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HomeMy WebLinkAboutNOA1teCEIVEO )t Lu 1 County MAR 1 1 2018 Permittin D St. Luce countyent M IAM I-DADE M1AMI-DADS 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) m .miamidade.eov/etonomv 10100 NW 25 h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe 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. APPROVAL DOCUMENT: Drawing No. M95.13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by AI-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE 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 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 NOA# I5-0420.08 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 xp rstt01001 0 a & c 1 prot a . 8 3 j 10 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07127/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-5251 dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 V' ManuelPer , P Product Control Era i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"1 Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-033L 07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OANo. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel Vim, P.E. Product Contro �x mer NOA No.18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with 'di 'on li ^ d of no financial interest, dated October 4, 2017, issued by Al- arooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped'Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. v Manuel Pe ez, P E. Product Control Nj at ' er NOA No. 18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 ✓ (assr xraJ sense vawav'iwmw oez aNns 3puua iasxns Dees e Mol Lv oduoo 000 tlzl-ltl msa-res (sx) xri omt sg (sae) - ZLL££ 'li '[VMh D3N1S HLSZ 'M'N 00101 'oui 'wooa puo smopu!M ]90 ❑--wn .pi w,m NpMq 'p4dp3 spas w GQ €w p¢ pp6 9� a i n 2 � 6 Etj �s gay n; cw = s a€ sWbar 4k"'z F wg as § RN a i3 RN s OWL W m GBSL-pp 'sµp 'e e y MI ws �e���s��asso G i E 3�. 3g i' -x ii 4. pp „ DESIGN LOAD — PSF DESIGN LOAD — PSF N � J U x x x i E 1 E a� z Rv z I PAP a MA DESIGN LOM — PSF DESIGN LOAD — PSF x au . a� NUM i DMIGN LOAD — PSF r x O � x 1 i i`pi B � i iTi in O s NP A� � y Z0 m2 4N f f m O�tS � SECI 111111�IIIIAAA>, N� � � _ S a 8F SPN! a w +1-a-as Iw crone: road ra zMex 0 Ada C(pped E*Wed W*um Tuba Muaml-(MI O AI.FAROOQ CORPORATION CGI Windows and Doors, Inc. EMCINEENse, Psooua DEMELOPMENr a i a E lull+ wmw.5,: na sxs> s9eo wssEr Dsrve,slnn:zzo 6. 6/: }App .L61! NO W.YLf iNi sxFEf 'O1Cc N'w' 2•iTN STREET MIAML FLOg1OR 391'F9 (C1N. 9638) I� W a .na! x5 cwxz ml snm MIAMI, R. 33172 m.poslaeaalao Fnx taSM¢�>6 �/ D P x ...... VaMRO N AI> i& RL (]h5) 59]-6590 FA (W5) .8 5593 MUWON M95-111 rive■■■■■■■ m u F 130 120 110 100 u 90 I BD ]0 0 60 50 40 30 2 ANCHORS TYPE 'A' 5 35 45 55 65 ]5 BS TRIBUTARY WIDTH - INCHES 130 120 110 100 SD 30 v Amrwnac TYPF 'R' TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' r IS —li ja= 9 NIOri16 W1 WY HGPrzartu wwnn IFPIE B STE h PROWCT 3 GIALNG G G �p PftCWLT PRoma IHCIbRR TRIBUTARY WIDTH - INCHES w001py Spµ TYPICAL MULLION ARRANGEMENTS WIDTH (W) wt � w2 2 ANCHORS' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU IBY WOOD