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HomeMy WebLinkAboutProduct Approval (3) MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows & Doors,Inc. 10100 N.W.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 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"160 Sentinel"Aluminum Outswing Glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 ,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change T 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 ? MW 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 3 done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews# 14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-1226.05 MIAWDADE COUNTY Expiration Date: August 08,2023 bL'+bl2vt h Approval Date: February 22,2018 Page 1 CGI Windows & 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 files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11,inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file#13-0226.06) 1. 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(+50.0 PSF, sill S-1 only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,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 manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(Stn Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). s E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their s "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. i 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former I Solutia Inc. for "Saflex clear&color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. Jorge M.Plasencia,P.E. Pro6uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553; dated 04/25/12 approved by RER: 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ¢9 b 3(i 7 i orge M.Plasencia,P.E. Produet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08,2023 Approval Date: February 22,2018 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for them"Sentry Glas® (Clear and White)Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their "Saflex Clear& Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)for their "Saflex CP-Saflex& Saflex HP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their"Trosifol® Ultraclear, Clear,and Color PVB Glass Interlayers",expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA 414-1015.04, expiring on 08/08/18. 2. Test proposal 416-0947, dated 07/26/16, approved by RER. i i f S i F orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-3 nft _�? 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS075'Saflex CP With PET Core .075•Saflex CP With PET Core By•Eastman Chemical Co.' By'Eastman Chemicah Co.'.090•Soflex Cleo,And Cola,Glass .090'Saflex Clear And Color Gktes 64TERLAYFRS By'Eastman Chemical Co.' IHTERLAYERS By Eastman Chemical Co.'.090•SentryGlae .090•SentryGlas By'Kuraroy Americo, Inc.' By 'Kuroray America, Inc.' 11..CE 2 .090•Trosifol PVB .090•Trosifol PVB 0 0 y By'Kuroray America, Inc.' By 'Kuramy Americo, Inc.' 0 000 at I ; M 3/16'ANN. GLASS 3/16' HEAT STREN'D GLASS 0 no: OIt, < j SILICONE SILICONE 0')) DOWSIL 995 DOWSIL 995 rA O ro IF DOWSIL00 899 DOWSIL 699 GE-12GE-1200 LL='on i _ y ion �T f On yy38 \ ¢^ 38 O II jf 0 h La 53 AT 1/4 POINTS 63 AT 1/4 POINTS C GLASS TYPE 'A' GLASS TYPE 'B' 11 g 7/16'OVERALL LAM. GLASS 7/16'OVERALL LAM.GUSTS 0 Mal �3 a SERIES SENTINEL 180 GLAZING OPTIONS 3 0 R ALUMWUM OUTSWING