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HomeMy WebLinkAboutProduct Approval (3) MIAMI-DADS MIAMI-DADE COUNTY 8 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNEMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 250'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. 4 _ This product is approved as described herein, and has been designed to comply with the Florida Building C-1 Code, includim the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. UAPPROVAL DOCUMENT: 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., bearing the Miami-Dade County Product U 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 Im act Resistant. LL 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 NOAH 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 MIAMI•DADE COUNTY Expiration Date: September 22,2020 r� Approval Date: December 21,2017 12110 ! Page I. CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTMD 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,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 fired 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 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.BTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manue P 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-5th Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA Nv.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 Knraray America,Inc.for their "SentryGIas® (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"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. STATEIVIENTS 1. Statement letter of conformance, complying with FBC-5th 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 underprevious 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 Nv.10-0510.11) 3. Test Proposal for 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. Man5�7-1018.08 P.E. Product Coiner NOA 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 Alums S.H.Wdw. (L.M.1./S.M.1.)", sheets 1 through 9 of 9, dated 02/02/10,with revision D dated 09/29/17,prepared by AI-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 FSC 61 Edition (2017), dated 09/29/17,prepared by AI-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 Glass 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 51 Edition (2014),with FBC 61 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 re P.E. Product Co ntr E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8" 52 1/6' 52 1/8• FLANGE WIDTH BUCK WIDTH BUCK WIDTH n 47 7/16" 47 7/1 s• 47 7/16• �o . D.L.O. (FIx. LITE) FALSE MUNTINS D.L.O. (FIX. LRE) FALSE MUNTINS D.L.O. (FIX. LITE) Z 20 9/16" (SURFACE APPLIED) 20 9/16" (SURFACE APPLIED) 20 9/16'** p q ISD 61 MAX. MAX. *X` OPTIONAL 5 1/2'MAX. MAX ** OPTIONAL 5 1/2"MAX. 4 MAX. 6HED/SILL HEAD//SILL CORNERS CORNERS CORNERS HEAD/SILL HEAD/SILL HEAD/SILL FQZAn a p N N II II II II II II II II �+ tl II pUF NM 0 II I I I I 11 Iyy� XJ II I 0 0 \X 5 pY OR 0 AL aQ M u u U) J B II I c U J g B I I II o J 7 II I I G F y Z 0 4 li ii 6 ii ii F= 7 li li ^2 W W N o ?p D n w n n Q Cavil 01�F II II � II 11 � I II O E II / II m II /• II m II /. II \ED_ \� 11 •� II \W_ \ II .� 11 \is� \ II II \ N nM MM oJ c IuiIi nIiIi = rmn M o ___c_t _IuiiI oJ cM M�mI+ v — 4 In 3 � n x to tri ME W 47 7/16" m FALSE MUNTINS 47 7/16' m D.L.O. (VENT) D.L.O. (VENT) \5do (SURFACE SPO EDL D.L.O.