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HomeMy WebLinkAboutProduct Approval Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 floridawindowanddoor.com Property Information Building Information Owner: Dean Ruscoe Wind Zone: 160 MPH. Address: 1717 Primrose Court Exposure Category: D Port St.Lucie,FL 34952 Minimum Building Dimension: 30 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(pso Pressure(pso 1 End 61 19 7 40.6 -54.4 2 End 48 60 7 38.8 -50.7 3 End 31 80 7 39.2 -51.5 4 End 73 13 7 40.1 -53.3 5 End 37 59 7 39.5 -52.2 6 End 37 59 7 39.5 -52.2 7 End 72 79 7 37.0 -47.1 8 End 37 18 7 40.6 -54.4 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Florida Building Code Online https://www:floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX,,. ;u r DOS Home i log In User Registration i Hot Topics Submit Surcharge Stats&Facts , Publications s FaC Stag G SCIS Site Map Unks I Search ; F ride product Approval l -USER:Public User Product Approval Menu>Froduct or 8DOca;ion Search>6pplicatbn Ust>Application Detag Hii4iR.;Z� FL# Ft172fi2-R3 - Application Type Revision Code Version 2017 Application Status Approved *Approves}by,DBPR..Approvals by DBPR shall be reviewed and ratified by the POG and/cr`the:Commission If necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic'Ave. Ft.Myers,FL 33912 (,800)-432-2204: :Ext 4305 jflesher{:easternmetaLcom Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing. Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 1!24/2018,9:46 AM 1 of 2 Florida Building Code Online https://www.floridabuilding,org/pr/pr appjtl.aspx?param=wGEVX... ' Product Approval Method Method 1 option A Date Submitted 01/11/2018 Date Validated 01/18/2018 Date Pending FBC Approval Date Approved 01/23/2018 -Summa ry of Products Fl.# Modal Number or Name Description 17162.1 Series 3000 Aluminum Impact Series 3000 Aluminum Impact Fixed Window with PVB Fixed Window with PVB interlayer Interlayer. Limits of Use Certification Agency Certificate Approved for use In HIVHIZ.Yes FL17162-R3 Q CAC N1012095.pdf Approved for use outside HIM.,Yes FU710113 __C CAC N10,12096.0 Impact Resistant:Yes Quality Ass irance'CbritrAct Expiration Date Design Pressure: +85.0/-90.0 09/31/2018 Other;Maximum size of 120"x 48"at+70.6/-70.0 installation instructions Maximum size or 48"x 54"at,+85.0/790.0 GLASS FL17162-111-11 08-0 k0B r)df INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE VeHfidd 6y, Luls R.Lomas,P.E.62514 FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party:Yes FOR KURARAY INTERLAYERS EvaluationzReports FL17162 R3 AE Created,by Independent Third Party:Yes 17162.2 Series 3000 Aluminum Impact Series 3000 Aluminum Impact Fixed Window with Sentryglas Fixed Window with Sentryglas Interlayer Limits of Use Certification Agency Certificate Approved for use In HVHZ-Yes EL17162 R3 C CACNI0t,2094.01.Pd Approved for use outside HVHZi Yes FL17i62 R3 C CAC NI0,!2o94-R1.pd Impact,Resliq1tant:Yes Quality Assurance-Contract Expiration Pate Design Pressure:+100.0/400.0 05/3112016 Other;Insulated Impact Glazing T/pe A:+95.0/-100.0 Installation Instructions Impact Only Glazing Type B: +100.0/400.0 GLASS F1.17162 R3 1108-02309B Xd INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By:Luis R. Lomas,P.E.62514 FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party:Yes FOR KURARAY INTERLAYERS Evaluation Reports FL1712 R3 AE 513 668,ndf Created by Independent Third Party:Yes Back Next CoaacLus.'.7601 BTalt Sten Road.TaflahaQeea F 3�aao phone:850.487.1824 The State of Florida is anANEEO employer,CQM&d2bt=Z;Z2Q_W22f Florlda-:.etbgitl�v Statgrpgpt:: 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,c9ritact,the office by phone or by traditional mail.V you have any questions,please contact 850.4 67,1395,*Pursuant to Sec I tion 455.275(2),Florida statutes,effectiveOctober 1,2011,1censee5 kensed Under Chapter 455,F.S.must provide the Department with an email address if they have one.Tile,emalis providej may be.vsad for official communication with the I licensee.However emall addresses resses are public record.9 you do not wish to supply a personal address,please provide the Department With an email address which can be made.avallable to the Public.To determine if YOU are 8 licensee under Chapter 455,F.5,please click bffp-. Product Approval Accepts: 0-10-m-ER criWlt Card sofe- 1/24/2018,9:46 AM 2of2 L. Roberto Lomas P.E, Engineering Evaluation Report 1432 Woodford-Rd. Levvisville,NC 27023 Report No.: 613067B 434-68870609 rllomas@Irlorriaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers,FL 33912 Product Line, Series WOO Aluminum Flange Frame impact Fixed.Window�HVHZ-PVB Compliance: The above mentioned ritioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule,etG20-1006,method 1(a).'The product listed herein complies With requirements of the Florida Building Code. Supporting Technical Dqcumentatlon: 1. Approval document:drawing number 08-02310 Revision B,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:CTIA 301.OW-2.&-3 signed and sealed by Ramesh Patel-'P.E. Certified Testing Laboratories,Orlando,FL TAB 201-94 Large Missile Impact Test,Level D,Wind Zone 4 TAB 20294 Uniform Static Air Pressure,60.0psf design pressure, 15,.Opsf water penetration(120,x48") +85i01-90.0psf design pressure, 16.Opsf waiter penetration(48"X54') TAB 203-94 Cyclic Pressure loading:L70,0psf,(120"x48") +85.01;.90.Opsf(48"44") 3. Report No.:CTLA 3010W-2A&-3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando,FL AAMANVDMA/GSA 101/1.8.21A440-11 Design pressure: VO.Opsf(120"x48") +85.01-90.0psf(46'44") Water penetration resistance 15.Opsf ASTM E1886-05 and ASTM E1996-09 ASTM EI8861 El 996 Large Missile Impact,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test,±70.Opsf(120"x48") +85.0/-90.Opsf(48"44") 4. Anchor calculations, report number 513067-1A,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: t70.Opsf(120'x48") +85.0/-90.Qpsf(48"x54") • Maximum unit size: 120"x 48"and 48"x 54" • Units must be glazed per ASTM E1.300-0.4109,according to glazing details in approval drawing. • This product Is rated to be used in the HVHZ. • This product Is impact resistant and does not require Impact protection In wind borne debris regions. • Frame material to be aluminum. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02310 Revision B. S v Certification of Independence: NN, e Please note that I don't have nor will acquire a financial interest in any company VG k ...d) �o manufacturing or distributing the producAs)for Which this report is being Issued.Also,I don't have nor will acquire a financial interest in any other entity involved In the approval0 process of the listed product(s). q�4- T VAT OF 1A 6/01N, L 11 11A1111\0 1 of 1 Luis R.Lomas, P.E. FL No.:62514 01110/2018 120" MAX FRAME WIDTH REMS1 NS 4" MAX REV DESCRPTON DATE APP1iWED A REVISED INSTALLATION DETAILS 06/22/15 R.L. 4" MAX 8 RESED PER NEW REQUIREMENTS 01/10/18 R.L.R, 4" MAX 4" MAX 6" MAX �--}6" MAX 43" MAX FRAME WIDTH—�J I I O C 6• x 6"MAX 12" MAX O.C. I�I 6" MAX 6" MAX { / 6" MAX 12- MAX —T O.C.� / \ MAX \� FRAME / I 46 1/2" HEIGHT ` MAX / D.L.O. 54." MAX 52 1/2' / FRAME MAX / HEIGHT D.L.O. L 6' MAX \\ 10 1/2" \ 6" MAX MAX G.C. 4" MAX 4" MAX � I 6" MAX L 4' MAX 4" MAX 46 1/2" MAX D.L.O. 117 1/2" D.L.O. DESIGN PRESSURERATING IMPACTRATUVG DESIGNPRESSURERATING IMPACTRATING LARGE 170.0PSF LARGE SERIES 3000 PW FIXED W1NDO +85.01-90.OPSF MISSILE IMPACT MISSILElMPACT EXTERIOR VIEW MISSILE LEVEL D,W/NDZONE 4 AND HVHZ MISSILE LEVEL D.WIND ZONE 4 AND HVHZ SIGNED:0111812018 Fasten SERIES 300D ALUMINUM FLANGE FRAME *• p = IMPACT FIXED WINDOW— HVHZ — PVB -���GE � ELEVATIONS TAT OF D{eawAl; A D'AG"NO. REV �" `:[ORIOP• � OB-0231 D SCALE NTS DATE 07%24/14 �T2OF 5 B N;111111111�aG\\` LROBERrOLO44SP.E. Luis R. Lomas P.E. 1432 WQODFORD RD LEWISVILLE.NC 27M s No.c 62514 Ar ReAsmNs OEV VESCMON CAr. APPROVE 1 1/32" - 1 1/32- A REmsED INSTALLATION DETAILS 06/22/15 R.L� 3/16 ANN— 3/16' H$ 3/16- TEMP 3/1V HS 01/10/18 R.L. D REQUIREMENTS WEDGE GASKET 090 PVB BY KURARAY WEDGE GASKET .090 PVB BY KURARAY 2541 BY MPI 3/16- HS 2541 BY MPI —3/16" HS p FPVC 65 DUROMETER DURASEAL FPVC 65 DUROMETER DURASEAL 6 OAT. r 5 R-L- U JD'PRA SPACER SYSTEM SPACER SYSTEM SEETING BLOCK (30096) BY QUANEX SEETING BLOCK (30096) BY QUANEX D > 85 DUROMETER 85 DUROMEiEA 3 E STRUCTURAL SEALANT STRUCTURAL SEALANT BY CENTRAL RUBBER Sl BY CENTRAL RUBBER SIKAFLEX 552 ;,ON SIKAFLEX 552 EXTRUSIONS EXTRUSIONS EXTERIOR INTERIOR EXTERIOR INTERIOR 3p. BITE 3J4" BITE T GLAZING DETAIL A GLAZING DETAIL A W4FJV USED OUTSIDE THE HVHZ WHEN SMINTHE UVRZ — 7/16- 3/16' HS WEDGE GASKET .090 PVB BY KURARAY 2541 BY MPI 3/16- HS FPVC 65 DUROMETER SETTING BLOCK (30096) 85 DUROMETER STRUCTURAL BY CENTRAL RUBBER EXTRUSIONS SEALANT SIKAFUX 552 EXTERIOR 3/4- BITE GLtIZiNG T DETAIL B SIGNED.Qil18/20l'8 g O&TO S La,,,, N;S jp IMPACT FIXED WINDOW — HVHZ P AVB VAT SERIES 3060 ALUMINUM FLANGE FRAME GLAZING DETAILS TAT—.b'G �( . OF .141 DRAWN: Dws M, ORV4t 56ft. J.L 08-02310 DAIE 07/2�4/14 3 F 5 sc4E NTS IsHEE3 OF 5 I-RMIERrO LOWS P.