DOOR W/ SIDELPPES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS O o WITH OR WITHOUT SIDELITES. SIDE LIMES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as complyim9 with the Florida DOORS WITH SADDLE(ADA) THRESHOLD NOT APPROVED FOR WATER Building Code INFILTRATION RESISTANCE. NOA-No. 17-1226.05 0 Expiration Date 08/08/2023 u THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE BY $a INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Mlami-D c Product ConVol g 1BY OR 20Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: SHLITTERS ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS. 1111111 if 1////r A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED � �Q A/� ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. ON WIND VELOCITY, BLDG. HEIGHT,WAND ZONE MATERIALS APPLICABLE ASCE 7 STANDARD. 111p • VOA q MATER .S INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT C❑y9 1D1B COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 SFOR SINGLEEE SHEET 2X)AND DOUBLE(XX)DOOR CAPACITIES FES l c , REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. _ I - THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRONDE INFORMATION STEP 3 FOR SIDE1lTE PANEL(0)CAPACITY SEE SHEET 3. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY STEPFOR SIDEUTTE COMBINATION WITH DOOR �++``II OF STRUCTURE RECENNG THIS PRODUCT AND SEALING AROUND OPENING FOR S .67A SOF A SEE MUUJON CAPACITY CHART ON SHEET 4drawing M. WATER INFILTRATION RESISTANCE ETC. . CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SSP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 ' i�Ss �• ��� W13-01 AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SHALL APPLY TO ENTIRE SYSTEM. �L%% sheet of 13 f �v _U O Fl Z y'♦m 3 0h aL Z 0 O g N M VpuTN Cygate o pd0a 0 a ° N OH Q W LL 3/16'TEMPERED CLASS 3/16'TEMPERED GLASS 3/16"TEMPERED GLASS IL Z 3/6'AIR SPACE 3/8'NR SPACE 3/8'NR SPACE r 44 t_t 2 v 3/16'ANNEALED CLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS W .090'Int ria r .075'IM Ha er 090'SentryGRaa Yc i r 8y Kuroroy America, Inc.' n .Sall-090" Clear And Cdor Glass .075' CP With PET Care IN'fERLAYERS tj By'Eastman Chemical Co.' By'Eastman Ct micol Ca.' .090"Troaifol PVB � C By 'Kuraray America,Inc.' g `3/16'HEAT STREWD GLASS 3/16"HEAT SiREN'D GLASS 3/16'HEAT STREN'D GLASS E j SILICONE SILICONE SILICONE O " DOWSIL 995 DG'WSIL 995 DOWSIL 995 a N ' DOWSIL B99 DOWSIL 899 OWSIL B99 GE-1200 GE-1200 1jD GE-1200 3638 \ iy 38CI In 12 XL EDGE SPACER 1I , XL EDGE SPACER 12 \,. XL EDGE SPACER g -a�C Z k n ST.STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' 5 O_ OR OR _ OR _O OR RASEAL BY'QUANEX' o DDURRASEAL BY'OUtANEX' rc ` `` � `� DRRASEAL.BY OUANEX U O SUPER SPACER BY'QUANEX' �7 \ / SUPER SPACER BY'QUANEW \ / SUPER SPACER BY'QUANEX' O OR W \ / OR \ / OR _ KODISPACE 4SG TPS BY'KOMMERLING' _ KOOISPACE 4SG TPS BY'KOMMERUNG' KODISPACE 4SG TPS BY'KOMMERUNG' 53 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS GLASS TYPE 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' 1"OVERALL INSUL.LAM.GLASS 1'OVERALL MSUL LAM,GLASS 1'OVERALL INSUL LAM.GLASS C PRODUCT REVISED - omplying with the Florida Buiidiny Code o NOA-Na. 77'9226.05 GLAZING OPTIONS Expiration Date 08/08/2023 By o a Mia a! act ontr h u o �c ♦V`V 11L 111 TAA/// I N f EB? 5 1018 �P �•'-- = � m g '• �T OF drawing na. I I "R�A11i�"'♦♦ sheet