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HomeMy WebLinkAboutNOA & PRODUCT APPROVALSRECEIVED �a SCANNED BY JUL 05 2018 MrE St Lucie County J `T, 11 1!e un, Permitt-^ �olying MIAMI-DADE COUNTY —P ODUCT CONTROL SECTION I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/nera Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 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 lone of the Florida Building Code. DESCRIPTION: Eagle Seal Underlayment LABELING: Each unit shall bear a per manent label with the manufacturer's name or logo, city, state 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 renews NOA# 12-0507.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. � MIAMI•DADE COUNTY NOA No.: 15-0223.21 Expiration Date: 03/03/20 Approval Date: 03/12/15 Page 1 of 4 ARCH' ��TSAMoI 03379 ®REVISE & RESUBMIT _41APPROVED ® REJECTED # 0APPROVEDA"CORRECTED general conformance v+i� the design concept of the 'eral c with the information given in the contract . This levies only form s drawiings during project and gen rat compliance fiance vvfth the reOM- d_;a:rmants. Cc�eettons or comments roads on th` s r from eefnc its shall not this rev's:>il do not relrvve eciflca + ms�Approval of a sp anent. Gon m,c,:ts of ttre plans and s,� Ins item is a complaled aMe inc+ude appro'1 of an assembly of which r�� fcle for. Dimensions to be cont•�m and c°s a es or to iructor is respo s mains solely, to the fabrication process se ,Ones and Frocedure� of cansWc' job site; infoa��icn that pe riorrrring all work the n,ens, ^.gvids, techniques, q and for pe tion. oaordina5on cf the V OrK of all othar trades: and sasfactory manner. in a sa.8 a BY: DATE: - F , f I J s' .+1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION I NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/nera 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 of the Florida Building Code. DESCRIPTION: Eagle Seal Underlay cut LABELING: Each unit shall bear a perm lanent label with the manufacturer's name or logo, city, state 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 rafter 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 land removal of NOA. I 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 renews NOA# 12-0507.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera ��NOA No.: 15-0223.21 104 y te: 03/03/20 _. -- ApprovatOate: 03/12/15 Page 1 of 4 J LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood shakes and shingles, quarry slate, and tile roof assemblies (mortar, adhesive, and mechanically set). 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlayment may be lused wi any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami - Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in 'the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over, the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAM4DADE COUNTY: ...l END OF THIS ACCEPTANCE MLAMI-Daoecounrrtr NOA No.: 15-0223.21 Expiration Date: 03/03/20 Approval Date: 03/12/15 \ Page 4 of 4 ir MIAMI-DADE DEPARTMENT OF REGULATOR BOARD AND CODE ADMINISM NOTICE OF ACCEPT RECEIVED Jul., 0 "'8 4' i 5T. Lucie County, Perrnttblrlg MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 . F (786) 315-2599 www.miamidade.00v/economy CGI Windows and Doors, Inc. 10100 NW 25'b Street i 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 materials 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 thisacceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fred Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1,: 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision' stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING.! Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall lie 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 thisiNOA 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 No.15-0413.03 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 waslreviewed by Manuel Perez, P.E. AND ECONOMIC RESOURCES (RER) 'ION DIVISION n MIAMI p11UE cot1NTY NOA No.17-0918.07 ,0ulumyva NIEW Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page He Copy I CGI Windows and Doors; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA's A. DRAWINGS . • 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum. Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04110115, 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 Y 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: 11) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 Z� Large Missile Impact Test per FBC, TAS 201-94 31) 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(9 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. 23 8 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(9 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted tinder NOA No.10-0510.13)' anuel P.E. Product Contr V718.07 iner NOA No Expiration Date: September 22, 2020 Approval Date: November 22, 2017 ! E-1 r C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 731. 05) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. 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 06/119/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under, NOA No.10-051013) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section i G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. i Manuel ] erez . Product Control Exaoninyr NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OFF ACCEI 2. NEW EVIDENCE SUBMITTED A. DRAWINGS . 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.1.) (S.M.I.), sheets 1, 1.1, 2,3 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, 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 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. T 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 "SentryGlasO (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® Ultra�clear, Clear and Color PVB 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 - Saflex 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 "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 1 F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window - .M.1. approved o 6/25/15 and expiring on 09/22/20. Manuel P e P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 I A SERIES 130 SENTINEL ALUMINUM FMD WINDOW DESIGN LOAD RATINGS FOR THESE, WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDIT10N)/2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIR). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESWANL SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. 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. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUr NOT LIMITED TO SFFII/METAL SCREWS, THAT DOME INTO CONTACT WITH OTHER DISSIMILAR LIATOU4 S SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RET:EIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LEG FRAME 49' FLANGE WIDTH TYPICAL ELEVATIONS 4" o D.L oPc. � 0 ��m6 F ANCHOR SPACING SHOWN HEREIN APPLICABLE aQ TO FLANGE AND FLUSH FRAMES. m 3 .F I o SEE SHEET 1.1 FOR FIN FRAMES. 7 O o Odd s J h cco� 4M 0 t I. f� y 11 Ooo. ----T_____m_--- 96' O 8 t E BUCK HEIGHT C3 D.L. OPG. f3 7 2W a U , e- F -4 II II II II S�•{- u n n n II 11 � O II O I��i n II g ` o .4 A lt G 8 O rd v t� c 4 O�No 1B MA1C. 8' MAX. 77' MAX. 3 aM n SH CORNERS STP/VCNT SIDES 3 e SIDES DAYLITE OPENINGS, 1 c Z� D.L.O. HEIGHT = BUCK HEIGHT - 3.00' '�' D.L.O. WIDTH = BUCK WIDTH - 3.00' I3 o v _ W yllp g WINDOW YAM "1 WINDOW W WIDTH WINDOW WINDS WIDTN� WINDOW WIDTH� Ir Ir�ll I I I I I I I I I I I I I i z I l i � 01 BE L .J — — J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH LAM. GLASS � INSULATING LAM.GLASS r — 1 r — — — — — I I LARGE MISSILE IMPACT 3J I I' SMALL MISSILE IMPACT � � u o w ,. • 3 3 i i SP qq 4 \\\I\lllllll/7j . , 2817 .. 7 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as eempNing with the Florida = ,� ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS NOn-No. 17-0918.07 Expiration Date 09 2D20 t �OF ORID�`,, �i� '�'`\j+ ' C9 droving no. W1 0-02 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES ''C7'IS/�,��:�\`` By___ __ _ ___ ..______ _ . nhee�of B 3m Zmmy e g m �b 5zr 5 TM m oc 66 N6�090 O ♦ � V 4^l1 S 1t I I1 p O� O o N o -h er: m o� y mmOn N� 16' MAX. g' MAX. SIRllGFiT JAMB SIDES — CORNERS I I u I I' a it I' it •� ii\\�� �i it jl II I �I I� ts• MAx. s• 1aAx. m BUCKHEIGHT MESH CORNER! p8 Gfl DI----i m o c 9 � � n I i SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) AL-FAROOQ CORPORATION a CGI Windows and Doors, Ino. ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUrW 220 10100 N.W. 25TH STREET MIAMI, FLORIDA 33173 (Carr. 3538) MIAMI, FL 33172 I TEL(305)2646506 FAx (3051262s976 TEL (305) 593-6590 FAX. (305) COMP-ANL W70-02C1 I I I I r WW-01M INV-dVI00 .Z6Sa-ms (Gov) 'KVA 069a-E69 (gm) -M Oai LIOL 01 O31wdn ILrar2ol O IDHS SIHL 30NMO ON CI.01wd aLOBzastaoe)xva oosaroascaoe) cu ZLl££ I� 'IWVIW O 133L1S H1SZ M'N OO dO l ala *10Z OL a3lwdn wtvLO (asps rrro) s13Ai alao,d'1wv1w 'P 07.2 dtlns'3luaa imn3 oseB IMHS SIHL 30NVHO ON I1'0110 •ou'wdposMopulMIgo 03v s •m9M .L -Z,ta�wdmsll�a.lanaoaa>asamraoa 0O UOI IJOSa a O p. NOLLH2lOd2109 b002iVd rIV ('I'N'S)(1'W'l) MOOWM Q3XW NNIV OCd 13♦U1N35 531i13S •suo snag o1�c-10 :, v` P y o 0 0 0 0 0 0 o g o P rz S w om m o$$$ m om om S .Om�4 a mO ' . d9 9 8 m n "� Si m n m EEC v s�§ FGiI op•- N .•l M< N ✓Oi YI wmi N M M n 8 YS c� :'7 S o - wpo It ! 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OR OBI' krteriayer TmsHoI PVB By 'klaoroy America, Inc.' 3/18' HEAT S1REN'D GLASS o] _Z I: 911CONE GE II 200 n © 1 DOW 7 CORNING 899 II DOW CORNING 995 :I :1 C MS AT 1/4 POINTS ON LI1FS WIDER THAN 36' GLASS TYPE 'C' �. 7/16- OVERALL LAM. GRASS 3/16' ANN. GLASS 075' Irderloyer Sollex CP With PEr Con By 'Eastman Chemical Co.' OR 090' Intedayer son" Clear And Color Glass Chemical Co.' 3/8' AR SPACE pR'East—. A90' Interlayer SentryGi0. 3/16' HEAT STREN'D CLASS R'Kuramy Americo, Ina' 090' Interleyer 3/16' HE Finawal Py6 By 'kumray America. Inc.' 3/16' HEAT STREN-0 GLASS a: SILICONE i AnGE 1200 DOW CORNING 899 DOW CORNING 995 MI Ij Ij H ii .i n I XL EDGE SPACER II I I H ST. STEEL BY 'CARDINAL' E4 (� i� iE OR Iri1RASFAL HY 'QUANEX OR SUPER SPACER BY 'OUANEK' �p7 h M5 AT 1/4 PONTS ALL SIZES I' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE 'Cl- & '01' MUST BE TEMPERED. 3/16' HEAT STREN'D GLASS 075' Intariayer Saflex CP With PET Coro By 'Eastman Chemical Co.' OR 090, Irdedoyer Sell" Clear And Color Gass By 'Eastman Chemlcal Ca' 090' Irderlayer SentryGlos R'Kumray America, Inc! 0913' Interiayer Trosifol PV9 By 'kummy Amarim, Inc.' li 3/16' HEAT STREN'D GLASS Y m II SILICONE n GE 1200 1 it it DOW CORNING 899 DOW CORNING 995 0 �ATIR/47= ON LITES ' GLASS TYPE 'D' . 7/16' OVERALL LAM. CLASS 3/16' HEAT STREN'D GLASS 07e tntulaayyer Sallex CP With PET Cora By 'Eastman Chemical Co.' OR 090' Irderlayer SaBax Clear And Color Class By Eastman Chemical CO.' 0' SILICONE JR SPACE OR 090' Interfoyer = m O GE 1200 DOW CORNING 899 SenfryGlas �, �' DOW CORNING 995 R'Kumray America, Inc.' Y j jj Ij Ij n GLASS • 090' interiayer II it II Tmsrfol PVB jj j jl By 'kumroy America, Inc' M4 3/i6' HEAT STREW'D GLASS SILICONE m SILICONE GE 1200 GE 1200 DOW CORNING 899 I 'I DOW CORNING 899 DOW CORNING 995 NI i� j� ii DOW CORNING 995 OPTIONAL GLAZING DET�II it it ii XL EDGE SPACER GLASS TYPES 'Ci' & 'D I' ST. STEEL BY 'CARDINAL' 11 �I II OR OURASFAL 13Y'OLIANE)C lull llll /A OR 00 SUPER SPACER BY 'OLIANEK• C i LU1l `` ........... •,/� dd M5 AT 1/4 po ALL slzEs PRODUCT REVISED - 70592 7 `o f0 GLASS TYPE 'Dl' ns complying with tho Florida Building Code * T} - x erg i' OVERALL INSUL LAM. GLASS NOA-No. 17-0918.07 •. OF r�:f/` v drawmg § no. Fran�Irlau n Deta-09/22/2020 TYPICAL INSTALLATION DETAILS (� g THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �� o 0 INSTALLATION DETAILS THRU 1X BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES INSTALLATION DETAILS DIRECTLY INTO CONCRETE ET INSTALLATION DETAILS INTO METAL STRUCTURES STRUCTUROR INTO APPROVED MULLIONS 0 g n' F I FLAN FLANG TYPICAL ANCHORS FLANGE 1/4' MAY. FLANGSEEE c ' 11 11 2BY WOOD SUCK FOR SPACING SHIMS MEIAL {�u Q Ij Ij I WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ,� M2 STRUCTURE TYPICAL ANCHORS Q: O E° 7 III N a n FOR SPACING d& = O O 1 Y \ © .♦ S d p0o \" 1 7T E1 N iii ..-.. P .TYPICA1, AIfQHORS •' '' �' M2 a ^ . 1 SEE ELEV. a •• 1gY FOR SPACING _ I ji. - WOOD BUCK _ E7 . 1/4" MAX SHIMS .. EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LEG o B 1 it it 2Er"'v OR W000 BUCK OR Al wooO slRucruRE •� C 1 It2 METAL STRUCTURE - y C 0 i t I. j. Q Ij j� M2 11 I� 9 s : w - - 71PICAL ANCHORS SEE ELEV. FOR SPACING "'-. Gf Q) M ;O N M .9 3 1 �U+ - �• w 3p M3 --_---_ .. .. .. .. .... 'n E2 �•)3 TYPICAL ANCHORS ' rFi SEE ELEV. g FOR SPACING .I�1CAL CHORSt3ANCHORSiBY FOR SPACING V.WOOD CIIG ^ BUCK a w B B PRODUCT REVISED o 9 _ xc complylmY with the Florida BundinB CCoodde o z NOANo. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date Ogr=020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o on _ _ - o_ - TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE By 'HILTI' > o L) d 6 a 1,/4' DIA. KV/IK-CON 11 BY (Fu=ifi3 KS1. Fy=1157 Km)Mlxml-0a Produ C 1 m o c a W o 1/4' DIA. UORACON BY 'a00' (Fu=177 KSI, Fy-155 KSI) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) , ``Y1111111117/j77r �! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS `�`� ��JR�•�4!?! INTO CONCRETE AND MASONRY = 2-1/2- MIN. �'•• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR INTO WOOD STRUCTURE = 1" MIN. 1 :) 2017 C_17 ? k INTO METAL STRUCTURES (HEAD/SILL/JAMBS) J THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4' MIN. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE = = S ? $ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL./JAMBS) ALUMINUM. 