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HomeMy WebLinkAboutNOA'S Ely MI®�� ���uP,ip(� �+ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 1 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCEI(NOA) www.miamidade.sov/economy Sunlast Metal,Inc. 2120 SW Poma Drive Palm City,FL,34990 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). i 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"Aluminum(min)over%11(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 lafter 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 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 consists of pages I through 5. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.: 15-0212.07 I MIAMI•DADE COUNTY Expiration Date: 04/30/20 Approval Date:04/30/15 Page 1 of 5 "BALL E, a FORT AP AA#003379 UCHI t16 APPROVED AR#001 f 105 F<EV1SE�RESUBMIT®APPROVEDA&'CORRECTED REJ[CTED This revie rr%only for general confar ance kith the desi*gn concept of the project end genera!crmpliance with the infonnat on given in the contact document,Corrocfions a comments roads on ti^shop dra<<nnys Burin this revlzx do net relt;ve it q contr, _;r prom com !' a r►! is of plans ands C;,incyJorr.A?orn c of a'anc`0 w,th the requare- includ p^1 a�Hic item shall not e aPpmvat of an asaemb,h/of%,h ,h the item is a component.Con traitor is responsible for:Di-oensions to be con,,,n and correlated lob stta lnfamnation that pertains so,ely to the fabrication rote ted at the the means,methods,techniques, sequences and r Processes or to lion:coordinaEcn of the work of all o Procedures of in a safe des:and fore conwruc- and satisfactory manner. p rforming�!work DATE 1 BY: J i MI®DARE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streei,Room 208 BOARD AND CODE ADMIIMSTR#TION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE,(NOA) www.mlamidade.aoy/economv Sunlast Metal,Inc. 2120 SW Poma Drive Palm City,FL,34990 SCOPE: j This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revieNved and accepted by Miami-Dade County RER-Product Control Section to be used'in Miami Dade County and other arias 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 duality 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 Prodi c t 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 Zane of the Florida Building Code. DESCRIPTION:S-V-Crimp.032"Aluminum(min)over'/:"(min)plywood I LABELING: Each unit shall bear a permanent 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 ai ecting 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 consists of pages 1 through 5. The submitted documentation was reviewed by Carlos M..Utrera,P.E. NOA No.:15-0212.07 MIAMI•DADE COUNTY Expiration Date:04/30/20 Approval Date:04/30/15 Page I of 5 ROOFING SYSTEM APPROVAL: II', Category:' Roofmg� Sub-Category: Metal,Panels(Non-Structural) Material: Aluminum Deck Tyne: Wood Maximum Design Pressure: -176 psf i TRADE NAMES OF PRODUCTS AIANUI+ACTURED OR LABELED BY APPLICANT: 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" 1 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 3/16" Trim Pieces L=varies TAS 110 Standard flashing and trim pieces. W=varies I Manufactured for each panel width. Min.Thickness 0.032"inch, EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Architectural Testing,Inc. D9330.01-450-18 TAS 100 10/13/14 D9330.03-450-18 TAS 125 10/13/14 Valspar 433XS15 ASTMB 117 11/21/11 43313173 ASTM D 4587,ASTM G 23 11/21/11 NOA No.: 15-0212.07 MIAMI-DADE COUNTY Expiration Date:04/30/20 Approval Date:04/30/15 Page 2 of 5 APPROVED ASSEMBLIES: System A: 0.032"Aluminum 5-V-Crimp Metal Roof Panel— . HORIZONTAL LAPS ARE.PERMITTED Deck Type: Wood,Non4sulated ' Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater plywood. Maximum Uplift See Table A below. Pressure: Deck Attachment: In accordance'with applicable Building Code, but in no case shall it be less than.Sd 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. Underla_yment: 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 1/4"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 f I e 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. S ie Limitation#1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. " I Metal Panels and •Install the ".032"iAluminum 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. I 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. � 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 Mwrt:•naoEcounrry Expiration Date:04/30/20 Approval Date: 04/30/15 Page 3 of 5 LIMITATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. . I 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 corners and corners). 3. Panel shall be roll formed in continuous lengths from cave to ridge. Maximum lengths shall be described in the Roofing Application Standard RASI 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/or model. CMIAMI-DADECOUNTY 5. All products listed herein shall have I 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 for ed with machine model#10120107,8560904,or RF6631 from PAC Contractors Association: I I I I I NOA No.: 15-0212.07 MIAM�DAD,couNTY Expiration Date:04/30/20 Approval Date:04/30/15 Page 4 of 5 I PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL - i GENERAL PANEL DESCRIPTION PANEL MATERIAL Steal&Aluminum MIN.PANEL THICKNESS 24ga&.032'Aluminum PANEL WIDTH 20.5'to 24.0"Coverage PANEL Rld HEIGHT 319'Minimum 20.5'-24.V Owe e 3l8"Rtirr I StiHenf ng Ribs&Pand Striations ere 0;;;n,al I I I 'I Fa acsthaflu puipucs,festcncrd In ihu ccntur rib aru wiloual PANEL FASTENERS: *10 flex Haar:r,4rard Scrtraq t<<!j%'m?her Sealing 141m tars _..— ::.. PAC CONTRACTORS — A 9 9 0 Csf A T B 0, END OF THIS ACCEPTANCE rllarlliMacovNry NOA No.: 15-0212.07 r Expiration Approval Date:04/30/15 Page 5 of 5 MIAMUDADE MIAMI-DADE COUNTY A 4WANN&D PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND (RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION�(&?A�ESSOT;RCES T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows&Doors,Inc. 10100 N.W.25th 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 Alp (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 j 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.W13-0 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)",sheets 1 thru of 13 of 13,ii 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. 1 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. TERLVIINATION 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. rtiat�i�aoe courmr _ NOA No. 17-1226.05 Expiration Date: August 08,2023 bL j i e IZv Approval Date: February 22,2018 Page 1 -oaL E. -97OFF'r y PA. it APPROVED ®REVISE&RESUBMIT ®APPROVEDA`3CORRECTED []REJECTED This rev!w ie only for general c onforrance v th the des!gn concept of tfta protect and genera!trmp!iance WD)f!te information oven in the contract do-)Jmanfs.Corrections cr commsnts m„de en the slarp drat,�nns dt,'rTrg E is re3=ie�do not relieve Gta contractorfrom co�;,piianca Wliih the regtkrs- A«tf of 5--a plan„End sPecifcations.Approval of a specific item shell not Mu c"c-;LpprOvEl of 2n Essembly of which Gig item is a component.Con- is responsible fa,:Dimensions to be confm. d and correlated at the JL s'fel in�mat!on btiat partains solely to the fabrication processes or to the means,methods,techniques, sequences and procedures of construc- Eon:coordination of the work of all off er trades:and for performing all work in a safe and satisfactory manner. DATE_ BY: 5- 1 MIAMI-DARE MIAMI-DADS COUNTY EM 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 MA) „ww.miamidade.gov/economy CGI Windows&Doors,Inc. 10100 N.W.25" Street � Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has.been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this J product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted j manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or I 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"i I 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. 1 MISSILE IMPACT]RATING:Large al d 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. 1 RENEWAL of this NOA shall be.considered after a renewal application has been filed and there has been no change 1 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. MLAMHDAoe cauNW NOA No.17-1226.05 Expiration Date: August 08,2023 Approval Date: February 22,2018 Page 1 CGI Windows&Doors,Inc: -NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. ..DRAWINGS 1.- Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,-titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last.revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file 413-0226.06) 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,RE C. CALCULATIONS I 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by All 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 I 1. Miami Dade Del artmeni�of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance 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 No:12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring,on 12/11/18. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,,2023 Approval Date: February 22,2018 - E-1 CGI Windows &Doors,Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED 1 . F. STATEMENTS 1. ' Statement letter of conformance to FBC'2014 5th Edition and letter of no financial interest prepared by Al Faro�q 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.)", a sheets 1 thru of 13 of 13,inclusive sheet 1.1;prepared by Al-Farooq Corporation,dated, { 01/03/113 and last revised on 02/13/18, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)AirlI 1tration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Waier 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 6tb 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. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-2 CGI Windows &Doors,Inc. �t. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance.No. 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& Co'lor glass Interlayers",expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)for their "Saflex CP-Saflex& Saflex HP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America.,Inc. for their"Trosifol® Ultraclear,Clear, and Color PVB Glass Interlayers",expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition(2017)and of no financial interest prepared by Al Farooq Corporation,dated 11/13/17,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16,approved by RER. I I I I i orge M.Plasencia,P.E. 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Inc. 9seo surlsETONI,re,surtEao o tr.h:rNao c n.,en —lsaa 10100 N.W.25TH STREET 1191VA1.RONIOA 33aT9 (c�.N.sass) L. r m-e anrx>ws sxn MWMI,FL 33172 - >atsoslyxewe lu,c lsomseamra w�-moi crouv-ua wu-O,IXi ,12/8/26E 7 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map I Links I Search b a P Product Approval 4-10 USER:Public User i Product Approval Menu>Application Detail .- FL# I FL5891-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived (] I Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com I I Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O✓ Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. G1 Validation Checklist-Hardcopy Received Certificate of Independence FL5891 R5 COI Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year SSTD 12 1999 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6ois4lbF6OvZnFg`/o3d 1/3 M#W3379 9 PA 4 APPROVED APAD9f905 ®REVISE$RESUBMIT®APPROVED A5PCO,RR.ECTED REJECTED Th,s't an�:only for�reraraf rnnferr 3nce b�ltti the design concept of irhe prcact and gerc,ul ccmr, t Irce iith iha to m�atcn given in the t d'c'`'n o" ^R'rczfians or con�msnt, nTada cn the sho d ca,aact do not rsti9ve iha s P ratirings during r.=:;w;cf b'0 plans and spoclncatiors.A.PPr val�of alrsnce with 41a req�„re i9tr;r aPP ova?of an assa— 1)2cfc item shati not racier is r-E ,ably of sahic,h the item is a compon�rl.Con ,ansib,e for Dimensions to be confxrnad and corn�afad at the theIvy site;In€ormation that Perta!ns scleiy to the fabdw,ion processes or to means,methods,techniques, sequences and Procedures of se sbuo- hen:eoorriid sati of the wank of all other trades:and for performing all m a safe and satisfactory manner. work DATE: / BY: .12/8/2017 Florida Buildind Code Online , t e BCIS Home Log In `.User Registration •I Hot Topics Submit Surcharge Stats&Facts �: Publications FBC Staff BCIS Site Map I Links ` Search I '. . _ Product Approval „USER:Public User Product Aooroval Menu>Application Detail FL# FL5891-R5 ' Application Type Revision Code Version 2014 Application Status Approved Comments Archived E2 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidoconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E. Evaluation Report - Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By I Ryan 1.