Loading...
HomeMy WebLinkAboutProduct Approval (4) M1AMIDDADE 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)3I5-2599 NOTICE OF ACCEPTANCE OA www.miamidade.aov/economl CGI Windows and Doors,Inc. 10100 NW 25h 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 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 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively.affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of 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 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-1018.08 MAMMA DE COUNTY Expiration Date: September 22,2020 o s Approval Date: December 21,2017 ye �1n��. r Page 1 I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED 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® 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,DurasealO 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(I 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 NOA No.10-0510.1.1) Manue P W- 018.08 E. Product Controlner NOA No. 1 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 FSC-5t Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-09.15.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE L Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERLAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Safiex CP-Saflez and Saflez 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"Saflez Clear and Color'Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 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 fox the qualification of Butacite®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. Manue erA P.E. Product Contof miner 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 6t' 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 "SentryGlas© (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 50'Edition (2014),with FBC 61h Edition(2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq 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 r 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" 52 1/8° 52 1/8" c7 FLANGE WIDTH BUCK WIDTH BUCK WIDTH qno 47 7/16• 47 7/16- 47 7/16- o D.L.O. (FlX- LRE) FALSE MUNTINS D.L.O. (FIX. LTTE) FALSE MUNTINS OTC. (RX. LRE) Z m F j 20 9/16" (SURFACE APPLIED) 20 5 1/z 9/15" (SURFACE APPLIED) q m ** OPTIONAL "MAX. ** OPTIONAL 5 6'MAX. MAX. 20 9/16" 0 q W MAX. 1/2"MAX. MAY• ** H Lu n HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL CORNERS 4 CORNERS 81 CORNERS p o v 0 N II I I _ II II 0 U .-. II II II II D II II II II II II 0 DO w 5 II / II ea ii /, ii to a II II ==zK _I__ __ \X ___ I__ J_ C C ' II �� 0 J B li / II o U J g1 B li / li °o n J 02 �� •/ �� o C'1 N Id' i o 4 II li d II II Qwy��`.o o 4'_z 0 Is r W rx N 2 ZZom zzU Y � Q t I I t U m E II / II m F II /. 11 m II /. II � II n M O TT-_ .n__-__ n M 0 II II rn M Ing J In� � NMI 'I i 47 7/16" 47 7/18" FALSE MUNNS D. O. (ET) OD.L.O. VENT) ¢LD.LO- (VENT) o mU M p 2N 50 1/4" 50 1/4" In 50 1/4° N 17 n uwi 3 NM VENT WIDTH VENT WIDTH VENT WIDTH 0 M � FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c Z SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW w o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION v o CHARTS SHOWN ON SHEET 2. O 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 ** a g8 G IN BETWEEN. CENTER