& Luis R. Lomas P.E. I,W W00DJ!0pD RD LEWISVILIA NC�270= FL. No.: 62514 5/8' MIN. REnsoNS EDGE DISTANCE 5/8' MIN. REV DESCRIPTION DATE APPROVED 1 W000 FRAMING I METAL EDGE DISTANCEA REVISED INSTALLATION DETAILS 06/22/15 R.L.OR 2X BUCK STRUCTURE 8Y OTHERS 7 7/16' MIN. BY OTHERS B REVISED PER NEW REDUIREMENTS 01/7 D/18 R.L. E MBEDMENT 1/4' MAX- 1- AX_1 SHIM SPACE 1/4" MAX. f APPROVED I IV MAX. APPROVED SHIM SPACE 5/8" MIN. SEALANT SHIM SPACE SEALANT EDGE DISTANCE INTERIOR BEHIND FLANGE BEHIND FLANGE 14" SMS OR #1-4 WOOD SELF DR!L.LING 14" SMS OR SCREW SCREW SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR APPROVED SEALANT BEHIND FLANGE /NTERlOR EXTERIOR lNTERiOR JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLAT70M EXTERIOR 1 7/16" MINJIE 1/4" MAX. EMSHIM SPACE 5/BEDGE INTERIOR #14 WOOD /// 14".SMS OR fi14 WOSCREW / SELF DRILLING SCRSCREW APPROVED AP?ROVED WOOD FRAMEXTERIOR SEALANT SEALANT BEHIND FLANGE 11/4' MAX BEHIND FLANGE - 1/4" MAX. DR 2X SUCK BY OTHERS `APPROVED SEALANT L r SHIM SPACE SHIM SPACE BEHIND FLANGE WOOD FRAMING METAL i JAMB INSTALLATION DETAIL OBY OTHERS R 2X BUCK ' MIN STRUCTURE WOODFRAMINGOR2XBUCKINSTALLATION 1 EMBEDMENT BY OTHERS 5/8' MIN. I I SIGNED_01/18/2078 5/8" MLN. EDGE DISTANCE t- QQ� EDGE DISTANCE ~� �! =" Eastern .�,K ,. `���s R.L VERTICAL CROSS SECTION 'N; VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATiON SERIES 3000 ALUMINUM FLANGE FRAME � o •`kms HOW FRAMINGOR2XBUCKINSTALLA71pN IMPACT FIXED WINDOW. - HVHZ - PVB ��5 �` FLANGE INSTALLATION DETAILS TAT OF NOTES: DRAWN' DNG NO. REV ��Fd; ZOR10P I.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, J.L. 08-02310 8 �j�8/pNAI. 2.T$N EWTERAR .IOINTCLARITY. SCALE NTS 0A1E 07/24/14 s'+�4 OF 5 411111111 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 LROBERTOLOMasPE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWUF,NC 27023 FL No.: 62514 490-6@6-0608 iltomas�Nomaspe.am 2" MIN. REMONS EDGE DISTANCE REV oESo71PTION DATE APPROVED CONCRETE/MASONRY BY OTHERS A REVISED INSTALLATION DETAILS 06/72/15 R.L "• ° e e °• ' e 1 1/4" MIN. 8 REVISED PER NEN REOUIREVENTS 01/10/18 R.L. ° OPTIONAL 1X BUCK " " e ' EMBEDMENT SEE NOTES 3-7 SHEET 1 ° 1 1/4" MIN. —� EMBEDMENT { / CONCRETE/MASONRY APPROVED J 1/4" MAX. j BY OTHERS SEALANT SHIM SPACE OPTIONAL IX BUCK +a —I 1/4" MAX. BEHIND FLANGE SEE NOTES 3-7 SHEET 1 SHIM SPACE 1/4" TAPCON 1/4" TAPCON a + INTERIOR WE,v + a 2 + EXTERIOR INTERIOR MIN. EDGE + DISTANCE c 1 EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL 1/4" TAPCON CONCRETF/MASONRYWSTALLATION APPROVED SEALANT BEHIND FLANGE NOTES 1.INTERICRAND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1X BUCK 1/4" MAX. NOTSHOWNFORCLARRY. SEE NOTES 3-7 SHEET 1 SHIM SPACE ZPERIMEIERAND JOINT SEALANTBYOTHERS TOBE DESIGNED IN ACCORDANCE NOTFl ASTM Ev 12 --f SIGNED.01/18/2018 CONCRETE/MASONRY { ��+ARp?� S BY OTHERS e . w-�EwncTa soar \ /Easiern ® ,��5 R. Lpl�i� MIN. X���, ve v v Rasw `� \('+Eli1S9iP °• ° ° EMBEDMENT :" " .•\' a SERIES 3000 ALUMINUM FLANGE FRAME _*• o = IMPACT FIXED WINDOW — HVHZ — PVB I FLANGE INSTALLATION DETAILS j0 7AT OF•�= "F' OR10 2 MIN. DRAWN: DWG NO. REV EDGE DISTANCE J.LL 08-02310 B ��ij�Sj NALE�G�S VERTICAL CROSS SECTION SCALE NTS 1041E 07/24/14 s"TT 5 OF 5 I!ll ll ll ll CONCREMMASONRYINSTALLATION LROBERTOLOMASP.& Luis R. Lomas P.E_ 1/32VADODFORDROLEMSVILMNC27023 FL No.: 62514 f30-689-0609 �fbm3sQ+TIr70JnasGa.Ctim MIAMi•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 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 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 revolve 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 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by 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: Lar a 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 NOAH 15-0512.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ` NOA No. 17-1018.08 MIAMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: December 21,2017 129��1 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.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer, 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 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer, 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,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P R018.08 .E. Product Controlner NOA No. 1 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-1 CGT Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterIayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window- L.M.I. approved on 02/05/15 and expiring on 09/22/20. ALM Manue eeai ,P.E. Product Cont of iner NOA N .17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 53 1/8- 52 1/8' 52 1/8- p FLANGE WIDTH BUCK WIDTH BUCK WIDTH �� n 0 47 7/16' 47 7/76- 47 7/16' o D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNITNS D.L.O. (FIX. LITE) Z ^ j 20 9/120 6' (SURFACE APPLIED) 20 9 16' (SURFACE APPLIED) 9 16' O w J 6'MAX. MAX. *# OPTIONAL 5 1/2' MAX. MA/X *# OPTIONAL 5 1/2'MAX. MAX HEAD/SILL A HEAD/SILL HEAD/SILL A7 HEAD/SILL HEAD/SILL HFAD/SILL CORNERS 4 CORNERS 6 CORNERS 7 CI Q`,e O gN.- W {{..I' II II II 11 11 II 0 t'-' 0 11 II � II II II II V pyeni II II II 11 II II< O O ---==Tf==`�-T1---== D II II N n II I I N Q a0¢ ti n d u n "' d D 7 n u n o 02 n uO U)U) J B II II J g B 11 II J 7 II II OF �.CZE h = 0 4 II ii o 6 it ii 0 7 II ii a W N o z 0 w I � ^x ^Y a nn Mp 0J _------_-- =R J I1i1tI== - _�IlIIIi____= • rmn y3 UC mA 41 O 3 0 0 � n N 47 7/16" 47 7/16" m FALSE MUNRNS 47 7/16' m D.L.O. (VENT) 0 D.L.O. (VENT) \ o (SURFACE OPTIONAAPPUEDL D.L.O. (VEITT) C to 0 U p CI M N o 5D 1/4- 50 1/4- 50 1/4' 0�i r,. W ONS VENT WIDTH VENT WIDTH VENT WIDTH M FLANGE & FLANGE ADAPTORFRAME EQUAL LEG FRAME FIN FRAME c Z m SER SENTINEL 110 ALUMINUM SIN UNG NDO �_m DESIGN LOAD BE AS PER TYPICAL ELEVATION a o a w 02M CHARTS SHOWN ON SHEET 2. O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY $ C APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS * `o IN BETWEEN. CENTER ANCHOR REQUIRED WHEN - LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16° is m WILL L7 0 ENTIRE SYSTEM. a��4� [THISPRODUCTHAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING,CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS o 16Y OR 28Y WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE o o $ h DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT .0F o$ o a o To THE BUILDING STRUCTURE. SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS TII IITT 0 AND INSTALLED PER MATERIAL SHALL BE BEYOND SWALL DRESSING ORE STUCCO EMBEDMENT TO EASE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. )�-fuV"OBNSF-•'CJ o 0 n r ALL SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE V � MATERIALS INCLUDING BUT NOT UMITM TO STEEL/METAL SCREWS,THAT Z N.70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCTRBVISW = ' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. as_rAyingwOhftF THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Auildi g O& _O)B 1. ;�.'. •'�- O FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY �o ATE OF ({/ drowing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expim'ni'nte /1c Z WATER INFILTRATION RESISTANCE ETC. %/s•, OR1DP ''�` W1 0—�J j CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. By AND TO BE REVIEWED BY BUILDING OFFICIAL Miami aSeP�oCuG ///JI���1T11�� sheet 1 Of 9 EQUAL L12'IS WINDOWS UNEQUAL LIKES WINDOWS c0 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF �� M _ o FLANGE DIMS. BUCK D619. GLASS TYPES'A'6:'Al'GLASS TYPES'H'A'BI' FLANGE DINS. BOCK DINS. !AA]L1Y1P LITE GL65S TYPES'd'k'Al'GLASS TYPES'B'8'Bl' wm HEIGHTWID1H HEIGHT EXT.(+) 1NT.(-) EXT,(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. DR.(+) 1NT.(-) DU.(+) 1KT.(-) 18-1/8 75.0 75.0 80.0 85,0 53-1/8' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 W H Y. 28' 36' 25' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 8s.0 49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 8.5.0 ¢ m O O v o U 53-1/8' 52-1/8' 75.0 75.0 80.0 85,0 33' BS 32' 84' 6o• 75.0 75.0 80.0 85.0 _E 0 (V 19-1/e' 18-1/e' 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 85.0 0 0. µNj 26-1/2' 25-1/2' 75.0 75.0 8D.0 85.0 43' 42' 45-1/4• 75.0 75.0 80.0 85.0 'W 37' 38-3/8' 36• 37-3/8' 75.0 75.0 80.0 85.0 H r 49' 48' 75.0 75.0 8D.