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.) CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. DIRECTLY INTO OR BLOCKS 0-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. '•, IE OF /• � drawing no. CONCRETE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL,/JAMBS) W10-02 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ) NAI- %, 7jrTln11f1fk sheet 4 of 6 TYPICAL INSTALLATION DETAILSTHESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW Ile I Z�g INSTALLATION DETAILS THRU iX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTAUATION DETAILS INTO METAL k WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 2 i 6 FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 gg: U cCl 0�' • TYPICAL ANCHORS 1/4• MAX. ' S tq C it 213Y WOOD BUCK FOR SPACING � ll OR WOOD STRUCTURE TYPICAL ANCHORS v METAL STRUCTURE O C O �I �I FOR SPACING ' a 0 °3 b ' M2 MS7�1 �� ANCHORS C 52 1 \ w FOR SPACING Q CL to < v2si I Ee N ri q...gbmf 52 4. 1: 1;4 MIN., .T'pICA4 ApTCHCItS Ij II M2 s U 1 • i - SEE ELEV. ' 6 ji F y C ^ •. BY FOR SPACING ii Z.Eto 3 - n WOOD BUCK 6 S O W 3/ 1/4' MAX. BUCK HEIGHT 1/4' MAX. GAP GAP I I I \\\\' WOOD UCTU NOT B CGI� 1/2' MIN. 1/2 ' MIN. C�No ¢ C2 d o M1 a 2 3/8' MIN. •3 y , FIN FRAME M2 C Z cAUM o o \\\ \ TYPICAL ANCHORS: SEE EI-EV. FOR SPACING I I U \\ #B SINS (GRADE 2 CRS) INTO 29Y WOOD BUCKS OR WOOD STRUCTURESWHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2ib'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMTITED. nor BY Ez © EXTERIOR BUCK WIDTH BUCK WIDTH °o I MIAM1-DADE I U o o o = c = = := FT=�� MIMU-LADE COUNTY I COUNTY APPROVED 1 11 - I1 APPROVED MULUON I MULLION h MULUON ANCHORS I I I I k MULLION ANCHORS I I SEE SEPARATE NOA SEE SEPARATE NOA 4 2817 ..... \t�p� I 11 I VISED a9Rc0omuyCin th the Florida N • 7 = Cote o -J --- TYPICAL ANCHORS FEE ELEV' NOA-No. 17-0918.07 ' 09=2020t •• FOR SPACING D ti i xpraon Date DP ?2� E�� dr°wing no. ' .� d14 X 1' SINS. B �� Mlam de Produc T1h r 1 YY/lllllllt\tt sheet 5 of 6 � m � m U 0 W OOM m Z v A T U N m N o V a Z y m m 0 x3�c gg u 9 Q e H x m Z z r = N o A s r m X Yl m J � fn O~1 OI q T CI SERIES SERRNEL 130 ALUM FIXED WINDOW (ULL)(S.M.I.) ALrFAROOQ CORPORATION to CGI Windows and DOOFS, Inc.ENGINEERS& PRODUCT DEYEIOPMENP 9360 SUNSET DRIVE, SUITE 220 10100 N.W. 25TH STREET MIAMI, FLORIDA 33-3 (C.A.N. 353B) G+ MIAMI, FL 33172 TEL (305) 25441U m FAX (305) 202-°973 — (305) 593-0590 FAX. (305) 593-6592 COMP-ANL W10-02C01 ProductApmoyal Menu:> Product or AoolltlttonSearch > Aoolicatlon Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract.Expi.ration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL17164-R4 Revision 2017 Approved S Plastpro Inc. / Nanya Plastics Corp, .5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ric.kw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18" scottjohnson @plastproinc.com ;Exterior Doors Swinging Exterior Door Assemblies I Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F Schmidt, RE. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. R) Validation Checklist - Hardcopy Received FLIII84 R4 COI (b):Cert'iflcate of'Independence.pdf Standard AAMA/W DMA/CSA101/I. S.2/A440 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 ASTM E330 TAS 201, 20Z, 203 Year 2005 2005 2002 2002 2006 FYIe fop' zoQz 1994 hftps://www.floddabuilding.org/prfpr app_ U.aspx?param=wGEVXQwtDgvCo3Eapi[IBW4u9.0%2bpvEjLeoOzs5YGCWgbcp2Xl9ZG9g%3d%3d 1/3 1/10/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17184 R4Equiv (a) Equivalency of Standards:pdf Sections from the Code Product Approval' Method I Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10%19/2017 Date Approved 12/12/2017 Summary of Products Go to Page I ................_..i Page 2 J 2 Q FL R " Model, Number or Name Description ` 17184.21 u. Fiberglass Door "Non -.Impact' Fiberglass Opaque Single (steel Reinforced Stiles) Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal B'0 in Height Limits of Use Approved for use In HVHZ: No Installation Instructions FIA7184 R4 II (a) Inst-17184.2 .pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt,. RE: 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 17194.21 for any additional use limitations; FL17194 R4 AE (a) Eval T7184:21:odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.22 v. Fiberglass Door "Non -Impact' Fiberglass Opaque Double (Steel Reinforced Stiles) Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Approved for use In HVHZ; No Installation Instructions ELi7184 R4 11jill Inst 1718 22 pdf. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 17184.22 for any additional use limitations, Rvaluation Reports FL17184 R4..AE.. {a)..Eva1.17184:22.pdf Installation instructions and product particulars. Created by Independent Third Party: Yes 17184.23 w. Fiberglass Door "Impact" Fiberglass Glazed Single (Steel.Relnforced Stiles) Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal. B'0 in Height Limits of Use Installation Instructions Approved for use In HVHZ: No FLi7184 114 II (a) Inst'inek 3sodr Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 17184,23 for any additional use limitations, installation Instructions and product particulars. Evaluation Reports FL17184 R4 AE'. (a) Evil 17y 84 23:odf, Created by Independent Third Party: Yes 17184.24 X. Fberglass Door "Impact" Fiberglass Glazed Double (Steel Reinforced Stiles) Door with or without Sidelites ()X or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limps of Use Installation Instructions Approved for use.In HVHZ: No FL171114 R4 I _ (a) Ind ft 1iM 4:odf'. Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, RE. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.24 for any additional use limitations, FL17184 R4 AE (a) EVa1:17184:24:i f; installation instructions and product particulars. Created by Independent Third party: Yes 17184.25 y. Fiberglass Door "Impact" Fiberglass Opaque Single (Steel Reinforced Stiles) Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 810 In Height Limits of .Use installation Instructions Approved for use In HVHZ: Nd FLI-7184 R4 II (al Inst 17184.25,pslf: Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A iEvaluation Reports hftps://www.floddabuilding.org/pr/pr app_ fl.aspx?param=wGEVXQwtDgvCo3EapiIIBW4u90%2bpvEjLeoOzs5YGCWgbcp2X19ZG9g%3d%3d 2/3 1/10/2018 Florida Building Code Online Other: See INST 17184.25 for any additional use limitations, FL17164 R4.-AE._ (a) ENW 17184.25rodf; installation instructions and product particulars. I Created by Independent Third Party- Yes 17184.26 z. Fiberglass Door Impact' Fiberglass: Opaque Double (Steel Reinforced Stiles) Door with or without. Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions ,Approved for use In IiVH2: No FL17184 R4 II . (b1 Inst'17184.26.pdf, Approved for uae outside HViM Yes Verified By, Lyndon F Schmidf; P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluations Reports Other. See INST 17184.26 for any additional use limitations, F1 VI 4 R4 'AE (a) E tal ln84.26.pdf installation instructions and product particulars. Created by Independent Third Party: Yes Go to Page t= 1.0 06 Page 2 / 2 0 0 ;Back Next' Contact Us — 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida ls.an AA(EEO employenCoovrieht 2007-2013 State of Florida.:; Privacy Statement .: Accesslblilty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request; do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. ■Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S„ please click. ere . Product Approval Accepter ® 0 d IN M ', Credit CaCd ; https://www.floridabuilding.org/pr/pr app_ b.aspx?param=wGEVXQwtDgvCo3EapillBW4u90a/o2bpvEjLeoOzs5YGCWgbcp2Xl9ZGgg%3da/o3d 3/3 D ro pl,:ast .5200 W. CENTURY BLVD, LOS ANGELES, CA 90045 OPAQUE FIBERGLASS -SINGLE DOOR: wj or W/00 SIDELIM INSWING M"WING :IMPACr; GENERAUNOTM I TKIs product has b-n.pvqluq* and 4�iconp9anceyithfhe:6thiffon:120)71pullingqo4dq Cad& (FBC).sjfrudtuiulre Irpm mcluding the "HlgbVelocuy Huqi6qneZor3d' (HVHZ). qW , 6ri b 0 2, ftdudfanchors'.shalll�e mrtdecf on.d spaced as stimn ondetch; AndiobeinItiednientIo base, mafdddlihoulbe'beyohd-wqRdreemg orstucco. 3, When used in areas requ m4nd bome,ceba piptec.tior.t.lptodudfcbmOliosviti:MC secridrs1609.2 k R30I214or ddoesnotre�ukq,pactres[stant.coved g. fpmduct iroet$ missile level" o"'and.''Includes WioqZone 4 as,defined.in ASTM E199.4 drid FBC Sections A jo$' 9;V2.2$3pjf 1. 4. WZstud�konfihg�iconsfrudffo'n,.QnchoOngof:these.u#!tsshaff6dttie'sdrfi6'dithciYsh6wh.f&Zt Buck mo.sd*. cpnftcffoii. S. Sifecondtions that deviate fformthe detail of this drawing requke hoio it enginoering dnailysi§ by'd lice nstdefi&ew or. reg'ptemd 6 itp .. ... ...... . TABLE OF.COHMW SHEETO DESCRIPHON, ::.J. Typical elevottom design Fr�ms 8 geneml notes. .43 2: Door ptmel detals 3: Siderito Pond detalls :Hoftntd.C=S%ctbns 5 Horizontal cross sections.. !9 .6. verfical ClIft,secl5ons a. a BmWromeanchoang 9. Buck WoondwrWOKIxo) .0 SulX"frong onchorig'(0m): 11 Muffl-pointlock details & m nenh: ...... .12 Bill Of Mat8tk3IS & glaft dV.0 372VMAX FRAMFWDTH FRAME '0VERALLFRAMEWDTH. sk z E IaNri Ld 0'm it wz zo �R W�`. -M X. .3725"X:98.#V 20,d"x 78 +55.0m .60. kAstp -55-0 6x /X6 7440" X 96.00 202'XIII.5" *504; r$5 . .0 *50.0: =sd. OX0. 114.75"X 9&W 2042.x18.s.. +50.06 &.6 4$010 -50.0 i 95.25° DOOR PANEL HEIGHT 4 g k �o J 0 17 UPDATE TO 6TH ED. 2017 FBC 2 3 10 18 ADDED ADA O.S. BUMP THRESHOLD dall 1 4 15 UPDATE TO 5TH ED. 2014 FBC NO DATE 43409 ,Nd ILLL. io i7 , OT; PLASTPRO INC. N Pnpar d DoeumenBY: Lyndon F. Schmidt ���0� ••/oIVAi. FIBERGLASS DOOR P.E. No. 43409 '/�� �''���° /r BUILDING CONSULTANTS, INC. )R ASSEMBLY:. DOOR PANEL DETAILS t/ l� P.O. Box 230, valrteo. FL 33595 Phone No.: 813.659.9197 i FBPE C.A. No. 9813 rvI nvnva rF-1 npprvvalslrL-araar rmerglass uvor-Inming—wing longlL- urawingwL-dual of 95.2S' DOOR PANEL HEIGHT 78M' D.L.O. HEIGHT I OW O.C. Q o � ' �o �8 F�-4.5'OffP' O 'Y F P I 3 a f.l V o 2 1: cc :. PD 71 v 3 02 17 UPDATE To6TH ED. 2017 FBC JK 2 3 10 16 ADDED ADA O.S. BUMP THRESHOLD JK 1 4 22 15 UPDATE.TO 5TH ED. 2014 FBI; JK NO DATE BY C14 R.W. BUILDING CONGUI—NT9 INC. 1 I I0 No. 43409 * i* �O•lo.r7 S PRODUCT: Document. Pmpomd i� $���•' PLASTPRO INC. FlBERGLASS DOOR Lyndon F. Schmidt (7 P.E. No. 43409 '/''• .O PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. SIDELITE PANEL DETAILS r! l�� P.O. Bo> .: 81 .059.9 7 33896 Phone No.: 813.859.9197 FBPE C.A. No. 9813 xlC YCNM/W tr! I W - rmnaa YIWIfQ: NppNV815\FL-3/ld4 FOelglas Dow - IfMVNg-0Il[AVIng (9Nq\C - OfdWingS\R-37189 6TF1 W (Z017)\FL-37369.25.26.Wig, 4 e , o X vF01 2.9 R m IN (NJI � •P J OB 02 17 UPDATE TO STH ED. 2017 FBC JK 2 J 10 18 ADDED ADA O.S. BUMP THRESHDLD JK 1 04 2 15 UPDATE TO 3TH ED. 2014 FBC JK NO DATE BY ® 2014 R.W. BUILDING CONSULTANTS IND. 0 ,SCHM�� r No.49409 �U.`7 i ODUCT: I PfASTPRO INC. Document. Prep—d By: Lyndon F. Schmidt �i��(`••'•.gpD�,•.� •d FIBERGLASS DOOR `���` P.E. No. 43409 RT OR ASSEMBLY: .BUILDING CONSULTANTS, INC. HORIZONTAL CROSS SECTIONS VY P.O. Box 230, Valrtco, FL 33595 Phone No.: 813.859.9197 FBPE C.A. No. 9313 I - is rcmn to i W - rionaa rroauct APPraVaIS\FL-171K Flaerg= Door - Inswing-0utswing (BHI)\C - Drawings\FL-17184 6TH ED Z .. O \ • % - Z Qm� o � m 4 ft 0, .3 �P IDy o M 22 • fay A' 00 0 [ryit ZM O m m Z rNO. 11 02 17 UPDATE TO 6TH ED. 2017 FBC 3 10 16ADDED ADA O.S. BUMP THRESHOLD MB 22 15 UPDATE TO 5TH ED. 2014 FBC DATE ® zo r a a.w. aw�oiun ceu.,u�teur.. w� p 1111111I/// ND.43409 •�- � PRODUCT: Documents Prepored Eyr �� �C� • �� PLASTPRO INC. FIBERGLASS DOOR Lyndon F. Schmidt i�••'••.........�(Ij �� P/./E�. No. 43409 PART OR ASSEMBLY: K/// BUILDING CONSULTANTS, INC. HORIZONTAL CROSS SECTIONS J l•Yd P•O. Boz 230, valrico, FL 33595 Phone No.: 813.659.9197 FBPE CA No. 9813 R:\Clerds\Rastpm, Inc PERMANUM - Florida Product Approvals\FL-17184 Fiberglass Door- Inswing-Outswing (BHI)IC - Drawings\R.-17184 6TH ED (2017)1FL-17184.25.26.dwg, 6 R m m g m T � _ m g O pW p� •'a'' m >o F� •° •C O � a ^ G° co ro O V Z 4 o Z 70 G• :. p y d, ' O.l b° 6 1-1/4• MIN. C51NJL (ryp,J o ' EMB. (iYP.) 1-1/4°MIN. mm EMB. (TYP.J Z .q. M ' Z •° c- CA op .. e. gn �Z oEF .e o 'p CL w a0. N z 1-1/,°MIN. ,o EMB. (TYP.) 1-1/,° MIN. EMB. (TYP.) 1-1/4.14IN. i EMB. (1YP.) ` m p IJ _ Z i °p ,a . x^ ,4 z c n, p A A o ° 0 V ►� m. 31 • m a � - •: r A 1-1/49MIN. �* No.43409 EMB. (TYp.) 1 1 PR DUCT- Docum.m. Prep �� zN cc y \ XQATC UPDATE TO BIH ED. 2017 F8C JADDED ADA O.S. BUMP THRESHOLD JKUPDATE TO 5TH ED. 2014 FBC JK BY PLASTPRO INC. DOOR PP Ed F No 43409 tdt -'���� FIBERGLASS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. VERTICAL CROSS SEC77ONS YY P•O. Box 230, Valrlco, FL 33696 Phone No.:, 813.689.9197 FSPE CA No. 9813 R:\Glents\Plastpro, Inc PERMANENT%A - Florida Product Approvals\FL-17184 Fiberglass Door - Inswing-Outswing (BHP\C - Drawings\R.-17164 6TH ED (2617)%Fl.-17184.25.26.dwg, 7 I N .o M e'.. e 1-1 /4" MIN. T EMB. )TYP.) a. P . •0 � IM m ril ca u. to O C • ' ZN O" e' n T mj m [1 z ryJ' A s. �•.e g� W w •° rn m 1-IMMIN. O m O o EMB. UYP.) Po MY C'SINK q. 1-1/4'MIN. EMB. )TYP.) (TyP•) av r -n of 5 Ii Z m V A ° F5 a O •n {�ii 70 2 ON ffl .. �t A ��to rC °gO o tom �• �3cL ��� �+ n 1-1/4"MIN. < EMB. (TYP.) O •..n z si f71 .. G V � N . vo a •� n t[N�r • O O � O o. p ? 70° . ,v mo ° r_ a N N I Z n p\%t�,$CI-IMHM�l��i�i • i MIN. / No.43409 G j -� e �7k EMB. MB.(TYPJ * m V v Z N 9 00 i IN tNlr � y � UPDATE TO 6TH ED. 2017 FBC KDATE ADDED ADA O.S. BUMP THRESHOLD MBY UPDATE TO STH ED. 2014 FBC )UCT: Ooo —t. Prepared ��j � 9... PLASTPRO INC. Lyndon F. Schmidt FIBERGLASS DOOR P.E. No. 43409 !l/llll\�� " OR ASSEMBLY: rn BUILDING CONSULTANTS, INC. VERTICAL CROSS SECTIONS e/1r U1/ p•o. Boc 230, valrreo, FL 33898 V Phone No.: 813.659.9197 FBPE C.A. No. 9813 L MAS( OPEP 2X BUCKANCHORING CONCRETEANCHOR NOTES: 1. Concrete anchorlocaeors of the comers may be acrAded to maintain the min. edge distance to mortar joints. 2. Concrete anchorlocations noted as MAX. ON C114TWmustbe adusted to maintain the mh edge distance to morfarjohis, additional concrete anchors may be required to enure the MAX ON ClRaW dunendon are riot exceeded. 3. Concrete anchor table: ANCNoa ANCHtNt ltf... MIN CLEARANCE: MIN CLfARANC . -.. ..EMB.... tElVTAiASONRP 7QA.,jJJAGENfi. T)`PE............ UW m 1/4" 1.1/4" Y 4" TAPCON ELCO ULTRACON TAPCON 0 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, a P o.c. sparing of wood screws to prevent the sp98fng of wood. n 5 to 2X BUCK n MASONRY OPENING J 1X BUCK TYP. HEAD & 4) (j JAMBS -4 d `r FRAME i" 2)(BUCK r F TYP. @ • N SILL HINGEJAMB FRAME ANCHORING Masonry conftdion HINGE DETAIL BUCK 2X BUCK I STRIKE JAMB LATCH DETAIL �� um o n z° U N •• 1 p Z p Z p z a 06 oa l S. m aa9! a0 0 E v= 8 cW '1d z o_ 0 Zo 0 W � J W m (w 0 Li G 2 m Eo ]C U ro• Br: AP x rn LFS AMQ ND- FL-17184.25 — 8 al, 12 p II TYP. HEAD MASONRY7- & JAMBS OPENING II MUWON 2X BUCK -,, SHOWN FOR REFERENCE ONLY BUCKMCHOIUNG M A** F9 6�3 z I 2XBLICK e; d zq MASON RY OPENING 1XBUCK 0 ".:z 0 N TYP. HEAD & JAMBS MUWON ON 0 z 0 w C; OT , , ,--,�-SHOWN FOR REFERENCE R. 2 M IL FRAME -/ ONLY E -it a. 2XBUCK TYP. @ N SILL O rc :3 HlkGEJMB FRAME ANCHORING MXEJMR Masomycons1ruction CONCREFTEANCHOR NOTES: 1. Concrete anchorlocations, at the corners may be adjusted to mdntaln the min. edge distance to mortarjoints. 2 Concrete anchor locations noted as MAX. ON CENTER"must be adjusted to maintain the min. edge distance to morforJoInts, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. Concrete anchor table., WVCAOXAWIE: ... ........ .. .. ... .... . . ...... . WnCCLEAgANCE ......... ..... ..... . ..... . . . .. ........................NOHL7R ......... - ................. ........................ .................................. ......... . ffw TAPCONO 1/,r 1-1le r jr LI ELCO No LTRACO 1/47 1-114' 1. Ir WOOD SCREW INSTALLATION NOTES. distance, 1"enrf dkt—n- F 1"n c. cnnrqnn of Maintain a minknurn 518'e,ae wood screws to prevent the spriffing of wood. FRAME ANCHORING Masonry construction 2XBUCK IX BUCK HINGE DtTAIL LATCH DETAIL NE N.T.S. AL BY. AP I 1r. MI. LFS AWM wo_. FL- 17184.25 im 9 of 12 I w N — 0033nGnn 0g9.0mnz Q ?9o°x pomo3o0 0�q � .0 m�Gx. mth zo� a 3 �z �o m qq a a g Or o N�m 3 3IQD 0 omq iD CDph m as o 0 Z z �^ o Z Lin O� 0 j m a z ;o A i MAX. O.C. O.C. (TYP J 4" [---26.13" 1 '26.13"26.13'--1 V F+— ' I m O � 20 ALI >< T F� I 14.S' MAX 6" O.C. (TYP.i ham— ' �h— 24.25 33" Nd.43409 PRODUCT: D—ants PropWtd By— � UPDATE TO UTH ED. 2017 FBC JK UDA ADDED ADA O.S. BUMP THRESHOLD JK UPDATE TO 5TH ED. 2014 FBC JK BY PLASTPRO INC. i(fly Lyndon F. Schmidt F7BERGLASS DOOR P.E. No. 43409 14,. PART OR ASSEMBLY: i �c17�/e BUILDING CONSULTANTS, INC. BUCK d& FIR MEO�ANCHORING YY P.O. Box 230. valrteo, FL 33595 Phone No: 813.859.9197 REVISIONS FBPE CA No. 9813 D zoi a n.w_ eu,�o,uo ceu_m,�reur., w�_ e R141entAPlastpro, IncPERMANENT\A - Florida Product Approvals\FL-17184 Fiberglass Door -Inswing-Outswing(BHI)\C- Dmwings\FL-171846TH ED(2017)\FL-1718425-26dwg, 11 O, U1 a� gI , e. 4H 0.93" N � T� ® ® ® ® i Fes- 3.95' �{ I rr N 00 (7 � � P � 0 O• N � N F � m 0 � 6 , go z o � I � 5 � z V .. 0.25' ,a �ji a, aZ D�.� Z A O 6 6 1.30' SCH 0.75" �J F No.43409 $ PRODUCT: Documents Prepared B7:1/ PLASTPRO INC. Lyndon F. Schmidt ///� ''0�D.�4 oo FIBERGLASS DOOR P.E. No. 43409�����""• m 7jFIF111111\\\ .D, Do y m PART OR ASSEMBLY: K��/ BUILDING CONSULTANTS, INC. I1;1 •r�i PIPa. MULTI —POINT LOCK DETAILS J,1iYY P•O. Boz 230, .659.9 FL 33S9B & COMPONENTS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9513 0 2014 R.W. BUILDING CONOUL-1-8 INC. 3 8 02 17 UPDATE 70 fiTH ED. (2017 FBC JK 2 3 10 16 ADDED ADA O.S. BUMP THRESHOLD JK 1 04122115 UPDATE 70 67H ED. (2014 FBC JK NO DATE BY SILL OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2XBUCKSG>=0.55 WOOD C IN MAX. SHIM SPACE D 1 /4° X 2-9/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4" X 3-1/4" PFH ELCO OR IIW CONCRETE SCREW STEEL I 1 /4" X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J. 1 /4° X 3-3/4" PFH ELCO OR fIW CONCRETE SCREW STEEL K 2XREINFORCEMENT CLEAR PINE SG >= 0.421 STEEL L #10X2-1/TPFHWOOD SCREW IAYMIN. EMBEDMENT) STEEL M #8 X 2-1 /T PFH WOOD SCREW STEEL N 1/4" X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 5- #lO X 3° PFHSCREW - - - - - - srEa 6 SEALANT SILICONE 7 WEATHERSTRIP BY Q-LON FOAM 9 4" HINGE STEEL 10 #9 X 3/4' PFH WOOD SCREW STEEL 20 JAMB FINGER-JOINT-PINE(SG >=0,42 WOOD 21 POLY FIBER JAMB POLY FIBER 22 #7 X 2' PFH DRYWALL SCREW STEEL 29 SIDE R SPACER (ISSLB) PVC 30 DOOR SWEEP ALUM. 31 OUTSWING THRESHOLD BY DLP (QOSH) / ALUM. / WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. / WOOD 33 INSWING THRESHOLD BY DLP ISCS ALUM. WOOD 34 SIDER THRESHOLD BY DLP ISH/ EIS) ALUM. WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075° THICK PLAIT-PRO/NANYAPy =11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE CELLULAR PVC 44 LOCKBLOCK SG>=0.42 WOOD 45 BOTTOM RAIL CELLULAR PVC 46 FOAM CORE POLYURETHANE 47 LATCH & HINGE STILE REINFORCEMENT LVL 50 SIDELITE PANEL- SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 51 ODL LRE FRAME ALUMINUM 65 MULTI -POINT LOCK ASSEMBLY TRIL.ENNIUM BY ENDURA 66 #10XI-1/TPFHSCREW ALUMINUM 69 MULTI -POINT STRIKE PLATE ALUMINUM \\`\\. * o _ M g �U Z •... .... \\ J O m m 11% `0 3 -- i v Z °ZU ) Em m o 1J36° ` g u 9 o a LL C ° �O.O&T� d 3a hvL, (.jam �¢ �� wo 51 ( I�UIEFRAME (- ' Sir., w o5 a3 � o STRUCTURAL SIUCINE (DOW 995) 5/8 GLASS 91fE a a NON STRUCTURAL SEALANT EXTERIOR m 1.OVERALL GLASS THK. o 1/8"ANNEALEDGLASS U O V 0.090" SAREX PVB ' n � a INTERLAYER o o 1/8'ANNEALEDGLASS m W S AIR SPACE 1fir TEMPERED GLASS o N 117-19X1-3/4°PPH AWMWUMSPACER H a w SELF-DRIWNGSMS 51 INTERIOR o o NON STRUCTURAL SEALANT GLAZING DAAIL kg o2na F +L N.T.S. v0. BY. AP [K. BY: LFS wmx tiro.: FL-17184.25 IEEE 12 OF 12 MIA�MI- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE i Sunlast Metal, Inc. 2120 SW Poma Drive Palm City, FL. 34990 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m[amidade.soy/economv 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: I 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 of the Florida Building Code. DESCRIPTION: 5-V-Crimp .032" Alun llnum (min) over %" (min) plywood LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andlollowing 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, acid/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 ands removal of NOA. I 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 consists of pages 1 through 5. The submitted documentation was reviewed, by Carlos M. Utrera, P.E. nb 15-0212.07 MIAMI•DADECOUNTY� Expiraete: 04/30/20 Approval Date: 04/30/15 Page I of 5 ROOFING SYSTEM APPROVAL: Category Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Aluminum Deck Type: Wood Maximum Design Pressure: -176 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: i Test • Product Product Dimensions Specifications Description .032" Aluminum L = varies' TAS 110 .032" (min.) Aluminum preformed metal 5-V-Crimp Metal W = 20.5"-24" panels, painted or unpainted, Roof Panel H ='/2" Min. Thickness 0.03T' Min Yield Strength: �23 ksi. Fasteners #10 HWH of sufficient TAS 110 Stainless steel screw with capped hex head length to penetrate through bonded washer. sheathing a minimum of 3/ie' Trim Pieces L = varies TAS 110 Standard flashing and trim pieces. W = varies Manufactured for each panel width. Min. Thickness 0.032" inch. EVIDENCE SUBMTMD: Test Agency Test Identifier Test Name/Revort Date Architectural Testing, Inc. D9330.01-450-18 TAS 100 10/13/14 ID9330.03-450-18 TAS 125 10/13/14 Valspar 433X515 ASTM B 117 11/21/11 433B173 ASTM D 4587, ASTM G 23 11/21/11 I NOA No.: 15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 2 of 5 APPROVED ASSEMBLIES: System A. 0.032" Aluminum S-V-Crimp Metal Roof Panel — HORIZONTAL LAPS ARE PERMITTED Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood.1 Maximum Uplift See Table A below. Pressure: Deck Attacbment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 installed with a minimum 4" side - lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 1/" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fine ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with hoofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the ".032" Aluminum 5-V-Crimp Metal Roof Panels" and accessories in compliance Accessories: with PAC Contractors Association's current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be fastened with corrosion resistant #10 HWH screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be installed parallel to the roof slope along 'the panel's overlapping ribs (fastening of the center rib is optional) at a maximum spacing as listed in Table A below. i TABLE A MAXIMUM DESIGN PRESSURES ' Field Perimeter and Corner' Maximum Design Pressure -74.75 psf -176 psf Maximum Fastener Spacing 16" o.c. 8" O.C. 1. Extrapolation shall not be allowed NOA No.:15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30115 Page 3 of 5 LDUTATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). 3. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the Roofing Application Standard RAS 133. HORIZONTAL LAPS ARE PERMITTED 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and model. 5. All products listed herein shall have ai quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model #10120107, 8560904, or RF6631 from PAC Contractors Association. NOA No.: 15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 4 of 5 PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL I R>f GENERAL PANEL DESCRIPTION PANEL MATERIAL Steel &Aluminum MIN. PANEL THICKNESS 24ga & .032' Aluminum PANEL WIDTH 20-5' to 24.0" Coverage PANEL RIB HEIGHT 3/ir Minimum Stiffening Ribs & Panel StMbw s ere Optimal aurithchu puipures, Ird stenc:ri is ccntci lib aru wilcuel PANEL FASTENERS: *10 Hex Head Wrad ScmLs Zvi Aleather Sealing Mnbats $.. ..........:. ti PAC ' CONTRACTORS A - ff — -z -_ 9 9 C T 1 I END OF THIS ACCEPTANCE NOA No.: 15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 5 of 5 RECEIVED JUL- 0-5 2018 �T. Ludo ;pcaililEai p NPrrittin MIAMI-DADE --. -- ----- C -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.Eoy/economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under[tbe 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 "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1,,6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be iconsidered 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 and renews NOA No. 15-0512.19 and consists of this page I and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 Expiration Date: October 26, 2023 f n Approval Date: November 30, 2017 Page 1 FYle Copy CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J 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(M 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) ILarge 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 23 8 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(P 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) L it 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, and TAS 202-94 along with marked -up. drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB; dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14 ,0506.01) 4 Manuel Pe Y.E. Product Control Etmilner NOA No.17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc.; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNr1MJED) j 5. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., ,Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under'NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2),Uraform Static Air Pressure Test, Loading per FBC, TAS 202-94 3), Water Resistance Test, per FBC, TAS 202-94 4);Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared, by Hurricane Testing Lab., Inc., Test Reports No. HT1-0080- 0301- 07 for specimen A and B, and HT1-0080-0905-07 for specimen Band C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1)'Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control E r NOA No. 17-4J1 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrumm) 9. '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 4j 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window; prepared' by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under!NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 I 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 06/19h4, 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. 1 Manuel ere .E. Product Control E er NOA No. 17 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 ' CGI Windows and Doors, Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5111 Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on Feliruary 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL' 0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc.; dated 09/21/07 and 10/12/06, both signed and sealed by Vinu I Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI 08-4287 and HETI-074298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., 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, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel er . Product Control E m' er NOA No. 17-0 8.11 Expiration bate: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. • NEW EVIDENCE SUBMITTED A. DRAWINGS I I . 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 13, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E: B. TESTS 1. None. C. CALCULATIONS. 1. None. 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 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 — Saflez and Saflez HP Composite Glass Interiayers 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 "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" 1Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per E. Product Control E m' er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 a 0 Y4 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SaE/T1PE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE SrEP 4' IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (51H EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MUWON/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCRIRE SEPARATE CGI MULLION N.OA. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. 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. �I •...... ��� Q '• ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.•V MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED ;• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. an complying with tho Fiadda ' THIS PRODUCT APPROVAL IS LAND DOES NOT INFORMATION Building Coda NOA-No. 17-091B.17 •� T, L IS PRO FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Q CF � OF SIRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, Fxplratlon Data 10262023 '• OplOp,:' •. .. AND TO BE REVIEWED BY BUILDING OFFICIAL 0,�,,, ,,,, a,,, ,,,� _,• ,,, �YAIo�\\1\t •Y �p qaq Z y 3 o� q� Z ^ o d 5 to 0O=.