BUCKS INTO CONCRETE ANCHORS 'R' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'Bi APPUCABLE TO ANCHORS DIRECTLY TO GROUT FlLLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORSC' APPUCABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 11I1111 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NDTFm, ANCHOR LOAD CHARTS ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS (INTERPOLATION BETWEEN MOTHS OR SPANS ALLOWED) ^v � 4mll. IX 4 ANCHORS TYPE 'A' 130 4 ANCHORS TYPE 'S' 130 4 ANCHORS TYPE 'SH' /B• 120 60-6 12D 120 s Z m R 30-3 S. 110 3B- /8' 0 3 �OA0 3 100 Be 100 100 a p 1D 4' 50-5 6 U SPAN c µ u gp 90 90 I I )41/ I IWWORS 8=ut 99 99 $0$22 oso I d80 6' d80 wI w2 �Ea� HORROMLL xuW3N 0 d C vai ]0 JO OB z ]0 83 cIm ANCHW6 Nfli6 i0 v6BR0[0 0 0 )h m0i AEabIIGWA 9VPE IQI. z F PAN B 60 fi0 60 Q & O Sp 50 SD 40 D 40 c 8 ^n >D 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 C �. TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES wWON SPAN � Fe T] �i 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'C' o 130 Iw TYPICAL MULLION ARRANGEMENTS ; rv� 50 5/8' 0 nn 120 120 TB 3 g• W14WY WIDTH (w) _ , 5 ? 110 110 6 _ O �{ 38-3/ ANCHORS 'A' 100 1W i/4 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE 90 u 9D ANCHORS 'B' 50- /8' 84 9 APPLICABLE TO ANCHORS INTO CONCRETE d BO 8p ANCHORS 'BH' R z APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS ° Jp 6J b 70 1 AN DR THRU ISY WOOD BUCKS INTO BLOCKS c ANCHORS 'Ar )I-1 60 y APPLICABLE TO ANCHORS DIRECTLY TO GROUT Fll1ID BLOCKS g4 OR THRU 1BY WOOD BUCKS INTO BLOCKS 2 u 10 50 ANCHORS 1 50 1 ° ° 1 5 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES o 40 40 ` """111111IY YY . 30 3D 25 35 45 55 65 75 85 25 35 45 55 65 75 85 _ 9 TRIBUTARY w1m - INCHES TRIBUTARY WIDTH - RICHES �" w315m F1uiBc _ T r;• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS1» 3 - LOCATIONS AT HEAD. SILL OR JAM13 ENDS BT' T ..Z.- `� ` M9�j, FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. M"'" '" ''° Y /DNA. .- (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS AT MULLION ENDS 111 II"I" ` sheet 3.lof 5 vp6u1 wuan cutlxa alAzwa P�OUCf PMIpUCf %'CIA2Wc ' Pg000Ci 3 NY11 E1 Ll EU20K:WP wawa ANCIKFS S toy 19ay( V£L-S6N u Buinmp SNOfI M 3901 .9 xd ,y 80d 03NIN03tl 301S N3d SONOS C Mnn MI ,Ml 80d 3IMrlddV ION WUrIHOVIIV 31OW d(IO SNOR101Y 399L ,C m 03 inMN 301S N3d S HDS Z G . tb)Y F12 III � c g� M% &NM a NO M80NM . '. D == t 0 O A fE O0 t n�Ns /i rvOT'WN 'M9 Y/l ' TV � oNw isv. R v 31MN 9N'S Y L "flfl% 3911E ,ZX.I tlOd 319VOnddY ION SITIHOYllY 3lONY dllO SNOMM 391LL ,C WA03HI003N MIS H3d SM390S Z 7N'�1 N At OOS't r Mm L - _=====r;-------- - 11 , I, 1, e g 6 ' OK !____________y 1 I E y I , -----------J- g I 1 oE� it I 0 r o " E A Ns__________________y E J II l 1 + O ; ' I 1 II 1 I 1 .ps • ._. •!yGi a.aoo gp� �� G� ] FEIt >r ulx. ,nuunn •• Ov 0 CORPORATION010 �+n'-1- CGI Windows and Doors, Inc. 9980s�'UNSEfna���n q. r�o 10100 N.W. 25TH STREET xPMI,vLO u`+ mmi. R. 331]2 m_c+oalxcevao rluclsoel ¢eaas]e e]' VTVd 10 Al] RC ln. IapSI SB]-8500 fAY (]OS) 59}6593 MUWONNN95-111 mE6�lSIf:�fS7F)� I� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TXPICAI. ANCHORS • sm GUY. FoR SPADING x - r (Fu-M W. F1155 MI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4' DA. ULTRACON BY 'BLED (F-177 MI. 1-155 W) DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED IWO CONCRETE TYPE 'BH'- 1/4' DLe ICON BY 'ELCO (N-TA Im. Fr150 M0 DIRECTLY INTO HOLLOW BLOCKS 1-1/4' MIN. EMBED IWO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'BP- 1 /4' OIL N TRACON BY 'ELCO (F -m Mi. Fy-160 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO BLOCKS THRU 1BY BUCKS IWO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'C'- A14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CM) IWO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL' 1/B' THK. MIN. (Fy - 36 KSI MIN.) (SIM. IN CONTKT MRI AWUMUN TD BE PLATED ON PARTED) TYPICAL EDGE DISTANCE IWO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. IWO METAL STRUCTURE - 1/2' MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOUDW/FILLED BOCK AT JAMBS Ym - 2000 PSI MIN. Z F� a a MH 06hm O oW m ACCESS MOLE 0• 2i¢ m 2 OR 4 ANC WE •C 0 D SEE SHEETS 3 6 3.1 METAL SIRUCTME 0 d ry ¢ Q NNv TUBE WUMN Z li Z O TWS SCRER CH! BE/ I I \ /Is M 3/4 M BUS `i - d '• INSTALLED IN OTH I I PER CUP AT IM k In MNUBN DIRECNBH �. I 2 PFA dV AT IER YUNS LLb O.F. 8 R O i j 0 BE uuWON '1HI p I/B' 110CK AWN GWNNFl ; I IfM Oq N9k5 IFNGmIMO 3A O �' 4UIWN 0 0 e C�LLN So N ANCHORS DETAIL 41 - Z5 o MEAL TO WAL CONN0.•l ?TIB i RECEIVED n MAR 11 20t l l 6a5� Permitting Department St. Lucie County Minh oUANNED MIAMI•SY MIAMI-DADS COUNTY e DADE ��}} ��rr���pp ((++ ������}}���� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ANACUM9C Yt�SOIf�CES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovieconomv CGI Windows and Doors, Inc. 10100 NW 25"' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 AHD 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 APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.L/S.M.L)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmed, 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. MISSII,E 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, modeUseries, 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 negativelyaffecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. F 70,77111 an, D a af, etc 1r 22,. 920 1 2112 1 Approval Date: December 2 Page 7 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNDTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(P and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Statc Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single bung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manua P ez, .E. Product Control xa iner NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 F-1 Description Keep your important documents safe and secure with this file tote. The patented, floating rail system holds either letter -size or legal -size hanging file folders for customizable use. Flip open lid allows you to take a quick look at the files and contents inside. Heavy-duty plastic construction holds up to 50 Product Details Item # OfficeMax # Manufacturer # accessory features brand name e type h t for Material manufacturer Media Size Supported primary material quantity stackable Stacking Height Strength warranty length width Show More Customer Reviews * .