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL5891 RS COI Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year SSTD 12 1999 TAS 202 1994 Equivalence of Product Standards Certified By ' Sections from the Code' https://fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6ois4lbF6OvZnFg°/a3d 1/3 ' . i 12/8/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Date Revised 10/17/2017 Summa rV of Products FL# Model,Number or Name Description 5891.1 a."FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use I Installation Instructions Approved for use in HVHZ:No FL5891 R5 II Inst 5891.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 5891.1 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.1,odf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions.(For FlberClassic doors,this product approval requires the use of"J"part numbers for these doors, which have been stained or painted within six months of Installation.) 5891.2 b."SmoothStar" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:!No FL5891 R5 II Inst 5891.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 5891.2 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.2.odf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes Installation Instructions.(For SmoothStar doors,this product approval requires the use of"T"part numbers for these doors, which have been stained or painted within six months of Installation.) 5891.3 c."ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL5891 R5 II Inst 5891.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A I Evaluation Reports Other:See INST 5891.3 for Design Pressure Ratings by FL5891 RS AE Eval 5891.3.odf specific Model and for any other;additional use limitations and Created by Independent Third Party:Yes Installation instructions. 5891.4 d."FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or i Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No ; FL5891 R5 II Inst 5891.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 5891.4 for Design Pressure Ratings by FL5891 RS AE Eval 5891A.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes Installation instructions.(For FiberClassic doors,this product approval requires the use of"J"part numbers for these doors, which have been stained or painted within six months of Installation.) 5891.5 e."SmoothStar" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL5891 R5 II Inst 5891,5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 5891.5 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.5.odf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions.(For SmoothStar doors,this product approval requires the use of"I"part numbers for these doors, https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvdDquw6mPlZhp%2fndRcOWkL6ois4lbF6OvZnFg%3d 2/3 12187G017 Florida Building Code Online which have been stained or painted within six months of Installation.) . i 5891.6 f.TlassicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use I Installation Instructions Approved for use in HVHZ:No FL5891 R5 II Inst 5891.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A- Evaluation Reports Other:See INST 5891.6 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.6.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions. 1 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail 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 email address if they have one.The emails 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 here. Product Approval Accepts: law I I I I I hftps://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquw6mPlZhpg/g2fndRcOWkL6ois4lbF6OvZnFgg/o3d 3/3 .WN MIAMI•D�ADE aSGANNW MIAMI-DADE COUNTY By PRODUCT CONTROL SECTION St heirm6mint/ 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the 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 they 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"Sentinel 1507 Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT:Drawing IjTo.W10 31 Rev O,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 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 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 AHJ. 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/corners, see limitation note 4,below. 3. Max shim not to exceed%"at Head/jambs&%"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Units containing 900& 135°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 I.Chanda,P.E. NOA No. 17-1218.20 MIAMUDADE COUNTY ....M ) Expiration Date: September 22,2020 Approval Date: April 12,2018 Page 1 I AAl<Dt)3379 AF^D1110.5 AAPPROVED 0 REVISE 4 RESUBMIT ®APPROVED A'CORPIECTED El REJECTED This review is only for o concept of U;e arar^I conformance 4ri:il t he design Project and c�eno'<f ca:rplia'lC^c pith fhe;nfcsnatea riven in the contract G" GJmefitS,C0rlecNons O comments ir,",dc c. t7 Strop dra ingS during thi3 i¢yiS'rd d0 n0i soave�Rc COntsa°tOrfrom coniplian�kith the rBQltir@ !r?clty of t e plaps and SpeCitictt OPS.Approval of a SpecitiC item Shall not incF:"dO approval of an assembly of which the item is a corny onont.Cc t traclor i;responslble for.Dimensions to be conrYmed and correiatsd at the job site ir�fonaiion that pertains solely.to the fabrication processes or to the means,methods,techniques, sequences and procedures of construc. tion:coordination of the vrork of all other trades:and for performing all work In a safe and satisfactory manner. DATE.1 BY: :r N '7 t, M IAM I•DIADE MIAMI-DADS 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 D�VISION T(786)315-2590 .F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS,INC. 10100.NW 25 Street Miami,FL 33172, SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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"Sentinel 1501'Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT:Drawing No.W10-31 Rev O,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 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 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 approva and to be reviewed by AHJ. 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%Z"at Head/jambs&%"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 900& 1350 exterior corners 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. INSPECTI.ON: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 I.Chanda,P.E. MIAMIDADE COUNTY NOA No. 17-1218.20 Expiration Date: September 22,2020 JApproval Date: April 12,2018 b`�� Page 1 CGI WINDOWS and DOORS.INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals , A. DRAWINGS. I.- 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 byl 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: 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&-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 7400P0 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,Duraseal®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&seal d by Ram sh Patel,P.E. haq I.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.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-up drawings and installation diagram of Alum. SGD(OX)prepared by Architectural Testing,Inc., est 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.l 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 "Saflez CP-Saflez and Saflez HP Composites Interlayer w/PET core";expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA)"Saflez 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`Butacitel PVB Glass Interlayer",Tiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to,complying with FBC 51h 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. haq I.Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 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 REP,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 1 through 28 of 281,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on MAR 05,2018, 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. None. F. STATEMENTS 1. Letter of conformance to F'BC 2017(6t'edition)and No Financial interest,prepared by Al— Farooq Corporation,dated 09/14/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#17-1011.18,expiring 09/22/2020. r ' Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-3 I ' �I(�U 8 o � � 8 o�Ca o Li-lif THEE DOORS ARE RATED FOR LARGE&SMALL MISSILE DAPACT.SHUTEOT REUIRED. N. LA DOO DOORS ALLOWED FOR MAX.NUMBER OF PPNELS AS USTEO ON ba16EwM8llr pLYl O DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28.USING ' MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. A+iT1.tl he�2.T1 70a APPLICABLE EGRESS REQUIREMENTS PER FRO TO BE RENEWEDBYBUILDING OFFICIALTHIS PRODUCT HAS BEEN DESIGNED MD TESTED TO COMPLY WITH THEREQUIREMENTSOF THE 2017(GIN EDITION)FLORIDA BUILDING CODEINCLUDING HIGH ND.OLITY HURRICANE ZONE(HVHZ).1BY OR 2BY WOOD BUCKS&BUCKFASTENERSBYOTHERSMUSTBEDESIGNED AND INSTALLEDADEQLM TRANSFER APPLIED PRODUCT LOADSLAMDNATED GLASS ANDTO THE BUILDING STRUCTURE.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS INSTRUCTIONS: LAMINATED INSULATING GLASSAND INSTAUEOPER MMUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO ESE USE CH RTS AS MU.0m. LARGE�SMALL MISSILE IMPACTMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERWNE DESIGN WIND LOAD REQUIREMENT EASED 4 ON K1N0 NLOM..BLDG.HEPSMIT WINE ZONE ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE USDKi µPLIfi1BlE ASCE 7 STANDARD, MATERAL INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT TABLES STEP 2 DETERMINE DOOR CMACfIY FROM TABLES pl SHEET I] . '• '':v'�' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS FOR THE CLASS TYPE AND RENMRaNG TO USE MAR 0 5 2018 _ S THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION I �3 USINO CHARM ON SNER 15 SELECT ANCHOR OPTION FOR A SITE SPECIFIC PROJECT,I.LIFE SAFETY OF THIS PRODUCT.ADEQUACY IN DOWN RATING MORE THAN DESIGN LOAD SPECIRFD - OF STRUCTURE RECEIVING THIS PRODUCT AND SLUNG MOUND OPENING FOR IN SEEP 1 MCA. drawing nD WATER INFILTRA710N RESISTANCE ETC. THE LOIYFST VADJE RESMY-1AOM STEPS 2 AND a K CONDBIONS NOT SHOWN IN THIS DRAMNO ME TO BE ANALYZED SEPARATELY, "�� SH/ll APPLY TO EHTDtE StSID1. Ham•L(i Wi 0—J� AN0 TO BE RIMEWED BY BUILDING OFFICIAL C/ YOA/AL,, 11-11"0 sheet 1 of 2g { i i I I - g• ,- (6)ANCHORS -' -fcwslER sHowN FLU 0 ,.• I -- 3 TRACK z 9 MAX. HEAD ANCHORS f 182 13/16-MAX DOOR FRAME WITH IN PA Q y ANCHORPAIRS 14'MAX �RJR 16 1/B' 2.3 OR C4 PAIR$ NERD/S.1 4 AT HEAD/SILE/,A10S AT OLE ENDS SEE SHEET 1S Mm, NOM.PANEL W1DM AT 3.O.C. 6•MAX C 1 13/18' FALSE MUNIIN SEE CHART ON SHEET 15 HEPD/SILL- MIN. 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Z ; FOR DOORS USING 90'&135'CORNER STILES �+ UMIT MAX.DESIGN LOADS TO 160.0 PSF F n ? 0 ,0 0 0; j c aGa DOOR FRrWE WIDTH I FRAME wom Q NOU.PANEL MOTH NON-RDNF,IMERLOMS SCE CIURT Op,SHEET 13 I O TA1 pN +�J Na A yg o OOxOxOxOxxxo(sxaWN) vl c�j © 0 ExTERIOR 0 BP CORNER Ma'0'ON SNTET T2 n N^ 13S CORNER OETA1'P'ON SNEEf n FROODUCtUEVM!OPIIO—IN 11EU OF J mups:fi d m ak 51 anlaLs�No p A LWlf�0�1e -4T � SOri'� O DOOR FTLWE WIOM NON.PANEL WIDTH � - U'O� O ji XXXXXXXO(SHOWN)oxxxxxxo © EXTERIOR 0 O0 Cmm m '0'ON SXEET u .133•CORNDI OETAR''ON SNEEf 22 OPIRNAI M Im.OF J `1111 uuT,., MAR 0 5 201B gg xorE: - ••fr_ 8 b APPROVED QONFMLIRET 1,CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-RFTNF'ORCm SHOWN) 2.FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ff 1^,1,f drmring n S SHEET 1]FOR DP AND REdiDPtlND oPOWS 3.FOR ANCHOR DETANS SEE SHEETS 15 THRU 23. - •• -•T�!!0�,+' µT�Q-3� FOUR I41 TRACK$ 4.DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �ONAt. sheet 10 oT 2R . i l i COIS APPROVAL QUALIFIES NFlCURATIONS SHOWN W�90'AND APPROVEDRS WITH 5'CNERS j WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 b ARE PRESENT. Z FOR DOORS USING 90'&1J5'CORNER STILES LIMB MM.DESIGN LOADS TO d:B0.0 PSF F o 6 yygtt ,eO}o DOOR RUNE W21TN Q. " DOOR FRAME WO PM TH NOM EL WIOTN NON-ROW.ORO2LOCX5 V M SEE CHART ON S 13 pl r--L ;-- S o;1 PXXXX Mom) MO I ON EXTERIOR Q Q ® u %%XXP C RUYE WIDTH C NOY.PANEL WIDTX NON-RENT.NTERLOOKS G N e DOOR RUNE WIDTII SEE CNVR ON SHEET 13 OEJ PJi Z5 g 1 Y M I I % age ;O PXXXXXXXXP(SHOWN) QM Q Q HD Q 0 EXTERIOR RD CORNEA MAL'0'ON SHEET 22 0 g g y 1]S CORm m_'P ON SEET 22 F F F OPIIgIIIL N LRM R J Y��P1)C4Y�yOA N�N as T 2 7o S sYa3 4 g s4o ar 2°�FR= �ceszc BAR APPROVED CONFl(•LR TONS tl POCKETED DOORS (NON-RONFORCED SHOWN) NOTE SEE SHEET 13 FOR Dp AHD RFRIT'ORCNO OPTIONS 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR TRACKS 2.FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 1]: ap .