` M L otwm oom'm Or=Z� o 0 IL 0 ' 04telY =Is« a a�mf� N V � � i g �t drawing no. N98-10C 9 , N ]+� o N I I K 1 EXTERIOR WINDOW HEIGHT WINDOW HEIGHT 3/4• VENT HEIGHT VENT HEIGHT 3/4• OD.L. OPG. D.L OPO. O _ V N Z D W m �1 m Gyr: W Z1 U) -_- -------------------------------- o El I I � I I 10 r I v i I � I It � z II I N N DDmm N• y(� p� -W yF� SIi � p 3; }y C 6 WINDOW HEIGHT 2 C �_ F o . o y� -p1 x VEIN HEIGHT o i f WH-1 1/2• D,L OPG. gm WH-8 1/2- o m oIN W 6 � 0 0 m 6 zal • H -� •J 2} y t` 16• -off 8• MAX. JAMB � CORNERSF y c d 17' MAX. SEE SHEET 6 '�/jT11111110 ('y' FOR CAOACHY armii els one:�SMES-238 ALUM OUTSMNG CASEMENT WOW. (LM.I.) qL-FAROOQ CORPORATIONp 0no G 0 G9c on a cob H 0228.13 REV. PER RER COMNORS CGI Windows Ofld DOOT9� InC: NGINEERS8,PRODUCTDEVELOPM- 1 04.25.14 NO CH MGE T G VHM 9380 SUNSET DRIVE. SUITE 220TJ 04.10.15 NO CHWGE THIS SHEET 10100 N.W. 25TH STREET MIAMI, FLORIDA 33173 (CA�N. 3.538) - /. OSM.17 UP TM TO 2GnEDc MIAMI, FL 33172 TEL.(30E)204a100 FA%(305)2G28970p TEL. (305) 593-8590 FAX. (305) 593-8592 COMP-fJJL\W98-100CG1 ALL FRAME AND VENT CORNERS TO BE SEALED wml GE SILFRUF OR EQUN. F [-2.625 625 F 1.000 2625 2625 CORNER KEY CORNER KEY 13 0 .060 THICK ST. STEEL 0 .062 THICK ALUMINUM �2475 L757 f • o V U �Y L307 .090 TYP. LBI75 O b.m 3 ]� "� .720 .080 TYP. 2215 24135 L43B O s N @ U 1222 O n LL FLANGE FRAME 0 VENi .(5/16' LAM. GLASS) O o 2075 .768 1.757 O .0cc 90 TY� yw 6 1.057 L075 CZ O E a 2465 27JT5 --11 � ].43g 0 .080 s 1.624 U i 3' C fA EQUAL LEG FRAME ® VENT (INSUL LAM. GLASS) t y G1 n L757 0 r r=M PART # QUANI3TY DXSC8IPEEuX YAT861AL 1fANF./BGPPDSR/RS6{AiC83 1 CG1-373 4 RANGE FRAME 6063-T6 INDAIEX OR EQUIV. to 001-397 4 EQUAL LEG FRAME 6083-48 DIMLEX OR EQUN. 2 CGI-378 4 VENT (5/16' JAM. GLASS) 6063-TS INOALD( OR EQUIV. 2B CGI-381 4 VENT (INSUL NM. CLASS) 6063-T6 WDHD( OR EQUN. 2C C -3115 4 WINE (7/16' LAM. GLASS) 6083-TS INOALE)( OR EDLLN. 3 OGI-375 4 OGEE GLAZING BEAD 6063-T5 INDYLEX OR EQUIV. 3A CM-396 4 SQU4RE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNEA KEY ALUMINUM - 5 8 .060 THICK CORNER LEY sr. STEM - 6 AP--425 AS REQO. FRAME WENTHERSTRIPPING SCHLEGEL APTUS 7 0250-K-190 AS REOD. VENT WEATHERSTRIPPING SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 RAR HINGE AT TOP AND BOTTDM STEEL TRUTH. ATTACHED W/ (6) 08 X 3/8' SS SMS 9 24-13-00-2 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/V SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH - 9B - 1/ VENT MUTT POINT LOCK - INTERLOCK 10 - 2/ VEIN .110 THICK LOCK KEEPER AT FRAME ame FACING LOCK STEEL CGI. ATTACHED W/ (2) 010 X 3/e' SS SMS 11 1 - OPERATOR (OPTLDNAL) STEEL. TRUTH. ATTACHED W/ (2) 08 X 3/8' SS SMS 11A 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30176 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) 98 X 3/8' SS Sus 13 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1-1/4' SS SINS A�9- TT'P—.(��1j C n 1.875 720 N L438 = 3 M n h m CZ� 113747. O 2c VENT (7/16' LAM. GLASS) O Q v U �"• f O 083.754 383D E+ --1 .617 o L4 € 4 R 0 CGI-375: OGEE GLAZING STOP 608 .830 ri -� om`1�9R PRODUCT REVISED 6174. 0 o 11711 Y as complying with the Florida ` o = e ' $ BuIldlin Gode ® CGI-396: SQUARE GLAZING STOP ..In.. 1T-0918.11 � `tttLt u u uAv7j Expiration Data 1012612023 AH A/A BY �' • uG�✓>F g Mlam ade Product on OF drowing9 no. • , omDa..�a� W98-100 ��77iAA fl1d41 �At``�� sheet 2 of 7 I AI111111 m z G7 O Ov 5� 0 � Oz m >�fl mmv1 6�0 czoZ 4, ? a! Or 0. ic O Fn W 2 uN M mznIn y 0 I G7 m � v D" N O m t O N 0 O� N 4 g 1 b N 4 W N G N ♦: C N 4 m N O m+ 0 I g aa a ro m m o m .. m o c�� b � o 0 0 0�� m o c o 0 0 gI� 53 V � 10 p m v, � 0 0 0 0 0 0 0 0 0 o a o 0 o b o o c o o a o 0 0 0 0 0 0 .... V a B c o o p o o o 0 0 o M m b b p o b m P 0 0 0 0 0 0 o b 0 b b o o b ago'oJJ o$og'ob'rG og=goo boP. 0 o p N m N o m u� '•`ii 0 0 0 0 0 0 o c c o 0 0 0 0 o c c b b �0 D 9 �fmf� �P (+�� NS ao0 g omoC Fig =`J• c�ia 9� ° i; mM C cPrE 25.14 B0e..11 REeYs. R RFoAn MYDIIS COON GDOZAL REMI 6 NMUYER REV. D.17 UPDATED 10 2017 MD os too 'C O M� of MIN. TYP. IO 0 o o Q D m 0 0 0 c •i m N o b o c o 0 0 0 o o v m e m0 f o i c p o o o to o b b b o o Q 00000SSSS000� l O O C m O C O c C 0 P. O V N u 0 0 W Ime O O N N tmi, N N N o 0 o c c coo o 'b SERIES-238 ALUM OMMNG CASEMENT WDW. (LMA) AL-FAROOQ CORPORATION ENOINEEFI_S EI PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33J.73 (CA.N. 3638) TEL(a0S128FA)LCa`7 a CGI Windows and SOOTS, InG.; 10100 N.W. 25TH STREET MIAMI33172 TE.3FL593-6590 FAX. (305936592 OMW CGI f e ' 1/8' TEMP. GLASS 1/B' TEMP. GLASS AIR SPACE AIR SPACE 1/8' ANN. GLASS 1/B' TEMP. GLASS 075' Saflez CP YfdF1 PET Care .075' Saflez CP With PET Care By 'Eastman Chamieal Co.' By 'Eastman Chemical Co.' .090' Saflez Clear And Color Glass ..090' Saflez Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' INTERLAYERS 09V SentryGlas RNTERLAYERS .090' SentryGlas By 'Kurarcy Amedca, Inc.' By 'K-ramy Amedco, Ina' .096' Trwlfol PVB 090' Tm0.1 PVB By 'K-my America, Inc.' By 'Kummy Amerlca, Inc.' 1/8' ANN. cuss 1/B' TEMP. GLASS SILICONE SILICONE GE-12M GE-1200 DOW 995 i DOW 995 DOW 899 DDV 899 XL EDGE SPACER XL EDGE SPACER ' ST. STEEL BY 'CARDINAL' SETTING BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS OR 2/ LITE ' OR 2/ LITE DURASFAL BY 'OUANDC EPDM DURASEAL BY 'QUANEW EPDM OR DUROMEIER 8515 ' OR DUROMETER 8515 SUPER SPACER BY 'OUANEW 3/4" INSULATED SUPER SPACER BY 'OUANDP 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A, PERFORMANCE VALUES OF WACT RESISTANT WINDOWS NO SWUM REQUIRED RGER TO SHEER 3 TIM 7 FOR e6TAUJOHN DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 511Urra" REQU6ao FUTM TO SF4TS 5 7HRU 7 FUR 267ALATON OLTAILS PERFORMANCE VALUES OF DPACT RESISTANT WINDOWS NO SINIRFD RS IOWA RUTH M SHEETS 5 THRU 7 FOR 0WALLCON DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WINDOW DDIB. GLASS TYPE 12A' GLASS TYPE 'ILA' WINDOW DW. CLASS TYPE '2A' GLASS. TYPE '9A' WIDTH HEIGHT EXT. (+) INT. (-) ENT. (+) W. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. C-) WIDTH HEIGHT EXT. (+) 1NT. (-)I EOR. (+) 1NT. (-) 20' 24' 28' �• 32' 36• 40' 42• 36' 110.0 1943 110.0 195.0 20' 24' 28, 30' 327 36' qp' 42' 98.8 112.6 110.0 195.0 19-1/8• 26-1/Y 37' 1 42' 26• 110.0 195.0 110A 195.0 110.0 Is" 110.0 195.0 85.8 85.4 110.0 120.D 110.0 203.0 110.0 195.0 110.0 130.8 110.0 195.0 76.7 833 710.0 120.0 110.0 145.4 110.0 195.0 110.0 120.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 'k 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8' 26-1/2• 37' 42' 38-3/6' 110.0 190.6 110.0 195.0 1079 1079 110.0 195.0 64.8 84.0 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60,0 - - 98.5 98.5 112.0 120.0 92.5 925 1 f 0.0 120.0 60.0 60.0 86.8 869 1 110.0 1 120.0 20' 24' 28' 30, 32' 36' 40' 42' 42, 110.0 166.5 110.0 195.0 20' 24• 26' W66' 32' 36' 40' B0.7 '85.7 110.0 169.0 18-1/B' 26-1/2' 37' 42' 50-5/8. 110.0 144.5 110.0 195,0 110.0 13B.8 i1D.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 195.0 t10.0 118.9 110.0 195.0 1 642 64.2 1iOO 120.0 74.7 74.7 110.0 120.0 110.0 11L0 110.0 195.0 60.8 60.9 110.0 1182 65.8 GS.B 110.0 120.0 1G4.1 104.1 110.0 120.0 S7.5 57.5 110.0 1122 19-1/8• 26-1/2' 37' 42' B3• 96.7 1D4.2 110.0 195,0 925 92.5 110.0 120.0 saga 60.0 - - 74.9 77.9 110.0 120.0 B33 833 110.0 120.0 . 60.0 60.0 - - 60.0 60.0 110.0 117.0 793 79.3 110.0 120.6 20' 24' 28' �• 3Y 36•' �• 60.4 66,4 110.0 120.0 60.0 60.0 20' 24' 28' 30' 3Y 36, 40' 42' 48' 110.0 145.7 110.0 195.D 55.1 W 1093 1D93 19-1/8• 28-1/2' 37' 74-1/4• 63,0 13.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 4" 953 953 46.6 46.6 ti09 909 164.1 104.1 110.0 12aA 48.0 46.0 89.8 89.8 59.8 59.8 97.1 97.1 110.0 120.0 43.6 43.6 85.0 ' 85.0 37' 77' 563 56.3 - - 91.1 91.1 110.0 120.0 G0.0 MO # LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY'INETRLOCK' 9B IS USED 1k 1k SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE. LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SO. FT. 1i in n -1 or n Dcp, , 1 n nn cn c-r B0.9 80.9 110.0 120.0 3Y 38' _ 76 60.0 - - 725 72.8 1f0.0 120A 60.0 - - 69.4 69.4 110.0 120.0 ZO' 24' 28' 32' �• 520 1013 1013 20' 21V 28' 30' 32' 36• 40' 4z' 110A 1295 110.0 195.0 43.8 B5.4 85.4 98.0 1079 110.0 1S5.0 M41.5 38.1 743 743 92-5 92.5 110.0 12&0 60.0 - - 84.4 863 110.0 120.0 20' 24' 2B• 30• 3z' sa' 41S BOX 80.3 80.9 110.0 120.0 34.9 6BA 68.0 719 719 n0.0 120.0 545 54.5 - - 848 54.8 110.0 120.0 51.2 51.2 - _ e1.7 61.7 710.o 12aD 483 48.3 - - �v a q A A 9 30.,E i SOUAE BEAD ORPTIONAL C j o n ALL cuss TYPES v °, pave 00 N K � qa Q � (a � c � N 0 {-� 0 J O ic 5'c � O=No t- r 00. N � 'U 3 `i 3o-n PRODUCT REVISED as ComPNing with the Florida Building CCode NOA-Um 17-0918.11 Expiration Date 10/26/2023 By Mlam atle Produet NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ., ........... l'IIBf y��i�� •n Y� JJ D J 28i% = IE DP F� drawing no. : .... �G`�o W98-10C Y • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES] FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING ' SEE SHEET 6 FOR DESCRIPTI�ON ' 'IT j tl I ' a G. Ile a: 'I' MINH 2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1�INi a IP 2 7/8' ^1 a BUCK INSTALLATION BY OTHERS 1' tUK INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MAZER PRESSURE TREATED TYPICAL INSTALLATION ON ALL FOUR SIDES/USING DETAIL WOOD ALUM CHANNEL 3/4' X 1' X 3/4' X 1/8' 2-1/2' LONG AT ANCHOR LOCATIONS ,.4- TYPICAL. ANCHORS SEE M". FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4- I SEALANT k 1- MIN. 6 1MR Z-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD �g • y � a BUCK INSTALLATION BY OTHERS 1' MIK INSTALLATION 7YPE '4' WOOD BUCK TYPE '4' MAIEHIAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY OGI CORP., MUST SUSTAIN U LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT. ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE WITH SHEAR CLIP TYPICAL ANCHORS 114Ty �Y o_ -SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Ot(, g qW W m 3 4 METAL STRUCTURES.8 Q f N a THK. MIN. Ogg Oc cOIL V 7Nent 0 iLO o �yd I 0Czr � O j%U) Q�Wf� O N 2. C1 I ATTACHMENT TO 5 METAL STRUCTURES n at MIR w z TYPICAL ANCHORS SEZESPIR SPACINGSEOR c DESCRIPTION 3 NM I m �z� 3o-v 8 ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED m--piling with tho Florida Bonding code .CIA -No. 17-0918.11 ExDlmtian Date 1012612023 �t•�i� 1 7�0592 �'� 0 L) �J�! �Q •• OF•6y'`� drawing no. ''A�s/�I�A1iL�T�` sheet 5of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO AT,L FOUR -SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 7YPICAI. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPROONN� I 11 I s o •1' •MIN. 2-1/e WN• - - INSTALLATION -TYPE '1'' WOOD -BUCK-TYPE-'1' WATER PRESSURE TREATED TYPICAL INMALLANIGN DEfAI ON ALL FOUR SIDES/USING WOOD 6 �I d 13/6' �f ' a 2 7/8' BUCK INSTALLATION BY OTHERS 1" MIN. P INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a s o .1 MIN. 2-1/2' MIN. -INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 6 1l II 11 I a c L-1 ATTAC MH ENTBUCK INSTALLATION 13Y OTHERSAPPROVED MULLIONSIN. PRODUCT REVISED as rnmplrIrg with the Florida m = = = INSTALLATION TYPE '4' WOOD BUCK TYPE '4' BuLldinB Code a o ,MATERIAL: PRESSURE TREATED NOA-No. 17-0918.11 m B 3 Expiration Data 10126I2023 TYPICAL INSTALLATION DETAIL By �11 ITYr ON ALL FOUR SIDES/USING WOOD mom ado Product Con �`����• �i� e yP•��cENSE•• 70592 � Q O COW W� Q '••. TE OF drawing I MIDI" c�`�.` W98-100 �/rl /111111L1 sheet 5.1 of 7 W o P A 0 V 0 0 i g N o m N Ya m A N N J. W W 4• E•l i o i R l'i i.• O N O Si W W •. O N O m • • m : o S. O O J OI m o In �4b •om Yn' is 0 u J. 0 �, 0 0= P �+' U/ O m o N .. A Ei 1:1 o m Ul O m O N N o b L• o L o b :p o o m b b iP b m u H Cmi w b,b b uo m b o zy O p v n s mN c �o (11 N b N U+ . N A IJ O Ili 41 N In in + O N N fA N N N O m V N N N N U N m � (N+� ++ m+ O tl W U N O b O 0 o m b o O b 1.1 0 0 0 0 0 0 o A o O V m m b C O b G la IJ I. fa 0 0 b O i. 0 0 0 0 0 0 o f- r• 'a 9 mN8N 1, I. Sb �'E6J GH F w5,wmmi F� P.'p6k% m rw�mN,'oa "moo to b i. :I i• w H G s io a a o G tr m .l ♦ b m H w b b H L [a m m P. o N :, o o, b, a n Z: In m i. b G m m >n it :I H O m b" I10 V to m W Z b m w o c m b to b Af L• to H b a 70 > b m �• N :J b O O n 1 W N A O N 4 m O W1. 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AL-FAROOQ CORPORATION to ENGINEERS& PRODUCT DEVFlOPMl7T(f CGI Windows and Doors, Inc. 9360SUNSETDRIVF•SUIT= O a bi TAxla 10100 N.W. 25TH STREET MIAML FLORIDA33173 (C.A,N. 3630) `. p'o MIAMI. FL, 33172 nE. t',aoD� 26"ID0 FAX (305) z5z,697E ohk •Y• •IEL (305) 593-6590 FAX. (305) 593-5592 COMP-ANL W98-100CG1 no a e eacn on x 022R.13 REV. PER R[A CONNENIS 1 04.25.1t DFNEIW, ifFV'SON a a,lats xo cltv+c[ rws sTdi•.7 K OBA0.1) UPDATm TO TD77 FBC ya� yy NN LL,, NN N J. > AA ..PP NN NN a m A 0� O m N O . • �•ON 11 •Q C71 ��� m V 'O O O V b N V' O O W m (pp, r m W! 0 0 0 i• m r O m 0 V In 0 y 0 0 0 0 +� ml p o o ♦r u b Ia b i b to i. b b 1n m b b o m (,i •`oO o 0 0i o b y� m e g o m o b b b o o O I W 1 > I • O 00 i mNm i i� i • �yy] p D 8-0 �-� 1ro� r1* z� GG���• v O zz� f•l O z� m O �. v v m 4m �* 3 mm0 m0 I tt $ I'll p B 0 O �0 A� M 00... 90 50 i U] zA -imm :z 8COG 2 i y Z I 08 ~ 11 0 O {OR, f1 m N 3 O Z s z � L9 O G: W 0% z� 14 V �. J I tr � I J• m" °' N U 1• � A t,, 1 1� • � \m m m : i : \ i' \ \ •m1�.