- 498572 25477387 STX61526B06C Lid; Built-in Rail; Nesting Storex Flip Top clear blue 19.3 in. 10.9 in. Steel Storex Industries Corporation Letter, Legal plastic 1 yes 6 Unit Heavy Duty 90-day limited 15.6 in. Wake up to your dream skin , learn rr me *77 Storex Stackable Heavy-duty File Tote - External Dimensions: 15.6" Width x 19.3" Depth x 10.9"Height- 50 lb - Media Size Supported: Le... (0) Qty Add to Cart CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 09/08114, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. ManueW`34 P.E. Product Cont of miner NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations. and structural analysis, complying with FBC 6a' Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their " Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t6 Edition (2014), with icon and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel P.E. Product C'm E . miner NOA Na.-1018.08 Expiration Date: September 22, 2020 Approval Date: December21,2017 E-3 2 DLO..(FIX. IIIE) 20 9/16' ** MM. A -FAD/SILL 4 II ii II n / I B 6 II i� i III II M.w. ago I mj _S SO 1/4' M WON 1F. DESIGN LOAD RATINGS MR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAM1-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS MEN DIMOND) AND TESTED TO COMPLY WIN THE REWIRENENTS OF THE D. (STH MMN)/2017 (ENT DYMM) FLORIDA BUILDING,WOE INCLUDING HIGH VELOCRY HURRIME ZONE (-MITE). 1BY OR 2. WOOD BACKS k BUCK FAEIENGS BY OTHERL MUST BE DESIGNED AND MST.WID AOEWATELY TO T NSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISWIT. SPACID AS SHOWN ON METALS AN O INSTILFO PER MANUiS INSIRUCIIOIA. SPEGFlED EMBEDMENT TO BASE MA1QtW. EH4LL BE BEYOND WAL DRESSING OR BNCW. A LOAD DURALDN INCRF/EE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHMS TO BE HIGH IMPACT, NO`-VETWJC AND NON-COHPRESSI9E MATERIALS NCLUDIRO BIT NOT UNTIED TO STEEL//METRL SCREWS. THAT COME INTO CONTACT WITH ON" DIS'HILM: MATbLL4S SHALL MEET WE REQUIREMENTS OF THE 2014/2017 FLORIDA BUiG. CODE h ADOPTED WkNDPROS. 1HS PRODUCT APPROYH Is GENEWC AND Doffs NOT PROVIDE cmmwlION FOR A SHE SPECIFIC PROTECT. L9. LIFE BATTY OF THE PRODUCT. ADEOUACY OF MIXTURE RELEM1WG WS PRODUCT AND SEAJHG MOUND OPENING FOR WATER "RUVRATION RESIBOWCE IETC. CONCNIICNS NOT SHOWN IN WS DRMNG ME TO BE M YZED BEPARPTELY. AND TO EE RERDWEO BY EJUBNG woP EQUAL LEG FRAME ** SPACINCENTEG ANCHOR REQUIRED209/WHEN SPACING EXCEEDS 20 9/i6" ��k3�$S1I Fllf p FPLSE I IUCK WIDII 4] v1W D.LD. LYENO E1/4' VENT WIDTH FIN FRAME INSULATING LAM. GLASS u LARGE MISSILE IMPACT - _. SMALL MISSILE IMPACT < u \\11111 Ill it e�p9 (A1�i- J - 8 MYiuB wl6ndFR�'A OniHioy Cod= - ��� O CFOwin9 110. AcapNmre tb -Di8 B AIE OF QF` ExPI nDMc ?t32 omM;.: 2: Nxm vk PtNutl AAIII /ONAL 11" �� W10-03 Sheet 1 Of 9 tmiopyim c\z Eq Nm y m c a s�oz f py �nlx p �bN N CAN I pmi p xn� n 1 G2 m ro c m a zTO 05 quPn sill cv tis ,vgr5vD 6 � HEIGM � � q y r� eeuuye,i.i9�'aa p�'6 >Z B1/4 oovevo��xR �, c. -D uw. ■ - T vENr ' • w FLINGE GINS \1d 1/y, may'. eucN UM. 005:HOM ' D a«n SEPIES SiMINEL 110 ALUM SH. WOY/. (LN.L/S.N.l.) AL-FAROOQ CORPORATON a a e w awu �sCGI Windows and Doors, Inc.RDDum Dtvs\oRm6wr.1 Dxuvcw+xo\se D 10100 N.W. 25TH STREET.rzv.