l.1 of 13 i `s s HEAD ANCHORS QUANTITY AT STILE ENDS 4 ANCHOR TYPE SHIM 'A' 'B' 'C' •� '� 42" 2 ANCHORS 81 1/2" 1/4" 4 4 4 z H a 3 DOOR FRAME WIUTN -TYPE 'A', 'B'OR 'C' DOOR FRAME WIDTH 3/B" 6 6 6 r- 6" p! AT STILE ENDS SEE CHART FOR QUANTITY 1/2 7 7 - r Z li 6" SIUL MAX. / 3" 6" 3' o HINGES HEAD/SfU- 3 HINGES CORNERS HINGES SEE�� � 'A SEEBNDIE: A �-�-� SEE NOTEBELOW A d z.D LL IN Z OJ - �I a / Fws1p BOLT /q Ilr z n f i SDE N(14ET 11 C d / i �s �_ �o sFFSHEETio == r \ x ' ♦ n J _----Q--- 1 w •� n J 1 __ II 1 1 w a n JIf \ L n Ii �� II m II m n qF no L"r 11 3N��1 =3 Z -�< II \ 1 \ N 1 / II <z � O M n - 1 i v3 Jo I c z li ACTIVE .- ACTIVE17 1.* 6 � 3 0_n i 28 1/4' ZB 1/4" v'" u D. OPG. 2 ANCHORS D.L.OPG. D.L.8OPG. TYPE'B' 4 ANCHORS SURFACE APPLIED SINGLE OR DOUBLE DOORS AT STILE ENDS -TYPE'e' FALSE MUNTINS WRH SADDLE (ADA) SILL 3 AT STILE ENDS MAY BE USED i TYPICAL ELEVATION `0 B I TYPICAL ELEVATION HINGES: ( X ) ( XX } 4"X 4-1/2" BUTT HINGES DOUR OPTIONS TOP AND BOTTOM HINGES AT 6-7/8"FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED SINGLE (X) OR DOIJBIE(XX)DOORS TOAD CAPACITY- t PSF LOCK SETS: (3) HINGES PER LEAF UPTO 35"LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES'A', 'B','Cl','C2'k'C3' SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35"LEAF WIDTHS(STD.THRESHOLD) .• n n n m 1 CC= COPPER CREE7( 4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) .. -_ FRAME LEAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS BLD- BALDWIN a o WIDTH D( WIDTH(XX) HEIGHT li WIDTH STD. ADA SCH CC BLDW CX L0 KDO QWN p1 '$ n GI 37-1/4" 72' 96 35' 80.0 70.0 80.0 80.0 80.0 80. 80.0 80.0 GLASS INSULATORS: 42" e1-1/2"1 96" 1 39-3/4'1 80.0 70.0 BOO 80.0 70.0 70.0 80,0 - CXL- CARDINAL XL 1�ItL�11111/ KODISPACE DUAN-OUANEX DURASEAL VERIFY COMPLIANCE WITH EGRESS UED MRATIONS WHERE REQUIRED. OUANEX SUPERSPACER ''VOFJISEc•••. g fE81 5 2018 _1 PRODUCT REVISED FLUSH BOLTS AND LOCKS MUST BE T ', = •• • ENGAGED TO HEAD AND SILL DURING s complying with the Florida NOTE: PERIODS OF HURRICANE WARNING. Building Code S } 8 GLASS CAPACITIES ON THIS SHEET ARE DOOR D.LO. DIMS. NOA-No. 17-1226.05 drawing no. '. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT - FRAME HEIGHT - 12.875" Expiration Dot-08/08/2023 AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" /s ••• DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25}/2 mY,n D /Product Control i�rs�o�j AIM`' ` sheat 2 of 13 43 1/a' 165 1/2'MAX. �u SIDELITE WIDTH 42' - at 1/2' 42• SIDELITE WIDTH DOOR FRAME WDTH SIDELITE MIM - SEE CHART FOR QUANTITY 3 HEAD ANCHORS OUANRTY CORNERS F 61 J' 6' 3' AT STILE&MULLION ENDS - HEAD/SILL -..{ ANCHOR TYPE Q g 2 n u CORNERS F A - -+� SHIM 'A' •a• •C• o o coi 6 n I 1/2' 7 7 0a p OW, \�1IL. _-- LL---- O a D H J i DE J ii Q W 7 i7 g G �v+ [ SEE 1F t1 �p a K 3 PCNA LOCK i __ /,t7T{11 '�j11yy}YL�/// --- FASTENERS SAME LOCATIONS S C •�7 $ ��• SEE ET 10 _=(I.=k ' - SHEET ANCHORS SHOWN ON m ?� o // I I li ON 0 R 1Y O Ci C N I I h G, 'nn �In 0 ACINE NACIIVE _ _ d v°3 37 1/B' -9..i TYPICAL ELEVATION 37 1/8' 28 t/4' 28 1/4' 37 1/8' c U D.L. OPG. D.L.OPG. .L OPG. D.L.OPG- 0 SIDELITE LOAD OCAPACITY" HORS FAIL MUNTIMS TYPICAL ELEVATION TYPE 'e' MAY BE USED OR STAND ALONE STATIONARY PANEL(0) AT STILE AND GLASS TYPES CLASS TYPE CLASS TYPE ( OXXO MULLION ENDS FRAME 'A' '8Y. w1DFH I HEIGHT EXT.+ WT.(-) EXT.(+) INT.