• m N � m ray � t7 •� y�y •ppjyppp y>o m .p: j W IN I N m i m � • � p x o N?? mm o$ b m b A (m to � n m m o b 'o � (� o o 0 0 0 0 o Y W d O A o O N 0 0 fa O •• FJ o ro O o o O J O O A N c c I 1/4' W. 8 N SHIMS o g OO �iQ JmA m= SM/LS� = L Nm0 3bm F y N N 0 1/4• MAX. F N A SHIMS � m lu 110 8 A O 2 c� a n 2 m 'f0i'f0i rn vp� snlMs xy>4 a b t mIn i E� F� C escn ion SERIES 230 ALUM OUfSWING CASEMENT WDW. (LM.I.) REV. PER RER COMM CGI Windows and Doors, Inc. NO+mAE E THIS 10100 N.W. 25TH STREET NO UPDATED T 201 FBC MIAMI, FL. 33172 uPwam ro wn.r6c ' TEL (305) 593-6590 FAX. (305) 593-6592 AL,FAROOQ CORPORATION' ENGINEERS & PRODUCTDEVELOPMEM' 9360 SUNSET DRIVE, SUITE 220 - MIAMI,FLORIDA33173 (C.A.N. 3638) TEL (305) 26491OO FAX (306) 26"0 s ' CGMF-ANL\W9B-100CG1 i V ' DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 RECEIVED JUL 4 2018 ;3T. 6li l J�!h�`l INOMIC RESOURCES (RER) I MIAMI-DADE COUNTY iIPJ CT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 AHJI (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 ekpense 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 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 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 Expiration Date: August 08, 2023 bL�+el2o+ Approval Da te: February22, 2018 File C®page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r 1. EVIDENCE SUBMITTED. ER PREVIOUS NOA'S A. DRAWINGS . f 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. i 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-I 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, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th 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). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No;. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance Na. 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. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' 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 SUBNIITTED 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 6tn 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). 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 f E. - MATERIAL CERTIFICATIONS 1. Notice of Acceptance'* 17-0808:02 issued to Kuraray America., Inc. for their "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 N;o.17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflez 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® Otraclear, 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 Farobq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. ! G. OTHER 1. This NOA revises NOA! #14-1015.04, expiring on 08/08/18. 2. ' Test proposal #16-09471 dated 07/26/16, approved by RER. 44 orge M. Plasencia, P.E. Prodidd Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February22, 2018 E-3 I SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDEIMS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDE=. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6'TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL ANN. GLASS 075' Sanax CP With PET Core By 'Eastman Chemical Co.' 090' SGfI.x Clear And Cola, Glass —INTEFCAYFRS By 'Eastman Chemical Co: 090' SentryGlae By 'Kummy America, Inc.' .090' TrosRal FVB By 'Kuraray America, Inc.' �3/16- ANN. GLASS sucoNE z 453 � /4 POINTS GLASS TYPE 'A' 7/16- OVERALL UM. GLASS GLAZING OPTIONS INSTRUCTIONS: 115E CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASSO ON WIND VELOCITY. SM. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE QQ AND DOUBLE ()IX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SDELITE PANEL (0) CAPACITY SEE SHEET 3. FOR SIDWTE COMBINATION WITH DOOR STEP 4 SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16- HEAT SIREN'D GLASS 075' S flex CP With PEr Core By 'Eastman Chemical Co.' .090' SaOex Clear And Color Of.. INTER1AYER5 By 'Eastman Chemical Co.' 090' SentryGlas By 'Kuraray America. Inc.' .090' Troailol PVB By 'Kumnay Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOWEL 995 DOWSIL 1199 GE-1200 38 \ I i \ 1 \ 1 K 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16- OVERALL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code z NOA-No. 17-1226.05 .9 g Expiration Date08/08/2023 B y o W MIamW a Product Central DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o " h SHUTTERS ARE NOT REQUIRED. R m$ a m S moo `tttt 1111111 /rLr'''' n FEB 15 2019 q 0592 n'a` drawing no. W 11 3-01 3/16' TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS 090' Intedayer Vsdiax � Call, Wall �r3/16' NEAT 5TR�EN'ID GLASS _- - z z 1^ XL EDGE SPACER n fST. R STEEL BY 'CARDINAL' o \ DEAX' DURASL BY 'OUANE .O \ / SUPER SPACER BY -QUANEX \ / OR / KOOISPACE 4SG TPS BY 'KOMMERUNG' T.AT 1/4 POINTS GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS S/16- TEMPERED GLASS 3/6" AIR SPACE 3/16' ANNEALED GLASS .075" Interloyer Saflex CP Y(dh PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE OOWSIL 995 DOWSIL 899 GE-1200 \ z \ \ 12 XL EDGE SPACER STT. STEEL BY 'CARDINAL' O OURASEAL BY 'QUANEX'OR . \ / SUPER SPACER BY 'QUANEX \ / OR / MOOISPACE 4SG TPS BY 'KOMMERUNG 53 AT 1/4 POINTS GLASS TYPE 'C2" 1' OVERALL MSUL LAM. GLASS GLAZING OPTIONS r' ��V U n P m 3 O em q -0 U 0 e IL wg x C Otiupi° Cl C vi m Q Loo 0 �� wp n ze z41 3/16' TEMPERED GLASS 3/8' AIR SPACE a$a� J Z m _ QwmS� 3/16- ANNDLED GLASS 0 090' Sentryclos INTERUYERS-F Dy Kuroray America. I—' _ _ ` n .090' Troeifol PVB By Kuroray America, Inc' J C I N 3/16HEAT STREN'DCLASS Qo % SILICONE `�' O w n DOWSIL 995 DOWSIL 899 GE-1200 C 38 .I \ M U ri 12 i M 9 ? n XLEDGE SPACER ST. STEEL BY 'CARDINAL' - Z o OR o — ` DURASFAL BY 'QUANEW \ / 'QUANEX' C.) \ SUPER SPACER 8Y / OR / KODISPACE 4SG TPS BY 'KOMMERUNG 53 AT 1/4 POINTS GLASS TYPE 'CS' 1" OVERALL INSUL LAM. GLASS o e PRODUCT REVISED the 2S COMPlying with Flollda BuRdTng Cod. HOA-No. 17-1226.05 Expimucm Data 08108/2023 BY c a - d Mla induct Control n m o �. . FESI31018 ��.... Jam.Q. a I ` 70592 OF ��ly`� drawings n0. AAr1A111111111 � aheetl.lof�3 HINGES SEE NOTE-� BELOW II 0 �_ II !E m 0 a a ro 11 it _� II \�i u\ e A I I \ I I 1 n ACTIVE .ro 281/4' rc D.L. CPC. 2 ANCHORS TYPE 'B' AT STILE ENDS CHORS 81 1/2- q'. 'W OR 'C' DOOR FRAME WIDTH TILE ENDS HEAD/SILL 3' 66--���II1 3' SEE CHART FOR QUANTITY HINGES CORNERS-- SEE NOTE A BELOW , I — / 1 FLU BOLT C / i SE &k7 EEE— 11 ' m 3 POINT LOCK � � a o - � —SEE SHEET 10 1 n J II X 11 / \ o Ir ACTIVEONACAVE TYPICAL ELEVATION (X ) DOOR OPTIONS l 28 1/4' B 1/4' L ul v DL OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION _ SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF GLASS TYPES 'A'. 'B'. 'Cl'. 'C2' k 'C3' FRAME WIDTH 0f) WIDTH (X7() HEIGHT LEAF V= THRESHOLD TYPES LOCK SETS INSOL GLASS SPACERS STD. ADA SCH CC BLOW CXL K00 OLUN 37-1/4- 12' 96' 35 BO-O 70.0 1 80.0 1 80.0 1 80.0 1 80.0 B0.0 80.0 42' 1 81-1/2' 96' 1 39-3/4' 1 80.0 1 70.0 1 80.0 1 80.0 1 70.0 1 70.0 NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED 70 AND S NOTE: PERIODS OF HURRICANE WWPtFBNWNG.. NG GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 HEAD ANCHORS OUANTNY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' I/4' 4 4 4 3/8' 6 6 6 1/2' 7 7 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL ffiNGgS: 4' X 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EOUALLY SPACED LOCK SETS: (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ( SCH m SCHLAGE (41 HINGES PER LEAF ABTD ABOVE 35- LEAF WIDTHS (S. THRESHOLD) CC = COPPER CREEK 4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - BALDWIN GLASS INSULATORS: CXL CARDINAL XL KOD KODISPACE CLAN = OUANEX DURASEAL DUANEX SUPERSPACER FEB l 5 2018 PRODUCT REVISED se comP1121 with the Florida Building Code DOOR D.LO. DIMS. NOA-No. 17-7226.05 D.LO. HEIGHT = FRAME HEIGHT — 12.875' Brzpl-tlon Dab 03103/2023 D.L.O. WIDTH (X DOORS) FRAME WIDTH — 13.75- D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 25)/2 By TAiam Pro ue Control i m No 0592 •�Ey� drawing no. %.4��:' •ate`: W13—ol v iq w�iw iol A0 A I lo00oIo0b$1Aoo$ay bbbb b bb bb bbbobby.- �9 V l O) m b b m b b O W I b Ol W b b o b b Ot Ot bbbb O1 O b of ±� O s a000�ooSSSSS�S�, b O O G 0 O O O O b O b b O b 0 0+ K b o b b S S$ b b S b b o S b o S 8 0 0 S S 0 o b o 0 o o ro �m a000b mmm N 10-1- o b bb b o o 0 0 0 b b b o b b b b b b b o b o o b b P' I a 000ci cN tt1 a un� �WNN o N� �� ro f.I msS 1n O H Z o 0 I I I A m� yO Yi pn N J NgV o y !a 0 0 In .H In O0 .0 O O { j O X O ECEy Q_ryn N o O6' MA%. FRAME HEIGHT 63 1/8- i 1 B El I 16'I 6' MAX.• JAMB JAMBS CORNERS BzB CORNERS no c e Y escn ion C 4.151 1 NO CHANGE nUS SHEET 0 oux-51 I REV. PER RER COnNEMS E 11.18.17 OENEf01. REVSroN F 02.f 3,15I NO CHANGE 7" SNEE1 m om io o ID Z w J T # orp. Z m i I f m # 2 $ SERIFS SENTINEL 160 ALUM OUTSOG DODR (ILN.I.A.B.I.) AL-FAROOQ CORPORATION a CGI Windows and Doors, Inc. ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 10100 N.W, 25TH STREET MIAMI, FL. MIAMI, FLORIDA 33173 (U.N. 3639) 33172 TEL (305) 597-6580 FAX. (305) 59a-6s9z TEL.(305) 2644UDD FAX (305) 262-69TB - 3 o O m O-nZ O A ofn fnO oA�oo 0 . r E�oE$� �Za� Zo��N F � m N �u �S ohs �o i O O u uu 1 1 e f A 5j e 1n o n N m a q H6 w u y m c$ o a o 0 b b 0 0 o a ^8 o V o I N�.lmom m A b Lib eoo b mSS�S o o b o gmmo'mo�omm� eo b b b b 00 b b oe b o V x z F1� FRAME HEIGHT. i= M� 1 \RD" w ) / I �U�.n111+1 nIH \ / N>p 2 O OR 1 / \ 0 `\ wmv\�//. 11 40% x n 1 1 1. SOO SENDNEL 160 ALUH OU)SNNG DOOR (LILE/S.ldl.) AL-FAROOQ CORPORATION B CGI Windows and DOOMS, Inc: ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 10100 NX 25TH STREET MIAMI, FLORIDA 331.73 (C.A.N. 8598) MIAMI, FL. 33172 1 TEL (305) s6s6wo FAX (308) 262A978 Q TEL. (305) 593-6590 FAX. (305) 593-6592 COMP—ANL\W73-01C I i L I 0 i S 4. ---- A p•. ----- -- •a z r A ' o Z A 22 3 z o 4 1/4• MAX. �a SHIM m �a e � lup A 4 [[11 i S g I a co I-+ tJE c m 3� zm�1y �i • 7 •Oi1 • .4.,�` f1 i N m '• e a o- o W N y a dotm 01-03-13 ravlsions: no a e 1(O!I1 10o! cdert.Di6oy: 3/TAgR` iO� 1• CD 0O5B..01i43..1167�REM 5 11. sirhk by, s EXTERIOR 0 MC.- SERIFS SDMNEL 160 ALUM OUMMG DOOR (LM.I./S.MI) qL-FAROOQ CORPORATION a CGI Windows and Doors, IryC: ENGINEERS& PRODUCT D:22. ELOPMENT 5360 SUNSEr DRIVE, SUIT10100 N.W. 25TH STREET MWMI, FLORIDA 33179 (CAN 3638) MIAMI, FL. 33172 TEL (305) 204 3100 F(306) 262a978 TEL (305) 593-6590 FAX. (305) 593-6562 CoMP-ANL MP-01CGI i 30D BUCK TTE SHEET 1 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 A rc7TTWP=�L Z 0� S p M �mY QE 0 So+ n p TYPICA.L ANCHORS SEE ELEVATIONS HORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- Ile DIA.ULTRACON BY 'E1 CO' (Fu-m KSI, Fy-m KSI) MIN. LENGTH = 2-3/4' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN_ PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1 /4' DIA. ULT13ACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS). (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE RATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE.- 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 20M PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS] 11� �Y U o j l MIAMI-DARE COUNTY APPROVED I I it Z n _M 3 II CLIPPED MULLION 1 !SEE SEPARATE NOA I 0 y O U d0 W N �Yt �NWu �FOC n MR TYPICAL TYPICAL ANCHORS 01 a r� SEE ELEVATIONS 0 a O FOR SPACING G 6 Q We Z 0 H_ LLzM-O Q W 0 O s d C is - M 0 ^ � w n � N C $ Oc' 0 O PRODUCT REVISED as complling with the Florida B°nding ode NOANo. 17.1226.05 E.apimeon Data 08108/2023 By Mlam a roduet Contm FEB 1 5 2018 \inl-lrrrry - q n OF drawing no. Vic? �' W13-01 L \\ iiN sheet 6 of13 3� zmg9 �O__m � �So om�Cc ' � • QQom'' o Y i i; O t o i 3 Ma a $ N a (a Y 0 O tzf yH r Lr 3 aat% at-OS-13 W dr. hY• TA910 O 'o chX. by, SEMES SENfMEL 160 ALUM OLNb G DOOR (LALL/I CGI Windows and Doors, Inc: 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL.(305) 593-0590 FAX. (305) 593-55�. V >F> NO O 4 x yOy + N A4FAR000 CORPORATION a ENGINEERS &PRODUCT DEVELOPMENT 93GO SUNSET DRNE, SUITE 220 MIAMI, FLORIDA 331.73 (C.A.N. 9538) TEL (305) 26"100 PAX. (305)262-6976 ��f( A a dole: Ot-03-13 0 (A 1O dr, hy: TA910 " " EXTERIOR p O LOAD BEARING SHIM ps � Ell � a' i 'm N m N N W SERIES SENTINEL 160 ALUM 0UUNG DOOR (LM,L/S.M.L) AL-FAROOQ CORPORATION a CGI Windows and Doors, ITIC. ENGINEERS& PRODUCT DEVELOPMENT 8360 SUNSET DRIVE, SUITE 220 10100 i`I.lill. 25TH STREET =I, FLORIDA 331T3 (C.A.N. 3538) MIAMI, FL. 33172 TEL(300)2843100 FAX C3os126-9v3 TEL (305) 593-5590 MATERIAL MFG. /REMARKS 6063-76 KEYMARK / SAPA 6063-76 KEYMARK / SAPA 6063-T6 KEYWUtK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6053-To KEYMARK / SARA 6063-T6 IKEYMARK / SAPA 6063-TG KEYMARK / SAPA 6D63_-TS KEYMARK / SAPA 6063_75 KEYMARK / SAPA 6063-TS KETUARK / SAPA 6063-T5 KEYMARK / SARA 6063-T6 KEYMARK / SAPA 6063-TS KEYMARK / SAPA 6063-75 KEYMARK / SAPA 6063-76 KEYMA X / SAPA METAL M PROPRIETARY ALLOY. STEEL CGI PROPRIETARY BRASS SM.MN BRASS SCHLAGE BRASS. STEEL COPPER CREEK S. STEEL S. STEEL - S.STEEI_ S. STEEL - NYLON CGI NYLON CGI NYLON CGI S. STEEL CGI CAST (ZINC) CGI ALUMINUM CGI PROPRIETARY BRASS HAGER S. STEEL KAGER STEEL - PVC PROTOTYPE ULTRAFAB PVC AMESBURY - AMESBURY ALUMINUM S. STEEL PROD as on S STEEL - euildin S. STEEL - NOA-N S. STEEL - Expha1 S. STEEL - 6 Y STEEL - Miami S. STEEL - ALUIMNUM SCREEN TECH NYLON EPDM DUROMETER 80±5 SHORE A ACTIVE OPERATION OF DEAOBOLT / 3(J� vL (KITH KEY FROM 7HE EXTERIOR OR THUMBTURN J// EXTERIOR - FROM THE INTERIOR) ACTIVATES THE THREE-POINT LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADSOLT LOCK SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED. WITH GE SCS2000 SILICONE SEALANT. LICT REVISED the Florida HtTLIHIIE/R YAr�i Plying with i Code 't 17-1226.05 �.............. on Date OJW.8�/2023 FEB 1 51019 No. _= ladduct Controlell Irawing no. W13-01 5 0 0 0 0 w E3 0 z a a i -n W en >v 0 m 3� I pIs, IMO 11111111,111/ ' a °vg e 0. Sign P GEO� � � � m V }• cl cm a of m o Q 0w In a /////I IT}II111111` 2 dalm U, . ,3 feVI510ns: a no 0 e v esC D 1 E stele: }/g• (•I C 105.14.IN I NO CHma L1J � D OB.05,19 NO CHANCE Odr• 6y: TAR10 E 11.18.1] GENERAL RI G ehN. F 02IY19 I NO CNWGE C FqN F w Bpi G$ 'T SERIES SER & 160 ALUM WM94G DOOR (LMJ./S.MJ.) AL-FAROOQ CORPORATION a CGI Windows and DoENGINEERS d, PRODUCT DEVELOPMENT ors, InQ: 9360 SUNSET DRIVE, SURE 220 10100 N.W. 25TH STREET MIAMI, FLORIDA 33173 (C-4s. 8638) MIAMI, FL. 33172 TEi(305)2538100 FAX.