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 WIDTH p o 0.rx O Y� 0Icr LQ c 19-1/8• 18-1/8• 75.0 75.0 80.0 85.0 0 L. 26-1/2 25-1/2• 75.0 75.0 80.0 85.0 m 0 W 37' SD-5/8' 36' 49-5/8' 75.0 75.0 80.0 85.0 Q W 7 LL p 49' 48' 75.0 75.0 80.0 85.0 IL Z - 53-1/e' 52-1/e' 75.0 75.0 00.0 85.0 .1.1 O t0�J 19-1/8' 18-1/8' 475.0 75.0 80.0 85.0 % Q.022 JV 26-1 2' 25-1/2' 5 80.0 85.0 / Y - O 3) 63' 36' 62' 80.0 &5.0 2 Z�� 48' 75.0 80.0 85.0 ml g p N 52-1/8' A 80.0 no \ N 19-1/8' IB-1/8' 75.0 75.0 80.0 85.0 �I 26-1/2' 25-1/2' 75.0 75.0 80.0 65.0 37' 76' 36' 75' 75.0 75.0 80.0 &5.0 49' 48' 75.0 75.0 60.0 85.0 UNEQUAL LITES (ORIEL TYPE) [226-1/2" -1/8• 52-t/e• 75.0 75.0 80.0 65.0 = oO F 1/e' 18-1/8' 75.0 7S.0 60.0 05,0 vi C)w I 25-1/2' 75.0 75.0 80.0 8.5.0 j r37' &9' 36' �• 750 75.D 80.0 85.0V-1/2' 45-1/2' 75.0 75.0 80.0 85.0 • ' BUCK DIMS )4,7YP• p O=N o in r N v Z O NM WIDTH S Z LL•� F� FLANGE FRAMC3 FLANGE DIMS I w o Q w (.5 BUCK DIMS O � �r EQUAL AM c 4 a U BUCK DIMS EQUAL LITES m s O O o--Er =ry FIN FRAME `<<m �11Uuu1Tyl� BUCK DIMS o.7 r'HODUCI'REVISED NOTE: us...Plying wi!h 1Lx Fmdia GLASSPACITIES ON THIS SHEET ARE Building CA ,4cce uwc.No l Of6. P BASED ON ASTM E1300-09 3 SEC. GUSTS EFLANGE ADAPTOR FRAME �I.[ivaDste ATE OF �Q(/� drawing no. AND FLORIDA BUILDING COMMISSION ) FLANGE F P ' DIMS ORIDP'. 0�; DECLARATORY STATEMENT DCA05-DEC-219 Dy ��i�®® <yW1 0-03 Miami ua.Producl 77jTINP41.1111�� sheet 2 of 9 i 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS �u v n 075' Interlayer .075'Interlayer o Saflex CP With PEr Core Saflex CP With PET Core al By'Eastman Chemical Co.' By'Eastman Chemical Co.' Z n 3 OR OR O w 090' Interlayer 090'Interlayer _ Saflex Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' F f a OR OR a• 6 p .090' Interlayer .090'Interlayer 0 W Ooq v SentryGlas SentryGlas CLN By IKuraroy America, Inc.' By'Kuraray America, Inc.' OR OR 090'Interlayer 090'Interlayer C�7 N Trosifol PVB Trosifol PVB v p ar.� By'Kuromy America, Inc.' By 'Kuroray America, Inc.' Qr O�C� e 1/8'ANN.GLASS �.+ 1/8'HEAT STREN'0 GLASS C RG C~ M m �QZO SILICONE g SILICONE Q W M TL Mt GE 1200 M1 GE 1200 LL W o=o co _� DOW CORNING 899m .i I DOW CORNING 899 F I DOW CORNING 995 �. f DOW CORNING 995 to_ i i Q�imf � O. o o Ew EB w ES X M4 AT 1/4 POINTS ON LITES M4 AT 1/4 POINTS ON LITES i W WIDER THAN 36' W WIDER THAN 36' O rn GLASS TYPE 'A' GLASS TYPE 'B' 3 "� 5/16.OVERALL LAM.GLASS 5/16.OVERALL LAM.GLASS (L.M.I & S.M.I.) 00l 0W s 1/8'ANN.GLA55 1/8'HEAT STREN'D GLASS C V) .075'Interlayer .075'Interlayer o t7 F^o So Tex CP With PET Core Saflex CP With PEr Core N N^ By' Eastman Chemical Co.' By'Eastman Chemical Co.' 30 M M OR OR z 3 090' Interlayer 090'Interlayer z Saflex Clear And Color Glass Saflex Clear And Color Gloss w BR'Eastman Chemical Co.' By'Eastman Chemical Co.' o w o_g 1/4'AIR SPACE .090'Interlayer 1/4"AIR SPACE 090'Interlayer w U O� SentryGlas SentryGlas rn By'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' 0 1/8'ANN. GLASS OR OR ¢ 090' Interloyer 1/8'HEAT STREN'D GLASS 090'Interlayer - Trosifol PVB Trosifol PVB a By'Kuraray America, Inc.' By 'Kuraray America, Inc.' e N R ogR R_b12 d 1/8'ANN.GLASS p. 1/8'HEAT STREN'D GLASS u B 8 m SILICONE F SILICONE m z m GE 1200 Z m _ GE 1200 DOW CORNING 899 DOW CORNING 899 H o M1 DOW CORNING 995 N M7 i 'i ii DOW CORNING 995 0 \ \ PRODUCT REVISES in a��_ I i �complyia8with the l'Imii o o�o I XL EDGE SPACER 1 XL EDGE SPACER Buildins Code m m ST. STEEL BY'CARDINAL' �� it�� Sr. STEEL BY'CARDINAL' Acceptance Ma b( b .L a o OR OR Ex*,,nae 20 e<m o 0 0 DOURRASEAL BY'OUANEX' 0 DOURR/SEAL BY'OUANEX' By 1�1{\�11111iji"r, W E9 SUPER SPACER BY'OUANEX' W E9 SUPER SPACER BY'OUANEX' f4Product `�����Y�",:.:�•ry�_y�� i •r F F �.'•TyG�3F''•. i X W M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES -"•= I;J^ zv�9l = o. GLASS TYPE 'Al' GLASS TYPE 'Bl' e 8 �e 0.70'OVEF1ALl.INSUL IAM.CLASS 0.70'OVERALL INSUL. LAM,CUSS (L.M.I ONLY) ty� (S.M.I.) �® ,.••••oRi�•.��\��� 'd1ro/wing no. IN ORDER R OR PLY FOR SS TYPE Al 'Bl' M MISSILE IMPACT RATING BED TEMPER . rr�0-03 sheet 3 -f 9 TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME V.0 - 18Y FOR SPACING ro METAL o WOOD BUCK :a I STRUCTURE o ,d^.• .n A ' ,.�:. a. a d oEDGF,DIST.• TYPICAL ANCHORS ? ___ ______ _______ Z n r e d.°• a..'" n. EE Q < N FS FOR SPACINGADE COUNTY APPROVEDoULDON k MULLION ANCHORS I I g dGE DISE. } o -LST. p N i$EE SEPFItATE NOA ' d o` U �u 0 N \ 1 1 EDGE DIST. 'I 0�u ynI O 1 L E8 I CCp11 0° Q M2 = m rc am QdGa e�op1 i I \ TYPICAL ANCHORS TYPICAL ANCHORS Q.1C y .} ! SEE ELEV. SEE ELEV. y p m FOR SPACING FOR SPACING 1 Z J N L4 I I M9 L{,Z 0 u. A I w _ o �OZm O !I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q W f 0 2 3/ —. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 AND TRANSFERTHEM TO THE BUILDING STRUCTURE. iii ^ \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING m SWEEP LOCK n 2 3/8'MIN. \\� n EOPTIONAL TO GRESS LOCK (Fu=125 KSI,fy-100 KSI) ; V Eg ! t 1/4" DLA. ULTRACON BY AT SILL 'ELC -n7 KSI,Fy=155 KSI) 01S ` D' STRUCTURES o .\ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 `o O THRU 1BY BUCKS INTO CONC. OR BLOCKS pO w IL JSULJ - 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 .o� ai 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a r N 0 Ea WHEN USED THE MIN. WOOD BUCK o a=N o DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS y Lei e EW+ 1 y DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HD/SILL/JAMBS) o N EAM I ,k' i it! PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) G v 3 J n X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 Q o ! �!� !i- INTO MIAMI-DADE COUNTY APPROVED MULLIONSOR N J w O- = INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N U o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM,: 1/8" THK. MIN. (6063-T5 MIN.) � c ae 0 1 STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) g e C w !I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g r o !I! 5S 8 yyySSS y i i TYPICAL EDGE DISTANCE -5 y t INTO CONCRETE AND MASONRY = 2" MIN. sa m 23 INTO WOOD STRUCTURE = 1" MIN. t = INTO METAL STRUCTURE = 3/4" MIN. E6 n i WOOD AT HEAD, SILL OR JAMBS SG =0.55 MIN. M9 CONCRETE AT HEAD, SILL OR JAMBS fc =3000 PSI MIN. n o 0 0=r Oj1hI 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm a 2000 P51 MIN. •�o m g o Cc PRODUCT'REVISED 11111IIII/Y O ncW oyingwith Uw FIDIJ& Building b A� pten«No I 'Iola.08 . 'tea• c ,n as � ��.•v F'• . n E_pimtion Dflle � '� ,4 .Y I h'iI2lil3 CQC PfOh`Gd C�.'#•S ` : i 'EDGE Dik.a. p^' .'. \H •.p" ,. •.. a 18 I TYPICAL ANCHORS .e I TYPICAL ANCHORS SEE FOR SSP NG ATE OF ((�� drawing no. SEE ELEV. .'n �' •'•• 0P•' C9a�� W 1 O-O3 `WOOD BUCK FOR SPACINGit%'i�� •• ��$``�� 77j7®AIELA..111AA sheet 4 of 9 1/4•MAX. BUCK WIDTH 1/4 MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS p TYPICAL ANCHORS TYPICAL ANCHORS Q m i SEE ELEV. , 56 55 SEE ELEV. Z q a FOR SPACING FOR SPACING f" ' M9 0.> FLANGE ADAPTOR FRAME C o o MErAL STRUCTU EJ -1'1%4• V N er1 s Cc m O Q N7d EXTERIOR 1 wooD Buc<s i _-- J Wc�t°ml�4 j ' D.L.OPG. v Et ii UQ Q of f !i li O O V N 1/4•MAX. BUCK WIDTH 1/4'MAX. a SHIMS SHIMS ! v C N TYPICAL ANCHORS SE&EV. TYPICAL ANCHORS I ;_ v FOR SPACING SEE ELEV. a FOR SPACING N O ril 0 W to .. .._.._._.._.._ _.._.._.._. ._.. .._-_.._.._._._.. .._ _ _-_.. 1 C o O=No 1 1/4.. O u 0 WOOD BU I z _0 3 n WOOD STRUCTUR aWi S O w E2 N O_ WOOD BUCKS i FS L) N MIAMI-DADE COUNTY 10$ A APPROVED MULLION o€ &MUWON ANCHORS 1/2•TYP. SEE SEPARATE NOA O v g BUCK WIDTH BUCK WIDTH m P i INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c d I II �oS8 IEI I PRODUCT REVISPD > I I as comelY�6 wit ft Fkdfa 0 a m I IBuilding Code %J1111111,11, I I ar_ProAucl.. _ No.7p= drawing no. ' #14 X 1•FH.SMS. pis' ORIOP..•' O�� W10-03 '�T IfIl 1t", sheet 5 of 9 ,'•'.a. e .a.'.dO A�"a .'�d.�a°' ..I d..Iiij'•°:iIiIj•� _'._— G° MMB IANCHORS � Ca URErI'_QEDUGE ADIS&LT.MULWEGA-N- FRAME RAME 2CoO �dL saenCS'Z/, 1JrqGvLLnyvj 3d�n 113Y FOR SPACING WOOD BUCK I --------------------YPCLO ------------- SEE ELEV. SPACING -DADE COUNTY APPROVEDdEDGFe.DIST. MIAMI g EDGE MULLIO &MN ANCHORS GE DIT. P NOOq M3 E1 O EB TYPICAL ANCHORS TYPICAL ANCHORS C mc M2 SEE ELEV. SEE ELEV. C IL O TYPICAL HORS FOR SPACING FOR SPACING 4 SFE ELEVMIAMI-DARE COUNTY o roQ 0FOR SPACNG APPROVED MULLION SESEPATECNOA1/4•MAX. UCK WIDTH BUCK WIDTH 2o BUCK WIDTH m2SHIMSTE So1 ff=;5 li SWEEP LOCK OPTIONAL TO I I J V ^ I 1 EGRESS LOCK AT SILL 0 Li a I I O E4 o Li: L __J C wN o .v o O TN o .^- m N F 11 v E3 EB X14 X7� FH. SMS. w ;O M n W i 3 0 i I o x n . k EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY Til G7 INTOWOOD, CONCRETE OR METAL STRUCTURES o 1 WITHOUT THE NEED OF A WOOD BUCK. 2 3/8-MIN. 41 1 2 3/8' MIN. .a t z �° .TYPICAL ANCHORS o $ g 'm 0 I M9 SEE\ ;?CODUCT REV13'i:A i FOR SPACING •`O i m g$ O 14 corn with a*Ftozfb o .- a �` ..