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HomeMy WebLinkAboutProduct Approval - Single hung M IAM 1-DiADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stree%Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGI Windows and Doors,Inc. 10100 NW 25m 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 Se ' ntine1110"Alaminnm Single Hnn �r—L. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.IJS.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 Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING a e and Small Missile l[m act 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 MIAMI•DADE COUNTY Expiration Date: September 22,2020 ' *1 Approval Date: December 21,2017 ly, 211 ! Page 1 CGI Windows and Doors, Inc. -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA 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(V 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 6)Forced Entry Test,per FBC 2411.32.1,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. Abralsam,.P E�4Submiaed under Iyn 4 Iva_rD DSID.II) Manue PW- 018-08 .E. Product Controler 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 FBC-51 Edition (1014),dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "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. STATEMENTS 1. Statement letter of conformance,complying with FBC-5a'Edition(2014), and of no financial interest,dated 08/26/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No.HTL-0080-0101-10,issued by Hurricane Test Laboratory, LLC,dated February 03,2010, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of 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 X irl-ng nn. )9/2?12() Manue er P.E. Product Coot o1 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 61' Edition (1017),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 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"Saflez CP- Saflez and Saflez 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 51h Edition (2014),wi C 6 dition 201 and of no financial interest,dated September 14,2017,issued by - 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. ManuelPE .i.erP.E. Product Coni 18.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/9' 52 1/a' 52 1/a' MCE WIDTHBACK WIDTH BUCK WIDTH 47 7/16" 47 7/141' 47 7/10- D. /10' o L0. (FOR. LITE) FALSE MVNTINS D.LO. (FIX. LITE) FALSE MUNTINS O.L.O. (FIX. LRE) Z c j 20 9/16" (SURFACE APPLIED) (SURFACE APPLIED) y 8'MAX. , ** OPTIONAL 5 1/2'MAX. 20 9/16"** OPTIONAL 20 9/16' O MAX. S 1/2'MAX. MAX. ** F Z R a HEAD/SILL A HEAD/SILL HEAD/SILL A HEAD/SILL HEAD/SILL HEAD/SILL z CORNERS 4 CORNERS 41 CORNERS 7 II II Fr 11 II D 11 11 7 II II 7 II II �O�i1 ; O iL