+> UFw TO 2D17i- "MI. FL. 331]2TfL (.XIS) 59Ymw FM% (3M) 593-6592 CONP-NLL\W10-03GG1 -5a ��aS""aaa" �Sa" •'a5a • a Y�Ha�Sm�P- - -'Sv�o�S$ram5��e3m�A G �FE Vpu e0o eLoaDyl•��p�� VBS u�mYY�"b"Yo a�M�oH�a NO Io•bbNNVYa�bb �•�� $$$$aoo'B Oc �$beg��� abbbe v� a 1,ftl7 ". F ,dry . aaupa,daa �u ale0 uonul 3 D. I qy wmUJ>aay wpq,laA�nAl�=o n� �d�5N3a JJn00YJ Gamaw S3ZIS'W M10d b/1 IV rN .MWM. AO tl33VdS Edns 63 HD O .3WnO. Aa xMn0 a aD ,'Imlum, Re rdvs 'ds I it 966 ON'"m Moo 668 ONINHOO MW SS/10 O.N3tlIS 1V3H .8/I� aul 'myaup RmwnN, R8 H 4 lopcvy +aRoVal-1 .060" SSY W ; aul 'oapeury RvanNR0 nl .06 ..-0 logway'J ue aD wea3. na sa 1g +slop WY +oalD IDU3 aFolntul AUO a0 ;00 w00 lyd l0>3d 4 uowlca3, +1'M dD aGLn O eFOV%uI .C" SsVIO O.N3at9 LV3H .UA SSVIa "m i16a3n0 .9I/S .9C NVIa 830LM MI NO 51NIOd �/l ylLL bN al y °x 566 ONIN4m MOO 66, ONINaDO No OOZI 30 3NOJ1115 SStlIO O,N3a15 LUR .8/1 avl 'oayawp FU,vnN, R0 +eFv9eVWTu1a1pv1 I .060' M .aD aul 'wVeuy N. /b +oFopalu Afi50' tl0 ;e0 Imlwa40 uew{cU3. RH ccULa +qaD pUa'ROV:13 NA6080 ;eD Iwlwa43 �-o n. Re w00 Od 2h dO YaOaS elul ,SL# 66YIO O,IOW LV3H 'OWdAM 30 IsnVl .to. v .IV. 3dl ONM nvdnl TIMM" s (d7NO I7i"I) 5SVIO '14Y1"IIISM TMf3n0 .Oro s3z¢ lx swlod r/t�. ,IC3NMD, A9 2awd5 a3In,AW.k� HOa0 'iSMVdS 3D03S669HINaW659 ON:1182 aul 'oq+awV F -m /a 0M Nepvl I O.N3lLL9 1Y3N .e/l IaFey%UI .0 o S6VI0 'NW .0/L aul 'aaVmN FwwnM. /E m10/Wu., arc ,/1 +aFoy%UI ,0603WdS an .r/I NO ;Imwa49 UoFg eao10 +qaD D✓ +o'm 10 .- If 0 80 tl0 vO Imwa40 dO m-1 -ne wq) Lad 4Y d0 alla5 V%UI .SLO' $fiYID 'NW .B/l ('rW's Dt rwFl) smrmn nvd3nD .al/s .9S 111,111 now 531f1 NO SWIOd V/1 Ll aN w m °x S66 068 S a 'NW 'ul 'oaVwry FvmnN. Fg 1 9M Io1P^'1 +a6eVTU1 .060' Ra�mn ao aul 'oaVeW' N. /d +aRopalU�p60' ;Op IwlwayD ueuyce3 F0 ecola +qq1 ply +oTO •TIaS nRopTUI .060' tl0 ; 00 ImIwa40 uo4 --Ps vOJJ 13d w xOV dJ %ul .G OS LO' SWIS 'NW FLANGE & FLANGE ADAPTOR FRAME 2JJ318' —V14, WHEN USED THE MW. WOOD DUCK Off" SHALL BE 2% . THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. . 1 a 1 TIRGl M'CHORS - sEE DLv. ^ iDR spxlxc WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY 0L 1110 SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SE EUN. FOR SPACING (Fu=125 K51, FY-IM K81) 1/4' DIA- ULTRACON BY ELCO' (N-l7 RM. FysISS KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. ETISED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (CMCE 2 CRS) INTO MYkMI-DAOE COUNTY APPROVED MUUUONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy m 36 KSI MIN.) (S N COHMCT WITH N.UW.UM TO BE PLMM OR PNMEP) TYPICAL EDGE DISTANCE IWO CONCRETE AND M/SONRY = 2' MIN. INFO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBE SC - 0.M MN. CONCRETE AT HEAD, SILL OR JAMBS Tc a ]Opp PSI MIN. C-Op HOLLOW/RLLED BLOCK AT JAMBS Ym 2000 PSI MIN. PRODUCTREYIS(11 �NS'mswl®mPf'.vMu �(� Ac BuilCmµ GvTa �P�1^�.... M.aDd 1% �'. ureoF ltn� W10-03 1/K umc BUCK MOI MAK. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS 3 TPIfLANCHORS IO 1 I MB ((((( ANCHORS CMQiS O SEE El SS SEE EY FOR: sPAN6 SPAIMO FQ€ FLANGE ADAPTOR FRAME Cg Z O E C'a SIR RMETE E 1 1 �• G p'i• I O4OC_ EXTERIOR .t.. Waoo BUCKS I J $ - El oa. Dvc. O w n Ile IMX. SACK ASIR I/A• a SHIMS SHINS TPI ANCHORS O W SEE B . TPim ANCHORS FOR .. TOR SPACNG FOR SPACING yam) 0 toDO G � r 1114 on wom Bu v 3 - R czLL �.MOD MKWRO 1BY p C7 p�v O MIAM-WE COU"PR 0 o g k MOWON M WHIMS 1/3• WP. �d8 � SEE SEPAI NCA E m � a 8111J( WIDIX 9LCN WIOiX 4 i INTA DETAILS ON PAGES 6 5 AP BOTH AND 5 APPLY TO LWGE FRAME AND of FLANGE x v . FLANGEGE ADAPTOR FRAMEAME FS. a o o,`n l i I1 vxDDucraevlsty � o S m S ffi azcmN1W�RMN1b t'hedA c i e lkog1'FlOTB 8Im .A�.. ....... NA o a Mvn T 1b � �P.�Exk•. : g = 3 ATE CP `� dmwin9 no. OR O Atn a T• Fw sMs. P:' W10-03 ,�A� t®A'AI %AA` west 5 of 9 EXTERIOR p 11 1- a v : RR�yy S? _ 9� R c '.: VFM HEIGHT HAS N 1/4' NNf. dW( HDCHI 1/4.. SHM $HW O po = 1 1/2- 3/1' �=i Fzn BFI ,a mR a o EosE osr. m, s o�z 3 F oam aRy . O 'Am 1/"' s Non 1 pME 9 I SHIP VVVa1111 � sz IE NT • C�p i x [�O w000 SUCH in � li 0 Sf0.UCN 1 1/2 e li_______ �ER a siii t"I m gg '2lnunnnl eslo=: 0 00 no a crl on O SERIB SENMlEL s and S.H. WUW. MGINE ROOQ CORPORA770N .�Y>1/E•-t• a mul0 ay. rs xw ovmm CGI Windows and Doors, Inc. sNmNEmse,PRooucr DEv¢WrmDvr e � � a mm.l. mmm ml[rtc Mj UWJ,R-0 TDRIVESURE90 ar-h c a.lc.ls walau rws am 10100 N.W. 25TH STREET mewl,twRlDnaarra Cl) 0 m2e.n ur0am ro 2on a MIAMI, FL. 33172 m.laoel2eaeaoo Wutcaoc12G2E`Jm m W P �ti. M= 1D. (ws) sw-wen FP (am) 593 5.2 LDMP-un. w10-mal / MXT __ a § A \ §| A A # A - l , 5 ~HEW MCK MGW ") !| - ,/ 7/ \([ A _ �i § ); ) , §�! \\ \/ � . 2 __QCORPORA _ a ,.CGI Windows and Doom. Inc. co\ K RAfO-IIIM lNY-dWOJ zscs-see (sae) ave oero-see (me) �az ma�mt:ml AZ '-L� OLOI O 133tl15 HLSZ M'N 00LOL 0Ii rout 's,00d puo emoPuUA I'JOOIILiWdOLiA3Ul'JnOOW p5a33NIONlr- e wouvaodaoo booavd-w (m sPrrv�1 'MaN N s wnr of L-�NluljS swims :6B3 �.tunu y -tt � <_ . �o. gig ffiji a, 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1¢ o ���>,�sa5 oS8 o y rn m m m S m _ � F m � L r & F U L U.o� • L yy VG L K IC A Ibi 2 u � $ O El 2 SI $9 AAo�o �yS3C ( ♦ i m va . Iry1rI111P ` esc on SERIES SENTNEL 110 PLUM S.H. WOW. (LA.I./S.M.I.) CORPORATIONd' s Ns &PNODMITDGYEIAl opurx im a¢DINdoW3 Ond Doom, Inc. 1414D N.W. 284 STREET 0ALFAROOQ ws0sum"DWVESDR642D! MIAMI. FIPWDAs91'!3 (Cd.N. sme) C 1 VGTONIDf1 iM MM owC!!x5 v¢1 MIAMI, FL. 33172W lEL (30s) 5.3-6599 FM. (W5) 593-ss92 uwlN9m a COAR-ANL W1U-03o 1 V RECEIVED MAR 11 2018 .../// MI®ODE Permitting Department MIAMI-DADE COUNTY St. Lucie County PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �,�,, �.miamidade.gov/econemy CGI WINDOWS and DOORS, INC. 7 10100 NW 25 Street BY Miami, FL33172 ;t. Lucie County 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. FSL� tJ�: e'es` enti a 150' irminnmSidina lass Doorw/rvoRenf rceirients— APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHD. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ comers, see limitation note 4, below. 3. Max shim not to exceed VT at Head/jambs &'/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type 13-2, directly into conc. 4. Units containing 900 & 1350 exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout. 