(-) EXT•(+) I INE- SIDELITE OPTIONS co I 70' ao.o 80-0 1 a0.0 aox 80.0 80.0 33' NOTE: 80.0 80.0 90.0 80.0 90.0 80.0 - [ _ THE FRAME AREA OF ALTERNATE SIZE MUSE NOT 36' 84• 80.0 80.0 80.0 a0.0 ti o 80.0 EXCEED TESTED FRAME MEA 110.3 SO. FT. I o FA. 37-1/8' 80.0 80.0 9D.080.0 80.0 80.0 GIA INS ATOR IMITATIONS FOR SI LITES tt 1• 80.0 80.0 913.0 80.0 90.0 8110 WIDER THAN 37-1/8' ONLY. f 42' 80.0 80.0 811.0 a0.0 SOD 80.0 FOR GLASS HEIGHTS �11, FOR C1A55 TYPES 'C2' h 'C3' S_3C• 80.0 80.0 80-080.0 90.0 60.0 OUANEX DURASEAL k SUPERSPACER NOT ALLOWED a'g33' 80.0 90.0 a0.0 80.0 80.0 80.0 FOR GLASS TYPE'C3' c 36' 90' ao.0 60.0 80.0 80.0 80.0 80.0 CARDINAL XL(LIMIT MAX LOADS TO 170.0 PSF) tt11 11 1111''/ 37-1/8' 80.0 90.0 8013 90-0 a0.0 50.13 ``� ��.! G% 30 - 80.0 9o.0 80.0 eo.0 00.0 ao.0 FEB 1 51Q1e _'''1 42- - - 70.0 70.0 80.0 80.0 4 a PRODUCT REVISED 313 eo.o 50.0 e13.0 80.0 e13-0 110.0 as com Iyi with the Florida 33' 60.0 ao.0 110.0 00.0 90.0 80.0 Building G a NOA-No. 17-1226.05 (r_ 36' 96' 110.0 00.0 00.0 90.0 80.0 80-0 SIDELITE O.LO. DIMS. Mowing n0. 37-1/8• 110.0 80.0 80.0 80.0 80.0 80.0 D.L.O. HEIGHT FRAME HEIGHT - 12.875' Expiration Daly 08/08/2023 opL 39' I - - 70.0 70.0 a0.0 80.0 D.L.O. WIDTH SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY BY _ Y �'i,.����i•. '�{�J`S� W13-011 az" - - 70.0 70.0 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY rl 11111 Ill` sheet 3 0113 r DESIGN LOAD CAPACITY- PSF DOOR DOOR DOOR DOOR it V chi DOOR SIDELITE SIDELITE TO DOOR MULLIONFRAME SIDELRE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME o SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH' WIDTH WgTH `WIDTH ' `WIDTH WiD�` WIDTH WIDTH n WIDTH WIDTH HE104T INCHES INCHES INCHES EXT.(+) INT.(-) \ O Z 24 80.0 80.0 \ r "' < 30 80.0 80.0 C / H fl H C / C QZ n a 3380.0 80.D /\38 39-3/4 84 80.0 80.0 0.37-1/880.0 80.0 \ \ /39 80.0 80.0 / r42 80.0 80.0 / 0 u,~24 80.0 80.0 \ \ .__ , / Qaoa � 30 80.0 80.0 33 80.0 80.0 (x0) (oxo) (X. 'A In' R 36 39-3/4 90 80.0 80.0 ( ) W {{ =N 37-1/8 80.0 80.0 SIDELTTE DOOR FRAME SIDEUrE DOOR FRAME SIDELRE 39 80.0 80.0 WIDTH WIDTH WIDTH WIDTH WIDTH W f 42 80.0 80.0 O 24 80.0 80.0 / \ / \ 30 80.0 80.0 33 80.0 80.0 c�V H / J /'E / H J 36 39-3/4 96 78.3 78.3 37-1/8 77.2 f72.5 7.2 u n I 39 75.4 5.4 \ / \ / 11 0 .9 72.6 8 La C a I MULLION�-/S X0 3DOOR STILE 3 Nn END ANCHORS l( ) END ANCHORS O OH O SEE SHEET 3 SEE SHEET 1 {�' -0 3 E sZ4 O LFi1F WIDTH y ! SIDELITE WIDTH DOOR FRAME MOTH__ _ SINGLE(X)42-MAX. DOUBLE(XX) 81-1/2-MAX. Z8 C SIDEUTE TO DOOR I g NOTE: GLASS CAPACITIES ON THIS SHEET ARE c m =e BASED ON ASTM E1300-09 (3 SEC. GUSTS) o g m^ I NOTE: AND FLORIDA BUILDING COMMISSION S 8=o FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-279 u=W FOR SIDELITE CAPACITIES SEE SHEET 3.FOR 111E111 SIDELITE VALUES FRO OO CAPACITY SEE CHART ABOVE LOWERDSIDELITE. DOOR/SI ELBE �....... i OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. EN3F-'•.