•L; drawing no. 3.FO POC R ANCHOR DETN W 1 0-31 LS SEE SHEETS 15 TMRU 2]. �.+' NEIS ME NOT PART O F THIS MPROVAL �� AND TO BE REVIEWED E f AW. 4.DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rA0 A<• eneeE 11 o/2g I . . I r I I I I I r` THIS APPROVAL QUALIFIES DOORS WITH APPROVED p y CONFIGURATIONS SHOWN WTI 99 AND 13T CORNERS l� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 b ARE PRESENT. FOR DOORS USING 90'dt IW CORNER STILES LIMIT MAX.DESIGN LOADS TO*60.0 PSF F 6 0 gulp j ggig a ggpp FRNIE MOTH O W5 a NOW.PANEL WIDTH -RDNF.INTDdOCKS DO _SONm OR FRAME WIDTH EE CHART ON SHEET 13 -1 -- «$ � E qn 0 r v XXXXXXXXXPXXXXXXX(s ) O O O O Oj 0 EXTERIOR OH 0 © v OXXXXXXXP POCKET CAVITY NOT BY CGI BP 00 N DETAIL'.'ON SHEET 2R Lili NOT PART OF THS NO, t3S IL M DDNL•P'ON SHEET 22OTRpNAI M lIDl a J NIODUCfRSVIMD �tymduNOW FTUYE WARNNOY.PM'FL WID7H SEEcREINON SHEET 13 DOOR FRAME WIDTH 1. 1- er t„tMtyty TO� tg e H I Y L L 0 EXTE H Q 4 f PXXXXXXXO D:NDNIQ RIORBO CORNER DDM'0,ON SHEET 22 •• qq 135 CORNER D 'P ON SHED 22 o o S G OPTIONAL IN UEU OF J C c IVAD YEIIIIIIII 0 Y?0 ���.•„S1.t...;�q���� APPROVED GONFlC-ORATIONS -v POCKETED DOORS (NON-RONFORCm SHOWN) ' b• SEE SHEET 13 FOR Dp AND RONFORCNO OPTIONS NOTE 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. *_= E FOUR (4) TRACIL I 2.FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. dra.l. O. 3.FOR AN DETAILS SEE SHEETS 19 THRU 23. .'..Jq�' 9 D POCNETS Al HOT PART OF THS APPROVAL S••••••••.. W 10-31 ANO 10 BE REY9EWED By NU. 4.DOOR SMALL MELT EGRESS REQUIREMENTS AS APPLICABLE PER FIX;. SAO(VAL BTa01120E 28 f,!|IlaI aa �»�,�s ���»I|! -aa1;a !|!I!!{„II,lII! | ' • . =s»»»»»»�s��� � �;���»S»»;s��;����||■ . !!!!!!!!!!§■!§fq/ § . . . �;..,�.,,•• f ,M! IF �|!!!! , - ,l..,l,,,,;§,,,,l,,,§!f| \| ■El b!b§!§!!!!§!§§ all !!!!!!!!�l;l� !!�l�l��}§B«§ ( / §| ■ , ■ ■ ■ � . . . —7—� —� —§� —§— p - /— ----¥— ---- -- - — . --- . OR , ° ,5 �!|§ . \� - k . f � 0 � ... ©y�� 2 !| __a____ A,__Q�_o__N aIN &PRODUCT D . � ; n m_. � Doom, Inc. . . ' EM 2 ,7 #te r _ - Q �; � z7 ___ �_ _ IN�__. �� _G . i 3/18'ANN.CLASS 3/16'ANN.GLASS _ 075'Inte ��� Sonea CP N PET Core Stiles CP WUr PET Cara By'Eaelmw Chemicd Co.' I'Eaetman Chemiwl Co.' OR S=eK OR lq a Pn0 Color Ghee 090'mterlay'r C 'sane.awr Ane color Clara 'Eastman Chemirol Co. ROR 'Eamman Chemicd Co..' Q i DMerbYar 09D'ImaA^yer Sen 3/B'AIR SPACE $ant,Glae R'Kummy America,Inc.' R'K---y ArnMc Ina.' O Y 09D'InleRoyer J/ifi'TEMP.GI155 090'Inlerlayer < Tmsird PVB Tredfol PVD r By'Kumray Americo.Inc., By'Xumray Amedw,Inc.' V O e`Ij 3/16'HEAT STREWO GLASS 3/I6-HEAT SIREN-D GLASS Q 6 0 o< 9UCONE SILICONE 0 d vby Q GE SCS 12M CE SCS 1200 2 DOW CORNING 899 DOW CORNING 899 Q 6 (� DOW CORNING 995 m DOW CORNING 995 2 '3 S Yt T,3{ Yt XL EDGE SPACER n a h a ST.STEEL BY'CARDINAL' Q WO OR OURASEAL BY'OUANIX' ai SETTING BLOCKS OR a—Id n O AT 1/4 POINTS ON LIIES O SUPER SPACER BY'OUANEK' ti W1 WIDE THAN 36' W f S7NG BLOCKS ' a [� OUROMETER 8555 AT 1/4 POINTS ALL SIZES y( E: EPDY n . W p DURONETER 83" OF O IJ GLASS TYPE'A' GLASS TYPE'Al IIJJ 7/16.OJOtA11 LAN.Gi 1'OVERALL INSUL U.GLASS C 3/18'HEAT SIREN-D GLASS S Oro' 3/19'NEAT STREN'D LASS 3% M a°3 075'IntMoyer 075'ICP VIA }Z J By'E CP n C PET Con Snll'a CP WN PET Cam ri OR'Eaeenon Chemirol Ca.' By'Eastman Chemlcol Co.' OR yy1 O Sail's Oe'ME Color.' Eii, =And Color Gbss 1NMl R'Eaem'n CMmical Ca' R'Easmro Chemkal M.' O 090'InleHayer 3/8-AIR SPACE 090'Ime., Sen la' R Nurvy Ame w,Inc.' -.1.amy Amedro,Inc.' Y OBD'InlMoyer 3/16'TEMP.GLASS 09D'In1e c £ Tmsilol PYB Trosild PVrB r BY'Kuraray NnMro,Ine.' By'Kamrry Amedea,Ine.' + RtODUCPMEV✓� 2 J/1''HEAT SIREN'D GLASS 3 16'HEAT STREN'p Giett r ye��sxY\1\e/EAW 3 SILICONE /SILICONE Araixeem N'( �12 g g g �.I GE SCS 1200 GE SCS 1200 Rsplr'Oee hh a r�•e,+_ DOW CORNING 899 1 GOW CORNING 899 r � s DOW CORNING DDS DOW CORNING 995 \••C c _,. e r u� Ma.'R•h mom{ _ 41 s YI A.EDGE SPACER F F n O SETTING BLOCKS ,� OST.R STEEL BY'CARDINAL! AT 1/4 POINTS ON LNES OR \ °c WIDER THAN 36' -DURASEAL By'OIIANIX' I J M' EPDM W OR TIN O DUROMEIER 85*5 O SUPER SPACER BY'OUANDe 11 111 A; MA �nfl nN,y� W I f AT 1/4 POINTS ALL SIZES R 0 5 1 3•• ,eF" O .i " k TE�YSr W W DUROLTETER 8535 _ti}'• !t7' 8 ! b GLASS TYPE 'B' GLASS TYPE T1' dmxin 7/16'OVERALL(AY.Goss t'OVERALL INSUL VY.GLASS GLAZING OPTIONS NAL 11 Nnm l`�� Sheet 14 of 2B I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS OD �V 1tT S KV IN CLUSTERS 2BY WO BUCKS INCLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT NTG.STILE SEE NOTE SHEET 1 AT MTG.STILE IN CWSTERS .. ..&.NIERLOCK FADS. k INTERLOCK ENDS 1Bf WORD BUCKS AT MTG.STILE AT LNG SALE METAL SIRUCNRFS FLt ,a .SEE CHMT 3 SFE CHART SEE NOTE SHEET 1 SEEk INTERLLOC CHART k INTERLOCK ENDS SEE SPEC BELON ; I ...Ap'R �FS•. CONCRETE FOfl ONANm¢5 SEE CHART Z FOR OVANDTIES FOR QUANTITIES ' 0 C z� 5 Fix:E dl °3 5/b'- :J KSI VONCflETE AGE 3 5/B- u I • � DIST. �o�` 0 C�C ho t44us r Y ee `e 0 n o ANCHOR TYPE A • 9 i u}R 5 O 0 i~ INTO 2BY WOOD BUCKS O ANCHOR TYPE A Q ANCHOR TYPE BSi ANCHOR TYPE C = d OR WOOD STRUCTURES - THRU 1BY WOOD BUCKS gN DIRECLY INTO 3 KSI CONCRETE = INTO METAL STRUCNR6 - � d O L INTO 3 KSI CONCRETE OR APPROVED MUWONS Llvv���r��M¢ es1cN ILAO CAPACIT[-P6B(ANCITBPe) I WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO LL Z p mseD eNCPOTts rn•.eNLHOxa MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH J1 m E C (TYPx 4,B B c) (rYPa ez) TRANSFER THEM TO THE BUILDING STRUCTURE. STD.FRAME HUD AND SILL 5 TYPICAL CHOIRS'SEE ElEV.FOR SPACING Q b m� STxyN mi noz saVNPRow OR9 _.I -AT READ-.-.- -.- -.-.-.-AT JAMBS { e e �TypE•A'_ 1/4'Y 3_t/4' I e N BY'FLTYI'(Fu-177 IB.Fy-16!M) 1YPE'A'- 1/4�OIA ULTR.GON RV'EL[O' (Fu.171 KR Fysfe!K9) j r 'ewe® �'(�)IM"(a)IM'R�)IM"(�)�(�) •(�) THRU TOY BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4'MIN.EMBED INTO CONCRETE I 1-1/2-MIN.PENETRATION INTO WOOD I 1 C JO-1/B 1.2 e0.o - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC.OR MASONRY I ax-t/e72.4 W.0 M7 Bop - 1/2'MIN.EMBED INTO CONCRETE I 1-1/4-MIN.EMBED INTO CONC.OR MASONRY I O �2 aB-1/e e0.0 - 0.T.4 eo.0 - I RY{ !B-t/e )1.1 - eve 71.1 71.1 TYPE'B'- 1/4'x 3-1/t' TR._=..BY'ELCO'(fu-ln Im,y-1!!16Q TYPE'8'- 1/a'DLl lL7RACON 6Y'ELCO' (rN-tn KBA fy-1e3 K9) a• xa-t/e - - ma - - DIRECTLY INTO CONCRETE I DIRECTLY INTO DOING.OR MASONRY eae � c� w-t/e e0.o - - e0.o - - 2-MIN.EMBED 1-1/4'MIN.EMBED INTO GONG.OR MASONRY a-t/a Ba Re Bo.o - e{a Bop - I TYPE'C'- 1/4'CA SELF DRILLING SCREWS (GRADE!as) I I TYPE'C'- •T(a'Q• 0 c DR I LNG SCREWS !(GRAY CPS) I rcR Fl M 82] ... - u.t eno Bo.o I IMO MMMI-DADE COUNTY APPROVED MULLIONSII INFO MIAMI-DARE COUNTY APPROVED MULLIONS � 30�M� WA 71.1 71.1 eSB 71.1 1 11.1 OR OR I d INTO METAL STRUCTURES(HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES(HEAD/SILL/JAMBS) C_Z G„ Jo-1/e 78.7 eo.o 7e.e 90.0 - I (3)THREADS MIN.PENETRATION BEYOND SUBSTRATE II (3)THREADS MIN.PENETRATION BEYOND SUBSTRATE ( G JB-t/e Bv.x .0.0 - me mo - ALUMINUM:1/87 THIN.MIN.(6063-T5 MIN.) ALUMINUM:1/8'THK.MIN.(BOLi3-ITS MIN.) C aa-t/e v0 e1.v - u7 STEEL.'1/8-THK.MIN.(Fy.36 K51 MIND STEEL:1/8-THIN.KIN.(Fy 36 KSI MIN.) U�� aB-1/0 66.7 00. OJ"] (SLFFL IN ooNT_]GIN ALONWOY To BE Pm OR PMYILD) II (SIRL IN COMMIT WITH ALUYINUY TO BE PIATED OR PAPAFD) ;0-1/e -AT e-t/e I TPE'B2'-1/4-QLe I TRs ON BY' CO' (-IVY M.Fy-10e M) INTO CONCRETE OR MASONRY.2-1/2•YIN. v2-1/B ce 57.0 e0.o m0 'no DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE-1'MN. ae-t/e B 7]A BB 739 Bo.a 1-3/4-MIN.EMBED INTO CONCRETE INTO METAL STRUCTURE-3/1-KIN. WYODUC FRkyEl� L._._._ ,_"_._._•_,_._. WOOD AT MEAD A JAMBS SG AMBS 05S YIN. PiylyNm OePb1Y RB p CONCRETE D HEAD,DLL OR AT rB V. 3000 00 YEN. AA Ja-t/B vJ e 2 Bo.O eo.o MORE: C-90 XOl10M/FlIlID BIDCK AT JAMBS fm 2000 PSI MIN. vx_1A 102 a7 eo.B eo.B ao.o ANCHOR CAPACITIES LISTED ON THIS SILL RISERS ae-1/e a7.v u.! e0.o eo.o YYY SHEET TO BE USED IN CONJUNCTION ///---SEE SHEETS 14.15,17 k 1B FOR OPTIONAL SILL DETAILS �v '� 1 , 6A-I/e 7 a2O *IN GLASS CHARTS ON SHEET 13 / AND SHEET 13 FOR CAPACITY xx•''A6P (Ttrr w.a LOWER APPLICABLE VALUES CONTROL / - - Jo-1/e 3 TRACK SYSTEM SHOWN ALSO APPUCABLE S ANCHOR TYPE B e-1/a toe a Bo.o Q TO 2 AND 4 TRACK FRAMES. ANCHOR TYPE B o Q DIRECTLY INTO 3 K51 CONCRETE DIRECRY INTO 3 KSI CONCRETE F ti a ♦x_t/B ♦e.e eD.o PLEASE SEE FOLLOWING SHEETS FOR DETAILS. ss,0 c _(T sJ-1/e au ea{ 9 ......... ... ... _ _ u L e-t/e lla eo.0 57.2 MO (',} bw� a-t/e Bo.o {JAI eaD m s ..... .:y.y/TIT:. ���, LICBNg,;I:�o�• � C R eop ea.o 80.0 eo.o 5 I .. , •.' TYPICAL ANCHORS 4e-1/e tao AeA B0.0 eop ae� e0.o Bo.o $ PO m k WAOErYD IN CLUSTERS ae-�" u.t eao e000 aav BBa e0.o €�j NO-NETAW/NON-SNANI(AGE AT MTG.STILE drOmin9 no. HIGH STPENCN CPOLR k INTERLOCK ENDS /e BBA BO.a ro-l00o P51 MIN. BEY CNMT : A2018o1•,; � • LIMIT FM.((♦)ELMS TO 80.0 FSF FOP o00R5 W/O PQNFOPONG ALL 9SF5 MUSE 1RAlOT IT SHEAR FOR OI1A1111TIE$ -p�O""'•�G� W'Q-'31 LIMIT ET.(,)LOPJYi TO BOLO PSF FOR IKKIRS M/ F.UPTO SB IN.HT. LOADS TO STRUCTURE 'RRRiil�tiiTt a sheet 15 of Zg LIMIT W.4 LOADS TO 60.0 PSF MR DOORS N/RDNF.ABOVE BP N.HT.UPFO 120 IN.NCH: I I I I 1 i I i G , I( i I TYPICAL ANCHORS TYPICAL ANCHORS 3 K51 IN CLUSTERS 20Y WOOD BUCKS N CLUSTERS TYPICAL ANCHORS f' CONCRETE AT MTC.STILE SEE NOTE SHEET 1 AT MTB SIRE IN CLUSTERS TYPICAL ANCHORS V u ".A.ORI:RLOCK ENDS A INTERLOCK ENDS AT YTG.SIRE IN LWSRRS •EpGE' i SEE CXARf S NST SEE CHART 1BY W000 BUCKS "70 vft AT .STILEYETAI.STRUCTURES Sty o CONCRETE Ofl OAIRT6 SEE NOTE SHEET 1 A INTERLOCK ENDS SEE SPEC BELOW EW015T. Z .m^'@;FORQUAUITTIES lAgy753 K51 O•ZEDGECONCRETE fv 1 BIGE J 5/8, o I I —L wST' pp I 3 C��..�u ANCHOR TYPE A a4 3 _ x' a V�Ww� INTO 2BY WOOD BUCKS ANCHOR TYPE A ANCHOR TYPE B OR WOOD STRUCTURES f\'I ANCHOR TYPE C F O'QQ p n B THRU 1BY WOOD BUCKS $ DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES a9 O E D a D]SIGN Lo4D C4PACTTY-M(ANCHORS) INTO 3 KSI CONCRETE -9N - OR APPROVED MULLIONS J O aG¢ eNcaDRn sHLOHBRe a� R iC (TYPR A.B• m) -00 BUCKS AND METAL STRUCTURES NDT BY CCI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q G • om9 oen MUST SUSTAIN LOADS IMPoSED BY GLAZING SYSTEM AND, BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH $p TYPICAL.AMLTTORS:SEE ELEV.FOR SPACING TRANSFER iHEM TO THE BUILDING STRUCTURE STD.FRAME READ AND BILL Q�$.G( • ' —•..—AT HEAD'—'—.—.—. /e (o m.o I�YPE—•A'-.—1/- -DIA. — -I>—/61.,G P I F K50 THRU 1BY BUCKS INTO CONCRETE INTO 20Y WOOD BUCKS OR WOOD STRUCTURES V 42-, m - 7e.2 60+0 nBo - I i1-1/4'MIN.EMBED INTO CONCRETE II 1-1/2'MIN.PENETRATION INTO WOOD I g C se,ro eee o - SOLO - JHRU 21Y BUCKB INTO CONCRETE THRU TRY BUCKS INTO CONC.OR MASONRY S x4-,ro o ..o _ - - I /2'MIN.EMBED INTO CONCRETE II 1-1/4'MIN.EMBED INTO CONC.OR MASONRY I ' 0-,ro BOA - - TYPE'B- 1/4'K 1-T/4'NLTRACON RY'FI CD'(F.-m m Fy.Iw 16Q •.TYPE•B,_ V4• FlDD' (Mm KR Lptaa A5) O DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC.OR MASONNY I u-t/e e• aTA m.o - Bt.J - 2'MIN.EMBED 1-1/4'MIN.EMBED INTO CONC.OR MASONRY _ uii TYPE'C'- 4•DLL M P DRI I INO mBEWB ((GRADE a Q6) TYPE'C'- 1/4•MA.CFlF DRRIiNC.cY`RFWS tlMA RYa4-,/a m.0 - m.o - - INTO MWII-DADE COUNTY APPROVED MUWONS INTO MIAMI-DADE COUNTY APPROVED MUWONSn� m.o - Ta.e m.0 OR OR ea NTO PETAL STRUCTUREB(HEAD/SIWJAMBS) .. NTO METAL STRUCTURES(HEAD/SILL/JAMBS)a1.B SOLOSao SOLD (S)TId(EAOS MIN.PENETRATION BEYOND SUBSTRATE (3)THREADSWIN.PENETRATION BEYOND SUBSTRATE,/a m.T m.o o m.T Sao ea ALUMINUM:1/8'THK.MIN.(6063-TS MIN.) ALUMINUM:1/8'THK.MIN.(6063-TD MIN.)ro axA TB.a m Sat T]I ea STEEL•1/e'THK.MIN.(Fy.36 KSI MIND STEEL:1/8-THK.MIN.