I 5SE2 n= n It ai===== J ii ii J ci h C II II C1 �Q ! O j m GJ N 0 LL 47 7/16' 47 7/16' .1m6 FALSE MUNnNS 47 7/16' D.L.O. E , (SURFACE APPLIED)D.L.O. (VEA) OPTIONAL D.L.O. (VENT) N �zU Co o SO 1/4- 50 1/4' 5p 1/4' n 2 7O=N M N VENT WIDTH VENT WIDTH O FLANGE & FLANGE ADAPTOR E EQUAL LEG FRAME FIN FRAME c 2E SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDO to DESIGN LOAD RATINGS FOR THE WINDOWS TO BE AS PER TYPICAL ELEVATION CHARTS SHOWN ON SHEET 0 APPROVALAPPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG *DW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 4 R IN BETWEEN, CENTER ANCHOR REQUIRED WHEN R 2 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16° WILL APPLY TO ENTIRE SYSTEM. j THIS PRODUCT HAS BEEN DESIGNED AhD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS y 19Y OR 2BY WOOD BUCKS NE BUCK FASTENERS BY OTHERS, MUST BE LARGE MISSILE IMPACT DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT i ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS `111111IIIIVIV AND INSTALLED PER MANUF•S INSTRUC110N5.SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 13G� '••., ypy ALL SHIMS TO BE HIGH IMPACT,NON—METALLIC AND NON—COMPRESSIBLE. g MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT PRODUCF RBVL gp COME INTO CONTACT WITH OTHER DISSIMIUR MATERIALS SHALL MEET THE ne complying with PIoFY� •• ■ b 5 REQUIREMENTS OF THE 2014/2017 F IDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Building Colt ` FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ACe""No ' 0141 . OF :�(/ drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEAING AROUND OPENING FOR Expire nD c ?A� '� ''• �!'�` W10-03 WATER INFILTRATION RESISTANCE ETC.IIHY ANDTOBE RE1INI� CONDITIONSNOT SHOWN IN THIS DRA111N0 ARE TO BE ANALYZED SEPARATELY, Minim ode Product III I R ahNt O} 9 AND TO BE VIEWED BY BUILDING OFFICIAL EQUAL 31TES WINDOWS UNEQUAL UTES WINDOWS DESIGN CAPACITY-PST DESIGN LOAD CAPICITY-P9P 4wm;j FLANGE DDIS. Bucx DWI, ICLUS TYPES'A:&'Al'CLASS TYPES FLANGE DIM. BUCK BILLS. MAILTOP IJTE CLASS TYPES GLASS TYPES'B'VEV WIDTH HEIGHT WIDTH HECHT EXT.(+) I NT.(-) EXT.(+) I NT.(-) WIDTH HEIGHT WIDTH HDGHT 4A�DIMo EXT.(,) iNT.(-) acT.(+) INT.(-) 15-1/8 z 3c 75.0 75.0 80.0 B&O 33-1/8, 78' 52-1/8' 75' 30-1/4' 7&0 75.0 80.0 65.0 2.-1/2. 25-1 AS. 35�2* 73.0 75.0 80.0 85.0 79, 78' 39-1/4' 75.0 7510 80.0 85.0 37- 28' 5- 75.0 75.0 90.0 85.0 28-1/2' 25-1/2- 70-5/8- 75.0 75.0 80.0 a5.0 41 0. 75.0 75.0 80*0 55.0 3 1' 30' 63-5/B, 75.0 75.0 80.0 SS.0 53-1/.. 52-1/8- 75.0 75.0 80.0 05L-- 33' 32' 84" 60" 75.0 75.0 80.0 2 Is-0. 75.0 75.0 80.0 65.0 -1/2" 711, BO,O ISID 37' 53-1/2' 75.0 �75.08'00..00 28-1/2 21 - 45-1/4' 75.0 7.. 