(VENT) O= N 50 1/4• 50 1/4" In o 50 1/4' N O o 3 N e VENT WIDTH VENT WIDTH VENT WIDTH d O r7 M FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c Z nou- I R SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW w ('0 3 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r(PICAL ELEVATION U CHARTS SHOWN ON SHEET 2. rn O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS G OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS ** o8 IN BETWEEN. CENTER ANCHOR REQUIRED WHEN 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9 16" v g WILL APPLY TO ENTIRE SYSTEM. / g THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDIRON)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS v 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS. MUST BE LARGE MISSILE IMPACT ° �''=•ry DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS o m o TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT <<m o ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILSAND INSTALLED PER 111 I111A 0 INSTRUCTIONS.SPEFIED MATERIAL SHALL BE BEYOND N SWALL DRESSING OR STUCCO EMBEDMENT TO BASE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OCT �� 't�.VOENSF'•;SCJ c ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE N � MATERIALS INCLUDING BUT NOT LIMITED TO STEL/METAL SCREWS,THAT - N.70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCFREVISW REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. 3u din�C deO THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION I illi$ilce No -DIB B ATE OF A drawin no. FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY %O 9 OSTRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR Expim'nDete ?O'lD WATER INFILTRATION RESISTANCE ETC. �i�� s OR1DR•'ffl- FANDNOTOONSNOTI SHO BYI THIISNDRAWING G OFFICIAL E TO BE ANALYZED SEPARATELY, lymm nJePiouct �/ '®��) �� sheet BE REV 11111111A 1 of 9 EQUAL LIM WINDOWS UNEQUAL LIATS WINDOWS O DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP �� o FLANGE DIMS. BUCK DMS. GLASS TYPES'9&Al'GL1S9 TYPES'B'B'Bl' FLANGE DIMS. BUCK DIMS. MAY.TOP LITE GLASS TYPES'A'k'AI'GLASS TYPES'B'h'BV O o wimx HEIGHT WIDTH HEIGHT DU.(+) INT.(-) W.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EM.(+) 1M.(-) DR.(+) 1Nr.(-) 3 18-1/e' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 28-1/Y 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75A 75.0 80.0 85.0 g 37' 26' 36' 25' 75.0 75.0 80.0 85.0 26-1/2• 25-1/2' 70-5/e 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 ¢ 0:O O O U 53-1/8' 52-1/8' 75.0 75.0 80,0 85.0 33• BS' 32' Be 80' 75.0 75.0 B0.0 85.0 �_ O !i 18-1/8' 18-1/8' 75.0 75.0 80.0 85.0 37' J6' 53-1/2• 75,0 75,0 80,0 85.0 IL 1Iy- e- 25-1/2' 75.0 75.0 80,0 85.0 43' 42' 45-1/4' 75.0 75,0 B0.0 85.0 O N m W 37' JB-3 B' 36• 37-3/8' 80.0 8" 49' 48• 75.0 75.0 80.0 85,0 53-1/8• 52-1/8' 7s.0 75.0 80.0 85.0 O F M W ao 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 WIDTH z ?