� PRODUCT REVISED FEBpp as comp)yIng with the Florida LT 1 20l(� _ ``` >os�t ;•�7- o Building Code - Y NOA-No. 17-1226.05 - Expiration Date 08108/2023OFA drowinga no. 13. _ W 13-01 Mia D a -duct Con '7 SL/Cj� A�'tt"t�`�` sheet 4 0t 13 EDGE TYPICAL ANCHORS SEE ELEVATIONS ro o FOR SPACING w>I •CONCRETE Z a b p J F ZR n �0N`o 10 $S2 H I Mai O I I 41 am S1�9 pM I I G C a e I i i i �aqni dpi C a I 1 I W� 6 I I a IL 19 11 I I � o c 3 v U V 0 Wra g O Li x N � rAS O Nr) Ci 0 o I e a a a PRODUCT REVISED coms9 POURED h HARDENED Bu Id..g lCod, Ith the FloridaHIGH STRENGTH GROUI a9 I T !'c -5000 PSI L/IN. i i NO A No. - 17-1228.05 _NOT BY CGI Ni N. MUST TRANSFER SHEAR Expiration Dat.08/08/2023 O I j LOADS TO STRUCTURE B1 I I f tl � LOAD BEARINGBY c o'i (SOLID SHIMS St � roduct Controlm =i iOPTIONAL TC ORCL") B FEB 1 5Lil IOiB ,Aat�llu,,,,� v s TYPICAL ANCHORS TYPICAL ANCHORS • i o SEE c •D7GE DISE. EVATIDNS SEE ELEVATIONS ��-v EDGE DIST. FOR SPACING _ FOR SPACING �- OF �ly�� drawing no. SADDLE (ADA) THRESHOLD °"•••'• ��` W13-01 SfAI•'DARi D THRESHOLD i NOT APPROVED FOR WATER INFILTRATION RES APPROVED FOR WATER INFILTRATION RESISTANCE ISTANCE DOOR DETAIIS LIMITMAX. DESIGN LOADS TO 170.0 PSF �»rrlllltt sheet $of 13 i I I i 1BY WOOD BUCKU 4 (7 SEE NOTE SHEEP 1 28Y WOOD BUCK � ' EDGE DIST. OR 14 WOOD STRUCTURE METAL n SEE NOTE SHEET 1 EDGE DIST. 1,MNMI-DARE COUN11'APPROVED I Z a �COMC E_ . STRUCTURE I- ___ _ ____;i p 3 EDGE Ii CLIPPEC MULLO7N I I SEE SEPARATENOA 119 II ------- -------' D n _ o 0 is . i i SLeI k N W n 6 y1 �I 0 el .1 o TYPICAL ANCHORS TYPICAL ANCHORS a -SEE EL SEE ELEVATIONS C TYPICAL ANCHORS FOR SPACING a C FSEE OR SPACANGNS TYPICAL SEE ELEVATCONS HORS FOR SPACING Ayl y C N FOR SPACING Q C 2 r LL112 i0=M �j�rri70Q_ ;{ �l W dl f F I O WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS ri MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM n AND TRANSFER THEM TO THE BUILDING STRUCTURE. ^ -- O rl R 0L TYPICAL ANCHORS: SEE ELEV.FOR SPACING C r TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fw177 KSI,Fy-155 KSI) I D w o na MIN LENGTH = 2-3/4" INTO 28Y WOOD BUCKS OR WOOD STRUCTURES _ O n n CI 0 $ 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) C Z� THRU iBY BUCKS INTO CONC. OR BLOCKS o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 0 5 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) O-7 r O TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO (Fu-177 KSI.Fy=155 KSI) MIN. LENGTH = 2-3/4` DIRECTLY INTO CONC. OR BLOCKS H 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) g 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED o aa IiKK Ox as complying with the Flortde o Building Code i TYPE •C- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) NOA-No. 17-1228.05 R !� INTO M11MI-DARE COUNTY APPROVED MULLIONS Expiration Date 08/08/2023 °'_ 91 1 OR INTO METAL STRUCTURES (HEAD/JAMBS) By (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I..-Dad yoduet Control + m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) c m y 4 a STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FEB 1 1QtE TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. c g INTO METAL STRUCTURE - 3/4" MIN. TON2 •• �' WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. , OF C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. •'� � drawing no. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS �igTON ILL1t"Y7` sheet 6 of 13 I i i V U J/B 1/2 MAX w LOAD SWING pY ;, SHIM ., , , •s SHIM ,' Wool)BUCJ( SEF NOTE SHEET I Z ro 3 _ ACTIVE LEAP — _ 22IL h TYPICAL ANC4gR5 ;6 ! 3p - SEE El£Y. IG O Q`a V TYPICAL ANCHORS = - - FOR SPACING 0SEE ELEV NF .L� FOR SPACING _.. L 0t,m''m 39 V ,,.I > 0600 7 3 7 f7 ,s D.L. OPG. LL=N o Of a METAL_ EXTERIOR Q wz f �k STRUCTURE LEAF WIOTH DOOR FRAME WIDTH 8 p o 1/2"MAX. LARD BEARRIG t9 E / a V to --t -MAX. SHIM .