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Product Approval
MIAMI•DADE MIAMI-DARE COUNTY a 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 (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25"Street Miami FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in'Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AAJ(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 VelociLy 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 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Coy=Product Control Section. MISSILE IMPACT RATING: Large and Small Missile hn act Resistant. LABE-LING: 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•Dtilt ADE COUNTY Expiration Date: September 22,2020 o � Approval Date: December 21,2017 Page 1 CGI Windows and Doors,Inc. *y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED 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, Duraseal0 and Super SpacerO 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 fixed window, to qualify DuPont"Butacite"PVB interlayer, DurasealO 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.HTL-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 V-aOI8.08 .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 FBC-5t11 Edition (2014), 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 "SentiyGlas® (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-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 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. (Suhmitted under NOA No10-0510.11) 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. , Manue er ,P.E. Product Cont of aminer 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 6" 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 "SentryGlasOO (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®UItraclear, 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 511 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 re P.E. Product Contr.VEminer NOANo18.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8" 52 1/8" 52 1/8' (, O FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 47 7/16' 47 7/16' 47 7/16' o D.L.O. (FIX. LITE) FALSE MUNDNS D.LO. (FIX. LRE) FALSE MUNTINS D.L.O. (FIX. LITE) z ro n J 20 9/16' (SURFACE APPLIED) 20 9 16' (SURFACE APPLIED) y 6'MAX. MAX. OPTIONAL 5 1/2' MAX. MAX ## OPTIONAL 5 1/2'MAX. EA2019/X16'** 0 W q Ip HEAD/SILL A HEAD/SILL HEAD/SILL /-A-,,, HEAD/SILL HD/SILL HEAD/SILL Q N CORNERS 4 CORNERS fi CORNERS O a o 0 OWN _ I II II II I II �C II II II II 11 II Q t y 17 it O ff==/�--�_____ O II II n p D1 II •� II _ 4 II ii o� F J g B II II O°� J 7 II II F 1i.0(n N px GUi U. 2OF w 71 610 IIyy n� nY n Q 07� F xr w II %/ II x II / II •� \ 5 �\ S2 h n -----II nro n pJ 4 TIiTd • � n x h B DII � IDI �� n x n"" _ ===u1II1=fl====; 9 j v- C2 it II C � I II 7 I II 30 n = O W 47 7/16" vi wl w FALSE MUNRNS D.LO. (VENT) "' APPI 71 0 D.LO. (VENT) \ (SURFACE OPTIONAL O.LO. (VENT) r $d¢ C to 0 V ��0 p a=N 50 1/4" 50 1/4" .n 50 1/4' ,n m � VENT WIDTH VENT WIDTH VENT WIDTH w 3:N to FLANGE & FLANGE ADAPTOR FRAMEEQUAL LEG FRAME FIN FRAME Zr� c z m N SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION a o s N U 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 MUWONSo IN BETWEEN. CENTER ANCHOR REQUIRED WHEN 5S Q LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" is WILL APPLY TO ENTIRE SYSTEM. m a THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' REQUIREMENTS OF THE 2014(501 EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS uiI 2 v ^ .ia o1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE LARGE MISSILE IMPACT 2 - '-DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT <..o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0 AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE ``%%%Il Hit", , MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT _ N•70592 - o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCF REVISED REQUIREMENTS OF THE.2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. _ a s_19ying with dm FlInift THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION B.ildin Co?a (LVA FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY Aef=PI°'I�NO �)g �� ®' ATE OF ,Cf/_`� draWinog no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expim'niD°te i ORIDN: WATER INFILTRATION RESISTANCE ETC. � i W10-03 ANDCONDOBE REVIEWED BY BUILDNOT SHOWN IN ING AWINGOFFICI .E TO BE ANALYZED SEPARATELY, NI ami ade ProduG " 1Ti111I lid sheet 1 of 9JI EQUAL L1TES WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP 4" o FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'k'A1'GLASS TYPFS'B VDI, FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES'A'8'A1'GLASS TYPES'B'8'D1' O O WIDTH HEIGHT WIDTH HEIGHT IXT.(+) INT.(-) EKr.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EM.(+) 1M.(-) D(T,(+) 1M.(-) 19-1/8' 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.o 0 26-1/2 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 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 80.0 85.0 a�iififitttt la 49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/e• 75.0 75.0 80.0 85.0 4O _"s, U 53-1/8' 52-1/6' 75.0 75.0 80.0 85.0 33' BS' 32' Be 60' 75.0 75.0 80.0 85.0 f •/�,�? 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 W 26-1/2' 25-1/2' 75,0 75.0 80.0 85.0 43' 42• 45-1/4• 75.0 75.0 80.0 85.0 ; 37• 38-3/8• 36• 37-3/8• 75.0 75.0 80.0 85.0 6 n 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8• 75.0 75.0 80.0 85.0 WIDTH r; y c�2 a Q .O1 16 80.0 85.0 z Ln J 0 ti C L9 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 N N $ 50-5/e' 36' 49-5/8' 75.0 75.0 80.0 85.0 Q W j LJi 48• Cl 75.0 75.0 80.0 85.0 LL Z f 53-1/8' 52-1/8• 80.0 85.0 J O m Q J 19-1/8• 18-1/8' 75.0 75.0 80.0 85.0 �i a W 0)f 25-1/2' 75.0 75.0 80.0 85.0 2 O 37' 63' 36' 62' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 N 53-i/B• 52-1/8' 76.0 75.0 60.0 8s.0 e 19-1/e' 16-1/8• 75.0 75.0 80.0 B5.0 I 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 v C 37' 76' 36' 75' 75.0 75.0 60.0 66,0 UNEQUAL LITES (ORIEL TYPE) o 49' 48' 75.0 75.0 B0.0 B5.0 � � n 53-1/e' 52-1/8' 75.0 75.0 80.0 8.5.0 = oO 19-1/8' 18-1/8• 75.0 75.0 80.0 B5,0 y p LS LL 26-1/2' 25-1/2• 75.0 75.0 80.0 85.0 r 37• BS' 36' Be 75.0 75.0 80.0 85.0 46-1/2' 45-1/2' 75.0 75:0 80.0 85.0 Yt� BUCK DIMS Nt'TYP. O N I- N M w p M n c Z WIDTH FLANGE FRAME fn o o FLANGE DIMS Q J w (.3 BUCK DIMS N O w c��In x EQUAL LEG FRAME N �IIII? 2S BUCK DIMS ELL LLJ-1 EQUAL LITES o coo A�-oar FIN FRAME 1�1g1�11111EEE O BUCK DIMS uC'�`SF••'• tv PRODUCT REM-SED 0 