(305)262-6978 TEL (305) 593-6590 FAX (305) 593-6592 COMP—ANL W73-01 CGI � o ca A7 N gm ONj �O . /��•p.' �• ys •.. • •\\ C Al O 6 a dNr nf m C 01-03-1J C ° 0 dr. 5y: TN2I0 a P enN 5y no 5 e escn lon C 05.1 �.15 NO CNNJGE 7N15 SNEET 0 O6.OS.1S NO CHM'OE 7N19 SHEET E 11.16.17 CENEPAI. NEVISION F o2.1 J.iB Na C1WlCE iHiS SHEEP [l gRl6 sQrrwEL 160 ALUM GUTSMNG 00ai1 (Ltcl./sxa.)f AL-FAROOQ CORPORATION CGI Windows and Doors, InCi ENGINEERS& PRODUCT DEVELOPMENT f 9880 SUNSET DRIVE, SUITE 220 10100 N.W. 25TH STREET MIAMI, FLORIDA 33173 (C d;N. 3533) /� MIAMI, FL. 33172 TEL(305)26a 100 FA(305) 2626978 V TEL (305) 593-6590 FAX. (305) 593-6592 COMP—ANL W13-01CGI 0 O 0 3 m D m � a daL: 01-03-13 A q p � dr. hi': TARIq fJil P enk. 6y; 0 00 0 Sm� o N m t*I i O N o T V m O N O N m O O O In Pq o n o m m N I m z o "0� � C m � O O m m = O Z -0 m D] e o N Zr �O O z o � U) LT Ri SEROS SGRa- 160 PLUM ODUNO DOOR (LMA/S.MA) AL-FAROOQ CORPORATION N CGI Windows and Doors, IrIC: ENGINEERS&PRODUCT DEVELOPMENT 3360 SUNSET DRIVE, SUITE 220 10100 N.W. 25TH STREET IAMI, FLORIDA 33173 (CAX. sssM. MIAMI, FL. 33172 TEI-ISDs)2eaaion FAxlso61z6ses7e TEL. (305) 693-6590 FAX (305) 593-8592 COMP-ANL W73-OI CCI S I � 1N111 O mT AN 2 S GY ml B \ \N m G ''\ m Era_ _ maa- 4 •\, �� f -D i O I j� a n m Cn `111 I)),)a ,�-gp � �7 ...... ; o a't C oe _K N ®N ul 11111 s a d M. 01-D3-13 IS ons: N ABS g E Igp �� CUISYdHG DOOR (LµL/9.M.L) AL-FAROOQ CORPORATION m F dcdla 3/e' = 1' ENGINEERS L PRODUCT DEVELOPMENT W CGI Windows and Doors, Inc: 9360 SUNSET DRIVE, SUITE 220 O, �- MC TMip10100 N.W. 25TH STREET MIAMI, FLORIDA (C.A.N. 3338) Q o MIAMI, FL 33172 TEL.(305)2048100 FAX.(305)262-6978 C' (.1 ehk bY• TEL. (305) 593-6590 FAX. (3051) 593-6592 COMP-ANL W73-Oi CCI no 0 e j�MAL ion C D5.1�.15 E THIS SHEET D 06.03.15 E1NISSHEEP11.18.17 EVISION auxcE this SHEEP s MIAM1.DADE o - DEPARTMENT OF REGULATORY A1\ BOARD AND CODE ADMINISTRATIO NOTICE 'OF ACCEPTAN CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under t materials. The documentation subn Product Control Section to be used Having Jurisdiction (AHJ). This NOA shall not be valid after thi Section (In Miami -Dade County) an to have this product or material te., perform in the accepted manner, thr immediately revoke, modify, or sus; reserves the right to revoke this ac Section that this product or material This product is approved as descril Code, including the High Velocity E DESCRIPTION: Series "Sentinel APPROVAL DOCUMENT: Draw Door (L.M.I.)", sheets 1 through 2 revised on 07/27/17, signed and sea Control Revision stamp with the 1� County Product Control Section. MISSILE IMPACT RATING: L; LABELING: Each unit shall bear ; series and following statement: "Mia RENEWAL of this NOA shall be c no change in the applicable building TERMINATION of this NOA will in the materials, use, and/ or manufa of any product; for sales, advertisinj to comply with any section of this NI RECEIVED . JUL 0 ?0?8 ST, 6t�C-idGu_n..t_.4.��P��DADECOUNTY.- TROL SECTION ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 DIVISION ' T (786) 315-2590 1 F (786) 315=2599 E (NOA) www.miamidade.gov/economy applicable rules and regulations governing the use of construction ed has been reviewed and accepted by Miami Dade County RER- Miami-Dade County and other areas where'alIowed by the Authority expiration date stated below. The Miami -Dade County Product Control / or the AHJ (in areas other than Miami -Dade County) reserve the right ed for quality assurance purposes. If this product or material fails to manufacturer will incur the expense of such testing and the AHJ may .nd the use of such product or material within their jurisdiction. RER eptance, if it is determined by Miami Dade County Product Control ails to meet the requirements of the applicable building code. , d herein, and has been designed to comply with the Florida Building �rricane Zone. 50" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. ng No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last ed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Ptice of Acceptance number and expiration date by the Miami=Dade and Small Missile Impact Resistant permanent label with the manufacturer's name or logo, city, state and li-Dade County Product Control Approved", noted herein. msidered after a renewal application has been fled and there has been ode negatively affecting the performance of this product. )ccur after the expiration date or if there has been a revision or change ture of the product or process. Misuse of this NOA as an endorsement or any other purposes shall automatically terminate this NOA. Pailure A 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 ) e 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 linspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was rei iewed by Jorge M. Plasencia, P. E. NOA No. 17-1011.18 MNAWr)ADEC0UNW Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page 1 FYIe CopthA CGI,Windows and Doors, Inc. NOTICE OF A' CEPTANCE: EVIDENCE SUBMITTED ", 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections.. 2. Drawing No. W10 i31,Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and Last revised on 01/11/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 —along with marked up drawings and. installation diagram of 8-panel, Alum S GD w/ Pockets & 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont,`'Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh 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 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by ! Ramesh Patel, P. E. 4. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) L'arge 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 Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, I Jorge M. Plasencia, P. E: oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 i - z CGI Window's and Doors, Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) - DurasealO and Super SpacerV insulating glass spacer, prepared by Certified Testing . Laboratories, Test Report No.. CTLA-3056 WC dated 04116115, signed and scaled by Ramesh Patel, P. E.,' with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 5. 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 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. ' CTLA-3011-W & 4-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E.. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted underpreviousNOA# 14-0627.15) 6. 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) L'arge 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--ip drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked-np drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under prlevious NOA 413-1121. 081912-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 azid with FBC 5ei Edition (2014), prepared by "Al Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. orge NL. Plasencia, P. E. Prod et Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. 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 "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, 2. Notice of Acceptance No.14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET •core" dated - 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No.15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. W STATEMENTS 1. Statement letter of conformance to, complying with FBC 5a' Edition (2014), and of no financial interest, I dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. OTHERS I. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements -- L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test" proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., 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, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13 1098, approved on Oct '02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.1 S) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 CGI Windows and Doors, Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10 31. Rev M, titled Series "Sentinel 150 Alum. Sliding Glass Door", sheets 1 through 28� of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE, ' 1. Miami Dade Department of Regulatory and Economic Resources (RER). f I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0712.03 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No.17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifoW Ultraclear, Clear and Color PVB Glass Interlayer", dated 01/19/17, expiring 07/08/19. G F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014) and FBC 61h Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. 11 G. OTHERS 1. This NOA revises NOA #15-0619.06, expiring on 09/22/2020. rge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No.17-1011.18 Expiration Date: September 22, 2020 Approval Date:. November 22, 2017 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT: SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SMING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FHC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN CN DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIRE24MM OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L.. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRA17ON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AS FOLLOWS. MEP 1 DETERMINE DESIGN WIND L0M REQUIREMENT WED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. STEP DEfERMNE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND RMFORCNG TO USE. STEP 3 USING CIMIS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as-pplYlog with the Florida Building CCoodd. NOA-No. 17-1011.18 Expiration Date 09MM2020 NlismL-O a Pro uct Control IWO Z g r o NT=r m � 10L IL N 08m Ogg 0 a, adz aH€� LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT drawing no. 1K W10-31 m o 1 3 TRACK JAMB ANCHORS z n � FALSE MUNRN OPTIONAL 282 13/1V MAX. DOOR FRAME IMDTT 48 1/8-ANCHORS PAIRS --- --- (-AT HEAD/SILL/JAMBS I li IH II H J _ i j 2 2 POINT SINGLE LOCK _ === _ FOR ESCRIPTION --- YYi a � a a III TII LA D F = SILL TYPE 82 ANCHORS 2. 3 OR 4 PAIRS AT STILE ENDS INTO CONC. AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY 4.V U MI 3 TRACK HEAD ANCHORS O e a+ F2 �n ri. HEAD ANCHORS 14' MAX. O 2. 3 OR 4 PAIRS HEAD/SILLa AT SOLE ENDS SEE SHEET 15 AT 3' O.C. 6' MAX SEE CHART ON SHEET 15- HEAD/SILL FOR CAPACITY CORNERS O1KCm o O a D a °� I 0 ZtE NFORCING AT INTERLOCKS NTER OCKS I o g OPTIONAL .J O d SEE SHEET 13 FOR CAPACITY M 1 Q to f 0 42 1/8- 1 1 C ^ D.L OPG. Z 1 Ord a � a a e 1 Si mNM b m l C Z ii ul 300 Ig Up3 ___ ____ U POCKET JAMB � O 48 1/8' 48G 1M/5' &sa SHEET 6. 8. 11 POCKS JIFF MDiH PANOfFi HEFT 23)M ON JAMB ANCHORS a 3 � SILL ANCHORS (1) 11Ftp am= (2).W:E? CILSTFR (2) VEEP MLM (2) WEP OUSRR (2) VEEP MISAR' (2) vW aDSIFR (Q TES 01Tsm TYPIQAL ELEVATION PRODUCT REVISED TESTED UNR as a.p= with the Florida DuTiding NOA-No. 17-1011.18 D.L. OPENING Expiration Date09/2212020 D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16- O.LO. WIDTH NOM. PANEL WIDTH - 6' 67I_ PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16' M" a Product Centro 70592 9. stATeoF FzoraD��.`� drawing no. W10-31 1 13/16" 2 IRA JAMB 6. 3. T1P. TRA CK RACK 2 ANCHORS 14' h MAX. y�V Z5c� 0 o � q P % J 1 r Qg �iN s N p aaa 5 �7u o L16 3s v N V 11 �O ca O'F „qv JJ 3V 6 63 N ow v C ° m � m ,R N d O ^ pl n C Z rlt POCKET JAMB ANCHORS AT 3— O.G. WAZ SEE CT ON SHEET 15 FOR CAPACITY SILL ANCHORS „ --1 MAX. TrP. 111 B1 IIII �� II III IIII IIII d1 � oumx W sa Nsmt W ®alnax (0 ene ausm (TESTED UNIT) TYPICAL ELATION REFER TO PAGES 14, 15. 17 & 18 FOR WEEP SIZE O.L OPENING D.LO HEIGHT = DOOR FRAME HEIGHT — 9 11/16" D.L.O. WIDTH a NOM. PANEL WIDTH — 6' PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16' cl UUUU� U x a N PRODUCT REVISED as complyiongowith the FloAda Building CC d NIDA-No. 17-1011.18 Eapimtion Date 09/22/2020 o OF Miam ae P�uc Cent`olCc of �i ' • O.fd. 0� �� �SS� Vi i 0-3I sheet 3 of 28 r MA�1��. 1 3 6/8• MIN. 9° MAX. WOOD/CONC./METAL V —• P 1MX, BLOCKS ONLY ________6. _____________________ Om J POCKET NOT PART OF THIS NOA I 00 To BE REVIEWED BY AHJ � ( F 1 yum l O 1 m \ nZ> rA tz ��04p�p0 NnI�eNN 3 � . .. I 11 II 1L� �III' 11 II II �I1I � N W {II II .\` I '- II �I II II II 120° MAX DOOR FRAME HEIGHT 118 13/16• PANEL HEIGHT 4D° HANDLE CL 38• mNmO jj .gym C'11 o � f1 7 ' t \ Fl m Afn~'N s � � o � � t m I -- --- - � 1 b uDggO �woN yl'uv pC � � fI aFimo 'pd��Nx dap G r P$ G N N 2 r j11 _ HANDLE oF� g . •''• N 5' MAX. 14° 14' 14' 16° 16' 16• 18° s w JAMB MAX. MAX. MPX. MAX, i MAX. MAX. MAX. riItN\\ CORNERS ° a dew 05_20_10 rev a one: SERIES SENRNEL 150 ALUM SLIDING GLASS BOOR (LM.I.) ALrFAROOQ CORPORATION a O e=NEO'Z�mR ENGINEERS 4PRODUCT DEVELOPMENT O CGI Windows and Doors; Inc. 9390 suNSETDRIVE SUrrE220 1 dr. ty L Ot.t1.1e 10100 N.W. 25THSTREET MIAMI, FLORIDA33173 (C.LN. 8038)C MIAMI, FL. 33172 TEL006)z64asoo Fax I36s�zez$9�eL+'IU07.7.17 W � chk TEL (305) 593-6590 FAX. (305) 593-6592 COMP-ANL W1O-31CGI { 5 a 0 c iAll Lm �� tom, xxx (SHOWN) oxx xxo XXX (REVERSE) SNON—REINF. INTERLOCKS O mil• �� �,���� ��,� __ L� a_i 7.aa 22- FRAME WIDTH —PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 I� i DOOR FRAME WIDTH I K c XXXXXx (SHOWN) DOOR FRAME WIDTH H G J H H (H I 1 •o H 1 xxxxxo (SHOWN) Oxxxxo U U EXTERIOR APPROVED- CONFIGURATIONS NON—POCKETF_D DOORC (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPRONS THREE (3) TRACKS I" WMR UtINL -F UN STHtLI n OPTIONAL IN UEU OF Jt 0 n O II O H� u 0 i 0 li O EXTERIOR 07 CORNER DETAIL 'O' ON SHEET 22 NON-RFINF. INTERLOCKS 13T CORNER DETAIL 'F' ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF J 0 EXTERIOR 0 0 0 0 „ sa CORNER DETAIL '0' ON SHEET 22 NON-REINF. INTERLOCKS im CORNER DETAIL Y ON SHEET 22 SEE CHART ON SHEER 13 OPTIONAL IN LIEU OF JI NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2- FOR APPUCA13LE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F9C. IS APPROVAL ONFIURATI CONFIGURATIONS SHOWN WITH 9UALIFIES 900' AND WITH 35RCORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �OVED �V 0 — m 3 FOR DOORS USING 90' k 135' CORNER STILES C m ? LIMIT MAX. DESIGN LOADS TO f60.0 PSF PRODUCT REVISED G D o as Bullding comp ngg =od®with the Flodda 0. NOA-No. 17.1011.18 C g Z^ in F.zphotionDato09MM2020 V 0oT14 pD22, 67 a roduct Control CC Q M c Q C o ii C i N I �� drawing Go. W10-31 sheet 5 Of 28 i DOOR FRAME 1 I H L la I M PXXX(SHOWN) XXXP DOOR FRAME WIDTH � I I c I M N I PXXXXXXP (SHOWN) DOOR FRAME WIDTH I H J H I o I M K PXXXXXX(SHOWN) XXXXXXP U DOOR FRAME WIDTH NON-RRNF_ INTFRI OCKS mom_om, i I THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135, CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �V a @@ FOR DOORS USING 90' k 135 CORNER STILES F n LIMIT MAX. DESIGN LOADS TO t60.0 PSF � PRODUCT REVISED g a a 5 as complying with the Florida Building Cade g o V w NOA-No. 17-1011.111 a ExplratlonDete0912?12020 0 y Ci o Alia atowproduct Control a ¢ W o paao� 0yy4 t¢l gz ----- i �u I I v N R7 — - - - O O - - O - O- - -- - - O — O n EXTERIOR OD CORNER DETAIL 'O' ON SHEET 12 - -- --- - 135 CORNER DETAIL 'P' ON SHSHEEP 22 I... OPTIONAL IN DELI OF J O. oON DOOR FRAME WIDTH a NON-REINF. INTERLOCKS c SEE CWT ON SHEET 13 L-POCKET CAVRY NOT gY CGI 135' CORNER DETAIL'P' ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN IIEIJ OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON -RENT. INTERLOCKS SEE CHART ON SHEEP 13 I i i ggH A J H w IO 4-6 4a I O � la � M N PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PARE OF THIS APPROVAL AND TO BE RENEWED BY AHJ. L— �.I.i• Rm Lm � I "1101WNW 2N0 momn 135' CCRNER DETAIL 'P' ON SKEET 22 OFDONAL W LIEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL. MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. arc OF•' � pNMM � 3oQv a I drawing no. W10-31 DOOR FRAME WIDTH N H w J7 o G 0 WIDTH Lill THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. ro xi Z -. 