� © 1 2 I LOAD BEARING t •I I SHIM IN N CONCRETE- at ©GR , I$ 3O n n �. ... - --- �3 n MASONRY ACTIVE "BAP —INACTIVE LEAF BY W� C Z TYPICAL ANCHORS - _ _ 1-3"0_ SEE �TE� EENT 1 R SEE FORjSPA�81IN6'­ W 37 I � 3p 333. 7 3 11 11 7 47 /1 tib p 7 „ D SEE OL OPO. L ANCHORS 8 D.L.GPC. SEE ELEV. q FOR SPACING uI;a> LEAF VAOTN EXTERIOR LEAF WIDTH t lW DOOR FRAME WIDTH `t,,,,11111,,,,,ODUCT REVISED FEB 1 5 201#omplying with the FloridaBuilding Code N,A-No. 17-1226.05 i Expiration Data 0a10812023 l( •, A OF � drawing no. W1 3-01 M1a act control- DOOR DETAILS heet 7 of 13 TYPICAL ANCHORS SEE ELEVATIONS O •EDOE' FOR SPACNJ6 DIST." e K MATING JAMB FASTENERS FOR LOCATIONS e1 a 3 •CONCRETE. .CONCRETC,- t 2 y SEE DOOR JAMB SPACING Z y p ON SHEETP2 do 3 w 44 Z W 3 a C K O a I Q600 w a tY PRODUCT REVISED ¢ o n .-plying with the Florida 6 w EXTERIOR T 14 ` Buiming Code LL i a_Z µ NOA-No. 17"1226.05 J o m¢ JI I Expiration Date 08/08/2023 Q=l m f `J I� LEAF WIDTH D.L.OPG. Y __r - --- - MIamF'Da y roduct Control Z N � DOOR MMIE WIDTH SIDELNE WIDTH II i- 42'MAIC SINGLE(X) 81-1/2"MAX. DOUBLE(XX) O� a to w 1/2"MAX. oa LOAD BEARING O 1�\ IMnNG JAMB FASTENERS I$ 3 NH I �•: 45 FOR LOCATIONS SEE DOOR JAMB SPACING R O W cd 3 i CONCRETE 4 ty 3 y 2 ON SHEETS 2 h 3 ;Fo`�n OR 0 '• MASONRY _ _ N O, w U O!5 41 I � � .a•I e 1 8 a. 36 T 3 EXTERIOR Y �' ~ - ) ILL OPG LEAF WIDTH a g WPIGLL ANC/IORS SID=WIDTH DOOR FRAME WIDTH e _n m 4'LONG 42"MAX. SINGLE(X) o o 4 g•6+c SEE ELEV. 81-1/2'MAX. DOUBLE(XX) g g g S FOR SPACING FRAME WIDTH _ _ cue u t'%IIII! It, G APPLY SEALANT tt 10 BEFORE MATING �S P�p�!•�. 4 NOTE LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' OF �'(y`� drawing no. EDGE DIST. TYPICAL ANCHORS I;.• �� ��l VATIIO•NS SIDELITE DETAILS ��ttnunittt sheet 8 of 13 POEM PART No. QUANTITY D&4CRIPTION MATERIAL MFG./RTOIARTTS `DUMMY 1 AL-169 AS REM. FRAME HEAD&.SILL 6063-T6 KEYMARK/SAPA r 2 AL-190 AS READ. FRAME JA6063-TB KEYMARK/SMA MB 3 AL-196 AS REDD. HEAD&SILL 6063-T6 KEYMARK/SAPA _ 314 AL-197 AS REDD. FREE STANDING SIDELITE 6063-T6 KEYMARK SAPA 5 AL-198 AS REDD. MATING SIDELIIE.IAMB JAMB 6063-T6 KEYMARK/SAPA UTNE LEAF L _A INACTIVE LEAF �. Z g 6 AL-193 AS READ. PANEL TOP&BOTTOM 5063-TB KEYM M SMA -�li p 7 AL-194 AS READ. PANEL VERTICAL ST1LE 6083-T6 KEYLIARK/SAPA -- S 'n 8 AL-199 AS READ. SHEAR BLOCK 6O63-T6 KEYMARK/SMA -- d� f& d 9 AL-191 AS REDD. FRAME HEAD&SRL SCREW COVER 8G83-TS KEYMARK/SAPA _. T Q r 10 AL-192 AS REDD. FRAME HEAD&SILL SLANTED SCREW COVER 8063-T5 KEYMARK/SAPA p>`� 11 AL-121 AS REM. GLAZING BEAD(7/16•WI.) 6063-T5 KEYMARK/SAPA OPERATION OF DEADBOLT 3+ a O�M O 8 12 AL-123 AS REM. GLAZING BEAD(1.000'INSUL.-LAM.) B063-T5 KEYMARK/SAPA (WITH KEY FROM THE - '0 O< .1 13 K-200 AS REDD. SHEAR PLATE 6063-TB KEYMARK/SAPA EXTERIOR OR THUMBTURN EXTERIOR __, y o g FROM THE INTERIOR) ¢Z 0 14 AL-195 AS REOM ASTRAGAL 6063-TS KEYMARK/SAPA ACTIVATES THE THREE-POINT L___._ --� <m w iz o 15 AL-508 AS REDD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SADA LOCK REGARMECHDLESS F LL 2 O _ / REGARDLESS OF LOCK SET 16 AL-540 AS REDD. SADDLE THRESHOLD(ADA COMPLIANT) 6063-T6 KEYMARK /SMA OPTION INSTALLED. SECTION AT DEADBOLT LOCK Q w m Y j 17 HO-4503PL AS REDD. THREE POINT LOCK ASST.