ANCHOR REQUIRED WHEN 5i LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" g WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (sTH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS m 2 Q " c d- 1111'OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE O o n c o h DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT •s o$o To THE BUILDING STRUCTURE. SMALL MISSILE IMPACT ! Om o ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILSAND 1n111I�II�I� 0 MATERIAL SHALLD BE ONDSWALL INSTRUCTIONS. SSNG ORE STUCCO.FIED EMBEDMENT TO BASE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. (ri,J I f - �� )�:•'�GENSLp• i S o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT = N•70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCTRBVISBD REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. .sc 14yng wUL tho pfarme THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Budden Cuc4 Accepmne."tt - DIS B FOR A SITE SPECIFIC PROJECT,L-. LIFE SAFETY OF THIS PRODUCT,ADEQUACY g i®••. ATE OF :•Cy`•'I drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expirnt'n Datt �� % ••••CORID�•.•'• \`�� Z WATER INFILTRATION RESISTANCE ETC. �� s Sl W1 O—OZ i CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. BY AND TO BE REVIEWED B1•BUILDING OFFICIAL I"li— ade Product III/l �ll%x sheet 1 of 9 EQUAL LITES WINDOWS UNEQUAL LTTES WINDOWS r 1 c2 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF �� o FIANGE DINE. BUCK DINS. GLASS TYPES'A'h'A1'GLASS TYPES'8'&'81' FLANGE DINS. BUCK DINS. NAX.TOP LITE GLASS TYPES'A'8'A1'GLASS TYPES'B'k'B1' WIDTH HEIGHT WIDTH HEIGHT D(T.(+) INT.(-) EM.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. DCT.(+) ANT.(-) EM.(+) 1NT.(-) -�m 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8' 76' 52-1/6' 1. 36-1/4' 75.0 75.0 80.0 85.0 O FF h pnj Z�Z 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 W g 6 37' 26' 36' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 BO.O 85.0 YE Z N � 49' 48' 75.0 75.0 B0.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 ¢ C O U 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 33' BS• 32' W 80' 75.0 75.0 BO.D 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 37' 36• 53-1/2' 75.0 75.0 80.0 85.0 p IL µl 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4' 76.0 75.0 B0.0 85.0 O F NC 37' 38-3/8' 36' 37-3/8' 75.0 75,0 80.0 85.0 v 00 r 49' 48' 75.0 75.0 80.0 &5.0 p O C4 63-1/B' 52-1/8' 75.0 75.0 80.0 85.0 VDTH Y F Q� ffa�l 19-1/8' 18-1/8' 76.0 75.0 80.0 85.0 Z 0 26-1 2' 25-1/2' 75.0 75.0 80.0 85.0 m O N N 37• 50-5/8' 36' 49-5/8' 75.0 75.0 80.0 85.0 QHui(O 49' 48' 75.0 75.0 00.0 85.0 Z - I O 53-1/8' 52-1/8' 75.0 75.0 00.0 55.0 J Z W J 19-1/e' 18-1/8' 75.0 75.0 80.0 85.0 j � 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 0 0 3Y 63' 36' 62' 75.0 75.0 80.0 85.0 = �g Q 49' 48 75.0 75.0 80.0 85.0 53-1/8 52-1/1' 75.0 75.0 80.0 85.0 n 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 85.0 =t I C N 37' 76' 36' 75' 75.0. 75.0 80.0 B5.0 UNEQUAL UTES (ORIEL TYPE) 3 w p 49' 48' 75.0 75.0 80.0 85.0 53-1/e' 52-1/8' 75.0 75.0 80.0 85.0 = 0 W 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 N 26-I/2' 25-1/2' 75.0 75A 80.0 BSA J� F 37' 85' 36' 84' 75.0 75.0 80.0 115.0 ¢ C N 46-1/2' 45-1/2' 75.0 75.D 80.0 85.0 ' BUCK DIMS Nt'TYP. p mcg N M w p 11 M C Z!y WIDTH FLANGE FRAME �' o 0 FLANGE DIMS (.5 BUCK DIMS 0 EQUAL LEG FRAME 4 Nu u$ BUCK DIMS EQUAL LITES �m s x o 0 ?