3 FOR DOORS USING 90' dx 136 CORNER STILES O LIMB MAX. DESIGN LOADS TO ±60.0 PSF IL PRODUCT REVISED the Florida 9 _. 0. 0Binh.,.Pl&g d.with NOMto. 17-1011.18 Qx c Expiration Data 09/22/2020 stop e BY Mi.�.a Product Control O ap4 S Z �1 ILz�= Q w 2 Li O Q N 0 O z 0 LLJ C v N o h � N N M G1 p n -0 3 30 U OEg OXO (SHOWN) � CORNER DETAIL 'O' ON SHEET 22 DETAIL 'P' OXO(ReMZSE) 1OMMALLIIEN UEU OF J7 ON SHEEP 22 DOOR FRAME WIDTH MAX FRAME WIDTH RENF. INTERLOCKS SEE CHART ON SHEET 13 H H w G Jl e Q G oxxo XXXX(SIMIIAR) APROV A CONFIGURATION5 NON —POCKETED DOORS (NON -REINFORCE] SHOWN) SEE SHEET' 13 FOR Dp AND REINFORCING OP110N5 TWO (2) TRACKS So' CORNER DETAIL '0' ON SHEET 22 137 CORNER DETAIL V ON SHEEP 22 OPTIONAL IN LIEU OF JI NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ``x,111x u11HrrAr' b �O'.OF ;e�� drawing no. ham, W10-31 � r��A�tE1� sheet 7 of 28 w DOOR POCKET CAVf1Y NOT 13Y CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH I I �O 6' G IY O to is iS o I M 1 L L__ O EXTERIOR ©j PX (SHOWN) XP �v u DOOR DOOR FRAME WIDTH IIR n NON-REINF. INTERLOCKS' ,Y o CHART ON SHEET 13 Z W 0 1 14 •a0 IY .76 �60 Lo EXTERIOR L1 Q n PXX(SHOWN) v.°~ XXP a loc a°a.l • - THIS APPROVAL QUALIFIES DOORS WITH APPROVED O� 9 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE SHOWN ON SHEET 22 m p Ei - DOOR FRAME W. .CONFIGURATIONS ARE PRESENT, CORNER STILES ' :1 a 6 Y. z 0 - °0 S a fa � �� DOOR FRAME WIDTH FOR DOORS USING 90' & 139 , .J Q f. r---- I ----� 1 LIMIT MAX. DESIGN LOADS TO *60.0 PSF yl I J1 I I I NOTE - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. of Iv S21 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ---------- -- --- - - --- —_ -- ------ �- 3.-FOR-ANCHOR-DETAH.S-SEE-SHEEr5-15 THRU-23. — — — - - -- ----- EXTERIOR --J 4• DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. J1 MO . PXXP SP CORNER DEAL 'O' ON SHEET 22, . 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH j H H 1 Ix' O J YI g, 0: 0 I M M I 1 DOOR FRAME WIDTH I j H H I� J w I c la o-o- P S i M K PXXXX(SHOWN) PXXXO XXXXP OXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS DOOR FRAME WIM NON-REINF. INTQRLOt(ACS T 90• CORNER DETAIL'0' ON SNEET 22 135' CORNER DETAIL T' ON SHEET 22 OPTIONAL IN UEU OF Jt L LN • �• a • a mu/ .i =Lg_��mml SO' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL'P' ON SHEET 22 OPTIONAL IN UEU OF Jl POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. ```II11111111/JI/ , PRODUCT REVISED' 2a comp1ymwith the Florida OA-o NN 17-7019.78 *= ExplmNon Date 09/22/2020 IF By G` IWIRMT-Onow Prodmt Can ♦, O c DOOR FRAME WIDTH H w H o b o- 0 XXXX (SHOWN) OXXX XXXD XXXX (REVERSE) DOOR FRAME WIDTH i s ` XXXXXXXX (SHOWN) OXXXXXXo NOIe. PAN2 WfDiH NON _REINF. INTERLOCKS APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS L 13S CORNER oETAJL 'P' ON SHEET 22 OPTIMAL IN LIM OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVE y�U c" CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES m 0 3 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF � > O p V o Qj PRODUCT REVISED as complying with the Flodda O '' CNV IL a Building CCoodde Q; a NOA-Ho. 17-1011.18 O N m P E.pi--ion Data 09/22/2020 V 'c By Qitago Nllam Product Contml Q it Q aaIi Q H a m O m C � EE f? W v O pL-N o O� 2 m 3 N� T _NON-REINF. INTERLOCKS SEE CHART CN EET 13 g tY M n 'CO 3. NEz-. 0 _o O a m NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCE DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. i 5 6 t dmwing no. IN10-31 sheet 9 of 28 DOOR FRAME WIDTH pOp C I'mo � T1115 I I I XXXXXXXX (SHOWN) OXXXXXXO DOOR. FRAME WIDTH H J H 0 O 0 XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED �y CONFIGURATIONS SHOWN WITH SIT AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z g FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO :b60.O PSF H 4 • PRODUCT REVISED So�v•o as complying with tho Florida DulldmI3 lodeIL 0 CI NDA-No. 17-1011.13 p Expiration Data 09/22/2020 H % p auaa�wl3d o P-d�` l 0 IL a� l cu m gE am 90' CORNER DETAIL '0' ON SHEET 22 1= CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 90' CORNER DETAIL '0' ON SHEET 22 W CORNER DETAIL T' ON SHEfT 22 OPTIONAL W UEU OF J NOTE: 1462 APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ' NON —POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF;.� drawing9 no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ••., ORl9P.' \�'� 3. FOR ANCHOR DETAILS SEE SHEETS 15 hIRU 23. �� •�� W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH I rr iF H W tj gg & l UYU • O � H 0� c� 1 0 m C I o I L1 H PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH r- 1 w 1� II�IUe�(J 10 � K 10. IS I M I [�11l00 olNo �+ I o o� �a 1 1 L_ PXXXXXXXXP (SHOWN) APPROVED GONFlGURo.710NS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR () TRACKS POCKETS ARE NOT PARE OF THIS APPROVAL AND TO BE REVIEWED BY ". 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 y a CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z 3 FOR DOORS USING 90' k 135' CORNER STILES h m R LIMIT MAX. DESIGN LOADS TO ±60.0 PSF a PRODUCT REVISED H a 0 8 a 8 as complying with the Florida Building Code gy IL d .-No. 17.1011.18 1% o E h n V F5cplraUon Dale 09/22/2020 M m By Mlamf ContrOl 0 a6CQ 0 a. O a roduct O � fn Z C N sd O v N � O C °o.n ul ou � y �n m d 3NM� O 7 n D 3 n I E C Z� . Q 0 EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' •ON SHEET 22 OPTIONAL IN DEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. d �o d � i a k drawing no. W10-31 shoat 12 DOOR FRAME WIDTH I W I� jtiwU 0 ja S � M I 1111!0I111DI1�1,1 I I I I 1py la I I I I PXXXXXXXX (SHOWN) O XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH j w I Ci P. � o I I PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON-REINFORCEO SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AM. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH SKY AND 135' CORNERS WHERE STILE CONFIGURATIONS. SHOWNON SHEET 22 �V o ARE PRESENT. Z e n 3 FOR DOORS USING 90' & 13V CORNER STILES 0 b _ LIMIT MAX. DESIGN LOADS TO E60.0 PSF " c PRODUCT REVISED as copplYing with the FloridaBuiCku+ NOIdrusMNo.CCoodde 17-1011.18 h" Explratlon Date 09/22/2020 0 o Iry a Mlarn a Product Control 0 a a O S O�N�$ FRAME WIDTH LL' N I+ o NOM. PANEL WIDTH NON-RDNF. INTERLOCKS u, m £ SEE CHART ON SHEET 13 F O U C � 1 o O OH O O OH EXTERIOR H ® r LL c so, CORNER DETAIL '0' ON SHEET T2 � C = N 135 CORNER DETAIL 'P' ON SHEET 22 1( n OPTIONAL IN LIEU OF J N M, M n �C) U-50 97 CORNER DERNL '0' ON SHM 22 136 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE_ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. o s � 1 a q O 'i of � drawing no. %ti. YaaDaAC�y,�; ` W10-31 2 5/6' g 3 6/16- 2 5/8' 3 5/18' 30 YWo9 'y'" T3 n o 0 O O G 9 try 6 - no Qo °D�tt���:,-t, O h3 0m da!z� c W as S -CDcD7 i 0 mZOZ �o if o il p nsmto to oNwx o0m _ yyz m I C) mm c lt tttt``ba�` m � `L odate: 05-2o-to re ions: no a 6 � scale: J/e' = 1' a ft.tzu O K 02,03.15 ) dr. ey: L ot.v.te N j Q � N o7.2'l.77 !p m�mmmmm?�m�mam�m�m�mm�_�' o b Ole 0 1 E 5 G 6 6 e E S$ ffi.? o b 9 o oo v o k oaosssos!�Po�$szwW$Rg� o b o b b o o s o 4 o o a c e Lf o h o 0 o j' s gg;; pp �+ b�b6ofabbon�gbbbb yy�GG k tp f/jb b b o o G S :] o O O O G '+ C o O V U1 Cq �g 1 0 P P P P H I SERIES SENUNEL 150 ALUM SLIDING GLASS DOOR (LM•L) AL-FAROOQ CORPORATION a CGI Windows and Doors, Inc, t7IOINEERS& PRNT PRODUCT DEVELOPME =- SUNSET DRME, SUrrE 220 10100 N.W. 25TH STREET MIAMI,'L.RIDA339.73 (CAN. 3638) C MIAMI, FL. 33172 7Et (305) 26as100 FAX (305) 262e07e TEL (3D5) 593-6590 FAX (305).593-6592 COMP-ANL\W70-31CG1 ANN. GLASS 075' Intedayer Saflax CP With PEr Core By 'Eastmon Chemical Ca' OR 090' Interlayer Salle. Clear And Color doss 1-tman Chemical Co: OR 090' Intedayer SentryGlas By90' 'Kuroroy America. Inc.' OR 0Intedoyer Trasifal PVB By 'Kuromy America, Inc.' 3/16- NEAT STREWD GLASS SILICONE GE SCS 12D DOW CORNING 899 i H DOW CORNING 995 n M SETTING BLOCKS O A7 1/4 POINTS ON LIiES WIDER THAN 38' FPOM 'DUROMETER B5*5 - GLASS TYPE 'A' 7/16- OVERALL LAM. GLASS 3/16HEAT STREN'D GLASS 07V Intedayer Saflex CP With PEr Core By 'Eastman Chemical Co.' OR 090' ktedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090' Irdedayer SentWos Dy 'Kuraray America, Inc.' OR .090' Intedayer Trosifol PVB By 'Kuroroy America, Inc.' 3/16- HEAT STREWD GLASS SILICONE rr GE SCS 1200 m DOW CORNING 899 3 N DOW CORNING 995 M1 SETTING BLOCKS AT 1/4 POINTS ON LRES WIDER THAN 36' O DUROMETER B5d:5 W w 1 GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS 3/16- ANN. GLASS 075' hlterkyer Saflmr CP With PET Core By 'Eastman Chemical Co: OR 09W tnterloyer Safimr Clear And Color Glass BR'Evahnan Chemical Co.' 3/8- AIR SPACE 0' Interioyer SontryGlas O'Kurway America. Inc: 3/18' TEMP. GLASS .090' Interkyer T't-1 PVB By '10aoray Anedca, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE SCS 1200 DW CORNING 899 z DOW CORNING 995 Y yi XL EDGE SPACER �. II ST. STEEL BY 'CARDINAL.' OR OURASM BY 'QUANEC OR O SUPER SPACER BY 'QUAIIX' R'+ 1 SETTING BLACKS - -- AT 1/4 POINTS ALL SIZES MM DUROMETER B5d:5 GLASS TYPE 'Al' V OVERALL INSUL LAM. CUSS 3/16' HEAT STREN-D GLASS 07W Intedayer Soflex CP With PET Core BR'Eastman Chemical Co.' O 090' Intedayer Safi"Clear And Color Class By 'Eastman Chemical Co.' OR 3/8' AR SPACE 090' Interlayar SentryClas By 'Kumray Americo, Inc: OR 3/18- TEMP. GLASS .090' Interlayer GLAZING OPTIONS TrosNol PVB By 'Kuraray America, Inc.' ' 3/16- HEAT STREN'D GLASS Iu SILICONE GE SCS 1200 DOW CORNING 899 i m s M7 DOW CORNING 995 XL EDGE SPACER Sr. STE1:1T. BY 'CARDINAL' OR 'I DURASEAL BY 'DUANE)(' OR SUPER SPACER BY 'QUANEC O G 1 SETTING BLOCKS A7 1/4 POINTS ALL SIZES EPOM W DUROMEfER 65±5 GLASS TYPE '111' 1' OVERALL INSUL LAM. CLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-9o11.Is _ Errpimti— Date 09/22/2020 By Mlam a m uat Gontro U� U d Z � 2 Z a ZGo V b'�T� 02� 0 00h¢ O ILZO�o 40M QT�a� O Sa N � U � c i S � Or S C r C � 0�N e W aJ ^ n 53 3 N r7 d '00 n S2� Eyn L) I rrr�r al,�f� ri b i 5.2 OP ;'�`' drawing no. ?^' 0: W10-31 iLp �� sheet 14 of 28 TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE •• .& RTIp(IDCJ(. ENDS ' •SEE CW1RT' EOCE i5f.4 •. FOR' QUN3fiall¢,,.. 2BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOqA 3 K51 SE CONCRETESEE FOR Q 1BY WOOD BUCKS NOTE SHEET 1 TYPICALCANCHOORSS AT MTG. STILE d: INTERLOCK ENDS SEE CHART TYPICAL ANCHORS IN CLUSTERS AT MTG. STLEo & INTERLOCK ENDS SEE CHART METAL. STRUCTURES SEE SPEC BELOW n I .� Z •DIST. . FOR QUANTITIES FOR QUANTITIES w 'VI NNCRETE ? EDGE DISL In oN c O:DC mN ma1 maxi ANCHOR TYPE A INTO 28Y WOOD BUCKS 'N ANCHOR TYPE A THRU ISY WOOD BUCKS N ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE n 4 ANCHOR TYPE C INTO METAL STRUCTURES 0 p ~ OR APPROVED MULLIONS g y OR WOOD STRUCTURES INTO 3 KSI CONCRETE DEIGN TOAD CAPACITY - PSF (ANCHORS) huL PANm WmTN mom DOOR - BF.GD ANCHORS am A. B 4 C) NHL ANCHORS (Two 12) Q1151E7t AT 318F/91RA1ocK Elms CUISTElt AT MT/P68000t Do 4 EM(+) 8O: - a fOCT.(+) B ENT.(+) INT.(-) 4 EXIT.(+) INT.(-) 6 ENT.(+) INf.(-) 8 EM.(+) TNT.(-) 24-1/8 30-1/8 -3a-1/a 42-1/a 48-1/8 a4-1/8 82 80.0 - - 80.0 - - 80.0 80.0 80.0 - - - -78.2 80.0 - 724 60.0 - 68.7 50.0 - 8&B 80.0 - 83.4 80.0 - 626 80.0 - 595 80.0 ...0 24-1/a 30-1/a 36-1/a 42-1/8 48-1/8 E4-1/6 e4 80.0 - 80.0 - - 80.0 80.0 7&5 80.0 - 71A 80.0- 67.8 80.0 64.3 60A 82.3 a0.0 - 39.1 30.0 804 5&4 80.0 80.0 55.3 BOA aO.0 24-1/8 3o-1/8 36-1/8 42-1/8 4a-t/a 90 80.0 - - E0.0 - - 79.7 60.0 75.6 80.0 592 80.0 - 65.8 80.0 - 01.9 BOX - 5&7 BOA 80.0 50.7 80.9 aOA 53.7 80.0 80.0 24-1/9 3o-1/a 36-1/e 42-1/a 48-1/a 96 BO.0 - - 80.0 - - 73.8 50.0 - 69.9 60.0 - 63.9 80.0 - 60.6 80.0 - 57.0 90.0 80.0 54.0 BOA 80.0 519 779 80.0 49.3 73X BOX 2h1/8 SO-1/e 38-1/a 42-1/8 48-1/8 S+-1/8 102 60.0 - -. 60.0 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 60.0 60.0 5L7 60.0 60.0 50.0 60.0 06.0 479 MO 804 45.5 00.0 60.a i4.3 60.0 80.0 4.. ooz 00.0 24-1/8 30-1/8 30-1/8 42-1/8 48-1/8 108 8&o - - 60.0 - - 50.0 - - 60.0 - - 35.3 00.0 60.0 525 Sao 60.0 49.1 60.0 60.0 48.6 60.0 60.0 445 60.0 00.0 422 60.0 80.0 24-1/B 30-1/8 38-1/8 42-1/B 48-1/B 114 60A - - 60.0 - - 80.0 - - $7.2 90.0 60.0 519 60.0 60.0 492 ODA 00.0 45A 60.0 60.0 43.0 60.0 60.0 41.6 60.0 60.0 39.4 $9.1 60.0 24-1/8 30-1/e6- 31/8 42-1/8 48-1/8 1 120 60.0 - - 60.0 - - 389 60.0 60.0 54.0 60.0 BO.o 485 60.0 60.0 40.] 