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 NOA # 17-1011.18 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 Ishaq L Chanda, P.E. NOA No. 17-1218.20 MIAMFDADE COUNTY -e ber2.1 020 Approvala e: pn �b`�� Page 1 CGI WINDOWS and DOORS. INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 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 SGD 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.(submitted under file #15- 0619.06) 2. Test reports on: I) 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 & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 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. 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. 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, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by Ramesh Patel, P. E. shaq L Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTIr0080-1208490, 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 —up 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 files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th 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. 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", 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", expiring on 2/11/18. 3. Notice of Acceptance No.15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5m Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. I haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 20IS E-2 CGI WINDOWS and DOORS. INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 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. 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. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets i through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Abroad, 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 1. None. F. STATEMENTS 1. Letter of conformance to BC 20 e Lion and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Abroad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Is in L Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-3 THESE DOORS ARE RATED FOR LARGE &SMALL MISSIfE IMPACT. SHUTTERS ARE NOT REQUIRED. DOORS ALLOWED FOR MA)(. NUMBER OF PANELS AS USTED ON DESIGN LOAD CAPACITY CHART ON SHEET 10 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER PEG TO BE RDAEWED BY BUILDING OFFICIAL. THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 181' OR 2BY WOOD BUCKS & BUCK FASTENERS BY DINERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUiD PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR SMCCD. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METAWC AND NON —COMPRESSIBLE MATERALS INCLUDING BR NOT UMITED TO STEEL/METAL SCREWS. THAT COME IWO COWACT WITH OTHER DISTUIUR MATERIALS SHALL MEET THE REQUIREMENIS OF THE 2017 RORIDA BLDG, CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION MR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTRE RECEIVING THIS PRODUCT MD SFAUNG MOUND OPENING MR WATER INFILTRATION RESISTANCE ETC. CMOM0NS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED 5EPARATELY. MO TO BE REVIEWED BY BUILDING OFFICWL, INSTRUCTIONS, USE CRUM AS FOLLOWS, STEPS DETERMINE DESIGN WWD LOAD REOUIRENEM BUSED ON WND YELO°IY. B{DD. HEOW. MNO ZONE UMG MPMU9IE ASCE Z STANDARD. STEP 2 DETERMINE ODOR WKCNY MOM TABLES ON SHEET 13 MR THE g TYPE AND MNMKNO TO USE. STEP 3 USWC QW ON SHEET 15 SELECT ANCHOR OPTION WIM DEM", WnNG MOPE THAN DESIGN LOAD SPOOFED IN STEP 1 ANM. 