= p O m� O m-¢o 26-1/2• 25-1/2' 75.0 75.0 Bodo 85.0 C Z 7 37' 50-5/8' 36' 49-5/8' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 V'?O b :B 53-I/8' 52-1/8' 75.0 75.0 80.0 85.0 "'(Z 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 Q w m 26-1/2' 25-1/2' 75.0 75.0 e0.0 85.0 u v 0 3763' 36' 62' 75.0 75.0 80.0 B5.0 = 49' 48' 75.0 75.0 80.0 85.0 aI0 y p 53-1/B' 52-1/8' 75.0 75.0 80.0 05.0 O1 19-1/8' 18-1/8' 75.0 75.0 80.0 B50 ti 26-1/2" 25-1/2' 75.0 75.0 80.0 85.0 37' 76' 36' 75' 75.0 75.0 80.0 55.0 3 49' 48' 75.0 7s.a Bo.o e5.0 UNEQUAL LITES (ORIEL TYPE) 3 ` M 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 O Til 19-1/8 18-1/8' 75.0 75.0 80,0 85,0 28-I/2' 25-1/2' 75.0 75.0 80.0 &5.0 .O 37' 55' 36' 84' 75.0 75.0 80.0 85.0 46-1/2' 45-1/2' 75.0 75.0 80,0 &5.0 � BUCK DIMS Xt'TY?. o O ^m m Or N N O M m Z �3 n WIDTH C Z FLANGE FRAME 3 0 _ FLANGE DIMS U p� J n BUCK DIMS 0 g EQUAL LEG FRAME N12 BUCK DIMS EQUAL LITES 2 m o m o '-.N 0. FIN FRAME `- m o 11 BUCK DIMS �d).7 ��`�@`� GENS '•;Yl'�i� r 'o � V R 0.7 2 a NOTE: PRODUCT REVISED ns complying wish Ote FL8ld0 GLASS CAPACITIES ON THIS SHEET' ARE Nuildita Code ��1 FLANGE ADAPTOR FRAME ACCeplmceTJ0/ ' Of6.�g ATE OF 6t/� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expin' nDate 7AZD AND FLORIDA BUILDING COMMISSION FLANGE DIMS % oR�OR• � W10-03 DECLARATORY STATEMENT DCA05-DEC-219 Itlionti ndcPrOduct ''��i ® YdPaF-����\` ��/®11111 AAYA sheet 2 of 9 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS M 075' Interlayer .075'Interlayer o Saflex CP With PET Core Saflex CP With PET Core o By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3 OR OR Z n .090'Interlayer 090"Interlayer 0 n Saflex Clear And Color Glass Saflex Clear And Color Glass F W al By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 16 0Oo� U .090• Intedayer 090'Intedayer N SentryGlas SentryGlas N By'Kuraray America, Inc.' By'Kuraray Americo, Inc.' 0 G OR OR 090"Interiayer 090'Interlayer 0 t N Trosifol PVB Trosifol PVB v p uT By•Kuraray America, Inc.- By'Kuraray America, Inc.' C a C20 lQn o 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS 00U M m M�in0 N = vayt+ SILICONE g N SILICONE Q 1w'=16 G 7 M1 GE 1200 M1 GE 1200 LL Z N o DOW CORNING 899 cs !it DOW CORNING 899 r C DOW CORN NG 995 i! DOW CORNING 995 Q m rK! q O a a 0 0 14 "a y w \ M4 AT 1/4 POINTS ON LIES . M4 AT 1/4 POINTS ON LITES i WIDER THAN 36' W WIDER THAN 36' GLASS TYPE ' A' GLASS TYPE 'E' i aiin 5/16'OVERALL LAM.GLASS 5/16"OVERALL LAM.GLASS , a (L.M.I & S.M.I.) 3� o b 1/8"ANN.GLASS 1/8'HEAT STREN'D GLASS c .075"Interloyer 075'InterlayerO n m Saflex CP With PET Core Saflex CP With PEr Core in`n^e By'Eastman Chemical Co.' By'Eastman Chemical Co.' a 3 M I OR OR z 3 N .090' Interlayer 090'Interlayer e Z SaOex Clear And Color Glass Saflex Clear And Color Glass o R'Eastman Chemical Co.' BByR'Eastman Chemical Co.' p S 1/4'AIR SPACE .090' Interlayer 1/4'AIR SPACE 090'Interlayer w U�g SentryGlas SentryGlas N By'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' 0 1/8"ANN. GLASS OR OR 090'Interlayer 1/8'HEAT STREN'D GLASS 090"Interlayer Trosifol PVB Trosifol PVB a By'Kuraray America, Inc.' By 'Kuraray America, Inc.' c`Y aR Q 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS O g 8 6 p� U a N F m SILICONE SILICONE E GE 1200 rn GE 1200 DOW CORNING 899 DOW CORNING 899 M7 DOW CORN NG 9 95 M7 DOW CORN NG 995 PRODUCT REVLUD a g nscemplyiagwithBreFtafmli o o o g n KL EDGE SPACERS KL EDGE SPACER Building Cade m y i! ST. STEEL BY'CARDINAL' y ST.STEEL BY'CARDINAL• Acccplance Tia D/ .D .� o a m OR OR Expirntian Date DURAS BY UANEW BY W E9 SUPER SP CERQBY'QUANEX' W E9 SUPER SPACERQBY'QVANEX' M r ade Product F \.1C�sF•'•. 'i o M4fil AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'Bl' 0.70'OVERALL INSUL LAM.CLASS (L.M.I ONLY) 0.70'OVERALL INSUL LAM.GLASS ��'•• TE OF ��� drawing no. (S.M.I.) oRlv�.