(Fy-36 KSI MIN.)S51m N COMMD WIIX HAIYIXW TO m m—OR PANTED) I . (51m N CONDCT,YITIf NDYwI1Y 10 ff H — ItlDJJ /a T].n 0 - SOLO - —. —.—.—.—.—.—.—.—.— -- _.—. J O .—•— —AT BILL ANCHOR FINE nle2u-uc 42-fro Be e0.o 60.0 m.0 m.0 I ITPE'B2'- ll4 DLl ULTR CON RY'ESELL (Fu-1TY M.Fp18]ICit) INTO CONCRETE OR WSONRf 2-1/2'YIN. 4e-1/S et.B n.n m.o ay.] TSB Sao DIRECTLY INTO CONCRETE INTO WOOD SIR L7CTURE 1'YIN. +e rat T2] ao.0 4sT OLDSI m.0 I — 1-3/4'MIN.EMBED INTO CONCRETE INTO NE1N-STRUCTURE.3/4-MIN. U-1--m-loo _ L —,—-—.—.—,—,—,_,— WOOD ATNFAD OR MALE SG.0.55 MIN,- CONCRETE AT WAD.SILL OR JAMBS IJC.3000 PSI MN.NOTE: C-BD HOLLOW/FTLLED BLOCK AT M MSS Im.2000 PS NKmo m.o eo.0 mA ANCHOR CAPACITIES LISTED ON THIS SILL RNERSUCER.WW m.ewo SHEET TO BE USED IN CONJUNCTION SEE SHEETS14,15 1T A 18 FOR OPDONAL SILL DETAILSum m.o 420 WffH CIASl CHAf(IS ON SHEET 13 AND SHEET 13 FDR CAPACITY 1T1 A-p vh ar�+°ll- 4-1ro m.o LOWER APPLICABLE VALUES CONTROL s..P1�m� m0 - - 3 TRACK SYSTEM SHOWN ALSO APPLICABLE XX g ]2-t/e 100 rot m.O 4aa TO 2 AND 4 TRACT(FRAMES. DI ANCHOR INTO 3 KSI CONCRETE 3 mi N ANCHOR RECTLY HIDE 3 KSI CONCRETE - - ,ie-,ro atia 422 wa PLEASE SEE FOLLOWING SHEETS FOR DETAILS. , g M� 39.4 ro 4 0.o a0Ae �g Y 11 L 1I11 1 2-fro 4eA ma m.o 4].e 0 ao.o Y I•° ]9/B�� `•py�..... 4S-tro 41.e mA m.0 mo eR.t m.0 •.'.3.8/B••, Y++ Nl ^ e �a.o mA mB �a me See s TYPICAL ANCHORS 8 t2o m.o mo 4e� m.0 eo.0 A HARDENED • M CLUSTERS - ••1*- a2-Iro 4J.t mA mo 4DA m.a mo NO-NETAIlI/NON-SXRINNAGE AT MTG.SIRE qq fJ�Y ]e.a Sew m.o MA 55.4 m.0 � RON STRENGTH GROUP A INTERLOCK ENDS MAR p•' a `GV',` erOwinO no. Yc.SOOT P51 WN. FOR SEES IIII�E9 R 5 2oia 0�.:•6' MMH FM.♦ LOADS TO m.e f4 FOR DODIS W/O Po:wGORCINO ALL SI2E5 NM'BY C.OI. LAIR EKL((r3 LatD6 TO e0.o PEF FOR DOORS W/REMF.t BB W.NL MAST TRANSFER SHEAR ��••�-• W 1 0-31 MUTT E%T.(r)LOADS 70 60.0 PBF FOR DOORS W/RENF.ABOVE 96 N.M.UPTO 120 N.HIGH. LOADS TO STRUCNHE I NA1. nntlt ehee115 of 28 , DDDR nave H13W 1/2-VAX . wx. Lo1D BEARING PN1E1.HE]GHf SNW Gm EXTERIOR at- 'r aBEri : _ 9LL XF GXt EXT. , L O EXT. ® 6 6 e. 9- a - - ® 6 6 6 6 - r �oa CA �a �sAsg -z n f b yyog • a N - b� 0 N � z T � toy oF9 Ils. sum smNa 1—n ion �RA6 +PLL) ALFAROOQ CORPORATIONa fLCGIVVindo-a andDoora, Inc. a3eoeDraEreRlvE.sunezzo b.q: x t1p.R w CWE[tts Rafe .25TH STREET PAWN,FwRI 33173 (C1N d593au�� xP Rwsz,w sm 33172 �'.3- 90 FAIL(315)393-6832 Coup-ML w,o-31 I TYPICAL ANCHORS PANEL wIOTH SEE 0". U MR SPACING LOAD BEARING © D.L.O. O SEE CH ON O J Z J yy�MIA MISA I S CHAR ON 13,101 CAPACITY O Q ?RsQ OO yg I In`y �03 ZOC LL o 5 I t t 0 QO O. ..O O O WI #D.1 IaL p _ qPRn i1 MW MICA ED) y • 1 E4 1 .EXTERIORNOM.PANEL DTtI O LOCK SnIE INTERLOCK IN _ __ERLOCK errl p w J (REINFORCED) DOOR FRAME w101H (RENFORCED) wLOWCEMlve < . 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RV.qi Rrn CI1nD119 1010 N.W 25TH STREET MD UI.FLORIDA 3373MIAMI, FL 33172 L808 (C.AJ3.3536) C FRIG DEDD]28M970 e TEL(SD5)593-6590 FM.(305)59}092 COUP-ANL W10-31CGI I I DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ITV ALL DOORS WITH CORNER CONFlGURA7IONS ARE UMITED TO 360.0 PSF o HH SOU X 1/N 0 j NH BEEF DM NO&1ENS 2" y AT 6'FROM ENDS d 12'O.C. g O 90'CORNER ©13S CORNER ; I 5 /10-24 M 1/T x /10-24%1/2' FH THREAD CUTIMD SCREWS AT ENDS d6CREMD.12" .C. AT 6'FitON ENDS d 12'O.C. 1 r cr aqq 6O'd�4 Q TOERW/yW LLFD JaNrs Q b GG 8 � oOLI 1 � y d EXTERIOR p 9 EXTERIOR 3' p Nn D.L CPO. TOER�/WELDED JOINTS a n ry —EL WVTH PINES N1DTH � v3n� DDOR FRAME WIDTH DOOR FRAME WIDTH ,., �10-18%1/2' IF;JI o H7 SELF ORIWNG SCREWS di U O AT 6'FROM ENDS d 12'O.C. I e � 1 3/4' I 7 (4)ANCHORS -E- (4)ANCHORS .mWpy� o p �888 8' 8• 8' 8' 6' 8. 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IMUKAR S E1 CW-iv IRWE BILL 2 TRACK We m CIA EKTIEUDER - E2 OM-151 ARWE�S 2 TRACK 50e 78 al DEER o 0 CGI-tea FRAME I 2 TRICK 6053-Te CGI DLIRIDFR E4 CW-153 EKIEIOOR INTERLOCK 5003-Te IND DRLOO, - O ES CW-154 INTERDR Itt1ERLOCN a053-TS CID EKRUDER E6 CGI-Im DNN 5111E 6053-Te ml EXTRUDDR E7 CW-15B TOP&BOTTOM NORM W0 Ta al D(RNOER �- ® CW-157 SILL-M SOSJ-Te CGI[KIRU001 ELI CIA-101 ALT.Sel PoSDR(OPIIONA) "O Te CW IDIMIDEA - C E9 .1-1. WTEI R 11VCK ASIRAFAa. 80 6 Te CCI DORUDER CID CGI-159 WTERLOCK REINTORCWC(LENCM TRAM:W.-W) Bo63-TB CO D Ra1DER - SINGLE LOCK: FOR ALL PANELS WITHOUT-CORNERS nl CGI 1im FRAME SUL 3 TRACK 6063-TB CW EXRUDER - TWO POIM LOCK BY'SULLIVAN'OR'INTERLOCK'LOCATED AT 5S E12 CW-tel FRAIE,wm 3 TRICK eoes-Te ON CORUDER - MAIN STILE AT 40'FROM BOTTOM $d E13 CGI-165 II—E xEAD 3 TRACN Saes-Te CGI EKRUDER - SS MORTISE LOCK(PART#SGD-500)(PSO1-0036-117) yy E14 CW-1 B6 OUTFIT TRACK ASIRAGV. saes-re cW EKmaoER - ZINC RECESSED ADAPTOR(PART#SGD-503)(PSOt-0036-117) ZINC HANDLE SET(PART JSM5500)&(PART 8SM2300WH) �-g ME CCI-17o POCIEr IfOUK e0e3-Te Col DRRUDER - ZINC KEEPER(PART BSGD-507)(PART BSCO-507N) Q b EI6 OW-121 7/16'GLASS GLAZING BEM NO-75 ON DORUDER EI7 CCI-In 1'XAss WADNO BEAD m—Ts -DORUDE', - DOUBLE LOCKS: REDD.AT BIT AND 135'CORNER PANELS ONLY c EIS CW-I53A EXIERDR INTERLOCK (OPRox ) 6063-76 CGI DRRUD°t -US W-15M INTERIOR INTERLOCK IGPRQK) 6063-7B CW EXTRUDER TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 76'FROM - BOTTOM E2o CO-Ism MAN STILE (OPnoNAL) 6063-70 CO EXTRUDER - SS MOROSE LOCKS WITH RECESSED ADAPTORS(PART BMD-3310141) E E2t CW-156A TOP&earroM xoR¢ (oPllOw) 6a83-T8 CS,EXTRUDDR - SECURED WITH(2) 10-24 X 1/2'FH SCREWS R E22 CW-150A ASII»cAL (➢PnaNu) NO-Ts CW E%RNOR BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED c ELT MW tees ORER-Rasa ASINLJL(OmmAL) W63-T6 Cm,EI EER - CONNECTING BAR(PART 8HD-3310142) E24 CO-tea DECORAn E WU.cuV (OPIIoE w 6063-76 CC EXTRUDER - _- ZINC HANDLE SET O ME CCI-184 2 3&4 TRACK FRWE BILL SCREW COVER 60G3-TB CW EXTRINER - SECURED WITH(2)6-32 X 1-1/2'OH MS me CW-1e7 a 3&4 TRACK FRAME HEM scow Come W63-M CW EXTRUDER - STEEL KEEPER(PART#HD-3310143) c E27 CCI-I. FRADC AWB scald co—(fF 0") 6 G6 m CW DRRUOER _ SECURED WITH(4) 10-24 X 1/2'PH THREAD FORMING SCREWS E28 CW-1028 FRAME HEAD 4 TRACKsaes-Ta W EKRNOFA - �I ; n E29 CCI-1029 FRAME SILL 4 TRACK 6063-76 CC I EXTRUDER - C Z h no CGI-1030 FRAME AMB 4 TRACK 6063-T5 CGI EXTRUDER - U1 CCI-1057 FEMAE CORNER ADAPTOR(97) 6063 m CC DORUOER m CGI-1058 FEMALE tllfdffR AOAPIOR(f1S) 5083-TB OGI E UDER E33 col-Moss MALE COR6RR ADAPTOR 6063-TB ON DRRVODR IR U O ul CW-3B2V CAZNG BULB VINYL(DUROMEFER 75-80 SRORE A) PVC 0 M2 CGI-171C FIXED PANEL CUP(2-1/2'LONG) 606T M 3 O FIXED PANEL M3 CW-173 F➢aD PANEL SHM NRO! - 2 PER IDOD PANEL �DDUCEYLY� t t M1a C41-175 FRAME IeiAD ANILLwr&PAD PILE WOOL/EMON SU m I PER NTERLOCK/ASIR Mil W23201N0 PILE MATH CEIOEn FIN WOOL ATRWAB OR EQUIV. - A4apbu4 No 17 I2f N U$ M12 - BOTTOM RNL SIDFL M 1'LONG,2 AT EACH END AAYNUY CCI DORuDm 4 PER BOTTOM RAIL E4{AT4W4 --� 7A a Ie!!!ffV U13 A-51-PRS-I5 ROLLER ASSEMBLY AT PANELS WRNOUT CORNERS SIM AMESBURY 2 PER OPERABLE ` L.c�y� Y714 1984 ROLLER ASSEMBLY AT CORNER PANELS Sf/Sf IYESBURY 2 PER OPERABLE PANEL IL4�'pb PlyogEyMy S M14 SCA-500 OWL PORT LOCK ST/ST Suuwm ATT—RI SGO-503 Q M14T 1`501-OD.T6-117 DM MORTISE LOCK ST/sT INTERLOCKS AUM TO Y164 M15 SLR)-507 I ffl DNC SIR m INS[W/2 JIOILT/4'PH - M15A SGD-507N KEEPER ZK OCFRLOC( MET.W/2 41OX3p'PM MAR 0 5 2018 o e=9 MIS SGD-51n RECSSE➢ADAPTOR WE SULLIVAN INST.W/2 I10M/4'FH .1. Purl-0W8-117 RECESSED ADWfOR SING MIDLDCI6 INST.W/2/IOX3/4'FH M17 SGD-MCC H4NOIE SET me BVLLNNI/MERLOCRS MMle 91]3WWH K4 BC OFIIOKL 2WC suuL m - T tll I VVV 1 . SCS2000 SLPRUF STAIANf SLXANE GE M20 CGI-IT! PA M TOP&BOTTOM DUST PILE WITOL/PVC SUWVAN OR OWN. 4 PER PANEL M21 W3-202 NERD AID SLL SYA.PRE PAD WOOL ULIRI7AB OR EWW. 1 PER OITWCCN/ABTRM.LL y LYE u22 WS-201 SILLKERWCN PILE PAD WOOL ULIR .OR M. u23 ND-12-10042 -W*REACH POCKET SEAL - AMESBURY S2 - 110 X 1 1/4'I.Q.PHL PK BYi ST/Sf.ASSEN6LY SCREW - - TOR 3 PER CORNER `- drawing no. W10-31 ADHA1 1 6Deet 24 oT 28 r § � W 2 . . - $ § E : 44 s r ` § � � \ � \ ■ � _ . - - - . - ° § . : . m � ; § � | ° 2 § ■ § | E ; | ) ; . . . . . , . . ; �3zq ¥ � K . . , § • ra - . - . . ) § B \ ; b. - , | |a ■ q § � � § ) § �' [ K, . % ■ \ T | f ` ` } f / B . 10100N.W. 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O_ na d ,o ,• •a.,l on SUM MflM 150 AA UK GAu 000R(Lut) A4FAR000 CORPORATION a • ate•-r nL ol.n., mun/a mxmx aclNma r vrrooum oEvc3.ovMExr oOe• ama., p „m� �CG,10,.Vndows and Doom, Ine. +neo su,aEr cav&sune� I 6.y N Ills.l ppypE Bg¢n 0 Na $71ZM MuuN4 F10iEOA 333T9 8Q9B) ,FL.33M (i)sw-weo vn3(ws1 esa-escx n'''caom seaemo sAc tsom oea3538 COUP-ANL w,c-sCa C 1 9 9 gryiA. aa �• o'Y2o-,0 r0ews ces' on Sam mums 150 AM 51DNO QAS9 DOOR 8 t sun i NW AL-FAROOQ CORPORATION 0 •�l/B•-,• o,.n., ll. v,00VEER!6 PRODUCT DEYELOPMpR w—ra , CGI Windows and Doors, IRC. s3eo suRssrDRnm.sons alo o I m.di �,,p,� x9 au�cc ra sm 10100 N.W.25TH STREET MIMO.FLOMM 33173 (c.A,n.3538) G. � �' o9z9,a x0 auxz na sm MLAMI,FL�33172 —C.Msnsea0o FAc t�mlaea®r� NL h: iFl.(]OS)N]-6l90 FAIL(JO3J 39}5y92 CONP-mR W10-31C01 BY MIAMI•�ADE IIrrIP�h�1113 � AIIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY IAND 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.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County,) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or,suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window—S.M.I. APPROVAL DOCUMENT: Drawing No.W14-19,titled"Series Sentinel 130 Aluminum Fixed Window (S.M.I.)",sheets 1 through 6 of 6, dated 04/10/14,with revision B 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 Noticel of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING: 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: "IvEami-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 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.15-0512.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0918.08 M!AM6DADE coS Expiration Date: July 31,2019 ' +fit Approval Date: .November 30,2017 Page 1 AA#003379 AR#t:011105 APPROVED ®REVISE&RESUBMIT ®APPROVEDA&'CORR•ECTED Ej REJECTED This review l only for general confe mane!i,h tha d?slgn coizcept of the project and general cc;nallvnco with the infcrma[w tgivan in the contract documeMs.Corrections or corrzrnents made Lm taz) shop draevnngs during US review Oo not relieve zihe coniractor from corr-pliance v iih the rsquire- M&Its of thD plans and apse,canons.A prob'aj of a spacinc item shall not lridzj�e epprovai of an assembly of which the item is a con?;.,,nerd.Con- tractor Is responsible for.Dimensions to be cron8:-need and corralatsd at the !o,site;h or;nation that pertains solely to the fabrication ptocosses or to t3ha means,mWhods,techniques, sequences and procedures of construc- tion:coordination of the work of all other des:and for performing all work in a safe and saEsfactoy manner. DATE: BY: tl ,IS Ali OEM M IAM I-IaADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION I T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamdade.sov/economy CGI Windows and Doors,Inc. 10100 NW 25'Street Miami,FL 33172' SCOPE: This NOA is being issued under the applicable'rules and regulations governing the use of construction. materials. The documentation Isubmitted 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".Sentinel 130"Aluminum Fixed Window--S.M.I. APPROVAL DOCUMENT:IDrawingNo.W14-19,titled"Series Sentinel 130 Aluminum Fixed Window (S.M.I.)",sheets 1 through 6 of 6,dated 04/10/14,with revision B 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. j NUSSILE IMPACT RATING: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. TERMMATION 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 No.15-0512.17 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.17-0918.08 MrM=4XAMC0UNWW Expiration Date: July 31,2019 Approval Date: November 30,2017 <<�P 07 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS . 1. Manufacturer' die drawings and sections., (Submitted under NOA No.14 0515.11) 2. Drawing No.W14-19,titled Series Sentinel 130 Aluminum Fixed Window(S.M.I.), sheets 1 through 6 of 6,dated 04/10/14,with revision A 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(V and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-33056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacert 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®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) 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 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Certified Testing Laboratories,Test Report No. CTLA 3009WC,dated 03/24/14, signed and sealed by R4mesh C. Patel,P.E (Submitted under NOA No.1 q 0515.11) 1. Manuel ez,P.E. Product Contr I xaminer NOA No.17-0918.08 Expiration Date: July 31,2019 Approval Date: November 30,2017 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED C. CALCULATIONS 1. Anchor verification calculations and,structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 04/07/14, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad P.E. 2. Glazing complies-with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade i eparttnent of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. 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. l 2. Notice of Ac eptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25115,expiring on 12/11/16. I F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51` Edition (2014), and of no financial interest, dated May 8; 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0515.11) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. (Submitted under NOA No.14 0515.11) 3. 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: 14-0515.11, issued to CGI Windows & Doors for their Series "Sentinel 130" Aluminum Fixed Window - S.M.I. approved on 07/31/14 and expiring on 07/31/19. Manuel Per94 P.Y. Product Control Exhmider NOA No.17-0918.08 Expiration Date: July 31,2019 Approval Date: November 30,2017 E-2 i CGI Windows and Doors,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W14-19,titled Series Sentinel 130 Aluminum Fixed Window(S.M.I.), sheets 1 through 6 of 6,dated 04/10/14,with revision B dated 08/29/17,prepared by Al-Farooq Coiporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. . C. CALCULATIONS � 1. Anchor verification calculations and structural analysis, complying with FBC 60' Edition (2017), updated on September 6, 2017, prepared by Al-Farooq Corporation, 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. 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. - 2. 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 51' Edition (2014), with FBC 6a'Edition (2017) and of no fmancial interest, dated August 15, 2017, issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. I G. OTHERS 1. Notice of Acceptance No. 15-0512.17, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 130" Aluminum Fixed Window'- S.M.I. approved on 09/17/15 and expiring.,on 07/31/19. Manuel P ez,P.E. Product Control Fxagliner NOA No.1 - 18.08 Expiration Date: July 31,2019 Approval Date: November 30,2017 E-3 I • I I I . 49' • •' FLANGE WIDTH _ DL OPT B�OM FLD¢ TYPIGAI ELEVATION qqqq I 8'MAY 1B•MAIL l 4• Z •� EBAD/591 A SHOfRiER L 1 W J1. O2 T ES 2 CORD SICES STpf'�EL 'RED ANCHOR SPACING SHOWN HEREIN APPUUBLE In Pi GO TO FIANCE AND FLUSH FRAMES. dS b $ SEE SHEET 2 FOR FIN FRAMES. G II II II 11 m $ II II I II II II II II Co� 11 11 II II II II H O K G II II Gt II II II II B , O 8 �q BUCI( BGHT o.L ax. a 13_ --_ s Iii II 9 u u n n I n n =•+••••Ir===�F•�^'uw��A II i 15 F•N p! FALSE LIUNIINS I°2$ (sluACE isPl�)) te'wx. B'ILAx. te'MAx. �� ty.6Ry,1� •d c-n ei FANG m AD TOR FRAME ➢P110WL I SHORTER HFAD/SLL SlfORTEA SIDES T) SCEs CORNERS SIDES � C Z� • EQUAL LEGFR LTF. 3t. SFRIEG SFNfINEL ISO A7 UtdL7aUM FD�D WINDOW wtrroay rnDw wwplrx YnDlx mNDDW wlppl p��{ ,.t DESIGN LOAD RATINGS FDR THESE WINOOwS 1 BE AS PER WINWW WmITN �� �'I 1 tll U F CHARTS SHOWN ON SHEET 7. ---- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I I I I OF FDL/FDL OR FILL WOW.WI01 OTHER MWAI-DADE COUNTY I I G I I I G p APPROVED WINDOWS USING MIAMt-DARE COUNTY APPROVED MULLIONS I % I § I § / I / I ; I / I $w BETWEEN. ; LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL = R WILL APPLY TO ENTIRE SYSTEM. o wwopW wmw wlNoow'wmnN mNoow W0111 W.WIDTH pd]'LI1E_4PE1ItlGS: R Q PRODUCT HAS BEEN 14(SIN AND 76RD T(COMPLY WITH THE D.LO.NIGHT m BUCK HEIGHT-70' B REOIAiEYE1Ni5 OF TEE 3014(SIN kDf1ON)/2077(BIN EDIIIOI)FIJ%imA __ __ r p.LO.WIDTH BUCK WIDTH-3.00' SUIDNG CODE INCLUDING HIGH VELOCITY NUpFtOVNE 20NE(HYHZ). r 1BY fR]Hf WOOD BUCICS h BUCK FASTEN BT CRIERS,MUST BE / I i 1 I LAM. GLASS .. DESICNE0 AND NSTAlID ADD°LATELY 7D TRANSFER APPLIED PROWQ LAAT6 / / / INSULATING LAM.GLASS o TO THE BUILONG STRUCTURE s SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RL56PNT,SPACED AS SHOWN ON DETNLS m AND INSTA=PER MNUF'S INSTRUCIT".SPECOIED IWBFDMENT TO BASE MATERIAL SHALL BE BEYOND WNL DRESSING OR STUCCO.. A LOAD DURATION INCREASE W ESI USED IN DGN OF ANCHORS INTO WOOD ONLY. J �P.v,�•ak!!tt�� ,• ... s ALL SNMS TO BE HIGH WPALT.NDN-METALLIC MD NDN-COMPRESSIBLE. � THESE WINDOWS AFE FATED FUR SMALL MRSRE IMPACT. PRODUCT REVISED VAIETMLS NCIJNNG BUT NOT IDARFD TO STEFL/META.SCREWS.THAT , MIWM-DADE COUNTY APPRUVB]IIAPALT R66TANi SHUTTERS REQUIRED I^P1�T,.n wlFh Ne Fj.r � . DOME INTO OONTACE WITH OTHER DISSMIWN MAERIAIS SHALL MEET THE FOR INSOyLATIONS UP 70 70 FT.OF GRADE NOA-N 17-0818.08 IT REDUNDMFN75 OF THE 9014/9117 FiDRIW TRIO.COIF A ADOPTED STNOARDS. SHUTTERS NOT READ.FOR INSIAWDONS ABOVE 70 Fr.OF GRAPE TH6 PRODUCT APPROVAL IS GENERIC AND DOEf NOT PROVIDE INFORMATION ntlan Mlo OM-7— FOR yM� drvWN9 A SIZE SPECIFIC PROIELT.Le.LIFE SHIFTY OF THIS PRODUCT.ADEQUACY A4 OF SIRICRRE RECEMNG THIS PRODUCT AA SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SNO114 ABOVE OR SDRLAR CAN BE BY •,�1 R:•6C�' W14�•I 9 WAFA WFLLIRAION RIC=ANCE EM_ VERIFIED BY INSCRIBING PICRIRE WINDOW SHAPE WORN SQUARE OR RECTANGLE AS N9 uc C°NDIRONS NOf SNOYM N THIS DRA17N0 ARE TO BE ANALYZED SEPANA Y. SHOWN INDOT7ED LINES AND OBWMNG AUICWABLE LOADS FROM THOSE SHAPER 77 / ,•�•�\ eNeel oT 8 AND TO BE RENEWED Bf BUILDING OFFICIAL. A RII II eB' ' Dumc HDoxr � . U.L OPG. Egg n .I 16'IIA%. 8'YAK IDNGPA .N4B - P„� SD6 aB. WINDS m BUCK IIE1G11T ����jj D.1- OPG. Ob m a h - I; � I; it w' 16'MNl. 6•uuL F SUES co6NDs 98' BUCK m1CHf DL ON. � ii II le'IUII. e•YAIL HFl90H ux BUG( 9Hf SIDESm COMERS� 01.on. qj no m Z �zz sg Y'9.�jyy� aka aa�cs ,(� 3 aom o•-,o-N rev sane: e9c on SERIES SEN0NE1 130 ALUMINUM R)(9 WINDOW ISM AL-FAROOQ CORPORATION a A '°""tr+'•t'�' " ' X0p1""�109°" CGI Windows and Doors, Inc. EHDiNGHiS hp,HeD,1cr°Eva°pn+mr r 'P' oral uPD,RBm 191l fee SMOS,NSET DRIVE,SUI1E790 f 10100 N.W.25TH STREET w,um.Ptom°nsaa7'a G• . (u.n.ease) MWAI.FL.33172 m.(s9e11e•eeoo •wcf906110>b9lB m �° aJ.q' Tn.(eCe)69]-6590 fAY.(3G3)5B}W'91 C01�-"HL W1•-tBCq � LtyRli:S:.yRq m S u44�.9Y GG�•�:��5',RKY`6,i�Fj Y,S1^i qi5:��K�K'6L4i=€IY t Kkq:�� . 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L . t!) 8YT&NOR i G Is gR I $z3Mb ps fo: •99 � � S7 � �� �C.� 6 8 -' awn w-fo-u m'�aonse nn soUS SINi0iF1 130 N.01 41111 FD ED MMM(SILO OIAL FAROOQ CORPORATION a ecn MNf A9 a MODOCr DWEJDIa MY 30"°"41 1O OP1^o"®'a' [T,EL u ) o n An e ae>a.f issam m mn.s M �owaCGI Windows and Doom, Inc. v�WM 220 10100 N.W 25TH STREET 'RIM (U.N.son) IAMI,FL 33172 G (Js)s 90 m(J - Calm.-ANL wu-tecd i I I i I TYPICAL INSTALLATION DET THESE DETAIIS AILS TYPAL,CoON ALL FOUR SIDES OF WIND05V S BWALLAMON DETAILS THRU 1X INSTALLATION DETAILS TKRU 2X INSTALLATION Df:TA65 INSTALLATION DETAILS KM METAL Z WOOD BUCKS INTO CONCRETE BUCKS OR MTO WOOD STRUCTURES DumcfLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS F y FLANGE FLANGE TII'IlYL mall FLANGE 1/4'MAN. nANG—SEE ELLV. nn g 2BI WOOD BUCK TOR SPWA NG 9RY5 METAL O WryW J� OR I TYPICAL AYilORS SIRIICTU� {C O Cm w FOR SP C IQ TYPICAL ANCHORS O Q� O 3 .O uPL 3 O SEE 0", Q R � B 3 p Qd E1 I .y,• Q��Q EI 1 ___ LLty GG . 52 KILL, P IYPCAI.AHCHDRS q II� � •• .. ". I SFE EIEV.• .I � WOOD t110�f FOR SPACING I I fl q c � tµ•IAAY EQUAL LEG EQUAL LEG EQUAL LEGS• EQUAL LEG o C 211Y N)OG fAICK 12TAL 61 ! " Al -0w000 srRucnns C1 �� °��o TYPICAL ANanRs n ti - © I 1° y 1• � FOR sPFttt+e Q I FOR SPACNG q P.•� ... •I SFFX �afORS q TYPICAL ANagRS 0 •�' TOY FOR SPAONO FO ° R WOOL BUCK I y R PRODUCT REVISED BuwmpytnB,with M.RMea WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. tNsCCaatltl NOA 17-087&OB MUST SUSTAIN LOADS IMPOSEC HY GWJNG TWEM 4 Eaptntbn l/ab 07p1f2019 AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE D.Ev.FOR aAarro i Mm Fy 1/4'DIA KVAK�ON II R'I'HILT'(Mi61 IW. 57.0 �1 '\ DLL ULTRACON BY'E1_W'(F.-IW K9,Fp155 NSQ !1b CM°OR c_ELF DRILNO SCRL10(GRACE 2 CRS) TWI AI -F DK_'TIyN., S=r 4 ZO�� \F.�......•e INTO 2BF WOOD BUCKS OR WOOD STRUCTURES INTO MINA-DADE COUNTY APPROVED MUWONS INTO CONCRETE AND MASONRY-2-1/2'MIN. ` 1-1/2'MIN.PENETRATION INTO WOOD(HEAD/SILL/JAMBS) OR 1 INTO WOOD STRUCTURE=1'MIN. (3) METAL STRUCTURES(HEAD/SILL/JAMBS) INTO METAL STRUCTURE 31,V 7HRU 1BY BUCKS INTO CONC.OR BLOCKS' (3)THREAOS�WN.PENETRATION BEYOND SUBSTRATE * •:Y7= k 1-1/4'MIN.EMBED INTO CONCRETE(HEAD/SILL/JAMBS) WOOD AT HFAD,SILL OR JAMBS SO-0.55 MIN. y y ALUMINUM:1/8'THK.MIN.(6063-TS MIN.) 1-1/4'MIN.EMBED INTO BLOCKS(JAMBS) CONO7DE AT HEAD,SILL OR JAMiS fc 3000 P51 MIN. STEEL:1/8'iTHK.MIN.(Fy 3B KS MIN.) C-W HOLLOW/FlMID BIDIX A7 JAMBS fm-2000 P51 IMN. OP r � Elci 9 no. DIRECTLY INTO CONCRETE OR BLOCKS (STEEL INCONEACT WIN ALU"UM TO BE RATED OR FAULTED) 1-1/4'MIN.EMS INTO CONCRETE(HIAD/SBL/JAMBS) "......... 1-1/4'MIN.EMBED INTO BLOCKS(JAMBS) ,�NA<;I aneet 4 a e I i I I �4. 43 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES.OF WINDOW � I Z ; INSTALLATION DETAILS THRU,K INSTALLATION DETAILS THRU x% INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL F WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 9 FF o FLANGE ADAPTOR FLANGE ADAPTOR FLANGE AD pA TOR• FLANGE ADAPTOR Ca i7� SEE M'ANCHORS ,/P U" . W. 2BY WOOD BUCK FOR SPA MO S Dr 8 O �I OR SRd10NRE T YPICAL ANCHORS STRUCTURE 0 npQ $E BEV. j ILL FOR SPACNG y2 TYPMAL ANCHORS 8 FOR Vi Der 3 a 1' Fp •, FOR"V, Q 159 C3 GJ FF s2 WIN,. P _ YYPIGL AtICIDRS 10 ••• ,8Y I FOR SPACING ii B n WWD BUCK m FR O '� o �XX {1/4'MAX &1Cf NE,ONf i/{•um C 2 S/B'MN. I GAPWOOD A)CTURE GAP C NOT BY 001 i/2'W& 1/2'MIN. 2�/8,WL - FIN FRAME c z ,. ac mm 8 Z" TYPICAL ANCHORS: SEE Cum FOR wAWVG I v INTO 2BY W000 BUCKS OR WOOD STRUCTURES ____--- WHEN USED THE MIN.WOOD 1-1/4'MIN:PENETRATION INTO WOOD , BUCK DEFDL SWILL BE 2)§'. THE USE OF DEEPER OR `o w�y BEVELED WOODBUCKS IS NOISE WWP C5 o EXTERIOR f IS PERMITTED. NOT BY ca S f DUCK WBRI BUCK NIDTH MHWI-DUDE COUNTY II NIWI-ME=NIY APPROVED LLI H M � r--TI APFRNO MUON I I=w h MUWON ANCHORS II n e R k MDWON ANCHORS II SEE SFPARAiE NOA ,I g IH SEE SWAM Na II i AA i D ,FUAUAA < .I PRODUCT REVISED . J AsF Pwde. - - I 1I ------- NCA�Is 1T-0818.08 - � .• � �J `--J TYPICAL ANCHORS ENpintbn IDafa 07 19 - -*' $ 2 b SEE TLIv. p`.. dm.ins D. FOR SPACING TBa ONfOF n,K,•$M5. Soivni W14-19 11 I sheet 5 of 6 3 ? m ? m E 3 E • ! § ■ § k | � 2 § . `: ) # 2 § � � � � § � ■ � � ° / § ' . L | Lj § . IS . - 3 ■ � . - ® I - . . -12V1 0m!§ §2||§ MoMill§ ` ! §§18 §§§■| § | \ \ ] 0 §! ! K - . e | � | � � 22;»■ §§§||§� - m .... ........ �� 25| ,s m___.c A,_o _o__N e : m +�. _ om . - ° 77_n } r��m c e,� ___ a__. _ I I • ti- I SV N LU IBy M IAM I•DADE MIAMI-DADE COUNTY MEN 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.miamidade.gov/economy CGI Windows and Doors,Inc' nc 1 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 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 Clipped,Extruded Aluminum Tube Mullion—L.M.I. 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. 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 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 I 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#15-0420.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0129.08 MIAMI•DADE COUNTYM Expiration Date: March 28,2023 Approval Date:March 29.2018 3i 1 f�p11 Page 1 RMIMMW�LL L�-�. ugg-gr MO73379 g�Y 0 APPROVED E]REVJ.S;_?-IMSUM-1-IT C]APPROVED A&,,3GiRRZC'TED 0 REJECTED Th!'