-p WYtn6 C 1 .Bice ptmm rNO 1 -10!8.08 ��� n 1,q�q�o��-4i E2 Erpimtion Dat c 7fj `�� q� "' ''� i •r -------' ray WHEN USED THE MIN. WOOD BUCK lin i P`Oa 1 No. r i DEPTH SHALL BE 2%". THE USE OF EDGE DIST,.v iYalcnL ar�HORs y DEEPER OR BEVELED WOODBUCKS IS i � 0 ' STATE OF PERMITTED. (y drawing no. •• SEE ELEV. v. 1BY I FOR SPACING � '•�ORIDP;:' ���` ` WOOD BUCK ILLUSTRATIVE DTLS.ONLY TYPICAL CHDRS FIN FRAME V.V M EXT.OR INF.FINISHES FOR SPACING 11� o NOT BE11 Y CGI z m 0 Z ro i 1 1/2' n Q b m HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING IL 4 6 p NOT BY CGI 00-0 U 8 SMS (GRADE 2 CRS) 0 WR a AZE7 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES n EB --- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD I. ! CAULKING GM Q'O m o M2 Q IL a S5 Q�fiiC N O N Qw�u6 o Q wmf O O I I � Vj N I \ � SWEEP LOCK 7 OPTIONAL TO U EB EGRESS LOCK C AT SILL WOOD � o 0 n U NOT BY CCI GAP 7/4'MAX. BUCK HEIGHT f/4C'MAX. = 0 rd w LL O GAF v 1/2'MIN. 7/2'MIN. U 0 E4 a H p OMN p Ix ; I.j j In N n N E~ I 7 m w O M n k' i i z v3Jvmi CZIiN � 30 � N 0 L,CKBED c9o¢j ° CCAL A KINNG N U•- �' o I w o R€p o I Ell _ _ _ _ _ _ _ _ _ __ ___ __-_- C2 Sa N 7 m S S m��g� 1 HOUSE WRAP Ee NOT BY CGI Y i E3 EB EXTERIOR " qa 8' M9 D.L.OPG. 2 7 i•t2ODUCT REVISE] BACKBEO ;u complyicg5 withWn Fbt 111�1^111111lI/A CAULKING A&r pf-MNJ-( AH, o •� W .. £:pimtioo Dztc N HOUSE WRAP N0. PsoA7 2 a NOT BY CGI iemi ucl7CuhTrbll _ _ .. o 7 1/2' z � 3 •�_ 9 ,� � i VI 4�,7 ATE OF �� drawing no. ly 17 TPICAL ANCHORS ' %Dp.• �� W10-03 FOR SPACING ` �II7T 11111/7/ sheet ] of 9 I ITEM PART 9 QUANTITY DESCREPTION MATERIAL MANF./SUPPIffit/REMARKS p u U E1 CGI-100 1 FRAME HEAD 6063–T6 – �\ E2 CGI-1011 FRAME SILL 8063–T6 – E3 CGI-102 2 FRAME JAMB 6063–T6 – Z q 3 E4 CGI-103 1 MEETING RAIL 6063–T6 – E5 CGI-104 1 LOCK RAIL 6063–T6 – Q f 2 q g E6 CGI-105 1 HANDLE RAIL 6063–T6 – p 0 0 E7 CGI-106 2 SASH RAIL 6063–T6 – 0�il �• U E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063–T5 – d GI CA 1 E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063–T5 0 t N to a E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063–T6 – v 0 Pi ter~�i E11 CGI-11 D AS READ. NAIL FlN ADAPTOR 6063–T5 – a K R t'/ E12 CGI-135 1 FLANGE FRAME HEAD 6063–T6 – 0 IL c D E13 CGI-136 2 FLANGE FRAME JAMB 6063–T6 – - yO y E14 CGI-137 1 FLANGE FRAME SILL 6063–T6 – Q N 06 E17 CGI-605 OPTIONAL SCREEN FRAME 6063–T5 – LL Z O– R Q w01t� M7 CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC – O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 OGI-112 AS READ. EQUAL LEG COVER/SHIM,3-LONG AT ANCHOR LOCATIONS PVC – M4 – 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A v M9 SUPER BOOST 2/WOW. SPIRAL BALANCE – BSI OR EQUN. Mij MID – 2/WDW. BLOCK/TACKLE BALANCE – BSI OR EQUIV. C n M71 W2320ING AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. i M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 n M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = p yrj v M14 E26018WN – D BULB–T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BFJ,.ANCE) NYLON M&M C t 7 M16 CGI-130 2/wow. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M p O=N o M77 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. to�^n MIS CGI-132 2 WDW. SASH STOP, 2'LONG O NM n / PVC PROTOTYPE OR EQUN. M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M Z 3 n zW CZLLn M21 – 2/WOW. B/T BALANCE TAKE OUT CLIP – BSI OR EQUN. o 30 M22 146-8 2/WOW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI-134 – SILL SPACER PVC PROTOTYPE OR EQUIV. w V O h S2 – 2 OR 3/CORNER # 10 X 1 1/4'LG. PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S4 – 4/WOW. 8 X 1/2'PH.SMS.ST ST BALANCE BRACKET SCREW S5 – 2/WOW. #8 X 1'LG. FH.SMS. ST/ST. SPIRAL B.ASSEMBLY S6 – 2/LOCK 6 X 1/2'LG. FH.SMS.O CGI-133 &CAM LOOK – _ 41 o�o f-RODUCr REVISRD AS—plying wi11a01e f+ke6L4e _ AcceplgCC ha)7)�� D ��` GEN �i i •o L:xpire[Eao Dsie N � I 6 141111,11.1 .1 ii ads Prcdact •70592 lam Code t ^-1 '�Uir/ ATE OF � drawing no. 1Y l 0-03 11A11A1111�\\` sheet $ of g � 1 2.505 2.505 .065 1� 52 I1� o �Y 52 0 pt�p 3 1.745 g l .811 1.550 1.680 I Q 1.245 Tom.745 085 .745 0 � i0r6P5. oo . 1.015 I Ii / Ce oga o 2 nGv tiov. � Ig E12 FLANGE FRAME HEAD et FLUSH FRAME HEAD E11 NAIL FIN ADAPTER C h n v°�a 1.583 1.583 1.007 Q'K.Q o0 z .745 I � cc 065 065 I Q a G 17P. TYR Ofi5 LL TYP, 2.113 v m 1.368 Z m J 3.675 3.175 3.175 1.015 Q W m 1.4291.429 VENT TOP CORNER 0 .500 1.220 y a 1.000 \ O � n soo ea MEETING RAIL FRAME TOP CORNER O 2.505 F-2.505 3 0 1.220 i eta FLANGE FRAME SILL 0e2 FLUSH FRAME SILL y 0 w .500 1.301 7.301 1.043 /g to 1.788 ¢o F .065 52 N�.- e N .065 065 �' lv- p M M z M. 1.015 C 2.i.. 2.440 2.440 o-" 1.015 1.015 O LOCK RAIL FRAME BOTTOM CORNER N_ U-:2 VENT BOTTOM CORNER 2.195 .745 .745 � 2.846 IF-2.346 �Y r E73 FLANGE FRAME JAMB O FLUSH FRAME JAMB o $ o 1.892 *490 1 j r .065 .120 1.043 TYP. i Ng�g� .7iYP. TP. 1.015-moi .864HANI- EBD RAIL i1 0 0 IS E8O E9 z,mD!Cr Pwnhthc.... 11 N 1 L o0 5/16" GLAZING BEAD O .700" GLAZING BEAD 1.395 RcccptnnceNc� '� 1 Q� � / � S �, 1.449 Fapixc- Date )�;.• CENT 1.395 •'45 1.450 _ s .180 293 -100 pq Dade Product _ N.70$92 -yz� •�7_ v m �t .050 .060r� 1.025 .065 1 015 .550 .050 r"• it O j .065 1.413 �)g. 0'•. TE OF r<(/�� �drOwing no. R1DP•.' �; W10-03 AL M3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAILe10 FLANGE ADAPTOR ��rI111111111011` sheet 9 of g f r r torltla Sililding C4de.;4riline hops://www:floridabuilding.org/pr/pr app_dtl:aspx?:param=wGEVX... Scls:Home I Login, i User Regtstratbn 1 Hot Topics ; Submit Surcharge ° Stats&Facts ` Publicatbns . FBC St off'. BCIS,Site Map , Unks ! Search i Vr 4z<< Product Approval PUSER:Pubik User Product Approval Menu>Product orA9P1.0�n Search>A22k&fpnList>Applicatbn:Datslt' FL# FL15210-R6. AppiicationType Revision Code Version 2017 Application'Status Approved Comments Archived Product Manufacturer Plastpro Inc.!Nanya Plastics Corp, Address/Phone/Emali 5200 W CENTURY-BLVD. LOS ANGELES,CA 90045 (440)969-9773: `Ext 16 rlckw@rw.b.idgc4n4uitants.com Authorized,Signature Vivian Wright rickw@rwbidgconsultants.cvm Technical Representative Scott Johnson Address/Phone/Emali 5200 W Century Blvd. Los Angeles,CA 90,045 (440)969-9773 Ext 18 scottj'ohnson@pjagtprolnc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emali 5200 W Century Blvd. Los Angeles,CA 90045 (440):"969=9773 Ext 16 i ronoconneli@piastpro.com 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quailty Assurance.Contract Expiration Date 2 1 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate lof Independence FL15210 R6�I(a)Certifigaat<e of�d pendence;eidf Referenced Standard and Year(of Standard) sifflidaA YAK ASTM 01929 1996 ASTM D2843 1999 ASTM D635 1998 1 of 5 1/11/2018, 8:13 AM riunua tsuiwing codo,Online https.//wwvv.'floridabuiiding.org/pr/pr appjt1.aspx?param=w(J^EVX... ASTM D638, 2003 ASTM E1300 2004 ASTM E84 .2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed,Professional Engineer or Architect FLI 5210 R6 ggmly.(�l egulvale6cy%of-Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted tted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summa!.y of Products FL-* Model,Numberor Name 1 Description 15210.1 a-.Smooth/Wood Grain/White-Wood 6'8'"Impact'*Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 irisWirfg/outswind(X-Configuration) Fiberglass Door Limits df'LUse Installation Instructions Approved;for use in HVHZ,Yes FLM IQ 116' Appiovedldr use outside HVAZ.Yes Verified By:Lyndon'F.Schmidt;RE.43409 rmpactReslstant;Yes Created by Independent Third,Party:Yes Design,Pressure;N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FLI540-g6 AE-(b)Evill 15210.-I.nd additional use limitations,Installation Instructions andCre te '. a d, prodqct.particulims. ,by Independent Third Party:Yes 15210.2 b.Smooth/Wood Grain/White Wood 618"Impact"Opaque Fiberglass Single•Door with Sidelite or Gral.n/RUstic/Mahagany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO- 1 Flberglass'Door Configurations} Limits of Use Installation Instructions Approved for use in HVHZs Yes F,L_1 210 R6 II (0)Inca-15210.2.0df Approved for,gav outside HV"Z*.Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes, Created by Independent Third Party:Yes Design.pressure.N/A EvalVatipri Reports Other:See iNST.15210.2 for-Design Pressure•Ratings,any additional use limitations,Installation instructions and Created by independent Third Party:Yes product particulars. 15210.3 c.Smooth/Wood Grain/WhIteWood 6-8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/,M6hogany Series 0 Sidelites-InswIng/Outswing(XX;OXXO-Configurations) IF berglass:boor Limits of Use T installation Instructions. Approved'for use In HVHZ:,YeS, Approved,for'use outside HVHZ,Yes i verifted,By: Lyndon F.Schmidt,P.E.43409 fi Impact Resrl'stants Yes Created by Independent Third Party.Yes if Design prossure-N/A i Evaluation Reports -AORII Other;See INST 15210.3 for Design Pressure Ratings,any I EL15210-R6-AE-(W_Eva}A521QJ4& additional usellmit6tibns,installation instructions and i Created by Independent Third Party:Yes product particulars. oor 15210.4 9d Grain/White Wood 6'd,Smooth/Wo 8"Impact"Glazed Fiberglass Slngle)D] ]' I Grain/Rustic/mahogany Series 0 InswIng/Outswing(X-Conflguration Fiberglas's Door 1/11/201-8,8.1'3 AM 2 of 5 Florida Building Code Online https,//Www;floridabuilding,org/pr/Pr_app jtl.aspx?param=wGEVX... Limits OfL Use Installation Instructions ApOroved:for use In-.HV.HZ;.Yes 'b)Inst A5210.4.Ddf Approveci,folr use,outsIdeMVHZ:Yes Verified By.Wncon;'F.Schmj0t,P.E.43409 Impact'Reiist,aht.Yes Created by independent Third Party:Yes Deilgn.,Priisure:N/A Evaluation Reports Other;-See IN6T 15210.4 for Design Pressure Ratings,any FL15210 R6 At (b)-Eye[1-5210,�4z& additional use firNtations;Installation Instructions and Cr6a_ti&by Independent Third Party:Yes product,particulars. 