VE7 a NOTE:_.. _ ns cam gyirsg vrilhthe b'Pta6ix - --. _ _ 9 t GLASS CAPACITIES ON THIS SHEET ARE `cp pt �� 0 FLANGE ADAPTOR FRAME AcceptAncahb TATE OF Na�� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) }?Spirnt un Dzte AND FLORIDA BUILDING COMMISSION I FLANGE DIMS omDa..' e�� W�0_03 DECLARATORY STATEMENT DCA05-DEC-219 bi;,ni Oda Product i ®�r6al�1v\` [[1111111\ sheet 2 of 9 J 1/8'ANN. CLASS 1/8'HEAT STREN'D GLASS �U ca n .075" Interlayer .075"Interlayer � Saflex CP With PET Core Saflex CP With PET Core o By'Eastman Chemical Co.' By 'Eastman Chemical Co.' -� OR OR Z y w 3 090"Interlayer 090"Interloyer 0 Z r9 zd Saflex Clear And Color Glass Saflex Clear And Color Glassn By'Eastman Chemical Co.' By'Eastman Chemical Co.' f"f H o_ OR OR o. '16 o .090" Interlayer 090"Interlayer 0 NNO SentryQas SentryGlas d N By OR Kuraray America, Inc.' BBy'Kuroray America, Inc.' R W 090' Interlayer •090'Interlayer 0 N n Trosifol PVB Trosifol PVB v C .i By'Kuraray America, Inc.' By'Kuraray Americo, Inc.' C,O0 p m QaO< .m1 1/8"ANN.GLASS 1/8"HEAT STREN'0 GLASS OAT a vN� SILICONE w - SILICONE O 7 Ml GE 1200 M1GE 1200 LL m N o cs !it DOW CORNING 899 ca 'I it DOW CORNING 899 r z O DOW CORNING 995 it DOW CORNING 995 J O m J al is Qwmfk' O a 0 w E6 w EU m M4 WI 1POINTS ON LRES ". M4 WI 1/4 POINTS ON LffES _j a W WIDERR WIDER THAN 36' W ERR THAN 36' C � GLASS TYPE 'A' GLASS TYPE 'B' 5/16'OVERALL LAM.GLASS 5/16"OVERALL LAM. GLASS Ln. (L.M.I & S.M.I.) _ 00(, v p LLJ 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS 075'Interlayer .075'Interlayer F n Saflex CP With PET Core Saflex CP With PET Core to N m 3 � I By'Eastman Chemical Co.' By'Eastman Chemical Co.' N w O M�'+ OR OR Z .090" Interlayer 090"Interloyer 'Cl 3 "r Saflex Clear AndColor Glass Saflex Clear And Color Glass raj+ Z n By'Eastman Chemical Co.' By 'Eastman Chemical Co.' m o -n OR OR CD 1/4"AIR SPACE 090' Interlayer 1/4"AIR SPACE 090'Interlayer EE U O f w SentryGlas SentryGlos N By'Kuraray America, 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 s c By'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 8 N a 1/8'ANN.GLASS 18-HEAT STREN'D GLASS t' ak� / U 5 q Z SILICONE SILICONE m s N GE 1200 m GE 1200 rnDOW CORNING 899 DOW CORNING 899 H Ml DOW CORNING 995 iv M1 j 'Ii DOW CORNING 995 0 PRODUCT RBYISHb m I p I ascomptyingwithfl.eF rift o %L EDGE SPACER I XL EDGE SPACER Building Code .I, o q .I Sr. STEEL BY'CARDINAL' i !i i�. ST.STEEL BY'CARDINAL' Acceptance No " bl .6 . °e a m OR OR Fxpintian Date si DURASEAL BY'OUANEX' o O DUR/SEAL BY'OUANEX' 1111111111!!!! OR OR W E9 SUPER SPACER BY'OUANEX' W E9 OY `\��� .- SUPER SPACER BY'OUANpC' Mi i ode Product � �� W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES o Lv.97 = o. 92 .. GLASS TYPE 'Al' GLASS TYPE 'Bl' .0.70"OVERALL INSUL LAM.GLASS (L.M.I ONLY) 0.70'OVERALL INSUL LAM.GLASS ; �� (S.M.I.) �® ST TEMOOP ��` drawing no. I%R IE PLOY UALIFYSF TYPE Al MI 'ILE IMPACUST BATING TEMPERED. �� +`'� W10_03 !!!!11111111 sheet 3 of 9 EE ANCHORS FLANGE & FLANGE ADAPTOR FRAME r4.7u ICK FOR SPACING METAL 11� o WOOD BUCK �Y STRUCTURE o .Q:. 'EDGF>.DIST.• TYPICAL ANCHORS Z ]? F---------------------1 . h .a' d.