1 30' 37 3/8' 75.0 75.0 ao.0 1 85.0 9 3i 911 41' AS 75.0 75.0 50.0 GOO zs es 53-1/8.7 .-Ve 75.0 73.0 ao.o 83.0 cf WIDTH 0 < I 19-1/8, To- 75.0 75.0 ao.0 85.0 'a 20-1/2' 25-1/2' 75.0 75.0 80.0 85.0 17. 50-5/8- 3e 49 5/8" 750 75.0 ao.0 85� In 41 75.0 75.0 ao.o 85.0 53-1/.. 52-1/5- 75.0 75.0 80ao 05.0 --- I 19-1/8. 18-1/8- 75.0 75.0 110.0 85.0 26-1/2' 25-1/2* 75.0 75.0 80.0 $5.0 - --- - - - s 2�0. 7� 37' 63, 30' 2- 75.0 75.0 80.0 85.0 48" 1 75.0 75. 49' 0 80.0 55.0 53 1/0" 52-1/8' 75.0 75.0 80.0 85.0 1 9-1/"" 11-1/1, 75.0 75.0 80.0 85.0 26-1/2" 11-1/2 75.0 75.0 80.0 95.0 37, 78* 75.0 75.0 80.0 8510 36 49' 48 75.0 75.0 60.0 85.0 UNEQUAL LITES (ORIEL TYPE) 53-1/5' 52-1/S 75.D 75.0 50.0 85.0 0 19-1/8- 18-1/8. -8OXi-- 85.0 0 73.0 75.0 vi 0 2a-1�2- 25-1/2" 05.0 85 a. 14- So -0 3 75.0 7 0 85.0 37 5.0 .0 46-1/2-1 1 0- 75.0 75.0 130.0 85.0 Jj"Typ. BUCK DIMS C)�T C-4 Q A 0 z -6 WIDTH Fi s Z I, FLANGE E 7 5 5 5 5 0 0 0 7 7,0 7.0 7 7 7'0 'S 0 7'0 750 7,0 P7 75.D t '0 EQUAL LEG FRAME 1112 1 BUCK DIMS EQUAL LITES 0 FIN FRAM BUCK DIMS EN I'RODUCT REVISED NOTE: -mplyiN Wi th dw Fbwnriwda ftiming CO& A - " .:. z It GLASS CAPACITIES ON THIS 6EET ARE -.- ..x-'r-drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAM ZD �JA .'7 03 AND FLORIDA BUILDING COMMISSION FLANGE DIMS wi 0- DECLARATORY STATEMENT O!�5-DEC-219 1 "ANN. GLASS 1/8"HEAT STREN'D GLASS ul 13 .075" Interlayer .075" Interlayer o Saflex CP Wlth PET Cors Sallex CP With PET Con o By'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR Z P 090"Interlayer 090" Intenoyer G 1• q Soflex Clear And Color Close Saflex Clear And Color Class OR Eastman Chemical Co.' By 'Eastman Chemical Co.' .090'Interlayer 090"Interlayer Q SentryGlos SentryGlos By OR Kuroray America, Inc.' By Kuraray America, Inc.' O u. OR O090"Interlayer 090'Interlayer s1 Trosifol PVB Trosifol PVB By Kuroray America, Inc' By Kuraray Americo, Inc.' a m 1/8"ANN. GLASS �u 1/8"HEAT STREN'D GLASS O ydI SILICONE SILICONE Q W GE 1200 GE t i! 1 DOW CORNING 899 M1 _![ DOWCORNING 899 z !" DOW CORNING 995 I DOW CORNING 995 J t7Z d Q W A.f F r II !I li O 0 z I 0 EB E�E.. E8 1 M4 AT 1/4 POINTS ON LTTES y� M4 AT 1/4 POINTS ON LffES 'O WIDE THAN 36" W WIDER THAN 36" C GLASS TYPE 'B' 5/18 OVERALL AS LAM.GLS 5/16"OVERALL LAM. CLASS .. (L.M.I & SAA.) h OO r p w u /8"ANN. GLASS 1/8" HEAT STREN'D GLASS C .075"interloyer •075" Interlayer Saflex CP With PET Core Sallex CP With PET Core in N M ',a By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' W)OR OR W= 'D 3 090"Interlayer 090"Intertoyer C= Soflex Clear And Color Glass Saflex Clear And Color Glass w 3 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co' w 0 4 OR OR 1/4"AIR SPACE .090"Interlayer 1/4"AIR SPACE ,090"Interlayer g V 0 SentryGlos SentryGlae 1n 1/8"ANN. GLASS BByR'Kuraroy America, Inc.' By 'Kuraray Americo, Inc.' 0 OR 12 .090"Interlayer 1/8"HEAT STREN'D GLASS 090"Interlayer Trosifol PVB Trosifol PJB n By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' c o� p r Q p� 1/8"ANN, GLASS 1/8"HEAT STREN'D GLASS — @¢ 8 F SILICONE SILICONE 3 GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 N M1 DOW CORNING 995 r M1i- DOW CORNING 995 PRODUCT REVISED !I B applying wi9t the FlAii .m o_ g?�i f I XL EDGE SPACER %L EDGE SPACER Building Codd ST. STEEL BY'CARDINAL' II ST. STEEL BY'CARDINAL' Acceplesce lVo O! G > a OR OR Expiration Dste e DURASEAL BY'QUANEX' 0 DURASEAL BY'OUANEX'OR OR ttttt 11 Il ilrr� Ci E9 SUPER SPACER BY'Ol1ANE%' �' E9 SUPER SPACER BY'QUANEX' Mi a >.�deProducl ��`�P.1Pp.AH �'��i�� r •� M4 AT 1/4 POINTS ALL SIZES TA� 1/4 POINTS ALL SIZES GLASS TYPE IL GLASS TYPE 'Bl = {7 0.70"OVERALL INSUL LAM.CLASS 0.70"OVERALL INSUL. LAM. GLASS (L.M.1 ONLY) ®'• TE OF �'�� drawing no. 0 op.,•,�G\ NSO DER)TO QUALIFY FOR SMALL MULE IMPACT RATING ��y tS•• �; W10_03 EXTERIOR PLY OF GLASS TYPE'Al' 'Bt' MUST BE TEMPERED. ������iNAIL�`x�` sheet 3 of 9 TYPICAL ANCHORS SEE SPA FLANGE & FLANGE ADAPTOR FRAME 4.V WOOD BUCK FOR SPACING METAL K. , STRUCTURE 46 .' .A TYPIGL ANCHORS ___ ____ _ _______ _ Z. �. . SEE ELEV. FOR SPACING 11 MIAMI—DARE COUNTY APPROaED I •••,�. _ 1I 1II MULLION—.k MULLION ANCHORS— �IJI EPATE NOAE)GE DIST. II SEE S DIST DIST Up, EDGE DISTa EB 0Nn d& .III u2 y Oao� !i S5 \—SEE ELEV. SEE ELEV. TYPICAL ANCHORS TYPICAL ANCHORS 0 4 1�0j I. FOR SPACING FOR SPACING Q ? WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. Q a 2 3/ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 I I ANDTRANSFER THEM TO THE BUILDING STRUCTURE. I I .. .� TYPICAL ANCHORS: SEE ELEV. FOR SPACING m 1 OPTIONAL 2 3/5'MIN. 125 KSI,FY-100 KSI) EB EGRESS AT SILL INTO �� ' ' u.177 IS,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES `� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) = O r THRU 1BY BUCKS INTO CONC. OR BLOCKS ^ p g 1-1/4•' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) E4 01-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1., WHEN USED THE MIN. WOOD BUCK � If WDEPTH SHALL BE A". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS _ Ie a M� F i 1 DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 n I W i PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) € Z i 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) o__ INTO MIAMI-LADE COUNTY APPROVED MULLIONS Q OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) U o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) C .' 