60.0 50A 43.1 60.0 50.0 40.8 0O.o 80.0 38.5 58.4 60.0 36.9 WA 80.0 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH y6 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BURRING STRUCTURE STD. FRAME HEAD AND SILL a w m F AT HEAD- - - ' - ' - AT TANBS- : - • - • - - - ' 0 F TYPE 'A'- 1/4' X 3-1/4" L1LTRACON BY 'ELCO' (N-177 10, F ISS KSI) I TYPE 'A'- 1/4' DL4 ULTR?CON BY 'ELCO' (F-177 K9, Fy-155 KSI) 3 N THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I I 1-1/2" MIN. PENETRATION INTO WOOD I c -THRU 2BY BUCKS INTO CONCRETE - - -- -THRU 1BY BUCKS -INTO CONC. OR MASONRY 1/2- MIN. EMBED INTO CONCRETE II 1-1/4- MIN. EMBED INTO GONG. OR MASONRY I g 00r C TYPE 'B'- ,1/4" X 3-1/4' ULTRACON BY 'ELCO' (Fu-177 K94 F7=155 Ks) .. TYPE 'B'- ,114" DIA. ULTRACON BY 'ELCO' (F9-177 Ks. Fy-t85 KSI) I DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC, OR MASONRY I 2" MIN. EMBED 1-1/4- MIN. EMBED INTO COMO. OR MASONRY Go = N p I TYPE 'C'- I,/4' 131A. SELF DRILLING c_GRLlV5 (GRADE 5 CRS) I I TYPE 'C'- ]•[4' DIA SELF DRILLING SCREWS (GRADE 5 CRS) Z • INTO MIAMI-DARE COUNTY APPROVED MULLIONS INTO MIAMI-DARE COUNTY APPROVED MULLIONS 3.OR OR N M INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I d C Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063 TS MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o-S STEEL: 1/8- THK. MIN. (Fy - 36 KSI MIN.) STEEL 1/8' THK. MIN. (Fy = 36 KSI MIN_) I U oIX 0 ' (STEM. IN CONTACT WITH PLMINUM TO BE PLATED OR PAINTED) - . I (STEEL IN CONTACT Y61H N.UYINUM TO BE PLATED OR PAINTED)- J O L- -AT BILL. --JANCHOR EDGE E DISTANCES E 'B2'- 1 /4' DLA. ULTRACON BY 'ELCO' (Fw177 K9, Fy-155 KSO - - INTO CONCRETE OR MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. 1_3/4' MIN. EMBED INTO CONCRETE I INTO METAL STRUCTURE - 3/4- MIN. _ _ - - : n J WOOD AT HEAD OR IAMBS SG - 0S5 MIN. 8 _ CONCRETE AT HEAD, SILL OR JAMBS If'. - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Tm - 2000 PSI MIN. ANCHOR CAPACITIES LISTED ON THIS o NOTE: P- SHEET TO BE USED IN CONJUNCTION SILL RISERS SEE SHEETS 14, IS, 17 h 1B FOR OPTIONAL SILL DETAILS m S WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY a LOWER APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B x ANCHOR TYPE B o TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE 3s DIRECTLY INTO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS, 'i PRODUCT REVISED ....... ':::::° It111EI 1jrTy o . as complying with the Florida :' f • ...:::::::: '. - I ` �Q .. A���i a t eulldlnB coda :• :::: ; I .g/g.: ` i .-No. 17-1014.18 \ ,�3.5/6• 3 n F Expiration Date 09/2212020 g .,P k.TIpROENID• • IYPMAL ANCHORS -ITS' •. •: YY= c :i 'E IN c GI Miam odttet Contro - NO-METHGH STTRENNGSTHHRR GRROUT� & INTERLOCK W ENDS OF :' drnwing no. t'c 5000 P51 MIN. SEE CHART ORIOM.' LIMIT EXT.(+ LOADS 1D 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. FOR QUANTITIES LIMIT ENT.(+ L. TO 80.0 PSF FOR DOORS W/ REINF. UI'TO BB IN. W. LOADS ANSFERuSHEAR �r;S/O�AL71 `I�� 5hee(15 of 28 UMIT FXT.(+ LOADS TO 60.0 PSF FOR DOORS W/ RE]NF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. SEE SHEET 15 FOR ANCHORS EDGE DIS . 3 5/8' EDGE QN T �Cii�m>mmlti:>$J®ULRIEEEA �Ipc®t>�T®RllEefEb+r �;fA®{J>¢J>�E���<ldl6� U PRODUCT REVISED 4U as oomph c with the Florida n building CCodde 0 NOA-No. 17-1011.18 R 3 Expiration Data 09M=020Isy Fk q Q ui Z ai Wam rodue Con g 0 �6 c0i WEEP SIZE 1/4" X 1/8" O REFER TO SHEET 15 FOR VARIOUS O 4 a E INSTALLATION CONDITIONS. �omLL� OPTIONAL SLANT SUL ADAPTORS Q 0 N 0 00 oL"" SILL CO R �+ .0 tj OPnONAL C 0 NM h I tz LJ o 30� Jia3 ii pQ O E8.1 REAB04E OR LOADDS o 8 4 .. SILL RISER REDD. FOR LOADS ABOVE +60 PSF 1 9 auu"In lr .- OF !�W`� drnwing no. r rr�A�i�a"shaet16of28 s 3m �n tmu9 - rsma°a n 9c o d y S C o j 3 V w rd C }y' o N. N. Tmp � o � N1 G m Y xm -1 ld.U: WI- 0-10 nod c e ese on J 11.12.14 REV. PER RER COM m K 02.0],ifi REV, PER ROtiCONNFMS l 01.11.16 DkNERAL REVI9DN 107.27.171 1 NO CIVNOE THS 91EFr 0 0 m I p_ 1.1 SMIX SWNO. 150 AWI) S DNG CIASS DOOR 01) AL-FAROOQ CORPORATION a C61 Windows and Doors, Inc. ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE T20 10100 N.W. 25TH STREET MIAMI, FLORIDA 33173 (C.e.1f. 363e) C MIAMI, FL. 33172 To-(30s) 26":Loo PAX(305) 2e2-6979 M- (305) 593-6590 FAX. (305).593-6592 COMP-ANL W70-31C01 LOADS 1 PSF WEEP SIZE 1/4- X 1/8- REFER TO SHEET 15 FOR VARIOUS INSfALLAMON CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPRONAL it u 41 II II d SILL RE ER E8.1 OPTIONAL FOR LOADS OVE +60 PSF p1� u e 1 u u II .�I 5 J PRODUCT REVISED ss comp rg with the FloAda BYDding de NOA-No. 17-1011.18 Expiration Date 09/22/2020 s 2 ANCHORS l ;un a Product Control J TVU IQ rccACK DOOR DETAILS DETAILS EDGE' g FIl sr'• 5 g � EDGE DIST. 1 3/4' CONCRETE �) A.•' .• I .•.MASONRY zg . m m Z O O Q @ m :' a- �x ii CO @ 2+ A li it N u P O !I I II � Ij I 1 I 0 O I I � III 0 I i N O So •;? e O O Jill •. ;: ' O N .•• .^. 'e;l ';• .. ` • i' 4'•I �! CONCRETE OR I'I . . �{n MASONRY Ii > EDGE olsrl N� 0 o $ n h3 o P � O � DSO j11 O L>7 a x x I I A O9 vm9C g i� ern 2 �g a Q a j i� a 6 i >u aH m � 11 ee6 O J qq \ O m I o I i o EDGE DISf. 1 3/4' ou'� JA �A// 1.On 11111 IAA a 9' eat., os-so-m revlslons: no date escn on SERIES SWNEL 15O ALUM SIIDMG GM DOOR (LM.L) AL-FAROOQ CORPORATION 'a 0 ` 1� ewlG 3/B' a 1' X tl•f2t1 o7A3.15 RLy. PFR RER COMI1ENfs pEV. pEli RER GONMET115 CGI Windows and Doors Inc. �GINEENSG PRODUCT DEVELOPMENT 9300 SUNSET DRN8, SUITE 220 M I GAa dl. Ey: L u 01.11.16 07.27.17 GENERAL REVISION 10100 N.W. 25TH STREET MIAMI, FL. 33172 IVIVIM, FLORIDA 33173 CA.N. 9638) Ta. (Sob) 20"Wo FAX. (soa) 29asa76 m ehk bY: N0 C NNOE T R SHFiT T0. (3D5) 59J-fi590 FAX. (305) 593-8092 COMP-ANL W10-31CG1 F"El O 111111 Irk I a EXTERIOR 0 ro) MAX EARlb m 8 e 8 e 0 W CooF W 0. ..'st c I z no C, 0 m ..... ........ in 0 El Id z C, P;u In gl�;g 0 F3 z 74 X Re F 0 0 0 C fill 11111\` C" revisions: no — SERIES SNEL 150 ALUM SBNG GLASS (LM.L)j AL-FARGOQ CORPORA TION -L 0 esc on ENGINEERS & PRODUCT DEVELOPMENT 110214 i !2scumam NO 0 P1ommEws Windows Doors, Ino. 936OSUNSET DRVE, SURE 220 31.11.16 GENERAL IRVISIGN 101 NW11H STREET MIAMI, FLOUDA33L73 (C.4.V- 3638) 37.717 NoomGE TIUS VEEr MMI, FL. 33172 TEL(305)264-8100 FAK(308)2626978 a HTLL (305) 593-6590 FAY- (30) 593-mm A Co��P�-�ANLW10-3�1= M o EDGE DIST. 2 5/8' \ ,ymc p ' VIM:4` CONCRETE : 3m �: 3FFrr��Tz _ pm 0g " g E DIST. 2 5/8' c�i �: NP�ON f d 9p9 i C p a TITI Op IV mp V C I � 1 I a i 8 r � � I II m I pc !I P � QO II o E O m 0 8 I' I . A N o , 6 O z� G"Ila MD- • CONCRETE o•o O OR ct •'.• • I , •o �1QQMASONRY o o my C .• EDGE DIST.. 2 5/8''•. :.•i�l_ yi 0n. p O W H py y 910 a m 0 N i O U X 0 0 Y ai 1 P2 a a iu li I: r m g Y xm Sm " _tee e = i o z. EDGE DIST. 2 s/e' s mGE DISf. 2 SIB' �� 3 L =a;� - a =r '°y M � In �� nn Hq a date: 05-20-10 revisions: SERIES SDITINEL 150 ALUM SUDaG GIASS DOOR (LM.L) AL^FAROOQ CORPORATION 'a ENGINEERS & PRODUCT DEVELOPMENT' I O o �CGIWindows and Doors, Inc. a36o SUNSET DRIVE, SUITE z2O 10100 N.W. 25TH STREET MIAMI,FLORIDA33173 (C.A.N.8588) W MIAMI, FL. 33172 TEL.(3DS) 26"100 FAx. Goal 292A97a —+ P ahk hy. ._ (3D5) 5s3-s5Do FAX. (305) SD3-D592 COMP-ANL\W10-31 CGI no D e escn Ion J 11.121� M. PER RER 1p1INETlIS N oY.OS15 REV. PD2 RFR CDMNEMR L 01.11.IB GWDTAL REVi510R N 0�.27.n 1m c1wiDE Till a1¢r �i � a m � dal.: as-s6-t5 � b .eaU; 3�6• � t• SERIES SENRNEL 150 ALUM SUDING GLM DOOR (L.M CGI Windows and Doors, !no. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL. (305) 503-6590 FAY- (305) 593-6592 ALrFAROOQ CORPORAT'ON IIa �ENGI ENGINEERS & PRODUCT DEVELOPMENT Ill 9360 SUNSET DRIVE, SUITE 220 MIAIIII, FLORIDA 33173 (C.A.N. 8688f TEIt L (306) 25"IM FAIL (31 2626978 1 e e m - O .� n 0 = H .� N O •T � 0 O o g B v 8 gm Y 0 QO O m t+! • 3 ° a; 0 9 ^rc d r o m "m i mQ '0 9 � m C V rn t3 c, N LLm� a N O+o a - t$5� 1/4• MAX. ama O y LOAD EEARWO SHIM sr•)nP P ` Illrr liii R:zzZO��DS ✓''.._. POCKET .19 aA ;%- s o. e°la o5-20-10 rev s ons: SEPo6 SENTINEL 150 ALUM S(AING GLASS DOOR (LM.I.) AI.r•FAROOQ CORPORATION `L o no a e escn ion 'a Y J 1,.12.14 REV. PER RER COMMENTS ENGINEERS E, PRODUCT DEVELOPMENT �r CGI Windows and Doors, Inc. T W X 02.W.15 REV. PER REA COMMOTIS 8380 SUNSET DRNE,SURE 22O o ar, er• L 61- GENERAL F� S12N 10100 NA 25TH STREET MUUNI, FLORIDA 331.73 (cd.N. 3538) �+ N Crf O M 37.27.17 NO CHNIGE THIS GREET WWI, FL 33172 TEL(70s) 2a+a109 FAX.(eO� 202.6976 (305) 593-6590 FAX. (305) 593-0592 COMP-ANL W70-31CGI 1 A 1 0 CODE PART X.. DSSCFOPTION 11A1'H87AL MANDP. IR]MfdB>IN El CGI-1 B3 FRAME SILL 2 TRACK 6063-76 CGI EXTRUDER E2 CGI-151 FRAME JAMB 2 TRACK 606346 CGI EXTRUDER © CM-186 FRAME HEAD 2 TRACK 6063-TS CGI EXTRUDER - E4 CGI-153 EXTERIOR UTERI.= 6063-T6 CGI EXTRUDER E3 CGI-154 INTERIOR INTERLOCK 6063-Ts CCI EXTRUDER - E6 CGI-155 MAIN STILE 60e3-TB CGI EXTRUDER - ' E7 CGI-155 TOP & BOTTOM HORIZ 6063-Tfi CGI EXTRUDER - Ee CGI-157. SILL RISER 8083-TB CGI EXTRUDER EE.1 CGI 81 ALT. SILL RSER(OPRONAL) 6063-T6 CGI EXTRUDER E9 CGI-168 INTERIOR TRACK ASTRAGAL 8083-T8 CGI EXTRUDER E10 Col-159 INTERLOCK REINFORCING (LENGTH - FRAME HT. - 87 6003-TB CGI EXTRUDER Ell CGI-182 FRAME SILL 3 TRACK 6063-TS CGI EXTRUDER - E12 CC-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T8 CGI EXTRUDER E15 CGI-170 POCKET NOOK 6063-TS CGI EXTRUDER E16 CGI-121 7/16- CUSS CIA21NO BEAD 6003-T5 CGI EXTRUDER E17 CGI-123 l' GLASS GLAZING BEAD 6063-75 CGI EXTRUDER E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER E79 CGI-154A INTERIOR INTE1a..= (OPTIONAL) 6063-T6 CGI EXTRUDER E20 CGI-155A, Lm SOLE (OPIONAL) 6063-T6 CGI EXTRUDER E21 CGI-156A TOP & BOTTOM-HOR2 (OPTIONAL)- - --- - 6063-Te C01 EXTRUDER — - - E22 CCI-15BA ASTRAGAL (OPTIONAL) 6063-76 CGI EXTRUDER - E23 CGI-ifi6A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063 T8 CGI EXTRUDER E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063T6 CGI EXTRUDER E25 CGI-184 $ 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E25 M-la7 24 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T3 CGI EXTRUDER E27 CO-1E8 FRAME JAMB SCREW COVER (opnowL) 6063-75 CGI EXTRUDER E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER E29 CGI-1029 FRAME SILL 4 TRACK 6053-Tfi CGI EXTRUDER E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (9O) 6063-T8' CGI EXTRUDER E32 CGI-1058 FMNLE CORNER ADAPTOR (135-) 6053-T6 CGI EXTRUDER E33 CGI-1059 MALE CORNER ADAPTOR 6663-Te CGI EXTRUDER M1 CGI 182U GLAZING BULB VINYL (DUROMETEA 75-80 SHORE A) PVC M2 CGI-171C FOOD PANEL CUP (2-1/2' LONG) 6063 TS 3 0 FIXED PANEL M3 CGI-1 73 FIXED PANEL SHIM NYLON 2 PER F[KED PANEL MID CGI-176 FRAME HEAD AN TUFT & PAD PILE WOOL/NA.ON SULLIVAN 1 PER INTERLOCK/ASTIR. M71 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH ENO ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS Sr/ST AMESBURY 2 PER OPESUELE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBUiY 2 PER OPERABLE PANEL M14 SGD-SOD DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD--503 M14A Prot-0036-117 DUAL MORTISE LTC( ST/Sr INTERLOCKS ATTACHED TO MICA U15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 E10X3/4' PH M15A SGO-507H KEEPER LNC INTERLOCKS INST. W/ 2 11OX3/4- PH MI6 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 dlOX3/4- FH M1 SA PSOI-003E-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 flOX7/4- FH M17 SGD-5500 HANDLE SEr ZINC SULLNAN/INTERLOC(S - M18 SMnOOWH HANDLE SET OPTIONAL ZINC SULLIVAN - N1g SCS2000 SILPRUF SEALMIT SILICONE GE - U20 CGI-177I NEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EOUM. 4 PER PANEL M21 -202AD AND SILL WMI PILE PAD WOOL ULMWAS OR EQUIV. 1 PER INTERLOCK/ASIRAGAL M22 -201LL INTERLOCK PILE PAD WOOL UL7RAFA8 OR FAUN. M23�HD�-12-1004260' REACH POCKET SEAL - AMESBURY - 52 - 0 X 1 1/4' LG. PHL PH. SMSS, ST/SL ASSEMBLY SCREW I -1 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0035-117) ZINC RECESSED ADAPTOR (PART #SGO-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM55DO) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) DOUBLE LOCKS: REDD. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH .(2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' OH MS STEEL KEEPER (PART #HD-3310143) SECURED WiTH (4) 10-24 X 1/2- PH THREAD FORMING SCREWS V Z �s 0 � q Op`� O1 H Ot9a a 1LOQo 0 4rz f I1 O N� o fQLZo�`r Q. Ixu 2 3 N 0 � c S n 00 ri � ❑ W Ca 0 X N o gd 0 " �� 1111111 1I1�11/A 1 PRODUCT REVISED' •'•"��% ,�, as cramp nB with the Flodda _ 'y'• NOIUL-Mo o 17-1011.18 T . - e <31 '1 Exptrntlon Date 09/22/2020 •: •, drawing n0. Br NDam7-q Product Contra �o TE OF ,•� orsor '��� W10 o sS/OS� sheet 24of 28 lY �1�j11 11 a datr. 05-20-to O RWIl; 3/e' a I' ( dr. Dy. Cr! chk. by: N N I p mm a 9 0 6 m v' w w w O n � 0 L N m m q N II O O N N� o F Y° a P N N r u o N O 1 rev slops: SERIES SDMNEL 15D ALUM SUING CLASS DOOR (LM no a e escn on d f1.1St REV. PER RER COWk17I6 CGI Windows and Doors, Inc. K 02e3 .16 ND GUMS SHEET 10100 N.W. 25TH STREET L 01,11.iR GENERA REMSION MIAMI, FL 33172 M 0727.17 NO CHNICE 7NI5 SHEET TEL (305) 593-6590 FAX. (305) 593-6592 0 N AL-FAROOQ CORPORATION I(a NE, N' l �I ENGINEERS & PRODUOT DWELOPME,.r Ijl 9360 SUNSET DRSURE =0 T MIAMI, FLORIDA331.73 (C.A.N. 3683) TEL. (305) 26"100 FAX (305)2O 0978 f • Him m e ° n M O V se S N mm 3. C, � 3 era o5-2o-l0 �. 0c01e: J�6• a 7• 0 W no a o escrition J I1.12.1 REV. PER HER C UEM 3.1 N o20 REV. PER REA COMMM L 101.1i.i8l I GENERAL RMOM M 107.27.171 1 NO CNINOE THIS SNEEE 4 .. y u f7 0 z z 0 �+ m LIAo U �1�11 0 O � w w to s O SERIES SDRINEJ. 150 ALUM SLIDING UASS DOOR (LMJ.) AL-FAROOQ CORPORATION a CGI Windows and Doors, InC. ENGINEERS & PRODUOr DEVELOPMENT 93805UNSEr DRIVE, SUI E 220 10100 N.W. 25TH STREET MIAMI, FLORIDA 33=3 (CA.N. 3588) d" MIAMI. FL. 33172 TF3. (306) 26"Ino FAX. (205) 2626978 V iEL. (305) 593-6590 FAX (3051 593=6592 COMP-ANL W10-31CGI f it ° c V m 0 e e W N � v m ro a N v O o 0 0 A F \. I I N dots 0-20-10 lrpwsl0ns: I INUE� no o e scn on�� �� 150 ALUM SIJDPIG GLASS DOOR (LM.L) AL-FAROOQ CORPORATIONa J 11.12.14 NO CHANGE1HI5 SHEET ENGINEERS & PRODUCT DEVELOPMENT CGI Windows and Doors, •Inc. SaSO SUNSET DRIVE. SUITEz 10 N 02.".13 NO CHIIICE THIS SHFET 1010p N.W. 25TH SfREEf 1 MUIMI, FLORlbA331T3(Cd.N. 3638)L0111.1fiODIEIUL REVISION /�uU27.17 NO CHANGETH6SHF27 MIAMI, FL 33172 TEL.(3.)2646100 FAX(30e)262878 �•I TEL (305) 593-6590 FAX. (J05) 59J �6592 COMP-ANL W O-31CGI a i 3m III 2m0-0 3 r a ga^°O m W 'M m 8 0) G O O O ��/11111111�� adam: OS-20-10 � � ecak: 3�6• _ �• O 1 W o ohN. by: 0 SERIES SQ{IMEL 150 ALUM SUDIN9 CLASS DOOR (LILT.) [s3GO-SUNSErDRFVESUlTE22O AROOQ CORPORATION a CGI Windows and Doors, Inc. ERS& PRODUCT DEVELOPMENT r ]'10100 N.W. 25TH SfREEF FLORIDA33173 (o,eay. 998s) f MIAMI, FL 33172 TEL MB) 2644LWO FAX (305) 292697a TEL (305) 593-6590 FAX. (305) 593-6592 enua_eu: w,n_»rv.