•'��; W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING iiAAd°/ONAL � EXTERIOR PLY OF GLASS TYPE'Al'&'81' MUST BE TEMPERED. r/11111111\\\ sheet 3 of 9 113Y FO TYPICAL SPA TNG ORS FLANGE & FLANGE ADAPTOR FRAME Ay.V o WOOD BUCK METAL 01 +'.e" .e v ' .e• a• "\d a tlF..DISE.•- TYPICAL ANCHORS STRUCTUREZ EOGori r------------------- •e d-.'' a,'? e. SEE ELEV. m f___________________i n�' FOR SPACING p j I MIAMI-UWODARE COUNTY APPROVED I o I I MN @ MUWON ANCHORS \ EDGE DIST. o �' DIST. a N i SEE SEPARATE NDA i g O`o 0 N m I I EDGE 01ST. i N I3 OFF II11=--uu TYPICAL ANCHORS TYPICAL ANCHORS O^a tj y SEE ELEV. SEE ELEV. Z li I FOR SPACING FOR SPACING LL?0m I I (D Z 4 22 3/I I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. Q w 21f d I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c AND TRANSFER THEM TO THE BUILDING STRUCTURE. c�_`. TYPICAL ANCHORS: SEE ELEV. FOR SPACING i� SWEEP LOCK 2 3/8'MIN. ' Fu=125 NSI,Fy-100 KSI) I OPTIONAL TO C EGRESS LOCK 1/4" DIA. ULTRACON BY TELCO' Fu�177 KSI,Fy�155 KSQ AT SILLLu I `.\ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 Oi ` 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o B ---`` THRU 1BY BUCKS INTO CONC. OR BLOCKS ui p0 ruj p4 �LJ�tSLJ ` 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) D E4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) °rn O n WHEN USED THE MIN. WOOD BUCK o o=N o py �I DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS y vii v W ! DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 N M n 1 PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) d z #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 0 o i INTO MIAMI-DADE COUNTY APPROVED MULLIONS 0 o (D pJ w OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z i.i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE K iii ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o o 1 STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) e 3 w I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R R TYPICAL EDGE DISTANCE g Sy 1 INTO CONCRETE AND MASONRY = 2" MIN, o $ 2 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. E6 o j WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 2 M9 . CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. o 2 9 g 9 iEh C-90 HOLLOW/FILLED BLOCK AT JAMBS f m m 20DO PSI MIN. <m o 0 2 I I PRODUCT REVISED© O os complying with ft 11�1 1A bc Building Cod. Accepteace No 1 '018.08 ea DatLv e i 92 ••e- p Y k :o t,-i:xmi ade PfodactCol>tt _ 1:T B - o E r EDGE DIST"c. v :v \ ,.a ..•e•.. 18 I TYPICAL ANCHORS SEE ELEV. •' TATE OF •v. I TYPICAL ANCHORS :^ - FOR SPACING P..• •�� SEE ELEV. imp. `c9e.� W10-03 WOOD BUCK FOR SPACING 7j/1111111YY1 sheet 4 of 9 1/4•MAX. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS t 0 O 1 1 Z q TYPICAL ANCHORS TYPICAL ANCHORS O k y Q SEE ELEV. 1 2 Se S5 SEE ELEV. F FOR SPACING FOR SPACING 1 MG v o FLANGE ADAPTOR FRAME 00-110 METAL STRUCTURE o J 1'1/4• N V e1 COW g_—_—.....__—_..