15210.5 e.Smooth/Wood Grain/White Wood VB"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sldelltes-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ.*Yes FL 10 R6 11 ( Insx 15210.5,odf Apprqved,for use outside.HVHZi Yes Verified'By: Lyndon F.SchTidti P.E.43409 Impact Resistant:.Yes Cteated-by'Iniftendgnt Third Party:Yes DesigniPressure:N/A evalWi tlbn Reports Other-SeeANST 152iM for Design Pressure Ratings,any TL MaLL521113.121ff additional use lim liatfons,installation Instructions and Created by independent Third Party:Yes product.,particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Graln/Rusti;/Mahogany Series 0 Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions 'Approved for use In HVHZ-.1 Yes ELIS210 R6 it (bYInst,15210;6.Dd Approved-for use outside HVHZ.,Yes Verified By:Lyndon F.Schmidt,RE.43409 Impact,Resistant.Yes Created by Independent Third Party:Yes Desl4n Priss6rei`N/A Evaluation Reports Other,S�6 INET 1$210,6 for Design Pressure Ratings,any FLI,5210-116-AE (b)Elul 15210,6,09 additional I use:limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210,7 g.Smdoth/Wood Grain/White Wood WO"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Grain/Rustic/Mahogany Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes IL15210 R6 ii- Inst 15210.7.odf Approved for use-outside,HVHZ:Yes Verified : Lyndon F.Schmidt,P.E.43409 impact 'Resistant.Yes Created'by Independent Third Party;Yes Deli,19 mPressuret N/A Evaluation,Reports Other;See INST 15210.7.for Design Pressure Ratings,any F R6 AE (b)Eva[152.10141 additional use limitations,Installation Instructions and Created by independent Third Party:Yes product particulars. Fiberglass Single Door with-Sidellte or Sidelltes-outswIng(OX or XO;OXO-Configurations) Grain/Rustic/Mahogany/ 1 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed C.Mahogany Series 0 Fiberglass boor Limits of Use xnstallatlon instructions Approved-.for use In HVHZi Yes Ft 1520 Jj§_jLJD)Intl:15210.8,pdf Approved for use outside HVHM Yes Verified fled By: Lyndon F.Schmidt,P.E.43409 ImpactRossistant-Yes Created by Independent Third Party:Yes Design Pressure:N/A evaluation Reports other;See-INST 15210.8 for Design Pressure Ratings,any F - R6 AE (b)Eval 1.5219-124f additional-use limitations,installation instructions and Created by IndaOendent Third Party:Yes product particulars. 15210;9 �1.Smooth/Wood Grain/White Wood 810"Impact"Glazed Fiberglass Double Door with or without GrdIn/RustIc/Mahogany Series 0 Sidelites-OutswIng(XX;OXXO-Configurations) Fiberglass boor Limits of Use installation Instructions Approved.for use in HVHZ,Yes FL1"5210 A0proved'fOr use oiutslcle-HVHZ:Yes VerlfiediBy:Lyndon F.SchmIdt,P.E.43409' Impact Resistant.,Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Q.r)df Other:See'INST L 152mg for Design Pressure Ratings,any E vai J additional use limitations,installation Instructions and Created by Independent Third Party;Yes product particulars. I5210.10 j.Smooth/Wood Grain/White Wood B,o"Impact"opaque Fiberglass Single Door-outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door 1/111201.8;,8:13 AM 3 of 5 Florida,-Building Code.OnIine https:/Iww•waloridabuilding.org/prlpr app dt1.aspx?param-wGEVX... Limits:of Use 'Installation Instructions i Approved:for use in HVHZ:,'Yes, ¢�1$ 0 R6 II Wltnt 15210:10:odf Approved for'use Yes. Verified By: Lyndon R.Schmicit,P.E.43409 Impact;Rssistanti Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,-See INST 15210.10 for Design Pressure Ratings, P1 10 R6 AE (b):Fval 15210.10.ndf any additional use limitations,installation Instructions and treated by`[ridependentThird Party:Yes � product particulars. 15210,11 k.Smooth/Wood Grain/White Wood 8'0."Impact"Opaque Fiberglass,Singie Door with Sldellte.or Graln/Rustic/Mahogany Serfes O Sideiites•-Outswlrig(OX or XO;OXO-Configurations) _ Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes P1, 510 Rfi.II (b)Inst iS210.li.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,RE,43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design-pressure:N/A Evaluatiomitepbrts' OthemSee INST,15210.11 for Design Pressure Ratings, MLF 5210 R6 AE (b) va! 10.11.odf any additionai use limitations,Installatlon instructions-and Created by Independent Third Party:Yes product particulars. 15210.12 1.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without GrainlRiistic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fitierglass Door (II Limits of Use Installation instructions Approved for use in HVHZ:Yes FLIN210 R6 II Ciz11R 1'":210:12.odf Appr-oved'for use outside,HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Ii Impact Resistant:-Yes- Created by independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See`INST1 15210.12 for Design:Pressure Ratings, FL1521,Q k6 AE (b)Evai 15210 YZ odf any additional.use}imitations,installation-instructions and Created by-Independent Third-Party:Yes product particulars, 15210.13 m..Smooth/Wood Grain/White 810"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series O Fiberglass Door Limits of Use Installation Instructions Approvedfor use In HVHZ:Yes FL,152'10 R6 II (b)Inst 1521011ol Approved for use.outside HVHZ:Yes Verified By:Lyndon F,Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports .Other:;See INST-15210.13 for Design Pressure Ratings, FL15216 R6 AE (b)Evai 15210 13 odf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel-outswing(XX-Configuration) _Fiberglass Door Limits of useInstallation Instructions Approved for use in HVHZ:Yes X5210 R6 II (b)Inst_LU1 .14.odf Approved:for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact,ReslstanbAes Created by Independent Third Party:Yes Design Pressure;'N/A Evaluation Reports other:See INST 15210.14 for Design Pressure Ratings, AE. (b)Eval 15210 Ad& any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.15 o.Smooth/.Wood Grain/White Wood 810"Impact"Glazed Fiberglass Single Door utill2ing the Grain/Rustle/Mahogany Series 0 WINOSERT79 an operational window Insert-Outswing(X- Fiberglass Door Configuration) Limits of Use installation Instructions Approved for use in HVHZ:Yes F 7+Q R6 II (b)Inst'152 0 i5 odf Approved for use.outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created;by Independent Third Party:Yes Design Pressure:N/A Evaluation,Reports Other:See.INST 15210.15 for Design Pressure Ratings, ):61 i0 RR§ AE(b)Fva(W10 15 odf any additional use limitations,Installation Instructions and Created by•Independent Third party:Yes product particulars. �„ F„__-.-__—----- Fig _._ __..._..._._.--_Next l/11/2015,8:13 AM 4of5 I rionaa Building Code Offline https://www;floridabuild'iiig.org/pr/prapp dtl:aspx?param=wdEVX... C y)j,::2601 Blair Stone. oad;Ta(laha5,seg,FL 32399 Phonat BrO.487-1824 The State of Florida;i an AA/EEO,employer.SgpyriQht.2QO7--01 .StatedState df Fiodo Bd ac-Statement t•:Accessibi0ty Statement:;gerund Statement Under Florida law,email addresses are.pubkc records.!(you do not want your a=mail address released in response to a pubGarecords.request,do not send electronic mail to th}s.ent8y.Instead,contact the office,by phone or._by traditional mali..rf.yov have,any questions,please contact 850.487.1995."Pursuant to Section SS.275(i),Florida statutes:sffecttve:bctoher 1,2012,,Ucensees kensed;uhder'Chapter 455;F.S.mustflrovide the Department.wtth an'eman address V- they have'dne.The emallsprovided may bwuseti for official communication with theiikensee.Howwever errialaddresses are public record.If you do not wish to supply a.parsonal'adilrass,please.prodkte'the Department with an email address whkir'can be'niade'available to the putikc.To detemilha if you are a licensee under Ch90ter4S5,F.S.,pleasa,56c:bjcL. Product ApprovatAcceptst Credit Card Safe' i I 1/11/2018, 8:13 AM 5 of 5 R W R W Building Consulltarits, Consuiting and Engineering.Services:for•'ttic:Buildi ng Industry C PO.Box 230:-sacs' 1.33595. P6ono 813.6399197 Flodda,Boatdwf ProfosionalTuginacrs Certificate+oFA61iiorization-No;.9813 tflepml No.; F1,15210.4 Date: August 10,2017 Product Cafe o ' Sub Category£ Manufacturer Product Name Swinging Ptastpro;.Inc. Smooth/'Wood,Grainl`White;Wood�Gtain F:xtedor Exterior Door 6200 W.:Century,8tvd'. Rustic l�Mahogany Doors Assemblies Los Angeles,CA 90046 Series Q Fiberglass Door Phone-440.959.9773 inswing#Outswing-"impact" Scope: Product Evaluation report issued by R W Building Consultants,inc,&Lyndon F.Schmidt, P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chaptevft.61020-3,Method,143,6f the:State,of Florida.'Product Approval;Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,R;E,do not ha,mnor will acquire-financial'interest In the company manufacturing or distributing°the.product.or in-any other.entity involved"in tthe approvaf'process of the product named herein. 