1 STEEL' 1/8' THK. MIN. (Fy - 36 KSI MIN.) ^ ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 21 R E R TYPICAL EDGE DISTANCE u o S4 INTO CONCRETE AND MASONRY - 2" MIN. o 9 q 23INTO WOOD STRUCTURE - 1" MIN. 1 INTO METAL STRUCTURE - 3/4" MIN. i E6 WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. 2 0—S o Me , CONCRETE AT HEAD, SILL OR JAMBS Ire -3000 PSI MIN. $ 8 C-90 HOLLOW/FILLED BLOCK AT JAMES I'm - 2000 PSI MIN. g m o 0 © I 1 PRODUCT REVISED `\\\\ 111 1//I as rnTMP1Yl^8 with the Florid. \ ♦�. 1 + 6Acuilop . �eeptance No J DI�.08 � �f_,•�N�;•, �� � � S .'°,• '•• :4. ..d� �•! � 2.•Si2:t,i ndel rodycl � 1!? '*± � li a TYIsICAL EOCE S4~. • ".•' .'r \ '� •.4 •.�•.. 1� >! I SEE 0". TB OP � � drawing no. • • TYPICAL ANCHORS ' •. I SEE ELEV. ,•t• ,, FOR SPACING i�� ,• OHCS..' .,WOOD BUCK , FOR SPACING ., �•• W10-03 A� NAL sheet 4 of 1/4-MAX. BUCK WIDTH ,/4•,,,,,,c, FLANGE & FLANGE ADAPTOR FRAME �y.V SHIM SHIMS a TYPICAL ANCHORS O ' 1 SEE TYPICAL ANCHORS Q b -' FOR SP CNG 1 1 Se SS M9 FOR SPACINGSEE ELEV FLANGE P.� FLANGE ADAPTOR FRAME 4 M'0.4 ♦., R-1 d� mot METAL — . - O 14 STRUCTURE •1 1 4- fi0 t o 0 0 Oatz A n as 1 EXTERIOR I r. WOOD BUCKS D.L.OPG. Et ii ii 0 Q to F n I I C N 1/4'MAX BUCK WIDTH 1/4-MAX �7 SHIMS SHIMS tX+ U TYPICAL ANCHORS EO ! P L 1q SEE ELEV. TYPICAL ANCHORS W ! 3 AS FOR SPACING .: SEE ELEV. L) FOR SPACING I Q raWl 4 3 .._.. .. .. .. .._.. .. .._ N o IT/ m=zrN 1 1/ O I I N C 0 M °AP WOOD BU -0 i WOOD STRUCTUR C Z Es ley wp WOOD BUCKS i. O MIAMI-DADS COUNTY c g a APPROVED MULLION I? S MULLION ANCHORS I/2-TYp, O u SEE SEPARATE NOA HO -- BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND - FLANGE ADAPTOR FRAMES. r- T 'q seas IRIODUCT RB 19.80 --- as mnsplyia6 wlt.Nr Fklwide c OuiWiag CN1e + — Ac tancc No l i�IO�d 0 `` N111� o s 9ya�ni ade Pro9awT _ NIL� ' aasl a L --J 1 E3 y r: aT JI L* S i ATE OF � drawing no. A14 X I-FH.SMS. � ...... ...... W10-03 � IOIWAI.1��� sheet 5 of g TYPICAL ANCHORS SEE ELEV. STRUCTURE EQUAL LEG FRAME Lm .V o Illy FOR SPACING NWB BUCK I TYPICAL ANCHORS ,�.t'•!i .a i •� I SEE EIEV. Fr— ----i� •fid •• a.' • FOR SPACING II MIAMI-DARE COUNTY APPROVED Ij Z EeG .•' d•' .••• d. • •.. EDGE I I MULLION k MULLION ANCHORS I I 0 b • GE DIST Y SEE SEPARATE NOA I I q HEDGE DIST. ,-- l__-___-_ 1 ________� }, Al M3 O Es TYPICAL ANCHORS SEE EL ANCHORSM2 \-SEE a M !I FOR SPACING FOR SPACING 8 TYPICAL ANCHORS {{{qqq C L SEE ELEV. MWAI-DADE COUNTY FOR SPACING APPROVED OAU" B MUWON ANCHORS 2 14 MA%. SEE SEPARATE NOA Ie 4 SHIMS7L BUCK WIDTH - BUCK WIDTH BUCK WIDTH ji D1 � ;i SWEEP LOCK i OPTIONAL TO EB EGRESS LOCK C AT SILL � I I ot�0 j .. I I = O ES M3 i 1 I _ 'A O W c w x o O=04 o E" 1 1 Ii ! •.'