—:— R G G o nt, 1 e 1 BYO u•Z O fr EXTERIOR r WOOD BUCKS i =_— J Za(ct�71 I O.L OPG. E1 I�ii O Q IU O F !i li O a 1/4•MAX. BUCK WIDTH 11 I SHIMS SHIMS �Wa i J c k rj qq _ TYPICAL ANCHORS O TYPICAL ANCHORS W i 3 ^ SEE ELEV. FOR SPACING SEE ELEV. j = O <7 FOR SPACING i 00 I p O�No 1 1/4.. to N M n LLLIII p M Y WOOD OU ? •p 3 WOOD STIR CIUR N § �`o A w 0 i BY a (7 0 J WOOD BUCKS 10 L) MIAMI—DADE COUNTY APPROVED MULLION c &MULLION AHORS 1/2'TYP. [g SEE SEPARATENCNOA O o o BUCK WIDTH BUCK WIDTH m $ INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. m a I� �I PRODUCT REVISED g$$ II as cnmplyin6 wid tM I a m o 0 _._._.._.._ _.._.._.. I I 9uildingco&+ �.FfO�08 111111nuuiT,�� E�pimlian Dale IJ-21 kcccpIa0=NO _-_ _ _ _ _ _ _ 3yVmdl!� No.7 592 Of I A7E OF Adl` drawing no. b14 X 1•FH.SMS. �i, s' ,�ORIO�;.•' \�� �t?�.� W10-03 1110%, � sheet 5 of 9 METAL d a•,..a •d•d ' e d' �'•.-<a.•,.. •n•,8.\d ;'.I d;'°E.O.GTYPI•TYPICAL•'ANCHORS 4'umbyV SEE tq MVSTRUCTURE EQUAL LEG FRAME TRY FOR SPACING WOOD BUCK o'o CHZSEE ELEV. r Ee.DIST. MIAMI-DADE COUNTY APPROVEDFOR SPACING EDGE 3 MULLION dMULLION ANCHORS TSEE SEPARATE NOACTYPICAL AN .•.• EDGE DIST. 11 d 9 G o I I O51 _0,... 0 Al M3 EB j � --- i.I! \ TYPICAL ANCHORS TYPICAL ANCHORS C ro c I ii M2 SEE ELEV. SEE ELEV. Q a q 0 e1 I it FOR SPACING FOR SPACING dJ C !I 55 TYPICAL ANCHORS tWY1) 1 No O SEE ELEV MAMI-DADE COUNTY Z CNG APPROVED MULLIONFOR SPAMULLION S a 1/4' BUCK WIDTH BUCK WIDTH EE SEPARATE NOA JOOoQ BUCK WIDTH ZLL_ ao m I SHIMS ii I SWEEP LOCK 1 1/4' it 1 OPTIONAL TO EB j EGRESS LOCK --------_ — ----- AT SILL o ^ 0 .. .zn .. .. = O LJ a N W E4 �' c9 0 il• L Q I U a •- N N^-'e 114%1'FH. SMS. cj Z 30 M i. W i 3 t ' o bb EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 j o �1 INTO WOOD, CONCRETE OR METAL STRUCTURES ! o > E II 1 WITHOUT THE NEED OF A WOOD BUCK,o c 8 2 3/8' MIN. y S4 d 4e /' g EB ^ .d, 4 < .a y iiicl I 2 3/8" MIN. ` '' - ^ d _z•'8 '� TYPICAL ANCHORS N o o$m ry M9 IWMI ..•s•.. SEE ELEV. 1'ROOUCT REY73"P.D FOR SPACING <m O ��\ Rs climplYin6 with the F1a%$L78 L 0 14 H \ Bwldmg Coda `\1111111 t//� C1 `. AccepmnceNo E2 `\ Expi tioalPJte 7jj `\` �� ••• �p,.�ii i 1 13Y c Nli—i ude ProductNO' ConlY c . WHEN USED THE MIN. WOOD BUCK OSS2 *= ae DEPTH SHALL BE 2%". THE USE OF EDGE Df.o "I' .' 11Ptt:AL ANCHORS la DEEPER OR BEVELED WOODBUCKS IS ��•• � SEE El". PERMITTED. STATE OF t/j drawing no. 1gY I FOR SPACING �i� •.�OR1DP; W1 —�.� sheet 6 of SEE ANCHORS FIN FRAME �y.V " U ILLUSTRATIVE DTLS.ONLY SFE ELEV. o EXT.OR INF.FINISHES E71 FOR SPACING O NOT BY CGI i g Z Q� J 1 1/2° HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING ¢a V re 0 30�a NOT BY CCI �w $8 SMS (GRADE 2 CRS) a 7� AZ E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p 1-1/2' MIN. PENETRATION IM0 WOOD yyI'h CAULKING a K p o M2 Qaa� 0 0 b U) Q O LL 6 I LLzy—m a it M8 J Qwm2 J c O fN N I I \ N SWEEP LOCK I 1 OPTIONAL TO C m EB EGRESS LOCK AT SILLWOOD o 3 � n CN NOT BY CGI GAP 1/4°MAX. BUCK HEIGHT 1/4°MAX. v=i0 Li © � GAP GAP D Lj LL 1/2°MIN. 1/2°MW. ;2 C CO 0 O OFNo w 1 1 ji m d 0 iFS; i u F c Z U U BACKBED s CAULKING N U _ 5 LJJ tr Okt,N rg sa , mo��Cg 1 HOUSE WRAP NOT BY CGI m n i Ea E6 EXTERIOR a o g N M9 m s9Es D.L.OPG. ��amoo 2 I 14 PRODUCC REVISED BACKBED as comylying witkBro Ftm� ``I11111111!/ll CAULKING Building Code ��A .t1 �/� o E2 <,creytance ��� �{•W..`.'•• �i� I [ E•:yimaoo Date ZD : IycEN$F'••.. : Q HOUSE WRAP _ a )y oc6Cb1[Y[7i1i No.7 92 o a NOT BY CGI im//n++i 1 1/2' pod Ll, ATE OF Eye drawing no. it TI?ICALANCHORs '%� '. ORIOP.