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DESIGN LOADS TO f80.0 PSF © , @ EXTERIOR DOOR FRAME WIDTH D H J X H H xxxxxo (SHOWN) Oxxxxo IJS MINOR DEAL'P' ON 9 22 OPTOINL N US) OF A 9U W NEN OETRd 0' ON SNELT 22 In MMER OEAL'P ON SHM ]3 OFTNII IN UEU OF J INTERLOCKS ON SHEET 13 NOTE: MAR p 6 2p18 ePR V CONFIPUTRATIONB I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - NON-PDDKRTPn DCIORc ENON-REET 13 FO SHOWN) AN 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET IJ FOR Po AfA1 REINFORCING OPibNS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCAVLE PER Me. il PRODUCT ¢EV®D ummpllW wRA W RNL Aaeplapte�Np I7-1]iP•a1 P.•Pu.Go. D.I[�{..If_ �..,5.- 1/yH Plp{FOG`W W10-31 :F PX%X(sn ) XXXP PXXX%XXP (SHWN) DOOR FRAME MOTH MI a _p Well a � me i RAN¢ WHIN I NON-RDNF. INTERLOCKS THIS APPRWAL QUALIFIES ODORS WITH APPROVED CONFIGURATIONS SHOWN WITH SO- AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 9V k 135 CORNER STILES LIMIT MAY. DESIGN LOADS TO ±60.0 PSF ■ �Will an [iion al EXTERIOR v v v 9O CO m C¢YL V ON SHEET n 13Y CORNW OETML'P' ON SNFLT 4Y OPIIDH.L IN WI OF J DOOR FT ME WIDTH NON-RENF. INTERLOCKS T /rS¢ CHART ON SHEET 13 D WA L PXXXXXX(sNOWNJ ® O EXTERIOR O O O P.N¢ xIpIN O �wct;,Ev1 O L 9V WRNER DETW ON SHEET y %XXX%XP POCKET GVIIY NOT BY Cd SWCOIWFA pETNL 'F ON SnFE11] , 110pIBjyHmld�ibN�l p NOT PART OF THIS NU OPMNAL W UEL OF! Aweilw No ..Z/j•2¢ n BOOR FRAME WIDTH BOOR FiLWE N F+WyfHOm LjV ° y $ n . INTERIUCCI(S SEE CWWF ON SHEET 13 Pmi¢I• AYE 11; N J N 1 Iq H M ly � y H I do � L � ---_ PXXX%XO(%a" O O EXTERIOR O O O PAN¢ WNM O O ELI T• . OXXXXXP 9D CpWfA DFUL 'O' ON SNFET Y3 �F1 1 I3T CORMn MyL'C ON d¢ET 22 APPROVED CONFIGLIRGTIDNS OPTIONAL M um DI' J POCNETEO DOORS (NON-flRNfORCFO SHOWN) - NOTE: sEE SHEET a MR DP LHO RDNroNcu+O OPlla+s F1AR ' I. CONFIGURATIONS SHOWN i0ft ILLUSIIUTON PURPOSES ONLY. O d THREE (3) TRACKS 2. FOR OPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �` ih of . • - d.W,"PD,IXno. 3. FOR ANCHOR DETMS SEE SHEETS 15 THRU 23. `'fi On.+" \_� MD TOOBE FENflYEDA BY M IS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICADLE PER FSC. SS/WlA �N� W� 0-11 2/22/2019 servlet.FileDownload (810•`,r'rs, https://impmveit360-2409— .na5O.content.force.mmiserviet(semlet.FileDownload?file=00P6A00000LNl CyUAL 1/1 XO (SHOMQ j OXX I I N dx p0ofll d 0'--E lil- la OXO(SMWN) OXO(R=.) DOOR G L ®j "EXTERIOR Q —@ 9O CORNOR DEINL '0' ON SHEET n 139 CORNER DUAL'P' ON SRLEE 22 OPOON& W Lou OF 0 VARV %XXX(MA9IA) APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED S ) S SHEET 13 MR OP AND REINFORCING OVMIS TWO f21 TRACKS I THIS APPROVAL QUALFlES DOORS WITH APPROVED y CONFlGURAl10N5 SHOWN WITH SIT AND 135' CORNERS TIN 1� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. 144; FOR DOORS USING 90 h 135' CORNERLIMB MAX. 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