. E3 EB 114 X1'FH. SMS. d 31: M Z '9;J n EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O !� INTO WOOD, CONCRETE OR METAL STRUCTURES I WITHOUT THE NEED OF A WOOD BUCK. 0 1 C c a O R R 2 3/B MIN. _—�. � S4 2-3/B—MIN.�{ ••' • d TPICAL ANCHORS 4 '1 d I ,•} ..•�.. .• '� a I SEE El". i# 8�8 I>120DUCT.RGVI9ED FOR SPACING C 1 I 14 --p.6 wplying whh Ee ur FlotiY �`. nuccepwK.�No 1 10!8.08 YVAA1 /W Expiration Date ♦ By A1' i ode Ptodutt _ WHEN USED THE MIN. WOOD BUCK k .•.•r•r .•. .. DEPTH SHALL BE 236". THE USE OFul EOBE + •' DEEPER OR BEVELED WOODBUCKS IS tACAL ANCY10R5 SEE ELEV. PERMfTTED. RA7[OR Browing no. •' Iffy I FOR SPACING ,!R0.MI) `♦ ` WOOD'BUCK �OryAI. �.�` W10-03 �ll I I� chest 6 of 9 1 1 TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLYFOR SPACING V EXT. OR INT.FINISHES , sEE Fk• FIN FRAME y. o NOT BY CGI o 1 1/2" T °1 c� h � _ a � F � � a HOUSE WRAP CCI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1Lf n /8 SMS (GRADE 2 CRS) iV AZ Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ee __= BNCKBm 1-1/2" MIN. PENETRATION INTO WOOD LL CAULKING m o O II \ m I _ bb l SWEEP LOGIC III , OP110NAL TO U m Elf EGRESS LOCK C in AT SILL WJXJD STRUCTURE 1/4'MAX. BUCK HEIGHT 1/4'MAX. i © NOT BY CGI GAP GAP 0 W to I, ! 1OF-- OE4 1/2'MIN. 1/2'MIN, C V1 p F N NM is 3 1 i =J .5 � W i D2 S_ BACKBED U o 1 CAULKING Gf \ o I I 1 _ 09 1 R 1 HOUSE WRAP E6 NOT BY CGI i E3 Ee EXTERIOR Md 40=8 D.L.OPG. $$E S C 2 m 1 'Rt�iJCl'R8VI5&) 2< BACK13ED wmplying wNh do vbft 1�1%%II1�1a1./I// E2 CAULKING t&eptm Nwo •( ��� `��!:••`•'•n //i� ,� Egimtbn DAte $0 : •VGlN@F'• �I p T HOUSE WRAP -lA ami P No. NOT BY CCI k {r 1 1/2" y � TEa dro,Cwlnq n0. 1 TYPICAL ANCHORS `�•, •_!4omq�� •` W 1 0-03 SFE ELEV. FOR SPACING //II 1,111 sheet 7 of 8 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MW./ffUPPLM/RMlARU E1 CGI-100 1 FRAME HEAD 6063-T6 o E2 CGI-101 1 FRAME SILL 5083_TB _ o E3 COI-102 2 FRAME JAMB 8083_76 _ 'j J E4 OGI-103 1 MEETING RAIL __--- 6063-TB - C n < E5 COI-104 1 LOC(RAIL 6063-TB - F f x n oI E6 CCI-1051 HANDLE RAIL 6063-TB - v p o V CGI-108 2 SASH RAIL 6063-T6 - C EB 001-107 AS REOD. 5/18.OWING BEAD 6063-T5 E9 CGI-106 AS READ. 0.700'GLAZING BEAD 6063-T5 - C a to E10 CGI-109 AS REOD. FRONT FLANGE ADAPTOR 8063-TBeri E11 OGI-110 AS REOD. NAIL FIN ADAPTOR 6063-T5 E12 CGI-135 1 FLANGE FRAME HEAD 8083-TO - O E13 CGI-138 2 FLANGE FRAME JAMB 6083-T6 E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - T? •C M1 CGI-362Y AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC M2 CCI-111OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUN. M3 CGI-112 AS REOD. EQUAL LEG COVER/SHIM,3'LONG AT ANGOR LOCATIONS PVC M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A \ M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. ; ci M10 - 2/WDW. BLOCK/TACKLE 84ANCE BSI OR EQUIV. C $' M11 W2320ING AS READ. PILE WITH CENTER FI! WOOL ULTRAFAB OR EQUIV. Vi M12 CC-129 1/wow. EGRESS LOCK ALUM. SULLNAN I- M13 CGI-131 2/WOW. HANDLE RAIL END GAP NYLON M&M x O I.l M14 F28018YM — D BULB—T SLOT PVC ULTRAFAS OR EOUN. M15 CC-133 4/MAW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M N C M/8 CCI-130 2/WDW. SASH TOP GUIDES%RAL BALANCE) NYLON M&M D== M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. ut N^ M18 COI-132 2/WDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUN. p M n M20 CGI-125 2/WOW. SASH GIA(B/T BALANCE) NYLON M&M o M21 - 2/WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. M22 145-6 2/WDW. WEEP CHER NYLON AMESBURY OR EQUN M23 CGI-134 - SILL SPACER pVC PROTOTYPE OR EQUN. O h S2 - 2 OR 3/CORNER 10 X 1 1/4-LG. PHL PM.SMS. ST .ASSEMBLY SCREW - - O S4 - 4 WDW. 8 X 1/2-PH.SMS.ST BALANCE BRACKET SCREW - - _ _ _ c C•t S5 _ 21 WDW. B X 1'LG. FN.SMS. ST ST. SPIRAL S.ASSEMBLY SO _ 2/LOCK 6 X 1/2'I.G. FN. SMS O CGI-133 &CAM LOCK - - 0 p�55 la�pR "s 9999 2121-1-11111 1 K•RODUCTRE"SD \\1111111 T/jAA As cemplymg with tq,FInFiM `\\ o �, Oulldiag Code `. J�.......... Ai Acccptmw)?--IDK A �P,.• G....,•� F:xPirelion Dale /� •'• C By de Product CE Nf U ' <L fC ATE OF drawing no. �i� ..OMD`.• W10-03 ���AAAT�ONAL7f� �� Iheet 8 of 9 e, zsos zsos V +{ .065 52 � o 1.743 •511 9 1 1.5150 1.680 I 0 h A .743 .TO1BPS 1.243 .743 085 1 + 1.3 H z TP. .050 1.015 1.013 95 Et2 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Eft NAIL FIN ADAPTER 1.583 1.353 1.007 a O Z 0 0 .745 mm i N Ne 065 065 TYP. TYR 065 IL Z H TP. 2.113 J 3.175 3.175 1.388LA 15 Q F 3.675 1.429 1.429 VENT TOP CORNER O i 00 .500 1.220 N 1.0 'r'- _ vO1i .500 1 E4 C 2 505 MEETING RAIL FRAME TOP CORNER 2.505 30 1.220 3 E74 FLANGE FRAME SILL O FLUSH FRAME SILL N 0 w .500 1.301 1.301 1.043 /g C F 1.788 0 O F N o 085 52 N 065 N r7 065 �' 4i O M n 2.440 T P T? 1.015 C Z n 2.440 N C n o- t.OtS ,0'15 O LOCK RAIL I w �o g v FRAME BOTTOM CORNER N U� VENT BOTTOM CORNER .745 .745 2.195 O 2.846 IFS 2.346 E13 FLANGE FRAME JAMB OE3 FLUSH FRAME JAMB R I.B92 .065 .490 .120 1.043 T1P. i "4 4 .705- .050 TYP. .70� .050 TYP. LSVLJ + L_ 1.015 e"'ODUCT 17 864 .564HAND RAIL PF t oREVISED � O 5/16' GLAZING BEAD O .700" GLAZING BEAD BwMm Cock iththeFlOrW 11111111AA1 p�i�t tt 1.s93 A^cepl Bence t.lo� '1 1 a 1111�P0•!�!7 �j, o 1.449 Eapimtm Dela )p"••'"0 St 1.395-�{ .74 �1.4�50HyB0 Mia Ode Product N .70$82.OSO .060 1.025 .065 1.013 .550 .065 1 413 TE OF �� drawing no. 101;.•'• M3 FLUSH FRAME COVER 1fl SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR ,'t'I",jA`t111111 sheet 9 of 9