•���� W10-03 SEE FOR SPRING ilioPdAl"�11����� sheet 7 of g lllllllll ti ITEM PART QUANTITY DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 3 E4 CGI-103 1 MEETING RAIL 6063-T6 E5 CGI-104 1 LOCK RAIL 6063-T6 E6 CGI-1051 HANDLE RAIL 6063-T6 - sa 8 A v E7 CGI-106 2 SASH RAIL 6063-T6 - 0�t IL N EB CGI-107 AS READ. S/16'GLAZING BEAD 6063-T5 - C{u 0 EB CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 - 0 t NW E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - v M I- R E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - 0'C °o E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 IL a E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - U)O n E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - LL H ti E77 CGI-605 OPTIONAL SCREEN FRAME 6063-TS - O$ Mf M1 CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - 0 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. `D M70 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUN. c M11 W2320ING AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN n M13 CCI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = O yrj M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. 0 Lu M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C M16 CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o =N o M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. !n N MIB CGI-132 2/WOW. SASH SLOP, 2"LONG PVC PROTOTYPE OR EQUIV. T,j M:r M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M F 'O 3 M21 - 2/WDW. B/T BALANCE TAKE OUT CUP - BSI OR EQUIV. b C Z M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUIV w O M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. ¢ O E U N S2 2 OR 3/CORNER # 10% 1 1/4'LG.PHIL PH.SMS. ST ST.ASSEMBLY SCREW �yy S4 _ 4 WDW. # 8 X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW S5 - 2/WDW. # B X 1'LG. R.SMS. ST/ST. SPIRAL B.ASSEMBLY 56 - 2/LOCK 6% 1/2-I.G. FH.SMS.0CGI-133 &CAM LOCK 1 R Li C C PRODUICT REVISED \\j11LInuTAA 1a complying wilhlWe A«e�Lmce No 1'1-1�1 D \\,: GE,NS�c•••, ' Expiration Dain Q By .70592 Miami ade Product f�t•> �! tli:/° �' ATE OF ='�`� j drawing o..n. W10-03 N1ALL�\\\\\` sheet 8 of 9 C I J 2.505 2.s05 D65 1 82 `Y o z m� 3 7.745 .811 9 1 1.5150 .745 065 1.245 . Y 5 NN 1.015 TYP 1.015 H- A5Q1.385 N U ao� Et2 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Et1 NAIL FIN ADAPTER to 0 1.583 1.583 1.007 CFO a a 0 6 0 745 a o 065 065 IYP. '1YP. .ttP 2.113 y(7 1.368 Q w m 3.675 1 429 3.175 3.175 ,.075 VENT TOP CORNER E 1.429 ME -1.220- m 1.000 .500 II 5� 2,505 E4 MEETING RAIL FRAME TOP CORNER u '" k-2M5 (� 1.220 % ~O E74 FLANGE FRAME SILT. FLUSH FRAME SILL 'd 0 w .500 1.301 1.301 1.043 ze C 1.788 p (moi o 065 S2 N N'- 085 065 TYP. � p M r� TYP. Tri'• 1.015 a Z w 2.440 �(' 2.440 � i rn �O . I E5 I w 1.015 1.015 LOCK RAIL I ' (0 I I p2--jr FRAME BOTTOM CORNER VENT BOTTOM CORNER I U .745 .745 2.195 2.846 2.346 �x C E13 FLANGE FRAME JAMB �l FLUSH FRAME JAMB ' g bi Q 1.892 j .490 .120 1.043 fI e g g f .705- .050'Mp. .70.5 .05o TYP. lAiS I `+2101 1 Ll L y 6 ,± 2 kikfl ~ I o' m .g64 �•I .g64 Ste- EB HAND RAIL K K PRODUCT RwVthBce t•l0si3a �0� O 5/16"GLAZING BEAD E9 .700" GLAZING BEAD asrnmptying \ !! \\1lifii!! gccd�taac�a� t.395 Expiration l7nte `��'�;:'`CEN$,;^•."Z7��i o 1.449 1.395 .74 1.450 „Y N,70 92 S 180 Mi D C product .293 � .050- .060 1.025 .065 1.015 .550 .050 .•� •4i 7 f'�.`. �__� .065 1.413- _,_,.�, rt fN.r,. ��'•, TE OF r ({/� 'drowing no. ' tJ ri • R,OJ;,•' ��� eta FLUSH FRAME COVER 1B SCREW COVER J SASH RAIL E70 FLANGE ADAPTOR i i