! (,qIIy, 'or(Mgr I iuhh Uhic wim M cpii�apL thy, i A, rC7n itj-,D L'. flo U1 Coiluacf rF op. ruylip'.,tv do not re; -;n3s dorm, C .n t,11�Taqure- Ap-mv-1 �i e �,Ef;j -1 Pprovzl of Ri'l of.,ih'; E`1101f! I Sha I not dl 1113 item is a COW,OP tra-c"Or is jespon i bla for-* ;s to con- be can,,"'-d and c0f.Mlbisd at the o et; "on that I)Ort'ins solely to the fabfic C-P, PrOceS�03,)r to t119 means,rpej jb"-ts' lads'techn'Qussl SOW011ces and Procedures of collsUuc On:Wordinalulon of it,,q wvrk of a.1 a"1 o 0 Sr Wes: In a safe and saUlUfa and for pribrMing all vjork r-tOry manner. DATE., A By. M IAM I•DADE MIAMI-DADE 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.miamidade.gov/economy CGI Windows and Doors,Inc: 10100 NW 25`h Street j 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). Itter This NOA shall not be valid 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,1 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 Idescribed herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion—L.M.I.", sheets 1,12, 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 Corpration, 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. i 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 followinglstatement: "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#15-0420.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0129.08 MIAMI•DADE COUNTY Expiration Date: March 28,2023 Approval,Date:March 29.2018 �i J�(p,j Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 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 07/27/15,prepared by Al- Farooq Corporation,signed, sealed'by Javad Ahmad,P.E. I 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 Reportl 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 Ion: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with I 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 I 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-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) i 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 Manuef Pere ,AT. Product Control Exawl9br 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). i E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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. 08-0331.07) 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 OA No. 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. I , Manuel IpCrez,r.E. Product ControYNXxwdmer 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. i B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th 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) I E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014),with FBC 6th Edition(2017),and of no financial interest,dated October 4,2017,issued by Al-Farooq 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. j Manuel P58- z,P Product Control er NOA No. 29.08 Expiration Date: March 28,2023 Approval Date:March 29.2018 E-3 I I I T30'TTF. p •S i( NOTE 1 3a 3Ps Pym CLUING GI i 2.Om 4Am C F 2 ADNC PRODU GCE L I I 3I IL F--zmD--V �k tnm Q�{yaLX.� IxS.��JD2 NH 4 V N\3 IF P ANGI F t 606]-T8 K• Q �p TX2 MULLION �• i �Qr y8 tag 6063-T8 �BLm�Slm I 6ypp �J 1Dmy r 3 J23 J. zma 3000 .DOD GEL u II I g. g V�—P�00� Q WOs 2B3 MULLIONS OWAININ TYPICAL A IN PROD TS g OwLEiONSIOZ7 W-IN HORIZONTAL OR VERTICAL c SEE WINDOW OR DOOR APPRM&FOR FASTENERS SIZES AND SPACING y L 1 2' 1.688 3' 2.686 11—ON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I P 3.688 AND CAN BE USED WI1H ALL MWAI-DADE COUNTY APPROVED 6' l.68B w IMPACT AND NON-IMPACT RESISTANT PRODUCTS. C � Ix ,9302 N\4 I RECTANGULAR ALUMINUM TUBE MULLIONS � e F n x S.-.QT3s N\1 Ix.2.6762 Dr\. USING MUWON PROPERDES ONLY 3 ruin 1g1 ft-1.4881 N\] I .715 NOTES: n iF 7X33 MULLION I MS PRODUCT M BEEN DESIGNED AND TESTED TD COMPLY WITH THE GO T T8 2X4 MULL ION I REOLIMEME BS OF THE 2017(6TH EDMON)FLORIDA BUILDING CODE 60fU-TB ,INCLUDING HEN VDDGTF HURi0G1NE ZONE(HMR). 8-•-' ALL GLAZBIc PRODUCTS USED MIN THESE uVLIDHS oust MEET THE 2D00 LWS I MPUCABLE U611M710N.BUILDING CODECRCED ENTRY REQUIREMENTSERESSWICE.SUEGV/RDS ETC, LOAD.WATER U F Y:::�4ftN----J I 1BY OR 2ST WOOD BUCL6 h BUCK FASnNLRS BY OTHERS,MIST BE O DESIGNED AND NST LL ADEMATELY TO TRANSFFN APPLIED PRODUCE IDA6 TO THE 8=140 STRUCTURE �+ ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DEEALs 4 AD INSTALLED PER uANWS NSTRU s.sPEaFDG EMBMME T TO ELSE a 9R MATERIAL S BE BEYOND TEAL DRESSING OR STUCCO. IABO-I = R R qq R �• MUWON CUP FOR 7fTY TUBLS A lD\D DURATIONNCRFASE S USED IN DESIGN OF ANCHORS INTO W000 ONLY. 2 B C e B A_TT. L SIDS TO BE ICON IMPACT.NON-METALUC ANDMPRESSIBLE, YD NDN-CO a {gql @Q g QA 600- MATDWS INCLUDING BUT NOT ULUIFD TO &ETSAL9ALL MEET THE COME UOG COMACT WITH GIVER UMM U T ]ES RFDUNEIEHRS M THE 2017 FORM BLOC.CODE N ADOPTED STMOWD^.. QBm L]m THIS PRODIN,7 APRHOVA,S GENERIC AND DOES NOT PRGAOE LKFDR94TION F'OR A SrrE SPELUIC PROJECT.U.LEE SWETY OF THIS PRODUCT ADERACI' H c$C OF SDUCTME RECEMNC TINS PROD=AND SFALNG AROUND OPEWNO FOR J25 WATER NFLLTRATION RESISTANCE Etl e W•`,( - 4.m0 I INSTRI UCTIONS, CONDRIONS NOT SHOWN IN THE DRAWING ARE TO BE ANALYZED SEPA MY. USE[BAGS AND GRAPHS AS FOLLOWS AND TD BE RMEWED BY BVRDNO OFElOA. FOR PART 2D00 I25 \\\1111111 II AA n LU �1 DESIGN LOAD RFDURED PER ASCE 7 FOR PIRfICUUR OPEMNO. PRODUCFRhVLS® �2' ABOVE LOAD REQULINT'^ITEMS. GIADNG PROOVCIS MERINO BN. 74mme�6�11A�NyNLy STEP 3 USE CONNELTDN TO MULLION As PER PROWCT A�I'�^Nu��D 4. APPROVAL D- P - •t I*_ $ � t b I:.20374 4 I USING OPAPIS ON SHEET 2 SF1ECf UULLDN SIZE WITH 87 Sz.1.OIB7 M3 IRA B.2757 N\4 SIE4 DESIGN MRNO MORE IHIAN OE514TI LOAD SPECIFIED Mumi mb pVoyM S..2.7588 PI\3 IN STEP 1 ABOVE. tK droving rw. MULUbN CLIP FOR 29Y USING ANCHOR TTPES ON SHEETS 4 A,S.AND ANCHOR GRANT. �`• 0�:'.r�� 1X4 MULLION 2X6 MULLION ercp 5 ON SHEETS 3 A 3.1.SEIECT ANCHOR TYPE M DESIGN RATING S M95-13A 6083-TT. 6063-TB SM-76 YORE THAN THE DESIGN LOOS SPEUFLED IN STEP I ABOVE. A�O AL1\ \\ 6Hlfiet 1 OF$ 1 I I i I X 2 X 1/8'MULLION 1 X 3 X 1/8'MUWON 1 X 4 X 1/8'MULLION 130 130 1>fl A ` wRTlru g � 120 12D $20 YWAN F 1 110 110 10 PRODUCT PRODUCT 1 N., 50-5/•YIAL AN O W` I C `I y100 toa ggt00 S Bo 18S •YUIL AR 80 S BD �• W1 1—=•1 V p°t� I I SOS/B•WLL.5P qI � p n�Rm a,uA°�suaE Z �• z 7h1/' NORQONfII"to, �70 070 13 0 yz3 Br C I11� 60 so 60 PRODUCT i O 84' 50 50 I SO C 1 Se' 50-5/B• 7 i/4• 96 � y�y ef.. 40 40 b G1IIIIc OIA201C F R PRODUCT PRODUCT G ]o JO 30 0 75 35 45 55 55 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 uULLNNI SPIN TRIBUTARY WIDTH-INCHES TRIBUTARY W7DM-INCHES IMBU ARY WIDTH-INCHES T1 n& �Nl�I 130 2 X 4 X 1/8'MULLION 130 2 X 6 X 1/8'MULLION TYPICAL MULLION ARRANGEMENTS TyHaT, Z�$n 50-5/8• wIBTH(w) w1 120 120 2-7 V p ,1 SB' 7h1 4' F O 110 I 110 17-1/4 -- �+-I/4 B4' 100 100 ggqggpp gg I1 so 6 so 1 �• I I �so z z I loe• 070 7o MULLIONS FATED IN THESE CHARTS MAY BE ORIENTED Ip• VERTICALLY OR HORIZONTALLY. Bo (INTERPOLATION BETWEEM WIDTHS ALLOWED) w BB' 132' S11111111/T 7j So 10, 50 `•pJ�� �� y 144' Y• p PRODUCE PEV19F9 _ yy .y j, 4o M mgye�M141r1•1d1. {_: •* 8 $ �' f32 10' �18 OM4•Da .TAN 2010 e OF 41 droxinq na. 25 35 45 55 65 75 B5 25 3545 5S 65 75 as By °N^• M95-1 3A 7PoBUTARY WIDTH-INCHES TRIBUARY WIOTi-INCHES MULLIONS 6B.I P�6- �� �o• �'°�� h 1 ul eAaet 2 D1 5 I , 130 2 ANCHORS TYPE'A' 1J0 2 ANCHORS TYPE'B' 130 2 ANCHORS TYPE'BH' ANW016 �F.V rJ/8' PAN 120 120 120 y1Rppy C 110 110 110 GIA>r0 GII F u 50-5 50-g/ PRODOCI PRODUCT a a$ I 100 100 100 8 }] I 19�� a 90 a BO a 9p � „ I I 83 I N1 N2 g� 80 480 S 80 XC� g 7h g J/B•L JLLM PM! � HOW)WAL YIALON (0 1TO $N ga 70 70 70 REE RFR,WC 60 60B$ � B 96 80 . 50 50 s0 i 40 1 ao 1 40 AH h I c • a2Ua 4U2DN0 JO JO yp PRODUR INCNOR6 25 35 45 55 65 75 85 25 35 i 45 55 65 75 85 25 35 45 55 85 7S 85 p F: 1 TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH-INCHES -woN Sp,W V z 1 2 ANCHORS TYPE 'BF 2 ANCHORS TYPE'C' Gn Ro 130 130 TYPI.el M 1 I ION AR eN• M TUTS at cl N+ 0 h ` w1.N2 v 3 120 120 WIDTH(W)- c z n � 38- B•YU ON - 2 110 110 c 9/B• ANCHORS'A' 100 100 RPTHRUL I BY WOOD ANCHORS BUCKS INTO CONCRETE OR WOOD STRUCTURES JB-/8•YU N SP a gp a 90 ANCHORS'B' I I APPLICABLE TO ANCHORS INTO CONCRETE 180 $80 ANCHORS'BH' ` 74- 4' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS - R R i OR THRU ISY WOOD BUCKS INTO BLOCKS @I �RI 0 70 5 70 I By ANCHORS'BF' $Y 9;9 60 80 95 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS j OR THRU ISY WOOD BUCKS INTO BLOCKS H 50 7 50 ANCHORS'C' n ti APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 40 40 `UuI III e i L gg S30 JO 26 J5 15 55 65 75 0.5 .25 35 45 55 65 75 85 PRODUCT REVISED •` - TRIBUTARY WIDTH-INCHES TRIBUTARY W=-INCHES _®0mIwftHfeFI." _*. *= F F � ANCHOR LOAD CHARTS A o(R9.oe = 2p1A a ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 01 droving no. LOCATIONS AT HEAD,SILL OR JAMB ENDS. ��'Q;' M95-13A (INTERPOLATION BETWEEN WIDTFOR ANCHOR MAILS AND DESCRIPTION S I R SPAN sH�E1�)THRu 5. 2 ANCHORS AT MULLION ENDS '�'P`oQOG ssi�NA�•1 `�� noel e 3of5 i i 130 4 ANCHORS TYPE'A• 130 4 ANCHORS TYPE'B' 130 4 ANCHORS TYPE'BH' 38 /B n 50 5 120 120 120 �x Z 110 4• �• 50-5 B' /B• WUA1N O ?i 110 110 p� I 58• 80 PFIw= PRO�DJLT ¢R qQi S g6g yq�100 9 100 100 90 1 90 90 50-5 8 SPAN 0 1 I 7 I/ I ANOp16 (� •1 t 9} 9aqA 80 ELNZ �o y2^1t 08 W N01✓QOMAL YL1ll011 d ti S 270 70 0 70 60 60 aID ANCNNS o romscwgnAn Q bquo PIN 7 J u c � •�PR'1�01 s Q�d m f 50 50 50 40 40 aA7am cuzmc an � ^ 30 30 30 nm9ucT ANCN016 Q 25 35 45 55 65 75 BS 25 35 45 55 65 75 65 25 3545 55 65 75 65 p TRIBUTARY WIYIN—INCHES TRIBUTARY MOTH—INCHES TRIBUTARY WIDTH—INCHES IOIWRI SPAN O 130 4 ANCHORS TYPE'BF' 130 4 ANCHORS TYPE'C' C TYPICAL rYPICAL MULLION AR AN•EAR NT3 m SD S/6' 3 I I 120 120 vo 3 ro o e• WIDTH(W) - "0 110 -3 f00 ANCHORS'A' �^ U 100 o i APPUCABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I t/1 OR THRU 1BY WOOD BUCKS INTO CONCRETE 9i 90 �-/B• 80 1 gp 90 81 ANCHORS'B' 1 a 4 APPLICABLE TO ANCHORS INTO CONCRETE 9 ANCHORS'BH' c R 63 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS Q f��l 70 7o K µ OR THRU 1BY WOOD BUCKS INTO BLOCKS B g 7/-1 ANCHORS'BC 60 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 84 OR THRU 18Y WOOD BUCKS INTO BLOCKS t 50 I ANCHORS'C' + I e APPUCA13LE TO ANCHORS DIRECTLY TO METAL STRUCTURES g I 40 40 11111u1p 30 30 ����'• � 1 g uBf•'•., qq' 3 25 35 45 55 85 75 &5 25 35 45 55 65 75 BS S TRIBUTARY WIDTH-INCHES TRIBUTARY MOTH-INCHES MODUCrREVE® a�ly`�.dmlrrEtrl� 1 Am* ANYY ANCHOR CONDMON SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS "" " ) °�g *,,A 2u,B LOCATIONS AT HEAD,SILL OR JAMB ENDS. OF draring no. FOR ANCHOR DETMLS AND DESCRIPTON SEE SHEETS 4 THRU 5. Nfvti nomn pN'••0� M95-13A (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS AT MULLION ENDS '�` /Ofill%% ,hret3.lor s i I I •'2(4•F ULIVCON ItBTOt V®1xlIX ��� 1/ANGLE ,a.1/4'•Ul1RACON .TO ACC00M1E ANGLE •CLV ANGLE TO NAS°IRY Z n 2 X 1 X 1/8• 2 X 2 x 1/B• h AWY ANp1E I NJJY M'pLE O k 14 SYS 2 X Z X 1/B• O Q / _ /14 sus _ ALLw ANCIE Q u L R/ANGLE 2/ANGIE a• gg I /14 2/S,wc1E 21ui ___s___ __ •A " ___s __ A. 2/ANGLE 3 O O ~ 9g gg MULLION MUWON '•'•' Q� �� RIAUGN •OQ,,gEIE OR Q b RtSONRx aDCNs ISY M 23Y IBM OR 2BY N000 al« NOOO K= YULUON MILLION 2 X 2 x l/B• 2 X 7 X 1/B' c 1 r ALUM NXXE ALUM MOLE • 2-9/B•LONG 2-B/8•_NO MAN 2 ILUYXNIGIE 3y ---�------- ---,------- rr °t i ---'r------- cg �St I I .Q• .. y CZ ... 000 1.000 1A00 • (�j ,1 1 •••x MAX. I � 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MUWONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2'TUBE MULL uAic 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MULLIONS o 9 R 99 R CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 W TUBE MULL ••• o ad 2 B MULLION— 3 SCREWS PER SIDE REQUIRED FOR E a �aa 4'k 8'TUBE MUWONS Y § & 2 X2x 1/6• i e AWY ANGLE i I =/144 S, ANGLE 2'MIN. - 'i 11 NOL°1 ANGIFS 10 • YRODUCr REVL%D ':?:::::::: .q. e`o�an .wo.r>ms = 232U1 = a •�iausr•tONc.'.. ! e•.� • OF droving no. .'1,$1LL'. • 1/C Ow VLTPAGON Or . ANCLE m' O eromet /OPVA1.f�t� A 1I11 �1111 eheat 4 0!5 1 ; I t I 1 I � j I I 1 I 1 _____Tl-_______ _ IVC I I II II II - -• I I m S 1I I I I I I OEC I I o� N Y M. 0 ; E fill sty �,'• b - I ----- ' I I _______-------; EEE r= O I - - - 1 yl I I I I I Ril. $A -rmmi$ ro �:yQ' o a000 ID e,le Il-a-os I°`• S Crffed.E4l"Ahilimml Tlbe Ru m-M ALrFAROOQ CORPORATION a 10 a no a CGI Windows and Doors, Inc. dnlRms6PRooucrDavnnPxv.r OSSUSUNSETDRWF4SUDE130 y,y;uw 10100 N.W.251H nluua STREET l,PaoRrowsurs (cw.x.sass) a ala L. •�` (,1'o n.0 rm ra Pa aa•mns MIAMI.FL 33172 m.poel snansDo iK laoelxea®Te N D w.y' x I.te.le woaEa ro]all la lFl.