(AT ACTIVE PANEL USED BY ALL OPTIONS) METH. CGI PROPRIETARY � 16 HD-1204 AS READ. FUMBOLT ASSEMBLY(AT INACTIVE PANEL USED BY ALL OPTIONS) ALLOY,STEEL CGI PROPRIETARY _ 19 HD-5455 PASS AS REDD. LEVER LATCH LOCK.AT ACTIVE PANEL Irl m 20 HD-5455 AS READ. DUMMY LEVER,AT INACTIVE PANF1 LOCK SET OPTION 1 BRASS BALDWIN G 10 21 HD-1231 AS READ. DEADBOLT(THUMBTURN),AT ACTIVE PANEL 91 27 6 — 22 J10 TOR805 AS REDD. LEVER LATCH LOCH.AT ACTIVE PANEL 23 J10 TOR605 AS READ. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 555yyy C 24 JD60 AS REDD. DFADBMT(THUM6TURN),AT ACTIVE PANEL 0 25 HD-34-10118 AS RE00. LEVER LATCH LOCK,AT ACTIVE PANEL 31 N Z6 ND-34-10116 AS REDD. OIMIMY LEVER•AT IMAGINE PANEL LOCK SET OPTION 3 BRASS.STEEL COPPER CREEK ACTIVE LLAF INACTIVE LEAF G 27 HD-DB2410- AS READ. DEADBOLT(THUMBTURN),AT ACTIVE PANEL O=N 28 HO-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL - h n 28A - 2/PLATE /B X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL _ —__ ___ a 3 n 29 HD-538 AS READ. DEADBOLT STRIKE PLATE S.STEEL - C Z Lf 29A 2/PLATE i8 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACLWEIM S.STEEL - 30 HD-536N AS REDD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 2 U 31 HD-390P AS READ. LATCH LOCK& DEADBOLT STRIKE PLATE TRIM NYLON CGI Y 32 HD-STRIKE BOX AS REDD. LATCH LOCK&DEADSOLT PROTECTIVE DUST BOOL NYLON CLS EXTERIOR � 33 HD-525-9-REV 2/LOCK MECH. BOLT LOCK ASSEMBLY S.STEEL CIO 33A HD-53X 1 /FLUSHBOLT FLUSII BOLT GLADE(TOP&BOTTOM) CAST(ZINC) Cd 34 HD-CH-108 4/LEAs 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-ASSOO-US32D 4/LEAF 4-1/2'x 4'HINGE BRASS LAGER R 36 HD-AB600-US 4/LEAF 4-1/2'x 4'HINGE S. STEEL iAGER P~ g 37 03/B'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL - k' 38 WS-382V AS REDD. GLAZING BULB (DUROMEIER 75/80) PVC PROTOTYPE ! g 39 WS-W33321 AS READ. .187'x 320'ULTRA SOFT FII WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LF11F SIi00T BOLT PROTECTOR,AT DOOR FRAME HEAD&SRL PVC - SEALANTS: 41 HD-12-10042 AS REDD. 350'REACH POCKET SFA(FRAME PERIMETER GASKET) - AME58URY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH `o 42 WS-32011 AS REDD. FOAM-TTTE CLOSED CELL FOAM COMPRESSION SELL - AMESBURY GE SC52000 SILICONE SEALANT. xd 8 = 43 HD-CUP ANGLE 2/EACH 2 x 2 x 1/4'CLIP ANGLE(ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - o 0 o a u 44 - 3/CORNEA /10=1-1/4'PHP. PH.SMS. (PANEL&FRAME ASSEMBLY) S. STEEL - as PRODUCT REVISED i 45 - SEE ELEV. /14 z 3/4'HH.TEIc(MULLION ATTACHMEM) S. STEEL. - _Bolding complying the Florida `\``1YLp'14w^41lAHTYYA''/' yc- 46 6/HINGE,4/CLIP /12-24 x 1/2'PHP.FH. UC.THREAD FORMING S. STEEL - NOA-No. 17-'1226.05 `��J"•'' •''�• ��� 1 •t o 1 47 - 2/EACH /6 x 1/2'PHP.TH.SMS.(ASTRAGAL ATTACHMENT) S.STEEL - Expiration Dat.0 8/2023 oma, 48 - 1/EACH /10 x 3/4'PIP.PH.SMS. (BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL - - FEB 1 5 49 03/6'-18 MUT 4/LEAF 03/8'-18 SERRATED-FLANGE NUT(ZINC PLATED) STEEL - BY -- __—Alam ad roductCon roro SO - 2/FLUSHBOLT /8-32 x 1/2'PHP.PH.►S (FLUSHBOLT ASSEMBLY) S. STEEL - 31 HO-DOOR SWEEP 1/EACH DOOR SWEEP(OPTIONAL).SECURED W//6 x 1/2'PHP:PH. SMS. ALUMINUM SCREEN TECH •.