065 TYP. O —1.335— FLUSH .335FLUSH FRAME/FIN FRAME J .675 oW .995 I 23 a� WELDED JOINT dI 4 Y15 AT ENDS ^o ?�NM� O GLAZING BEAD (LAM. GLASS) Ed 8 3 M b zz�N 1O o�AU.995 [.Tlp2O 1.000 III I�,125 1.184-moi 31.55000 M4 d�M � E4 GLAZING BEAD (LAM. INSUL, GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS o SIO 1.450RECT. OR SQUARE WINDOWS 8 0 teo 1.550 1.680 sso 090 TYP. CORNER DETAILS .oso lass � E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR o En9r:JAV AHIAAD PRODUCT REVISED I o 1.395--I 1.119 FtA.PE 8 70592 M CML as complying with the Florida CA 538 building Code o . d .180 291 AccGnli.n Dai.)rJ- a o s r b � .050 ,065 .050� 1.081-� By o 2915 ml— lePloduclColl 1 drawing no. W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER sheet 6 of 6