(SR!)S9S-6'180 iK(]OS)541-6�93 11UWON Y9}7S� • I I i i I � I I I pq�u WOOD BUCKS AND METAL STRUCTURE NOT BY CGI HDW. I O y MUST SUSTAIN LOADS IMPOSED BY GLATO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I ACCESS HOLE V'c2 a�6 TYPICAL ANCHORS: SEE EIEV.MR SPACING 2 OR SEE CHORS j g m , STRucIURE O d TYPE'A'-1/4'DLl ULTRACON BY'EL00'(F-177 n,Ty m NSQ I WOE MUON D: a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I - -- W -- __ _____________ 1-1/2'MIN.PENETRATION INTO WOOD a� E THRU iBf BUCKS INTO CONCRETE 1-1/4'MIN.EMBED INTO CONCRETE TYPE'B'--1/4'OIA.ULTRACON BY'L7C0'(Fu.T77 M"153 M) DIRECTLY INTO CONCRETE 1-1 2'MIN.EMBED INTO CONCRETE TIES SCREW CAN BE I I u x CaU/ap T71 sus TYPE'BH'- /DIA ULTRACON BY'ELCO'(Fu.177 Im.F7.1S3 XSD I DRECIM �' I I 2 PER CUP AT AT 11MCER IMUWONS N DIRECTLY INTO HOLLOW BLOCKS I r fx 1-1/4'MIN.EMBED INTO BLOCKS I i wwaN THRU 1 BY BUCKS INTO BLOCKS I 1/e'Tx GALro� I i 1Bt OR a9r TUBES m 8 1-1/4'MIN.EMBED INTO BLOCKS URu MULLION TYPE'BF'- 1/4'DUl ULTRe,CON RY'Fl CO'(Fu.177 M54 ip155 KL)I 1 1 C 3 J DIRECTLY INTO RLLED BLOCKS 1-3/4'MIN.EMBED INTO BLOCKS ANCHORS DETAIL #1 THRU 1BY BUCKS INTO BLOCKS i 1-1/4'MIN.EMBED INTO BLOCKS METAL TO MEW.COtOIECnON 0 TYPE V- h4 SUS OR SEl_c_ORILLIN9 SCREWS(GRADE 2 CRS) INTO METAL STRUCTURES (3)THREADS MIN.TO EXTEND BEYOND METAL THICKNESS ALUMINUM:1/8'THK.MIN.(6063-T5 MIN.) R STEEL::1/8'THK.MIN.(Fy-36 KSI MIN.) (STEEL N CCICACT WITH AWMINUM M BE P =OR PN ) e [ TIPICAL EDGE DISTANCE T' 3 INTO CONCRETE AND BLOCKS=2-1/2'MIN. - INTO WOOD STRUCTURE-1'MIN. INTO METAL STRUCTURE-1/2'MIN. WOOD AT HEAD,SILL OR JAMBS SO-OS5 MIN. �+g CONCRETE AT HEAD.SILL OR JAMBS Te-3000 PSI LEW C-90 HOLLOW/RILED BLOCK AT JAMBS I'm-2000 PST MIN. PROMECFRRVL4D z {M�i92 Ampfeam7b .Wzq.oa 1:1 3 2U18 6 OF droWing Bonn � '��••I',,,�`�`` aneet s of 5 i M i- St DARE � 111.t1hf+� MtA MlAltiu DARE cornvTY e 011111 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.miamidade.Qov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the 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.1.)", 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 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 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 j ob site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 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 raa�twADe cout+rrr Expiration Date: October 26,2023 Approval Date: November 30,2017 �,f�1 t Page 1 AAM3379 Art#00 I J 105 APPROVED 0 REVISE&RESUBMIT n APPROVED A,-:'301R=,—,-cTED Cl REJECTED d=',lTn m-nvgpt of the TI rev'al"-A only for(,vSneFE!'Co-r-,�Mrr[31'ca With th, pi'4JI301 god ga�uml cc "he In"-n' s'0,Q ill the confiract, rit.; m sda on FhDP dMINIFUS dIM119 ho FavlVw,'o not Contreal'of from rp..cq f 29ca p;,j]yG gild �` &,rne w1ra- Appro.�,21 of a c illaim 611311 not inch.!6,approvai Of 0 1 1 `nbly of which Ella ileill i3l S componcat.Con- Irac-Lor is responeNa-ibr.Din W-Slons to be con Frrilia d and correlated at the o l " ;jbse;Ionma4l on that pertains solely to I'le facrirmf lion processes or to ft.means,rne�",Gds,techniques, sequences and precedures 01,conshic- 1:10 n:coDrdlnaUon of th.0 work of all other trad6s:and for performing-It k-lork in a safe and sac r oct0rf manner., DATE BY. M IAM I-DADE MIA.MI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the 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 11238"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled"Series-23 8 Alum Outswing Casement Wdw. (L.M.1.)",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., 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 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 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 MIAM14MDe COUNWO Expiration Date: October 26,2023 Approval Date: November 30,2017 j 1 Zip? Page 1 i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBIYHTTED 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® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer®insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ! 2)Large Missile Impact Test per FBC,TAS 201-94 j 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@ 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,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 E. Product Control E mer NOA No.17-0918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-1 r I r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNruvuw) 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-1169.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted l un der NOA #12-1220.14) 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)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. HTL-0080- 030147 for specimen A and B,and HT1-0080-0905-07 for specimen B and 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#96-041 Z 03 and# 01-1002.03) Mannel ere Product Control E min r NOA No.17- .11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cort rmm) 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 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 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 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"Safleg CP-Saflex and Saflex BY 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. Manuel Pere , .E. Product Control Eyagdner NOA No.1? 18.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E--3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 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 February 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 J. Abraham,P.E. (Submitted under NOA # 08-1010.02) 4.- Laboratory compliances letters for Test Reports No.HETI 08-2143, HETI-08-2144,BETI-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 REP,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 Date: 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 1. 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. 1 � 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 07/0,8/19. 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, of complying with FBC 5th Edition (2014), with FBC'6*h Edition(2017) and of no financial interest, dat6d 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" Outswing 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.17-0918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-5 i ,T„-ENERAL WINDOW SECTIONS WIDOW WIDTH ' $jANGE FRAME VFM WOTH �� $ 1 YM1Y4� D.L OPELHEAD/S 0 a WN-Y 6•Luz.U 7 A CORNERS C 4 W C,S A RJR �8 0 °2L POINTS ggg O Ii II, a o 0*W1.11� � � � �ii �1 C o PPPLIED Q Q 1 # YL �I oPF TT6 ALNd1TI1S 2 FOR GLASS TYPE, R K\\ 1=3 � � yd REFER TO p^ SHEER 3 AND 4. 0 ILL CM Z 1/2' TYP. OATI NTDY,WSRI t� TYPICAL ELEVATION r^ MIDST WIDTH WINDOW MAIM (MNGE FRAME) EXTERIOR I MUIn PODS LOCK c MADY MULTI POINT LOCK D BY'INI Im 2 a 3 J BY PLT.ro CAY IOCZLS _ I I ALT.TO Cut LOGItB S o�x o— HDGHT m"irs KOURY POINTS (L)O^2 9 4Y 2 3C ] All ] DJ• ] S!r ] 34 4 4 f 2 C 7 B TICS PPRDDUCf HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ffi 1 REQUIREMENTS of THE 2014 ISM mmDM/201](bTH EDTRON)FLDRIaA THESE WINDOWS ARE RATED FOR LAR�h SMALL 1B59LE NPACT. BUILDING CODE INCLAD:O NIGH VELOCITY HURRICANE 20NE(NV112). 571UITERS ARE NOT REQUIRED. 1BY OR 2Bf WOOD SLICKS h BUCK FASTENERS BY OTHERS MUST BE - INSTRUCTIONS: DESIGNED AND INSTALLED ADMUATMY TO TRANSFER APPLIED PRODUCT Laws FOR MULLION/MULTIPLE UNITS,REFER TO �E aiARrs TO THE BUILDING STRUCTURE SEPARATE CC] MU WON N.OA B E#9 ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAHS STEP1 DETERMINE DESIGN WIND LOW RMURUHM BASED AND INSTATED PER YANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE ON WND YELOcRY.BLDG.RIGHT,WIND ZONE `T1 E 1 IYY x + MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING MPUOISE ASCE 7 STANOW0. A LOAD OLIRATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' STD 2 SEE DluR15 ON SHE7S]A D 4 FDIC DESGN LOAD AL.�SHWS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE �P,�� y STIEDCAPACITY OF DE9PED SASS S�/ITPE I MATERIALS INCLUDING BUT NOT IDITTD TO STEEL/METAL WRENS,TN7 VSNO OURT ON SHEET S SOECT ANCHOR OPTION COME INTO CONTACT WTiN OTHER DISS!IUAAI MATERIAL SOIL MEET THE PRODUCT REWSED YIIIN DESIGN RATING MORE iHVI DESIGN IDAI SPRFDD REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE k ADOPTED STANDARDS.m,smpN6Na MEW Ne F1011M 8 Y B IN STEP 1 ATONE. PROD NOA,11 CCaadd _ THIS SITE SPECIFIC CIFIC PR E T.L..USE D06 NOT PROVIDE CT,ADATON N0A4Ma 77-0D1E.17 �.k S IET 7TTO 9!IX NNE CI 6 CAPACITY. USE°NAT ON FORA SITE SPRUCE PROJECT.Le.LIEF SAFETY OF THIS ARGUE OP,KING C,' OF dmriTlq no. SNF[T 7 ro DEIERESHE OAPAdIY. w TERT�RAT�KK�I NRESD6W�lfE�ETC°�AND sLM1Nc ARIX1N0 OPENING MR ImBeK DeL 1oRSRo23 ' S OR1oT•.i O�` W98-100 ME LDWEST VAWE fESVL31NG FROM STEPS L S AND 4 CONOTTIONS NOT SHOWN IN TES DRAWING ARE TO BE ANALYZED SEPARATELY, ®7 DAIAf. ` SWLL APPLY TO ENTWE STSTO& AND TO BE RENEWED BY BUILDING 01`1 UL MI a1 !! 11 etleat OT'7 I I e EXTERIOR MVIWN MXM M'PmOW MlcNf 3/4' �411f NE141R 9FNf IEWNf �/�' r 1 Y o y p 6 8 S� g °lea S p s 3{o B R Wes"HErM !kP y N WNT MFM i w-1 7/Y cn ol O.L OPC. Q�i m a 0m 1H1-8 1/3' yN m �O U + � 6 o n i � CORNN •.. it wx Fvfl GlNCI1Y Re o sm�s�a uuu au si flc uwm r wox.(Lu)) aI,FnFeooq cosPortpnon 8i Oo�°,- a`'''a"m'`°"'°"' CGI Windom and Dacrs, Inc. �soyi o 8ons° rrnvrt ■ ' @ toT00 N.W.25TH STREET fv 4w—A avrs tr.sr:TIIQJ w.t0.1! w awR iia amr (CJA.JJ.fa) �.. 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ImI Nlolom Eli9&PnODOCf OEVFLOP_CGI Windows and Doors Inc, ro �rm= Im nuw +M.lo.l 1m9mA xa. 00 N.W.25TN SiHEEf �RMA-ass (c .asae)MIAIA,FL 3 72 �mae�pp iAi.poelam®ra O 1! 7FL(]O5J 593-GSBO FM(J0.5>64fef9a COMP-ANC weB-I OOC� =Y"8R�,6'G7�835 �pN="" yS--___ C y8 Qa _a m g 1.1. -o a g o(.':.n>'g o g P. I_Ipp L 0.E Y b g b�i�'o b i 6 b � b`bpobbggoggaeggoogeggngoog ggobb pg qg o. m 6'ym o b b g o b g g g b b.b b v 6 g�m'g o b b c 5 b c'; „ I i I-H 14 Ii 6 tt yy;;II2 g p,¢' s{ O Op b464 b 6b Ef°Y ebb u4giY $.PiS�bFiCPi bg+�' yy'�b G 4+LYL b�6b�b5�bf_m8 b bblg.,F�?S��'�yL�- I gm _e m m �m p.lmmmo:l b 99 E �jyd I l l b b ' L 5•V A t o m b L g ' ' g a o g a ' ' b b b e o o�� � s?�R��� pp��nn ((••jj _�� � � n r m I lgallom o v �� �m �£ss Rpmq bbc:oP �m 6fi 4 o b 4 g L S b P.b a y_ pp yypp pppp �y��' pp b b zu Ile aSF3il g zmLv Av bg'g i� J I cT m j Q 7} IJI[I MOO OO Jmm u-w-ve r5MU-2238WIlNPG fAIDOIf linll. a (LU) AL-FAROOQ CORPORATIONand D[�aRTf3a "Nsrrmr.61 M$RZ� MLAMLFIDRMA9317J (CJR.JSJJf /•�72 iu.F�lasaino FAiI>tYJ1Rmm0i9 VCa FNf.(Xd)593- 2 OOYM1MI wsJ locm INST T T AT ON CONDITIONS FIANGE FRAME (APPLIES TO ALL FOUR IDES) ' FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 m SEE EE FOR SPN]NO S n SSE SHEET B MR OESCWFlIDN O ?O SEE�ELDW.M SSPA]NO SEEEE=FORRSSPACGIO SEE SHEET 6 MR DESLAIP'RWN SEE SHEET 6 FOR DEStlEPTON NEfN. 1Oe7" wx 1 SEALANT SEALANT Q pip 2-1n•ILA. MIWIV INSTALLATION TYPE'1' WOOD BUCK TYPE'1 INSTALLATION TYPE'2' WOOD BUCK TYPE'2' {;PRESSURE TREATED E&TEM::PRESSOHE TREATED .� u TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIOE^�USING WOOD METAL STRLtGTLIRES F Q g TIWCAL ANCHORS TYDGN.ANCHORS 1/6'YPL {S3� o $EE ELEV.FOR SPACING SEEM".FOR SPACING SEE OJI Am SPACING, C SEE SHEET 6 FOR OEStlUPNON SEE SHEET 6 FOR DESCRIPTOR SEE FlEV.FOR��� ZF e 1 1 SEE SHMET 6 FOR RSCE6PTION SEALANT SEALANT ii �g it L)-m II .I v.. 2 T/6• r v'••.; 2 t/6•:.off ':�� :.v� .:..•. uva B • BUCK DMALATION BY OTHERS . LACK INSWEAION E1Y OTHERS ,'.mN ''•NL•i ATTACHMENT TO N @ C APPROVED mNS INST I I eTl1 ON TYPF_3' WOOD BUCK TYPE'3' INSTALLATION� TYPE•4' WOOD RUCK '4' PRODUCT REVISEDp p lA PRESSURE TRFATE➢ JAMES&PRESSURE TREATED ;:�ryM,m,•,N N•FUdd• No". 7T-0R7R.77 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL a ON ALL FOUR SIDES�USING WOOD ON ALL FOUR SIDES/USING WOOD �•Harlon Od•7D2S2OSJ o ar mm� n "tNNI N • J/4•%1'ALUM.CNxANNO -w�{IY. z-,4 LONG y' AT AN.2 LDGT�]S $- 70510 WOOD BUCKS NOT BY-CORP.,MUST SUSTAN `1 O L 2J,Y oP dm•inD no. LOADS 111POSED BY GLAZING SYSTEM AND TRANSFER I ALT.ANCHOR LOCATION �• WBS—�OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP NpT• , meet of nnn I I I , 71NSTA TATIOIv OIVDITION QV T G FRAh'E �APP .T.SN TO T.T. FO TR cTDES!) 