1. This product-has been evaluated and is in compliance with the 6th Edition(2017)Florida.Building Code'structural requirements ineludin the"High Velocity'Hurricane 2. Product anchors shall,be as'listed and spaced as)shown on details,Anchor.embedment to base material shall be beyond wall dressing er.stucco. 3, When.used in.the"HVHZ"this-product complies with Section 1626 of the-Florida,Building Code and:does not require an:impact resistant covering. 4. When used In areas outside.of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1:2& R301.2.1.2 and does not require an Impact'.resistant covering.Thls:produot meets,inlssile level"D"and Includes Wind Zone 4 as defined in ASTM E 1996:and FBC Sections 1609:1:2.2&.R301:2.1.2.1. 5, For 2x stud framing construction,anchoring of these units shall be the same as that:shown for 2x buck masonry construction. 6:Site conditions.that deviate from the details of-drawing FL-1'5210.4 require further englneering analysis by a licensed engineer or registered architect. 7. Outswing'.configurations meetwaterinffitratlon.requlrements-for"HVHZ". All.otherconflgurationsdonotmeet the water-Infiltration requirements,for the"HVHZ"and must be lnstailed only in non-habitable areas,or athabitable locations protected by:an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is.less-th6n'45.degrees. 8. See drawing FL45210.4 for size and.design pressure limitations. Supporting Documents: Testing t_aborato Signed by 1. Fest Report No. "est Standar n TEL 01390365 TAS 201'=94,202.94&TAS 203-94 TestingrEvaluation Lab.,Inc. Lyndon;F.Schmidt,.P.E, TEL 01391848 TAS 201-94,202-944.TAS-203-94 TestingrEvaluation Lab.,inc; WililamiShelton,.P.E. ETC-'05-255-16776,0 ASTM.,l)6354$,838.03,1929.96&2843-99 ETC La6oratorles Joseph L.Doldan;P.E. ASTM G 26=95 ETC-06-255.17412:0 ASTM E 84.05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-2119-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC.Laboratories Ben:Meunlar 2. Miami-Dade NOA -Materials 17.0712.05 -Safiex PVe interiayer(Eastman Chemical Company) 16.0314:11Royal Mouldings(Ext.;PVC) 3. Drawing No. Prepared by aasa�tpEeQ Signed&Sealed by No.FL-15210.4 Rw'Bullding Consultants,Inc.(CA#9813) bong°° F �J Lyndon� d� Signed&Seated by F'. 4. Calculations Prepared bu ���Q�,'4'.•'. i,- f '°R°y �,��, Lyndon F.Schmidt„P.E. Anchoring RW'Buitding.Consultants,.Inc.(CA#0813) w, V .o ma AST61l E 1360 Glass Load Lyndon F.Schmidt;P.E. a fie 43,409 5. Quality Assurance 1 S`L'ATE (.).F r. 0.•o � `°.�� `° • Lyndon F.Schmidt,P,E. FL PE 9/18120017 Sheet 1 of i �_ ~ Ck n =6 Instpro P r7 m 5200 W_ CENTURY BLVD. LOS ANGELES, CA 90045 37-WMALOVERALL-1 I-Irl lit$ It Z 0'a zo RAMn 'j Smooth FMED714 Wood Grain / White Wood Grain * \1 J! 1. 34r:6 Rustic/Mahogany 2�'.r 2 1 M � SeSeries 0 Hbor_41ass Door :3 2 Q. c E 01. INSWING/OUTSWING oa "IMPACT" z0n GEINIEMNOTES z p ix lltis product hims beenevolualecl and is in,compliance with the 6th Edition(2077)Florida Bullav z 5 z4 Via slinicturol requirements klClUdling the Ing Velocly Hwicaft Zone fHVHn. ocn 2. Product anchors shag be as risted and spaced-shown on details.Anchor embedment to base C) '13 material shagbe beyond wag dressing or stucco. = :2 < I When used in the'r(VHr thk product complies with Section 1626 of Me Ilkiddo eukiling Code and does not require an impact resistant covering. 4. When used In crew outside of the"HVHr mquiring wino borne debris protection,this Product compges with FBC Sections 1609.12&RMM12and-does not require an impact resistant covering. This p'iadijcf meets n,&0a level V and includes VrInd Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.12&R301.11.21. Ih p. S. For2xstud construction,anchorhge,these units shot be ft sameas Rid shown for2c buck masonry Ci Q 02 6. Site condflons that de%ifate from the details of fit drawing require further engineering onotO by a licensed aroneerorregistered architect. z 7- Outswirig configgolions meet waterinNhaffonmqt&.ementsior"dYHr.AS other configurialloris do water frfitratidn requirements for the WH-Z and must be insidled or&/ -x natre't the wat in -a ae Mar qt.iio6[tqbla kx:ations protected by an overhang or canopy such that the angte between --- Z the edge.bf ccnopy or overhang to sill is less than 45 degiees. = TAB1E'0000NTENTS 5 0 SHEET It, DESCMON SfW# DESCRIPHON ' 1 Typical Elevations,Design Presst Nes&General Notes a Horizontal&Vertical Cross Section M -A CONFIGB AON FRAME err,02/ * Door.Panel Dettills 2 9 3-Point locli:deta 3 Lite framedetaft and glaft details 10 Whit lack details VAM is* JK +75.0 -75.0 4 To-m—ntal&Vertical Cron X Suck) 11 Buck Wand fromeranchoring I x 37.5'x 8Vr im. 5 Horftwtalj&Vorticol Q�MRKIX Buck) 12 Components DPW=913.. 1�100_n_td&verfical 13 BID of materials See slie-els 2&4 for-hordiAvre and Ute I'MmG design We-xe&r*Wi= Fi,-15210.4 7 1 Vertical 0M 5SCROTIS MyegWdsl R'.Wfents\PIssVw,int MIMANEMNA-Fldrida.ft"AVWWi&XfL-15210 KVNZR l9tals-lmpDd.Opagtfo and fiisttdlC-OrivdnpVL•15210(2017)\FIr15210.2-Ldvp,2.q M71mO,A,.HpGHi fii � 38.19" � •' yam. x 0 N n. 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Vold—, FL$3595 w a y, p 3—POINT LOCK DETAILS yr Phan. Moa stxes9.9t97 FsPE O.A. No. OS13 2012 R.W.SUO,CIAWDUNaUtTANTOINC- R:Xaalasftst",Inc FM4ANDrkt,Ralda pmdM,ypr„v6Aw.lrim Hvl¢Rbughss•u1qaa opagdd enro clereAC•or&wlmgs%fL•15210(:on)%K-15210.1.5.dwg,IBA 0 c 3: • m S2 X nn q. IS. O 24.26' 23,0• ,`,11111111111111 G• *( '' � No,4348E • 1 PRODptj W"0eotoe"ta P=d B)' �I PIASTPRO INC. Lyndon F. S6hmldt F18EROLASS DOOR P:E p Iv' ry//lf1i111111 2. T 2 iT UPDATE TO 6 ED. 2017 FSC JK PARI OR ASSEMBLY: (j 9UILOINO CONSULTANTS, INC. �.VI '1 3 9 ib UPDATE TO 5TN".ED. 2014)MC JK YY P.O. Bex 230.'Valrl... ,33508 3—PO1W LOCK DETAW YY IW A 1.1, 0 B Phon4 No:I�813.96fLB187 I I FBPE,C A No. 8813 4)9D17"•RAW."OUILDINO CCNRY6TANTSINM R:kdlVltslPlastpm,Inc KRIVMEHn1A•ftt.ProdattAWWas1FLd52t0HVt1tNbuoss-tmpactopaqueeNGWeoAt -DraWngsVL-15210(a017)lli-15210.1.6,",ti.4 f Sj W N ' N 90 Sig 16 MAK ~i d" oc.(rrv.) (TYp:J 0 M w b O Qo m _ a: au iz 06 WMAX, ITYR) �+1 ,d N a_ aC X C C 0 n � d J,C!"44. 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Boz 230,VDirlco, FL 33596 I�+ 4 n� 0 COMPONENTS Phone.No.i 013.069.9197 FBPE C.A. No. 0813 0 2012 R.W.BUILDING OOMMAXANTO INC. 1bjC1e*kKu*o;Inc PERMAXENM-ROMA Product Approv&\FWS210 14VH2-RmMhu-Impact Op oe and MztAC-"99FL-1g19(Z9l7)VL-1S21d.1-5d",,114 m > • 09 4'.—;.:0 4,4 4i Xc'* x x x x C'O x to tp x k 4 -11>, -QM >c x 1 Na Loc:2 I � I :0 0:1 VIT 666 B �00 m MUNN, Man 0,2 1) 2 0;Z5 0.: 28P z 0 z rzi z 0 P3 0 80 Hugo 0 " *:191-� Z N.,43409 *-- - Documents Prfpored'Srn' PLA INC, an r. Sehrntdt FISERGM DOOR P.E.rNo. 43409 '111 COMB LTANTS, INC. UPDATE TO UH-M� VARY,OR ASMS BUILDINO VaIrfoo, FL 33005 6ZW P.O. sax 230, �z 5 UPDATE TO STH.CM (2 BILL OF MATERECS Phan* No,; 010,009.6197 VATF _- 79Y Fspe C.A. No. 9813 mtv 49' ZO I a st.w.bumai M1AWD:AD)E MIAMI-DARE COUNTY Malizin PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADINMISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamJdade.goy/econom1 Windows and Doors, 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 falls 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-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.1.) (S.M.1.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0413.03 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.17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 Page I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED = 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No.10-0510.13) 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6,dated 01/30/10, with revision F, dated 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(V 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 F$C, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, 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 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abrabam, P.E. (Submitted under NOA No.10-0510.13) anuel Pe P.E. Product Coutr 9 Exalffiner NOA No. 17- 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with YBC-5th Edition (2014), dated July 18, 2014, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0 731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc, for their"DuPont Se-ntryGlas@ Interlayer"dated 08/25/11, expiring on 01/14/1'7. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Fa-rooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA N©..14-073.1.