-h N mu 0 n m FIN FRAME a m ` \\\111111TI 7 ' O BUCK DIMS '� �G JJ `�����a�p•+°�..�,F /ice S u I PRODUCT REVISED 0.7 = L NOTE: os cumPlYin8 With[he PlDsb18 GLASS CAPACITIES ON THIS SHEET ARE emwmEcade -� o Acte tm C"A BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME fixpirudonD9teQ� TATE OF �� drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS '., olaoP.•' ` DECLARATORY STATEMENT DCA05-DEC-219 BY i,�g'4®' �y��� Wl 0-03 Miom0 Product 7jI/A���\\11` sheet '2 of 9 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS �U .075"Interlayer .075'Interlayer Saflex CP With PET Core Saflex CP With PET Core o By'Eastman Chemical Co.' By'Eastman Chemical Co.' -� 3 OR OR Z oqi 090"Interlayer 090`Interlayer q Saflex Clear And Color Glass Saflex Clear And Color Glass F[3 By'Eastman Chemical Co.' By'Eastman Chemical Co.' Si j OR OR 00 `SO 8 .090'Interlayer •090"Interlayer 0 9 N SentryGlas SentryGlas N x� By Kuraray America, Inc.' By'Kuraray America, Inc.' ILO LL OR OR H 090"Inferloyer 090"Interlayer Trosifol PVB Trosifol PVB By'Kuraray America, Inc.' By'Kuraray Americo, Inc.' O z 1/8"ANN.GLASS 1/8"HEAT STREN'0 GLASS 0 ca 0 O to mNW C y� SILICONE s SILICONE Q W 4u 6 GE 1200 M1 GE 1200 U,N_ o DOW CORNING 899 N cs !i! DOW CORNING 899 rESE a DOW CORNING 995 i! DOW CORNING 995 fl 11 li4 O O O N W Ee W EB ' AT 1/4 POINTS ON LITES 1 AT 1/4 POINTS ON LITES g m W M4 WIDER THAN 36' W M4 WIDER THAN 36' 00 GLASS TYPE 'A' GT.A5S TYPE 'H' 3 5/16"OVERALL LAM.GLASS 5/16"OVERALL LAM.GLASS °o uj o� v. 1/8"ANN.GLASS 1/8"HEAT STREN'D GLASS N 075"Interlayer 075'Interlayer O r n rn Saflex CP With PET Core Saflax CP With PET Core N LO°- By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3 r7 I OR OR z O n 090"Interlayer 090'Interloyer C Z n Saflex Clear And Color Glass Soflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' V) o OR OR 1/4"AIR SPACE 090'Interlayer 1/4"AIR SPACE 090"InterlayerV O^sc -i SentryGlas SentryGlas y 1/8"ANN. GLASS BByR'Kummy America, Inc.' By Kuraray America, Inc.'OR 0 090°Interlayer 1/8"HEAT STREN'D GLASS 090"interlayer � Trosifol PVB Trosifol PVB a By'Kuraray America, Inc.' By 'Kuraray America, Inc.' a 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS u Et m g SILICONE � Ca SILICONE N GE 1200 m GE 1200 DOW CORNING 899 DOW CORNING 599 ca M7 :I DOW CORNING 995 \0 M7 DOW CORNING 995 PRODUCTREw9ED in o a w asm plyiergwiththel'b1ib XL EDGE SPACER 1 XL EDGE SPACER Building Cade+ 'Y li it ST. STEEL BY'CARDINAL' � i�� Sr. STEEL BY'CARDINAL' Aac<ptanaolW D( b .L a o OR OR Fxpirntian Datc a m o 0 DLJRAS BY a E9 SUPER SPACER QBY Q ANEX' a E9 SUPER SPACERQOR OR BY'QUANEX' By r ode Product `���y1f1�11I1 ''/' o ^ M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES V F c 92 GLASS TYPE 'Al' GLASS TYPE 'Bl' 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASS (L.M.I ONLY) ��'• TE OF fy� drawing no. )TO QUALIFY FOR SMALL MISSILE IMPACT RARNG iii''' ��.•ORID�,�•'• IN ORDER W10-03 EXTERIOR PLY OF GLASS TYPE'Al' &'B1' MUST BE TEMPERED. EE ANCHORS FLANGE & FLANGE ADAPTOR FRAME 4.V FOR SPACING 1BY o WOOD BUCK METAL I •.\,:,I .. STRUCTURE •da •14 v •'°• c• °� EDGE:.DIST.