°• [SEE ELEV. m & r___________________i Q� w e a•' , y FOR SPACING o I I MIAMI—DADE COUNTY APPROVED I j p I MULLION$MULLION ANCHORS 1 EDGE DIST. '� o DIST. 1 SEE SEPARATE NOA I 6 o O N rc \ I'EDGE DIST. 0CL n``�• U 0 C O�iu1 W 0 G.o C e1 v n TYPICAL ANCHORS TYPICAL ANCHORS 0 dI tj� II li SEE ELEV. SEE ELEV. YI Z O tr jl l FOR SPACING FOR SPACING Q WW a j j MS J(7 m WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w 2 2 3/� a MIN MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C o AND TRANSFER THEM TO THE BUILDING STRUCTURE. I! ����L_\\`s TYPICAL ANCHORS: SEE ELEV. FOR SPACINGSWEEP LOCK \ e ! OPTIONAL TO F�-�2 3/8"MIN. " F-125 KSI, Fym10D KSI) O t �- EGRESS LOCK 4DIA. ULTRACON BY 'ELCO' w-177 KSI, FY-155 KSI) `� 5 AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a Co c `� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 0 THRU 1BY BUCKS INTO CONC. OR BLOCKS vi p0 w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) .D a Et 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a r WHEN USED THE MIN. WOOD BUCK o O=N o ♦Yi !a DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS w Gi n W i jl! DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 a M 1 n PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) F C 3 J N z #14 SMS SCREWS (GRADE 2 CRS) INTO MIAM— C=APROVED MULLIONS UiOR w INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE O ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) o !i;li I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) g B h w !!! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R TYPICAL DISTANCE C5 Q INTO CONCRETE AND MASONRY = 2" MIN. v 2 INTO WOOD STRUCTURE = 1" MIN. - t INTO METAL STRUCTURE = 3/4" MIN. ES v i WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. o Mg : CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. 5. o S g g ah C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. a©v o CO 2 I PRODUCT REVISED t11111111f O As Buil rC.Bdo iffi the Fl-Ida d i4 ..... Aca:pfance No I ID18.08 `� '�`,.•VOENSF'•. c .n aa' E.pirariOn Dale _ .. i " Q ..M1ea .°a ' I e A•ti2l7i 2 ed i .•ct!lg1 TYPICAL ANCHORS a '•"•'d `� o " " EDGE DISi"� m'• SEE ELEV. TATE OF •�- drOwing9 no. ;� SEE TYPICAL ANCHORS W10-03 FOR SPACING SEE ELEV. � OR.1DP.•' \�� WOOD BUCK FOR SPACING Y7Il1III IIl1�` sheet 4 of 9 1/4-MAX. FLANGE & FLANGE ADAPTOR FRAME y.V BUCK WIDTH 1/4'MAx. /� c SHIM SHIMS of TYPICAL ANCHORS TYPICAL ANCHORS O F SEE ELEV. S6 S5SEE ELEV. FOR SPACING 1 1 2 MD FOR SPACING Q 6ar FLANGE ADAPTOR FRAME G W o m moo, STRUCTURE o - — — 1METAL 1/4• V C yj m IF �w Oaioio� L' t w 1 BY �!•Z O f EXTERIOR WaoD Bucics ___ m 1 D.L.OPG. v E1 i�, O Q w MO E � 1/4•MAK. BUCK WIDTH 1/4^MAx. SHIMS SHIMS N J! C x II v TYPICAL AN HSEE ORS O TYPICAL ANCHORS w I 3 n FOR SPACING v a SEE ELEV. j O FOR SPACING j v=i QO +rwl LL 0 wF to N M m d/X E__ Y WOOD BU Z -0 3 0 J WOOD STRUCTUR N C7� o N _off 18Y w a W U�aw WOOD BUCKS 1 g U r s .65 MIAMI-DADE COUNTY APPROVED MULLION o 1' &MUWON ANCHORS 1/2•TYP. g $ SEE SEPARATE NOA EO BUCK WIDTH BUCK WIDTH 01 ' INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND -- FLANGE ADAPTOR FRAMES. a 'o •O O^o - rRODUCi'REVISP,D g o B o S o I I -plying Witham <m o 0 _ ........ I I 9ui!ding Caw' n 0 + — pt cc ``7 111 n u i u" m I I E.piration Date `� A�IE 1 I ay r: No.7J1592 = o e e -- '� ATE OF !(f�� drawing no. g14 x 1•FH.SMS. '., s• ..ORIDP•.