4 FOR ANCHOR PERFORMANCE VALUES SEE SHEET a TYPICAL ANCHORS SEE SEW.FOR SPAOINC SEE SHELT a FOR OEscPoPmx A. SEE OU ANCHORS MYIL AVCHORS 5 RUUCTURES B SEE ETEE FOR SPACING SEE ELEV. SPADM 1/9'17IX.M�1. QCi pn SEE SHEET a LOfl CESCPoPIpN TSEE SHEET a FOR DESWPIWN 6 C ry... G6a111�$N Otgpyga . ., ^�• ..' ..v� �, ^�i". ua1 pg ggg3g x-1/x•IDN x-L/Y L@L INSTm eTl�I ON T'PF'T' WOOD BUCK TYPE't' INSTALLAIMN TYPE'2' WOOD BUCK TYPF'2' yEiFBd'I:PRESSURE TRFRED f&UM&:PRESSURE TRFAIED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON AL FOUR SIDES/USING WOOD ON A r FD rR NES SIN•WOOD METAL STRUCTURES 0�c t/e'Mat F�¢• ; ' TYPNw.Annals TYPCL ANCHORS DflCM.ANCHORS �SHEET a FOR DESCPoPIION V"i•• 'n SEE EEEV.FOR SPACND SEE DEV.FOR SPACWG +TINT Z _ SEE sH�T a FOR OESEAPRON SEE SH a FOR DEsmrnoN I I }o T a/a' I `I c 3V,NI U_3 C I' i I a •a•,� I x I/e a x L/e• S I M :.c •.`:•. :.c �.'�• �• ATTACHMENT TO g 'BUCK INSPLARON BY OMERS . '•BUCK WSMLLATION BY CRIERS APPROVED MULLIONS ��G 4S T•1°R V % PRODUCT REVISED _ _ �ampLW�Tm�dth d.F. . e m INSTA ATION TYPE'�' I WOOD BUCK TYPE'3' INSTALLATION TYPE'4' WOOD BUCK TYPF'4' B.ILNINl -- jkhTOnAU PRESSURE ME= 2�EIeU PRESSURE 71NEAlID NOA-Mo. 17-—..N 2 E� axplmlae D.E.tors Dx3 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL T LE t N ON ALLL FOUR SI065/USING WDOD ON al. FOUR SIDES/USING WOOD m.m v ucE . �V •••. ' _ s ,a`� ai CA= era.IDO Da WOOD BUCKS NOT BY GO CORP.,MUST SUSTAINl" d•:�,p�� w98—�0�LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER l' �c THEM TO THE BUILDING STRUCTURE / AL wheel 5. of sgso.�asgkq:��sx>:eareGax���:�N�m�oa.sN4x:g:: sgq��;��� b ' ,N. P.ua �'o g b N b�$''liy m b b L"b e L b Yo b L 'P u y u op P.b a b o e b b b o L w�o a b 6 a�}g o o b o b o� s�e6 � b8 b b b I 4�s`g:5�y��e-gyyE£��sf �a wgbm � g -4 G L' o}m b B i b b®�$4 L S 4�i lei}'6.Ni b 6 Pi '.�i b b i Yo G b b b L 4 N b�•m a 1 g L G r b r 4 G p n 1�' ��Z ZP LyZ A� �m� NN • f • � 3yp �•i p.IA 28 HE LU ± ;7� '??N �O Mtn I {�m4P•vn � '� �m ;Z 1 C ," }�S }l'O�• � � �6m 5 1 b�°�"i Yo b��b b�Y b�o �m � •- yo�JmC � 9�•i z O7, A m e vp God 5 y u b b 6 1 ye..., M- -� r �,R,!ONSh o�Rr�. a (lYL) ALFAR000 CORPORATIONOo "a' `"m"° Windows and Doors, Inc, vim &aRr,..un:nof N.W.257H STREET mwA,,RDnID1 S=M (ux sssa) CO n Immm ro mn nr Fl..33112hzc�el maim rAc�aml maevre])°4L o FAIL(]0°)69]-659] cO -INL—9 l000d IaJ00l-68M vlv-dnOJ ieca-cec(mc)xvi oarress(s0'C)'l3i au nai w mwn r `R'� c�O .rmeazaior•,m, oosesez/anal v� ZLlu-u'INM1Y ua ssmo an iron r auni vs•y 3 (erae ern) erseevmaov 9w„w 133H4 HiSL WN 00l0l a ou 3una'awa.uaNna Dees •oul 'woop Pue aMoPu!M 103 au.wwsxm mam `vrm x .�-.z/�am •r m lllIDld C=nul9IlODMd 9 a!()3alell] e Nollvaoaaoo aooava-ly (Tlfl)•1LIl%ix4mw 0!arslro IMV 86-sm15 uo wcap a as ae�o-Zt ono o`3 3 sows :� xrn.y� d. Sunfi 'e _ o s � 8 a11a1a 4 xvn.Y/t ii n d $ ONE s�mc n e R 4 Eaod��oo:oos$36o��a���� s � as of a„ -HI •*id �E$��rRo� R^83 oY o � F w s 10 ivy �. 818 OUR I 16 MIAMI•�ADE 11 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem,NC 27105 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(AIU). 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: Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 18'-0" Wide with Impact Windows(DP+48.6,-55.0 PSF) APPROVAL DOCUMENT: Drawing No.IRC-9518-180-26-I,titled"Model 950 Heritage&655 Oak Summit(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels", sheets 1 through 3 of 3,dated 09/30/2015,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E.on 03/03/2016,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:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of panel. 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 ofNOA. 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 415-1124.13 consists of this page 1 and evidence page E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.17-1010.15 MIAMI-DAD,COUNTYM Expiration Date:June 9,2021 �® Approval Date:December 21,2017 Page 1 ,tit AA093379 lip APPROVED AR#WJ1145 EI REVISE 6 RESUBEtriT APPROVED A'?CO;RR.ECTED REJECTED This reviM r os;iy fcr ,n rL ?n rolCet g- 1 n ,:,"ce r i��ii1D dnsign concept p , �rtd 3ea�rvl c,:,; :; •_, •� ceps of f e fha ocntract ,: u^^mmcnts r!•rj�c�, �j s.r_ I o?dra:vinys during ;-=�' •�van,Q.;br IFOP,CC,,t;pirancL F:'ith the regr re tha P a as a^j cpcL r Uc,y.Appro',val of a sp Inc itam shall not inc�rda ;prcv�i of sr: as= rch i9 i,raly of Wh :o item is a carnponent. tractor is res•Xnsible for Dimensions to be con the Con- job sere trfurma fi�r,ed and correlated cat omponent- that partains sorely to the fabrication processes or t the means,methods,techniques o , sequences and procedures c se construc- tion:coordination of the wort:of all other trades:and for performing all work in a safe and sa tis factory manner. DATE: { I f I SPECIFICATIONS AND NOTES 4 — BYLFPAIINNDOOR ISTRANSFERRED TD THE VERTICAL TRAD4'C1(THE LOAD 6 TRARSFERREO TO THE VERTICAL JWB. INTEFNNt OF CARACEv FFEL EAdmE W=ImamV FPME Via•7IiC OR GUI= THE�FI�ZONT L AWS D�ER RECEIVES NO PORnoN OF THE LOADMAIL W'QM iB'0' E4"Z EACH VFA77GLJAMIl BS EMA)aMUM D6GN LOADS OF:4437.4 LBS/FT k -4010 LBS/FT 1 DOOR AND HARDWARE 1Y01_BE DESIGNED.'MAHUFACRIREDtAND INSTALLED NTH STANDARDS AS SET FORM BY DASMA DESIGN LOADS® lRowerRCl'1mAN4.DOOR sEcnONS SMALL BE 24 GA.(.0216)VA EXIETUOR SIGN +437.4 L85/FY IYYOLROILED FORMED,W/BAIGD ON POLYESTER FINISH SEE NOTE 2 -ooaeY.S.DOORS UPM 7'O'HIGH CONSIST OF(4)SECTIONS AS SHOWN. -495.0USE(1)5 1/Y'R-TRUSS AIm(1)3 STRUT ON(1)5 1/2'R-TRUSS AND(1)4 1/2 R-TRUSS PER INTQMEDIAIE SECTION. t(2)B1/2'R-TRUSS ON THE BOTTOM SECTION USA me.9JPPORTINc SmUCRlRAL EIDIENI6 SHALL BE DESIGNED �I�Acr ��mBYA RECISTREOPROFESSIONAL ENG2BA FOR WAND LOADS PAGi VBmOV MANE INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. a IV44•x VP Tq T-Unm m IASIFN O6NATM ANSiIC MLLi¢O ^ Q AlEO KD110N rn Ii 6 D STR 1 VOOTV FIWi:m il¢ASSCIO.T OF An4lLSCAOLSRU�o FFA°BRIGMETE DOOR PANETS�UNTODEflDO TESTING THISS KT•S• NOTICE OE ACCEPTANCE A IANIWU"OF 2 SPECIMENS SHALL BE SECTION B-B IMPACT WINDOW DETAIL_ CUT FlTM EACH CAL ANG TENSILE 7ESIED ACOWWO 10 A5M. N,SL E-B BY A DADE COUNTY APPROVED LIB SEIECIED AND PTHE NO BY MANUFMANG71 TIER SHATI.MAdYTO TyiS ORTMTI A SAP Y OAF THEE TEST REPORTS NM CONFIRMATION THAT THE SPECIMENS WERE IS-LB'AO SELECTED FROM AAA AT ME MANUFACTURER PRODUCTION FAlff, ANO A NOVRI7ED STATEMENT FROM THE TOP—TI IN MANUFACTURER THAT ONLY COILS NM YIELD STRENGTH OF ps OR MORE SMALL BE USED TO MAKE DOD DADE 0000UNTY UNDER THIS NDnCE OF ACCEPTANW- PANELS FOR le 5/ DLD �Z6 HIM/ non/ pflu/ ama/ goo/ IMPACT[LAZING FASTENER DETAIL INTFRIIFDIATE SFCTIDN RT.S. GLAZING MEETS ASTN E1300-04 WOOD JAMB ATTACHMENT TO STRUCTURE IA G CFM 5 DUE BT 6/16•k S•w SA1DY6 6URfOL B Dt01F 0—me10.O.C.(1 1/r DA[ZYOR) IGSC ..• s ML1T-BttT"A'x 4'SfMOWO e'RAY�FN65 1MN x4.OL(x 1/r AD'FDImO) . . . =Sm2 ANAOII 1/A'k 2a/4•STARIINx e•FImM EN'OS THEN le•O.G 1 I/4•DOmu-m DESIGN NN/AA ET 13ADAn fIIEi ]/G'x 4•sGA1W0 C ma Don THEN Is s OL(1 I/r EII.i m 44e9 PS" ,r cAE •-: 5 SO A 1/4'x 0•lII7N sumr SDRIIW e'fR011 EfIIS.USE PAL99 Of FFSTD✓OCI 11'APART �p AT e'OL(1 1/x'DIBmYDHT TEST LOADS Oi. I A:E ID.I I/4'x x-1 4.1010L{QE N SCREWS 51ARTING r FnW END%USE PARS N FASONDB(1•APART 4TL0 P3 �=�• I((P A4-B t u A•OC(I 1/•Dmm-m -625 PS' 'LDI•I$yJ1 :••�+I''�F. �4 M1R SIRVE NCHOR J/e'%xa/4•STARIINO 9'FAOY EFm9 TIDN 1C OL(1 1/4'D®1CRT LQ=MSSLE dE = ••. AA770u.,•SS •'� . (OR USE FASMUS FOR HAL09 C-W MWK) P1PAR G •. -.;Mw.,'• 9A05 AND WM Cµ BE W XERSi R m PNOIDE A FM91 IeOLNINO SORFKL IS9srANCE pE • ; ,Tp vxEIYRMFN 6.ADP MwBn IOU OIIOIES 11 L C -•"•� ...., a 5 5 4 AMPS .rr s�TgxTIRE 5 6TRIR�DTMREHDO1 r y MODEL/960 AMA®B�IOE(24 GA)1000.x000 ^� MOIFA/e11 AMODI Du sm°Ar(w W 1000•2000 yr AN ¢-v I_vx F"•4: ®c .vim.AWu mx emam rAm. m°'14� a IQN B D®er W Ma®/D/.1 IRF95518-iBlD0ffi-I 9msas t • I • I j I .GA nAc sArtcr AnlOm m v® . /giant 70tiCt-LC NO an NIDro )dR A.0 Wlt"•5 Y YA NtIX m ne I i Sfl�l(2�IMG6 AT 94g 10GnO1 tfAKl�t Ll6 tllll(!J/1t t'Pl.l�t/If uo!am t oaam �eAr pA Y 1-t/t' . aaT AnAom m art Ar u yae awn u aA tue sree D ,rue ettulls . .11muu<ae Antoon e/lI l T/:•-m e itAIX 9{lL !t!f - D ' t [6 Tl3lt 1 IILW - • .MM ltAof[T fPACDO ' mAol mlDlatunox la+e'e'w ro u'rAu oaoes • TABLE 1 DOOR. TRACK ATTACHMENT SPLICE HEIGFR A B C D E F G H I J K L• M N S • 'OM ar oeaclotaRmoG 'aof n T . 3 6 10 22 34" 46•' 58 70" 76 F. - n. A yB C g .......... 11� 8' 3 5 10 "22° 34" 46° 58 70"' 82 86" PERON L -- +u P3 °L 9' 3 5" 70 22° 34 46" 58' 70" 82" 94" 100"- TTsr UD •_ o• - V a„ f' R RWlCfliyye• i72'e!� •_*• '�11.�f 10' 3.5 10" 22" 34" 46" 58' 70" 82" 94" 106" 112" t eW-tlefAei., BT ' " r 11' 3.s" 10" 22' 34" 46" 58°'• 0" 82° 94" 106'118° 124° �zl2/ PESSTAMCE FL'�•.�...�.... 12' 3.5" 10" 22" �34" 46" 58" 70" 82" 94" 106"118"130" a .136" - E awl '13' 3 5' 10" 22" 34" 46" 58" 70" 82" 94" 108"118"130"142" 148" fll ��~w� o+rn�wnc a .. ... - os G w otma m.r vtnm�exnl Ya trm vrvw.taml -_" mm X=n Faso AM= aNO= 14' 3.5 10" 22' 4 46 94 106"118"130"142"154" 160" (u W t000,moo u ,mao N oilan M OR tlpy9 mmk%m ALL TRACK ATTACHMENT SPACiNG+/-2"ALLOWED WITH SYP NG.2 OR BETTER CNLY B a®R De dII m/D/u II�SSIB-IBII-ZG-I SW 3 6 t MfAN11•DADE MIAMI WADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 ( BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamiasae.eovreconnmy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER {' reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 18'-0"Wide withI npact Windows(DP+48.6,-55.0 PST) APPROVAL DOCUMENT:Drawing No.IRC-9518-180-26-I,titled"Model 950 Heritage&655 Oak Summit(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels", sheets 1 through 3 of 3,dated 09/30/2015,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shehnerdine,P.E. on 03/03/2016,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:A.permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model,number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1124.13 consists of this page 1 and evidence page E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1010.15 rtu�rtt Done COUNTY Expiration Date:June 9,2021 Approval Date:December 21,2017 111\`,` Page 1 tti Amarr Garaje Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files . A. DRAWINGS ' 1. Drawing No.IRC-9518-180-26-I,titled"Model 950 Heritage&655 Oak Summit(24 GA) 1000,2000,Short,Long,Flush'and Oak Summit Panels",sheets 1 through 3 of 3,dated 09/30/2015,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine, P.E.on 03/03/2016. B: TESTS I. 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 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Amarr 18'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc,Test Report No.ATLNC 0715.0-15, . dated 11/02/2015,signed and sealed by David W.Johnson,P.E. jSubmkled under NOA#13-0503.08" 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive :Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test (Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 11/04/2015,signed and sealed by Thomas L.SheImerdine,P.E. D. QUALITY ASSURANCE 1. I Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company(MA)for their "Saflex Clear and Color Glass Interlayers" approved on 03/17/20I6, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 5 h edition(2014)FBC and of no financial inierest issued by Structural Solutions,PA.,dated 11/04/2015,signed and sealed by Tomas L. Shelmerdine,P.E. Isha L Chanda,P.E. Product Control Examiner NOA No,17-1010.15 Expiration Date:June 9,2021 E Approval Date:December 21,2oi'7 • -1 r Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 2.' New Evidence submitted. A. DRAWINGS 1. None. j B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). y D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA)former .` Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017(61 Edition)dated 09/11/17,prepared, signed and sealed by Thomas L.Shelmerdine,P.E. F. OTHER 1. This NOA revises NOA 415-1124.13,expiring 06/09/2L i I I , Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1010.15 Erpiradon Date:June 9,2021 E-2 Approval Date:December 21,2017 i I ' � IIYA TIMWL Y•x m w AnAte® C ➢ AIIID6 m v/ m➢w YID rxv. Ivnd Ima AnAmo �irAvoY�rs Win•n�YvxrrAi n me atm!>DOO�N.TR n ail/adll%GY9ID� e IVs/21. .• Y�1G¢r 11nIC®v/m •••^!I➢6r W. T f�MD mR➢[T%Y VY.Vr riT Ma ms 'a VY.LY IQ IFAY �T A IYIf 9p%'faLVS(1a aA.mT A]I/w DWISArE OQIID W IGRGE ATTA.- fpXnVpN�QATpI e Vr➢RA R•T¢aa AnAma fJ➢✓ffi ARAmfa i0 V/m VI•.yr SAM. —ism GmI'�v.sI<a F1Wa3 OI 1V Vi m va•.v i !, r-rtaus vi m yr .•r: Y MRt Mm mcva tea•Ia Iu�n vzre�i1. ' i xmt Ivm smvs Ar ,.. _ yr ra ICAY Tracva •. 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