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. :2a�tuzg ManuelIlene Product Control Ex r NOA No 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6,dated 01/30/10, with revision G, dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with Edition (2017), dated July 15, 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP—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 61 Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS I. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved gnA6/25/15 and expiring on 09/22/20, Manuel P e ,P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49' 48 49' U t� FLANGE Wm'Ri BUCK WIDTH FLANGE WIDTH NPICAL ELEVATION$ 111 o •. DJ_ OPG. muJ DL.OPG. D.L OPG. } o Al HEA/SL � JUew�D O � AANCHOR SPACING SHOWN HEREIN APPLICABLE, .1kkCI 2ob, za1 �= TO FLANGE AND FLUSH FRAMES. a St7=SHEEP 1.1 FOR FIN FRAMES. Ods If I I I 6m I II �p� Meg 0 G p ----- C3 If ! it If !, ii BUCK tnElcHr N D.D.L.OPG. a Olu = a ° • x o JL__ _JL____ e x " ___ o __-___� ii o a W __---IF_-__-•ii-_--- Il II p II II C� 1 If d 11 11 'f1c0 II 11 f�JN II TI n 0 11 II 11 n II II It 11 n n N u II II II II a 11 0 0 It o 11 II 11 11 Il 11 ro 3 0 11 R �I j n 11 U !/ n II 0 p n JL/e�= 0 3 8 3 II � w u i O�N p FALSE ILl1Ni1N5 m u7^n SURFACE APPLED) 18 MNL t"MAX. 78'►LAX CORNERS STRAIGHT' 0 NM n OPTIONAL SHORTER HEAD/SILL SHORTER d O ANGE & FLANGE ADAPTOR FRALIE SIDES CORNERS SIDE DAYLITE OPENINGS: SIDE F _j EQUAL LEU' FRAME DLO. HEIGHT= BUCK HEIGHT - 3.00' ^ o_n SERIES 130 SENTINEL ALUMINUM EM-11 WINDOW D.L.D. WIDTH BUCK WIDTH — 300' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 1.W�VnDTH� Fn U�� CHARTS SHOWN ON SHEET 2. WINDOW ! I ,tylNppSy WIDTH, WINDOW WIND�„1W7N�DOW W'IDfNd APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FDL. OR FIX.WDW. WITH OTHER MMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MU LU i IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ; 3 3 WILL APPLY TO ENTIRE SYSTEM. z;N 33 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WGH E L J REQUIREMENTS of THE 2014(5TH EDIDON)/2017(81H EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTHLAM.w�DOT� m o(f ..LADING HIGH OCITY HURRICANE ZONE HVHZ. Ip- --�� - I 1 1BY OR 213Y WOOD SUCKS&BUCK FASTENERS BY OTHERS,MUST BE INSULATING TING IAE4.GLASS TEN DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS — F LARGE MISSILE IMPACT UILDING STRUCTURE- ANCHORS TRUCTURE = SMALL MISSM IMPACT TO THE O ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS AND D INSTALLED PER MANUPS INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE 3 j ```11III1111ff��/�` m c a o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURAnDN INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NDN-COMPRESSIBLE 3 I f ?�3� �P �'• d �� MATERIALS INCLUDING BUT'NOT LIMITED TO STEEL/METAL SCREWS,THAT THESE WINDOWS ARE RATED FOR TARGE SMALL MISSILE IMPACT- ;=lying MPACT PRODUCT REVISED E COME INTO CONTACT WITH OTHER DISSNIIAR MATERWS SHALL.ME:T THE as comPlYin9 with the Florida REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. SHUTTERS ARE NOT REQUIRED. Bulidllg Code •D o B g THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 77-0948.07 TES FOR A SITE SPECIFIC PROJECT,i.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE0%=020 '.�f/ driawing no. WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS Expiration Date 09 020 '% s C00- CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES By ���S� �j(AL�V AND TO 8E REVIEWED BY BUILDING OFFICIAL Alam de Produ Con /jYll lilt11�1� sheet 1 of 6 96' BUCK HEIGHT ' .. -- --•-------OIL.OPO• Ig C) z �+F h II n II I II II II II II r 7c • --16'M� 6'MAX. STRAIGHT JAMB SIDES 96" CORNERS MMM BUCK HEIGHT SSir D.L.OPG. II 1 l II I� II �I it =====Jyts====="Ik-----�L-- -_i II II II \�\ yl 11 r II\��' iI ii coo o rn ie"MAX. 6'MAX. STRAIGHT JAMB SIDES CORNERS 96' BUCK HEIGHT D.L.OPG. u R I� II I II II 'I li 11 II II II yI I; �i ;j �p�C�0•`, E ZO a udi A 9� 18•MAX. 8'MA%. 6 pspII DL ag O w '�° SIDES JAMB o 1,9 C g m BUCK HEIGHTCORNETTS 0 C YY a5'i A D.L.OPG. o mm 7� m e ym 0 0 00 m O C I II o C n Fa _i1=�oG I V E `A If m 91 '.0Z7 D n it 1 (�ye Z till II o e sale; Df_3D_1c rfiv cl onaI SERIES SENTINEL 130 ALUM I'VED WINDOW(LM.I,)(S.M,I•) AL FAROOQ CORPORATION 3 no clots escr on .a 1. �eok:Icy.1• C 02.211.11 NO CI"Gt IHS SHEEP ENGINEERS d PRODUCT DEVELOPMENT O = CGI Windows and Doors Inc. 11rE surrEaso .o D 10.10.11 NO CHANGE THIS SHEET 9380 SUNSET DR O• I el• E 0731.1A UPOAIED TO 20I FBC 10100 N.W. 25TI-I STREET MIAMI,FLORIDA 88173 MIAMI, FL 33172 (I:.e.N 3638) V Of P3 �ohk by; � F OA.10.16 ND CHANCE iHs SMEEf TEL(30812848100 FAX(305)2112-097a G l� 0 06.29,17 uPOATFD l0 2017 F9C TEL(300)993-6990 FAX.(309)993-0992 COMP-ANL w10-02CGI 'K b G * m Ot a •U• O m N el O+ a O t m O A o : N R + •l n w T 6 u 4 N J N W V t 8: N Il q b U IU O w + b g 4 J N b O b W J S C m �'{ •�rm � Z Z � 3 o at i 4�nn y� p n :: � � bb Wv 'oA. o� bma Nmbb � Gg o•bo buHo00 'a�obwi4 Foobob (n U 1, IAN b b o b b b bb I.? bbl U V e $ m �^ p S p P b p b o b o b 8 a bb in J m o b m m m b o a WN U o N o 0 o m�i N W Fn N p bu o o m m �1uo 4 t$o o b opp Lpp gLe+ N o 0 0 0 0 o p b u b b b 00001EIRIg- o b o o b o 0 o a In o b •o D o b + in o o b o b F+ in b b o o b b o o Yo 0 0 0 o a b b b o 0 0 0 p; gq py Qgyy ooaoo 'oogbob bbbbbgS�oNgbbbbb � tn '8o bbob' Nnbbbbbbbboo bbbbbbbbbbbe IA W j l 1 j ± 1 0 p I yy W N W W N W ku- 0 U �il O � m �' d m R N R `S 0� N m m d• N De NN 5?R Z VC S m 5 5suld o � 6 O W �0 E. b b b � O W a b o o b E I: O b '•y b b o o o b b b b b^, — — i 1AI. � S � E" A � S $ E. 5 � fS � SSS � � ySSmoS � >� 4 Yri :Jio � uNS uco � N W b b b o b o o 0 o b b b U b o b o a o b o b o b o r m G o o ie a o b o o b v k r Sw $ Soo � RuB � oba `I `J `ISR � P � P � � �i $ $ o � � o mpoR000 $ o $ $ o o v o b b o ie o v o b b o >n + + { b b o 0 0 0 0 o b b b o 0 o b `^{ b o o c b o b o b b b b v " woo � � � � � � s � ay � � om �° 000 � oo oaTgbblb Fj � � � � � � � oo �° � os a b v b b b b b o v b o 0 o b a i• > b g o b b o g b o 0 0 0 0 b M b b-b o b o b b o 0 o b v a Qpe.Zo 90 Gi ma p 3 �.3oO0708 � :E m n ID D c V R1 � b ND c Cn I o, �4 En K6u o ZpZ 22 •, ° ~ nb� z AF vole 0 TT =z .C^ E o c-i r z co�2 - x o Dale: 01_Ja10 rev a ons: SERIFS SENTINEL 130 ALUM FDUD WMDOW LM,L S M,I. A4FAR000 CORPORATION d"eticr Ion __ )� ) N�. .aale: ley.1• c D2R0.11 WDW,SM ADDED EN84NEERs A4PRObUCi'DEVELOPMENT O CGI Windows and Doors, Inc. 98HOSUNSET DRIVE,SUITE 220 N i0 D 17.21.14 NO CIENTE 103 SI1EE( 10100 N.W. 25TH STREET MIAMI,FLORIDA a317a E D�s4,la—ilvwim 1D 2017.cec (c.A.ly sass) o F 04.10,15 NO CIENTE VS SIHTT MIAMI, FL. 33172 TEL.(305)20443100 FAX.(3OM282e878 m Iv ° 7.k Dy. 0 oesS.n VPDA'M.xol7 Eec TEL(JOS)693-8590 FAX(305)59J-8597 COMP-ANL W40-02CGI 3/16'ANN.GLASS 3/16'HEAT STREWD GLASS (■ r, • 075'Interlayer 075'Interlayer //�i�� o Saflex CP With PEr Coro Safi.CPU PEr Core ltri 10 By 'Eastman Cherelcal Co.' By'Eeatman Chemical Co.' OR OR 'j m 3= .090'Interlayer 090'Irdedayer Sol lex Clear And Color Gloss Seliex Clear And Color Gloss By'Eastman Chemical Co.' By'Eastman Chemical Co,' OR OR e ol 0 SentryGYas .090 Irdedayer 090'Interlayer QQ p 0 0 SnrdryGias OR Kuroroy America,inc BOR'fCureroy America, Inc' a C 090'Interlayer 090'Interlayer 0 1a TrosHo1 PVB Trosifol PVB p W ey'kraaray America.Inc.' By'l uraray America. Inc' a C CQ I g 3/16'NEAT STREWD GLASS 3/16'HEAT STREN'D GLASS 0 F C ObE m 2E m Q'Ojzs 01 Zy 1 Q7YLL b` S I! GE SILICONE700 e 1 i i E121200 6'=og p E31 II I DOW CORNING899 \O F3 I DOW CORNING 899 O m 3 n ii II DOW CORNING 995 n it I! DOW CORNING 995 Q IZrr f�' i !� 4) O 0 � O �I W AT 1/4 POINTS ON UTES F AT 1/4 POINTS ON LJTES G m WIDER THAN 3S' y, WIDER TEM 36' o n W GLASS TYPE 'C' GLASS TYPE 'D' o 7/16.OV-BALL LAM.MASS ASS 7/16.OVERALL IAM.GLASS O Ll (L.M.I. & S.M.I.) a r-3/16'ANN. GLASS 3/16'HEAT STREMIb GLASS {1 075'Interlayer 075'Interlayer n W r n Salkx CP With AE Coro Saflex CP VAh PEr Core 3 N f0 By'Eastman Chemical Co.' By'Eastman Chemical Co.' W 0 OR OR .090'Interlayer 090'latedayer L7 C Z w Saflex Gear And Color Class Scflea Clear And Color Class By Eastman Chemical Co.' BY'Eastman Chemleal Co.' SILICONE 3/8'AIR SPACE R 3/8'NR SPACE OR a' GE 1200 I (y o¢d A90'Intedayv 090'Irtedayer =m 14 DOW CORNING 899 U r Srn � I j1�l DOW CORNING 995 SerdK..r 3116"HEAT STREN'D GLASS OR'Kuraray MCk4 Inc.' R'Kuraray Americo, Inc' U !I I!1 090'Interioyer 3/16'HEAT SIRETI'D GLASS 090'Irrierlaya ro I 1 11 Trosifol t'VB Trosifol PVB ! i!II By'kuraray America.Inc By'kureray Merica. Inc 184 " 3/16'HEAT STREt'O GLASS 3/16'HEAT STREN'D GLASS R Q . a a SILICONE SILICON i~ SILICONE GE 7200 m a 6 3 GE 1200 m GE 1200 DOW CORMNG 899 DOW CORNING 899 m DOW CORNING 899 DOW CORNING 995 i •I!i DOW CORNING 995 \ i 1Ij DOW CORNING 995as OPTIONAL GLAZING ID '.p M1 Ij 1'Ij c r, N7 1 11!I .. a n 1 1•it I it II m-c-^= XL EDGE SPACER XL EDGE SPACER _GLASS TYPES 'C7' & 'Dl' o ryry I I!I! ST.STEEL BY'CARDINAL' !