•' ®� �� W10-03 Al.i������ sheet 5 of g :.,;•,,'a''s'• "d'.',dQ.a.:1.':."°:.:•""Q'"d"a.".a' a<,.•_i, '•. Ga.EDGF.TYPICAL AL ORS a m TR SSEEEEEV. STRUCTURE m3Y c \a EIIII -Q-U--A--L- --L--E--G-_-_-_F-_-R_ -1II�AIIII1 ME 1BY FOR SPACING WOOD BUCK TYPICAL ANCHORS ______________ DIST. SEE ELEV. rFOR SPACING ULI-DADE COUNTY APPROVED 7 EDGE EDGE MULLION EMUWON ANCHORS ISEE SEPARATE NOAs GE DIST. p mEDGE DIST. w0 0 0 M3 3 UI n L�—T TYPICAL ANCHORS TYPICAL ANCHORS o,10 C W o M2 SEE ELEV. SEE ELEV. Q y p Q H SS FOR SPACING FOR SPACING n TYPICAL ANCHORS MIAMI-RADE COUNTY ¢Z O0 n FOR SSEE PACING APPROVED MU WON Q w N LL o I MB F.11 MUWON ANCHORS LL 2 p L° ao li 1/4'MAX. SEE SEPARATE NOA J O m Q BUCK WIDTH BUCK WIDTH BUCK WIDTH Q w f ' SHIMS 6L 1 11 SWEEP LOCK 1 1/4'O I I g mi 1 it 1 OPTIONAL TOOf EB EGRESS LOCK AT SILL - — — - - — 3 N 0 0 LiS IL __J 1 C N E4 is OL@ �y 04 E3 EB X14 X1'FH.SMS. 00 z CZJ� rr--ll !L �••1 i I I N �O m L)a, 14 x EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 2 kk O o �1 INTO WOOD, CONCRETE OR METAL STRUCTURES o II 1 WITHOUT THE NEED OF A WOOD BUCK. � l i w it 2 3/8' MIN. b -ffiffi� Q 23 EG Mti I _I --q_\ :•ItODUCT a \i ' TYP^II ANCHORS2 3/8"MIN. d ,o m i8 \� SEE ELEV. FOR SP ING LVl3FA Fkdb C1 2 14 \ Build gcode ith Ow1`11 11j 1111111 Ac"pumcn No -1018.08 X11 ��Y, ,�1ct E2 - �\\ Ezpiearion Th[e : ...—r ENSS'••, c '.4iami tae Product Caott No. 0582 � a S WHEN USED THE MIN. WOOD BUCK u 1. -fit: tit= - �-> •• � i DEPTH SHALL BE 2%'. THE USE OF 1 f: 101fJ EDGE D(.v ° "CAL A4HORS \w DEEPER OR BEVELED WOODBUCKS IS SEE EIEV.PACIPERMITTED. STATE OF :•[0�� drowing no. 16Y I FOR SPACING '.!�1,ORIDP,. W1 0-03 WOOD BUCK ,��i Al- sheet—6 -f 9 �I ANCHORS " ILLUSTRATIVE OTLS.ONLY FIN FRAME �� n OCT.OR INT.FINISHES FOR SPACING Illf o NOT BY CGI E71 m 1 1/2' O hA 3 HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING a S G o NOT 13Y CGI #8 SMS (GRADE 2 CRS) 0 O N 6 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w m BACKem 1-1/2" MIN. PENETRATION INTO WOOD t r CAULKING O i7 it M2 (:f MO Cm o 0 C0gN �II_ SS 0ONF O N Q W m' LL 6 ci M9 LL'? 00Oa. o JOm J Q.wmf d 0 Ii II I V1 N SWEEP LOCK g I I 1 OPTIONAL TO , u n EB EGRESS LOCK C in AT SILL o � WOOD 3 3 O NOT BY CCGICTURE 1/4'MAX. BUCK HEIGHT fI = 0GAP W GAP V Ir 1/2'MIN. 1/2'MIN. -0 N =NUS o w 1 N C, m m 3 E i 1 ' tii o n M 2!-j o E o ° GUL�I(ING� U M I O FL N � n w i 09 R 9� 0 3 1 HOUSE WRAP E6 NOT BY CGI e Y I 0 ES EXTERIOR tl 0$3$ M9 _ D.L.OPC. 2 I 14 PRODUCr RBVISED ` ilm . El BACKBED ;u complying MOMS OMS \\\1111pp11,�t1.�/t CAULKING 4 .............p ince T.b� -T `♦♦♦♦� � a"1' ��' j •� ♦ .. E:pi:nnon Date ZO ��uGENSE'•. o . HOUSE WRAP '" C _ No.T 92 NOT BY CGI '•imni PsadnKuLYi.61I 1 1/2' TATE OF Ey�� drawing no. 17 TYPICAL ANCHORS03 SEE ELEV. i��i ♦♦♦ FOR SPACING ��/ epRfRd. \♦ ��/1111111\\\� sheet 7 of g TTEM PART @ QUANTITY DESCRIPTION MATERIAL MANY./SUPPLTMR/REMARKS 4ftv U E1 CGI-1 Do 1 FRAME HEAD 6063-T6 M o E2 CGI-101 1 FRAME SILL 6063-T6 E3 CGI-102 2 FRAME JAMB 6063-T6 - Z E4 CGI-103 1 MEETING RAIL 6063-T6 - - R E5 CGI-104 1 LOCK RAIL 6063-T6 - Q 2 q E6 CGI-105 1 HANDLE RAIL 6063-T6 - 00, 0 0 E7 CGI-106 2 SASH RAIL 6063-T6 - 0 W N EB CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - IL G E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 - p N r E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - El CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - d C W E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - a G O ~ E1_3_ CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 OGI-137 1 FLANGE FRAME SILL 6063-T6 - U. E17 c E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M f JzMg � QwmSk M1 CGI-382V AS REQD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3°LONG AT ANCHOR LOCATIONS PVCmi - M4 - 2/LTTE SETTING BLOCKS EPOM DUROMETER 80*5 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. I n M70 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUN. C Mll W2320ING AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. 3- M12 M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 n M13 CGI-131 2/WOW. WWDLE RAIL END CAPNYLON M&M = p M14 E26018WN - D BULB-T SLOT PVC ULTRAFA13 OR EQUIV. K M75 CGI-133 4/WDW. SASH GUIDE(SPIRAI_PALANCE) NYLON M&M C N M76 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O SN c M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV, m ^N M18 CGI-132 2/WDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUIV. cl30 M n M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M F 3 M21 - 2/WDW. B/T BALANCE TAKE OUT CUP - BSI OR EQUIV. M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w O Gi U��� N S2 2 OR 3/CORNER # 10 X 1 1/4-LG. PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S4 _ 4 WDW. # 8 X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW - v S5 2/WDW. # 8 X 1-LG. FH.SMS. ST/ST. SPIRAL B.ASSEMBLY 56 _ 2/LOCK 6 X 1/2'LG. FH.SMS.9CGI-133 &CAM LOCK - y omoo S . O �aooucrRsvlssT� \\111unnrrr o 'Js camplyim3 withBab F \\\ AN, 3uiiding Cady ♦ ��IY�?:....,, /� I ,a Acceptance No F.Pirat-Date Q Miami ade Pctrodu _ •705 M �• :! ATEOF f((/� drawing no. F.'1—op, W10-03 A I� i 2505 I-.065 I III 52 �o m 3 1.745 .811 1.24 .811 1.t 1.680 I Q F .745 �• .745 065 6 v n. o o .050 U 1.015 1.015 1.395 I �� IL E12 FLANGE FRAME HEAD E7 FLUSH FRAME HEAD Eft NAIL FIN ADAPTER v y a 1.583 1.583 1.007 C O m o i �a o o .°� .745 O to�oI1 N p 065 065 I a w N�-o TP. TM. 065 2.113 4 TYP. 1.368 3.675 3.175 3.175 1.015 1.a2s 7 429 VENT TOP CORNER D -1.220- 1.( 500 O m I 'Soo 4--260s� E4 MEETING RAIL FRAME TOP CORNER c I-2.505 3 ;n 0 ••-1.2201 ;n Eta FLANGE FRAME SILL Oo FLUSH FRAME SILL �%V 0 W w .500 L301�{ 1.301 1.043 J N 1.768 ¢ C p O FN o n n 440 T-0115 N 1;065 .065 0 1.015 2.440 2. M^M v� n 0 0 O LOCK RAIL 1.015 5 FRAME BOTTOM CORNER w 8 r VENT BOTTOM CORNER N .745 2.1 .745 I 95 O 1-2.646 F�-2.346 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB ° o 1.692 g .490 .120 1.043 . 065 70� .050 TW. .705 TP. �(U� 1.015 I 52 rn c m„ mo .. .864 I� �I .864 I-- Es HAND RAIL o ?ROQ'UCT REVISEII a m o o O5/16" GLAZING BEAD E9 .700" GLAZING BEAD as mmplyingwith thm Flarda \\7111111r1 O Building Cod. \\\\ /77� . 1.395 A ptanco Aloe 'I � a ��� ��®•;� 4� o Er:pita:ion Date ��;: GEN 1.395 1.449 .745 �•••' � 1.450 fl � w � 180 293 180 h1t pie product N.70$92 n S 1.025 .065 1.015 .550 .050 �. _ _ '`W'.• __ _. o _..._ 41.473 OF (f/�� 'drawing no. ^^moi':✓ i • RIDP.•'`�9\C�� M3 FLUSH FRAME COVER 18 SCREW COVER O Eto ��® �4@,����` W10-03 i SASH RAIL FLANGE ADAPTOR 7j7/111111\\\\ sheet 9 of g }