• TYPICAL ANCHORS _______________ Q� _ _ Z q ti r .a' d.°• a,•'a " �•'a d. SEE ELEV. m r _ N Ir FOR SPACING o j l ML1MI-DARE COUNTY APPROVED I I w I o I MULLION k MULLION ANCHORS EDGE DIST. 8 'r o N GIST. x I I SEE SEPARATE NOA j I IL v eO } o a ua 11 II g0-0 0 N m \ I'EDGE DIST. 'I a N 0 a W �1Gwp !j I Cf G{rj QQ �I I M2 \ 0 IL 09 e'1 I I TYPICAL ANCHORS TYPICAL ANCHORS Q'a tj S5SEE ELEV. SEE ELEV• Z O ill FOR SPACING FOR SPACING u IN g {L Z C c M9 O$ ' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW, Q 2 J/BMIN. w $� O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ii I SWEEP LOCK 2 3/8'MIN. " • Fu=125 KSI,Fy-100 KSI)L- n 1 OPTIONAL TO v C n EGRESS LOCK 1/4" DIA. ULTRACON BY •ELCO' Fu-777 KSI,Fy-tss KSI) — AT SILL ��\ - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o N n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3: o` O \ THRU 1BY BUCKS INTO CONC. OR BLOCKS p Ld 4 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 ea n 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ISYI WHEN USED THE MIN. WOOD BUCK o 0:c o 14 DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS � In LO 14 7 i DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) d 3`vn n PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) F 3 z #14 SMS i jl!I - FOASCRW (GRADE 2 CRS) INTO MIAMPROVED b 3 0 o MULLIONSOR a5 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o ! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) �6 STEEL' 1/8' THK. MIN. (Fy = 36 KSI MIN.) w !!! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o m N ti TYPICAL EDGE DISTANCE d U "W S4 :- t INTO CONCRETE AND MASONRY = 2" MIN, d i zJ INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Efi c o< i WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. y o�o a m M9 _ CONCRETE AT HEAD, SILL OR JAMBS f c -30DO PSI MIN. g g g C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. < m o o O2 14 PRODUCT REVISED 7171 1 I I I I I O C u d lSWith the Ftm[daeidi.0n ' Aecept d< en coiVo! -/01S.D8 `� �;••VOENSE''.• �: o ,I . d E�Pimtiun Date o 121, = O. 2 - \ ,•v Niim,i adSlP.roCuct 8'• EDG a. °• ,v \ ••p I � I TYPICAL ANCHORS � ', f�- � " E DIST" v $•' SEE ELEV, TATE OF ( drawing no. v' 1BY TYPICAL ANCHORS ;^ ' , .. (9.� W10-03 ' I FOR SPACING SEE ELEV. ORIDI;.•' !�� WOOD BUCK FOR SPACING ,' ® "" \ � ®PIAS. ��� ��I/III11I777�� sheet 4 of 9 1/4•MAX. BUCK WIDTH 1/4•MAx. FLANGE & FLANGE ADAPTOR FRAME ��l o SHIM SHIMS o O ' 1T. n TYPICAL ANCHORS TYPICAL ANCHORS F k q zQ SEE ELEV. 1 2 S6 SS SEE ELEV. FOR SPACING FOR SPACING ' Me o.> FLANGE ADAPTOR FRAME Go—'10 ou palm STRUCTTAL c _ — _ .. MERE •1'1/4" l' w O0ta ��° O 19 cq 8 A Q W U)IL f0 EXTERIOR ' e 1BY I o WOOD BUCKS J ' D.L OPG, o E1 ii ii O O m 1/4'MAX. BUCK WIDTH 1/4•WAX. ai I 1 j g I SHIMS SHIMS Hwy li P C N TYPICAL ANCHORS O TYPICAL ANCHORS w I 3 n SEE ELEV, .. FOR SPACWG a v SEE ELEV. j O SPACING FOR SPACING v=S QO d I o O�No N m u M o M WOOD BU Z -0 R C Z� WOOD STRUCNR n O o .' i��_ N 8 O iBY w d W o WOOD BUCKS U MIAMI-DADE COUNT! o$a " APPROVED MULLION o 12 &MULLION ANCHORS 1/2•TYP. -g SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH g INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. d PRODUCT REVISPDPo$ SSS I I ss cemplyia8 with thO fic¢� eo 4cccptwt r�•role as 1\11111 /��''' ^.