• •• � drawing no. 52 HD-M-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - �'. W13-01 53 - 2/LITE I SETTING BLOCKS EPDM DUROMETER 80ts SHORE A ''''�1�LILLLT````` sheet 9 Of 13 r PANEL HEIGHT _ --. Z (7 o - Oo ------ O Z ------ n . r c T ?iu � Q 3 $g g $a ig r - A Ml — - - - o _ - 0 0 _ -� Z O; 0 AD i 12'FROM EACH END.IYP. J 1/2• 4 ELI:: OO �® i rn co c:n N O 3M v_ a .x 1\111111/1// Lip O I �i o piOeC yy Go i�llll 1111111� 3 aw: 01-03-13 r ns' SERIES SEN W 160 ALUM O(IiS M DOOR(LM.I./S.MJ.) AL-FAROOQ CORPORATION no as E3C( lion ENGINEERS h PRODUCT DEVELOPMENT E 3 r ° 03.14.15 0 5"EE �CGIWindows and Doors, Inc.' MI 60 SUNSET DRIVE,SURE 22D 09.05.15 x0 OIWIGE TNS 9NEL� 0 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 9698) Ctr.q TMIO E 1 L+9., cF/1[9AL 9EV S ON , FL. 33172 TEL.(305)2648100 FAX.(306)29249979 �r' MX bt ozn3.,5 no awwe TX6 sHEEr305) 593-8590 FAX. (305)593-8592 COMP-ANL W73-01CG1 PANEL HEIGHT C 0 x z O 0 — — — 0 x B 0 0 — — c� 4b 12•FRO4 EACH ENO (TYP) 1/2- pL — --__- t a vr'jz 0 m �o o� v z z o� m 0� r zm 0 m ? 0 s z 3m kZcg.9 O- A (1:11111/ 9' Dao 0 ,/��/� L O, a o 1 v C '�:•� + - pop j 5< -Di D= S "y - 79 n a N Tv i� � 4 N n , _ revisions: ' a w-a3-13 S06E5 SOiONEl.160 ALUM OUTWX DOOR(LM.L/S.u.l.)' AL.-FAROOQ CORPORATION a no a e -.y estop Ion_ ENGINEERS a PRODUCT DEVELOPMENT C 05.14,15 No CHMOE THIS SHEET 3/e . 1 CGI Windows and Doors, Inc. 8360 SUNSET DRNE SURE 220 W '0 0 11.16.17 N1 CHN11E TNIs sNEET 10100 N.W. 25TH STREET ( ) a.!Y: TAM E 11.16.17 oFNFAAI REV15oN MIAMI,FLORIDA 33173 C.A.N.-M-1 s• O F 0213.11 NO auN1[nus SHEET MIAMI, FL. 33172 TEL.(305)2l1�]a0 FAX(306)282-687g V W r ? el,k Dy: TEL (WS)593-6590 FAX.(W5) 593-6592 COMP-ANL W13-o1CGI L�3.625 I 1� 1T5 n .750 .062 1.625 Z •� IiI 1.590 P .080 A 100 1.587 4.495 Q y 2 ! 5.500 tW'1 i tv FRAME COVER o DOOR FRAME HEAD/SILL 3.8251 587 & p� C I a 0 1.410 0myp 1.6125 062 Q N LL p 1.625 0}� O° TOP & BOTTOM RAIL J ` 8C QW > 10 5.500 r. SILL COVER a H oeo 5.438 •075 O � C I v - .465 1.828 1.440 ` e o W .075 1.063 4.495 'p 1.755 O HINGE & LOCK STILE m N r rF SIDELITE TOP & BOTTOM FRAME 15 SIDEUTE JAMB COVER _c z 3 0 •n C, ` .326-' 135 .125 .8051 x.245 25 1.500 .185 I I .500 -[ 4����'If .113 4.000 1.080 1.622+1 PRODUCT REVISED 14 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATEis SADDLE THRESHOLD as complying with the Florida Building Code u !'^1.810 3.005 r-.675 NOA-No. _ '17-'1226.05 125 r -2.000-1 1.061 1 1 Expiration Date 08/08/2023 .995 .050 By -120 1.462 .090 300 .310 Mi�erD y rode Q $W / c •� 3�� .080 11 `\1111111111//// 4.000 120 4.000 GLASS STOP (LAM. GLASS) FEB 1 5 y�e X11�PD' 4.000 .075 1� L0�0 �;•'".... ''•.'U I 4 K .125 .070--1!�- 505 120 20--��-- 2.388 S_ 1.465 1.465 .420 .995 .082 .050 1 1.225 -200-f .870 •'•. OF � drawing 0 1.184 OA•'� ,2 =,�1ps;�••..... •c�11•� W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDEUTE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) r�/t 11111 sheet 12 of 13 i O % AZIP -r1 pi�gn vP m o� \ U4 v zo O --- iiD A Z ^. 1` x u "O 4 n � Z y \ T D ni m Q oe i \ m 3.0 zcNv OA \ �o 0 5, IIIb// a na.00 ♦�•. ... / 0 mm nenIn 8111 L e --- - 10 IT ul e ////��111lILL1�3♦♦ - � u w o. do1N: 01-03-13 rovlolona: SERFS SENOIFL 160 ALLW OUTSW910 WM(LI1.1-A-111) AL-FAROOQ CORPORATION a p n0 0 6 earn IOn � ENGINEERS&PRODUCT DEVELOPMENT _ f. etelt 3/6'.1' E OS.ts.t NO CMRIGE TINS SHEET CGI Windows and Doors, Inc. 'r' W 0 08.08.15 NO CHANCE TINS SHEEP 9360 SUNSET DRIVE,SULiE 220 w 10100 N.W, 25TH STREET MI AMI.FLORIDA 33173 (CA.N. 3538) I'� p, h^ TARIO E 11.18.17 GENERAL REVISION MIAMI, FL. 33172 TEL(sosl 2eaatoo FAx(aos1298697a C (3 0 f 02.13.1 No CINNCE TNis SHEET TEL (305)$93-6590 FAX.(305)593-6592 COMP-ANL W13-01CGI