�piratioa Dale �� ��� JII'*`'+.., �i • ATE OF drawing no. N14 X 1'FH.SMS. �,• „<•oR1Dr..•• ��.� W10-03 l • TYPICAL ANCHORS METAL EQUAL LEG FRAME V.V 1BY FOR SP ELEV. STRUCTURE WOOD BUCK v o •c. .. TYPICAL ANCHORS m F____________________� "a .. SEE tTF/. I r___________________i I 3 ' d e I MLU11-DARE COUNTY APPROVED Z R �mGF.DISE.• o I I n ''s1 a FOR SPACING o t I m m EDGE t MULLION& MULLION ANCHORS I I O q W zd .......... N GE DIST. 3 0 y I I SEE SEPARATE NOA I I F 1 a .i � � Ij II ;N a :.'.. 3 EDGE D11ST. t g a coo 0 p '08 ULLJ Al M3 E7 Q�11C'� LL I II ac— a N O G'4 TYPICAL ANCHORS TYPICAL ANCHORS Q' M o li M2 SEE ELEV. SEE ELEV. Q IL G C .� FOR SPACING FOR SPACING ,g itS5TYPICAL ANCHORS Z O q I SEE ELLV, M RIOVEDEMUWON a FOR SPACING i & MULLION AN o4 M9 1/4" BUCK WIDTH BUCK WIDTH SEE SEPARATE BUCK WIDTH Q w m f p SHIMS I I SWEEP LOCK 1 1/4 I I OPTIONAL TO EGRESS LOCK AT SILL - - I I 3 I I a E4 n or L --J C 0 d #14 X7"FH. SMS, w N rMj n Ty i 1 'v EJ EB Z 3 O n i N 3C,=� �w L) g k I d EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o o b INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. z P 2 R�E 2 3/8" MIN. -6 m U a S4 de x •8 ANCHORS 4 o 8'v ry I 2 3/6 TYPICAL yMIN' a a e' ?' SEE ELEV. E' o S x o M9 _ rizoDUCP R&VI" I FOR SPACING v ca m O 14 complying with ON FhlfSdf 2 ��` Building Code C 1 Accep ante 1No 1 -1018.08 Adi/ o ��......... E2 -1o"unn -11 ZD OS S WHEN USED THE MIN. WOOD BUCK ni ndC,l' LCm1i NO. 92 p. s DEPTH SHALL BE 2%". THE USE OF f, etw ,EOGE Din' d' .' DEEPER OR BEVELED WOODBUCKS IS I� m ' TYPICAL ANEHORs PERMITTED. STATE OF 6y Browing no. FOR SSEE DPACING '. ORloh.•0a�®�' W10-03 WOOD BUCK ///11111111\\ sheet 6 of 9 TYPICAL ANCHORS U ILLUSTRATIVE DTLS.ONLY FOR ELEV. L CINc FIN FRAME o EM.OR INT.FINISHES 11 0l NOT BY CGI i 1 1/2' iv g ° %rp \ cl yr HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING p N 0 NOT BY CGI O ,#8 SMS (GRADE 2 CRS) a A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c EB --- aACI<Bm 1-1/2" MIN. PENETRATION INTO WOOD ii CAULKING a p 9 V a M2 o C G<,sp} S5 °In U)p �D QIza 6 LL z(A o a M9 J Z rD � QwmF d O u ill � � N ISI � Ili SWEEP LOCK I it it 1 OPTIONAL TO O m EB EGRESS LOCK `l C AT SILL 3 ur n WOOD STRUCTURE 1/4'MAX. BUCK HEIGHT 1/4'MAX. x L O NOT BY CGI s 0 L v E5 GAP GAP rn0 Lu a' E4 �E 1/2'MIN. 1/2'MIN. ¢ C t~/I O O FN O 1 m G'i ONM H .0 3 x j C Z J W ; D2 3 o .. BACKBED N U O G]x CAULKING oi O i , i. _.._.._.._._.._..-.._.._. _._._ ;-RE .._.._.._ a R E E - d S4 ( 1 e'o egg t HOUSE WRAP E6 NOT BY CGI y o ♦ n i E3 Ee EXTERIOR o " N M9 D.L.OPG. a m g o 14 rItODUC9'REVISED CAULKING 3uildmg'ilug wlllrGm Fltidbt ``111®IIA acreplanwtbl -I �.� QIP...".... Erimtion Dale 'l0 'tyOENSF•'`•� iv N \ HOUSE WRAP X _ No.7 92 ar NOT BY CCI 1 1/2' 4� 3 nmi ePs neuCunU7t11 = ' M7 TATE OP ,��� drawing no. 1 11 SEETYPICAL ANCHORS %'/III � wi 0-03 FOR SPACING III/II111111 sheet ] of 9 ITEM PART y QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063–T6 – o E2 CGI-101 1 FRAME SILL 8063–T6 E3 CGI-102 2 FRAME JAMB 6063–T6 – Z am^i 3 ti m E4 CGI-103 1 MEETING RAIL 6083-T6 - E5 CGI-104 1 LOCK RJL 6063-T6 - W 2 a la E6 CGI-105 1 HANDLE RAIL 6063-T6 - J ` U E7 CGI-106 2 SASH RAIL 6063-T6 - d a cy ES CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 - 0 M a EIO CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - v p .m'I Ell CGI-110 AS REOD. NAIL FIN ADAPTOR 6063-T5 - Ist4 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 Z 0 tv E14 CGI-137 1 FLANGE FRAME SILL 6063–T6 – g E17 CGI-605 OPTIONAL SCREEN FRAME 6063–T5 – J W aM1� MI CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75–BD SHORE A) PVC – 0 MZ CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM,3"LONG AT ANCHOR LOCATIONS PVCvi – M4 – 2/LTTE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/WOW. SPIRAL BALANCE – BSI OR EQUN. 1O M70 – 2/WOW. BLOCK/TACKLE BALANCE – BSI OR EQUIV. C Mil W23201NG AS REGO. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. B M12 CGI-129R2/WDW. . EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 . HANDLE RAIL END CAP NYLON M&M = p M14 E26018WND BULB–T SLOT PVC ULTRAFAB OR EQUIV. K M15 CGI-133 . SASH GUIDE(SPIRAL 8lJ1JJCE) NYLON M&M C M76 CGI-130 . SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O N o M17 A30730401-32 . CAM LOCK ZINC TRUTH OR EQUIV. 3 LO^ u M18 CGI-132W. SASH STOP, 2"LONG PVC PROTOTYPE CR EQUIV. Gj 0M20CGI-125W. SASH CAM(B/T BALANCE) NYLON M&M ZM21 – W. B/T BALANCE TAKE OUT CLIP – BSI OR EgUN. CD M22 146-6W. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134SILL SPACER PVC PROTOTYPE OR EQUN. 22 U N S2 2 OR 3/CORNER # 10 X 1 1/4'LG.PHL PH. SMS. ST/ST.ASSEMBLY SCREW S4 – 4 WDW. #8 X 1/2'PH.SMS. ST ST BALANCE BRACKET SCREW – – C 55 – 2/WOW, #e X 1'LC. FH.SMS. ST/Si. SPIRAL B.ASSEMBLY – S6 – 2/LOCK # 6 X 1/2'LG. FH.SMS. ®CGI-133 &CAM LOCK – – 12 U 15 E¢Q N m a C PRODUCT REVISED \\L L11111L1AAA 0 ,ts complying withlha ,7uilding Code �\ �IW°:.. �8n �� •o Acceptance No —pirstion[YateBy q 70592 Miami ado Prodact !,!•il• � -: � O :! ATEOF Cy� drawing no. oRroP.-�w?� W10-03 ®f��'%,\\\\\ sheet 8 of 9 2.565� 2.s u 0 -{p-.065 o 52 ,sY 1.745 ,811 .811 1.550 �Do ` q m J ,745 065 1.245 TYP• .745 085 tr TYP. 0 I .oso 71 1.015 1.015 I- I•�1395 ,� N E12 FLANGE FRAME HEAD E7 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER C h a 1.583 1.593 1.007 I••-• 0 a 0 a o .745 a' n 065 065 I z N u-o TYP. TYP. 065 09 P- T,P. 2.113ao 3.175 1.368 W amt F 3.675 t 429 3.175 1.015 VENT TOP CORNER O 1.429 1.220 \ N 1.000 .5 W O V ri .500 E4 i11-ter. 2.505 MEETING RAIL FRAME TOP CORNER 2.505-- i0 to v 1.220 0O Ela FLANGE FRAME SILL OE2 FLUSH FRAME SILL �+ p0 w F S00 1.301 1.301 1.043 J N ¢ C 1.788 p CV o 065 62 y N'-m 3 M t 065 065 ' GI 'O0 3 M In . 1.015 C Z Eli 2.440 2.440 ?r O o ES I w p Lots t 015 O LOCK RAIL W (jog FRAME BOTTOM CORNER v U-2 VENT BOTTOM CORNER .745 .745 2.195 O 2.946 2.346 ' E13 FLANGE FRAME JAMB OE3 FLUSH FRAME JAMB ' 12 1.992 � .490 .120 1.043 M '6 �- .705 ,0511 TYP. .705 050 TYP. o 1 � I I 1.015 �m„�o� .864 h^ -i .964 F- E6 N o^ ry HAND RAIL 'a o ?RODt1C1 R6V15ED o a m O5/16" GLAZING BEAD E9 .700" GLAZING BEAD as rnmplyinSwithiheFlMtde 1111111117// �' 0 B cc;t9 m 1 ®® 1.395 :\cceritim l4o� {�9 i�� m Eapimz Date '�;.•'..C� •. 1.449 ,745 1.450 1.395 190 aY N .7 92 r.1 BO 293 Mi Dade Product _ _ a .050� 1 '�3'. .060 r 1.025 .065 1.015 .550 .050 ^•gT ••�7_ `� y .065 J ' ,�d1- � 1.413 j �, %I:•;: 5Q S TE OF 'drawing no. W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL Eto FLANGE ADAPTOR ''77��/�•1t1t1sheet 9 of 9 v o i