�I S.STEEL BY'CARDINAL' a g pry^ g E4 ii i!i! OR E4 i i!I OR o a o w 4 ORRASEAL BY'WANE%' F7 OURRFSEAL BY'QUM7]t' ```1,t1eR� yyyyi'/ c n o SUPER SPACER BY'OUANEY 0 SUPER SPACER BY'OW1tOXX' ��:WW.''.''....,� a u i 4 2�i7 v H M5 L SIZES F M5 AT 1/4 PO HTS ALL SIZES PRODUCT REVISED 70692 o ' W ' as complying with fire Florida •: — „ _ 1. 2. G1.8c S 'Cl' GLASS TYPE DV Bundmg Coda �r i'OVERALL INSUL LAM.GLASS 1'OVERALL OLSUL Do9rasTzozo LAM.CLASS NOA-No. - 17-0918.07 < 5 (L.MS. ONLY) of drawing�.. '�� no. (S.M.I.) ratl a ate � .. '�` 9 IN ORDEtTO QUALIFY FOR MISSILE G BY EXTERIOR PLY OF GLASS TYPE'C7' MUST BE TEMPERED. Mi de raduet o 1 lilt 11177`` sheet 3 of 6 1 ! I TYPICAL INSTALLATION DETAILS V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z n$ WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS f FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4'MAC FLANGE Qa o 0 0 28Y WOOD 8U, FOR SPACING SF6A6 O u'7µµK11 I t+ I:i ji OR METAL WOOD STRUCTUR TYPICAL SEE HRS -♦ STRUCTURE !i112 FOR sPaaNc a a •.' M2 TYPICAL AN 1 y © FOR SPACING a S \� oaoo„ —7 a al I Et 7 - ~ _ Ll � V=�jLL o 1-1/4 .• v __ .�J O EON f✓ ' : •+ •.• •_ ... ..• -. ..- iii MA S2 QW01� � _••v TTP{CAL AETCHORS !!�t M2 i S • -' I SEE F1EV.' Q !j i :a w � •. igY FOR SPACING I I a •-I .yam-. N WOOD EUCK� • c Et © '$ U t C � c — n SHIMS ; O .^. EQUAL LEG EQUAL LEG EQUAL LEG a EQUAL LEG 8 0 5 2BY WOOD BUCK M2 MAL � a O OR wooD srtwcnlRE C 1 STRUCTURE '� 0 X c j e E3 !i + F'l7PKJ1L ANCHORS .'�.. 0 N �� I� t 1� v I FOR SPACING d M q M3 S2 s �� I sEEP CZE.. 1 - EZ M3 S2 TYPICAL ANCHORS a . _ i1 I Sm FLEA. , �I.,• - .: FOR SPACNG "v � 6 p .t �v"ICHORS p I�1 TtPIW.ANCHORS FOR SPACING 1i ii SEE ELEV. I • BUL'K�. FOR SPACING la c F n $ WOOD PRODUCT REVISED 9 E Dding Code~7th Cho Fbrida NDA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. EcPIMU.n Date 092212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ TYPICAL ANCHORS- SEE ELEV.FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE- o'a�o Sy oeN� u-'63 16T,Fy=157 161) Mlami-0a Pro uc C n u o 8 a B 3 14 SMS OR SELF DRILLING SCREWS GRADE 2 CRS \`,ttiTllTIIIIAAA' Fr=155 IED) � ( ) OR WOOD STRUCTURES INTO MAMI-RADE COUNTY APPROVED MULLIONS �� �I ..... 1-1 a MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) INTO CONCRETE AND MASONRY= 2-1/2' MIN. ���•:�'- /_ OR INTO WOOD STRUCTURE- 1" MIN. "'� b INTO METAL STRUCTURES (HEAD/SILL/JAMBS) SJ 1 2017 THRU 18Y BUCKS INTO CONC. OR BLOCKS (3) -,HREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE= 3/4' MIN.. c o a 1-1/4'MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8'TRK. MIN. (6053-75 MIN.) WOOD AT HEAD.SILL OR JAMBS SO- 0.55 MIN. 1-1/4'MIN. EMBED INTO BLOCKS (JAMBS) STEEL: 1/8'THK. MIN. (Fy= 36 KSI MIN.) RTE AT HEAD.SILL OR JAMBS t'e-3000 PSI}a W- DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WO ALUMINUM TO BE PLATED OR PAINTED) C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm=2000 PSI MIN. qEOF '[y dro�nng no. 1-1/4"MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 'moi !��'••'�j.�� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) s WHO—O2 II1111 Tt ��� sheet 4 of 6 TYPICAL INSTALLATION DETAILS 4.V Z5 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a O 'W INSTALLATION DETAILS 7HRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES { DIRECTLY INTO CONCRETE STRUCTURES OR INTD APPROVED MULLIONS Q 4 FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR �' 6 FLANGE ADAPTOR O 0 n . 8 - a TYPICAL ANCHORS 1/4'MAX. Q:O SEE ELM Ip S ZBY WOOD BUCK FOR SPACING SHIMcad METAL OR STRUCTURE TYPICAL ANCHORS STRUCTURE O•K K S F3SEE $3 i, "d2 FDR ACR°�ic .a:' Q M2 iYPtrAL ANawas O cut a Ii 11 _ Z x SEE ELW. w¢i Z O N `j S2 h 1>tl `y FOR SPACING Q ul 6 - ab�f� -- mi 52 MIN .Pn .. .• ... ii j� iMCAL AtYCH a ! ! M2 • d 7 I - SEE ELEV. • 1�. FOR SPACING WOOD BUCK `I y,.• E8 p r4i v 8 0MAX 0 vt 2 310-MIN. t/a. BUCK HEIGHT R�1/4'MAX.CAP LL GAP B B co TRUC \ WOOD SCTURE ' ¢ C F N 12MIN. m NOT BY CGI / 1/Y MRN. n y N � "'0 2 3/� s o x •CI 3 I I FIN FRAME M2 Ba,�m �N `Z,3 ,> I CAULKING 3:00_9 >� TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1 19 19 v Gig F 08 SMS (GRADE 2 CRs) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD - --`—- BUCK DEPTH SHALL BE W. THE USE OF DEEPER'OR BEVELED WOODBUCKS IS HOUSE WRfW a ' PERMTTIED. NOT er CGI a EXTERIOR OR BUCK mm sumwlaDl MWA-nADE COUNTY 1 I M"--RADE COUNTY APPROVED APPROVED MULLION I�MULLION&MULLION ANCHORS o 11Y I 1 &MULLION ANCHORS I I SEE SEPARATE NOA ,1 m I I SEE SEPARATE NOA 8 ....... ...... 1 1 ---- — _= —______ PRODUCT mp, wlen mo Plortaa _6aldl.9 s L�J TYPrAL ANC„M NOA-No. 17-0918.07 SEE PACNPAC Ekpb ldl—Dae 09,22!2020 FOR SG �® OF r � drawing no. /14 X 1'SMS. E3Y '�, ••• •• ���!`> w��-02 ! mtam adeZ /n T �ri,,rTrrlAiLttttt sheet$of 6 - t TEEM PART f QIIANiTLY DSfiCRD:/TON MATERIdL MANR/SUPYEgR189,LiD85 y tOi i El CGI-118 4/WOW. FLANGE FRAME 6063-T6 - o E2 C61-119 4/WOW_ FLUSH FRAME/FIN FRAME 6063-T6 - d E3 CGI-121 4/WON'. GLAZING BEAD(LAAI,GLASS) sOss-Ts - 'r, ; 1.993 '812 E4 CGI-123 4/WOW. GLA7JNG BEAD(LAM.BOLL GLASS) 3063-16 - O y°vvi 99.5 .065 FS CGI-110 4/WNW. NUL FIN ADAPTOR 6063-T6 - TYP. E6 C0I-109 4/WOW. FRONT FLANGE ADAPTOR6063 T6 +O O,°v 1 Mt CGI-382Y AS REOD. GAZING BULB%TM FNC OUROMETER 75-60gSKWOREM2 CGh124 AS REGO. SCREW COVER-OPTIONAL PJC - ILM3 CM-112 AS REM FUM FRAME COVER FNC O �FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2%1/87 6063-T5 - 0 Ca�vlMS - 2/UTE SErGNO BLOCKS EPOi�1 DUROMHTER 8535 , PI e 2505 A6$ S2 j10 X 1-1/4' 2/CORNER I ASSEMBLY SCREW PRL.PH SMS ST/ST ... O A.0 .512 Q O(rU.yri 0 o 1.495 .995 .1.335 G� v y Q FLUSH FRAME/F1N FRAME m u � .675 C m oso o 995 .975 O w WELDED JOINT 1.184 AT D40S t!� C GLAZING BEAD(LAM.GLASS) `S G 0 -} —120 2 I I v+ 3 0 a� .985 05D 1.000 E.125 t9 0 .500-ti- 1.164 1;4 E4 GIAZlNG BEAD (LAM.LNSUL GLASS) GLAZING ANGLE (LAM. {NSUL GLASS) CIRCULAR WLNDOWS q E M'Ftpv 't� t.130--L-565 2Z? � {{ t.450 RECT. OR SQUARE WINDOWS l3 180 '.4 1550 1.680 z:� 5_GO .moo TYP. COR'NFR-11-RUM "eI nr o _ _gs Les1a mo�oo�$ 3.333 zz E5O /�� ♦ ♦�1\tii 14ML FTN ADAPTER FLANGE ADAPTOR ♦♦♦ P�.A�'(+ Jai a_ •_ �1,3g5 1.113 PRODUCT REVISED 1 as complylwg with the Florida � a _ 8olld[n Code 180 �t HOA-810. 17-091IL07 .0: *- a ASD .056 t.081� Expiration Date 0422YL020 -0' I drawing no. O � FLUSH FRAME COVER O SCREW COVER MbCantrell ��J/ f �vAt.�";♦♦ N I n\\ sheet 6 of B MIAMI-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) wwvv.miamidade.gov/economy. SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 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(AHI). 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: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, 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. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0717.02 MIAMI DADS COUNTY Expiration Date: November 21,2022 Approval Date: August 24,2017 8 Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted.under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115, dated 04/09/07, both signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA No. 07-1016.06) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NDA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ManuelAkT4 P.E. Product Contr l Ex miner NOA No. -0717.02 Expiration Date: November 21,2022 Approval Date: E-1 'U SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no fmancial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, -all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-10-16.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and expiring on 11/21/17. Manuel P P.E. Product Contr Exa finer NOA No. - 717.02 Expiration Date: ]November 21,2022 Approval Date: August 24,2017 E-2 3 TUBE MULLION IIII�IIIII SEE SEPARA7'EWINDOW ENOA RECTANGULAR ALUMINUM TUBE MULLIONS V 1, SEE SHEET 2 FOR SIZES U II FOR CAPACITY - - 1T TIT'r---�- WINDOW FRAME m m �J I i ii i i i SEE SEPARATE NOA USING MULLION PROPERTIES ONLY O k y Z AND SHEETS 3& 3.1 _FOR CAPACITY VIII i FOR CAPACITY MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. " J SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. 1-. n -=�1 LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA 0 OYT `c ;S Rr=-= _ J ifs 1r-� OIWILL APPLY TO ENTIRE SYSTEM. Ogg Is THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LYfO-C n I REQUIREMENTS OF THE 2017 (6TH EDITION)FLORIDA BUILDING CODE Q(j y r -rr===JL JL J�1L; U(p�lTUBE MULLION INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). (� ,5i g AND SHEETETS23F&R SIZES ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ly O`�M o I —y APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATERQ a O Q.oa g• - �, �—1 FOR CAPACITY INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. Q 4 I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Z O q LOADS TO THE STRUCTURE Q w m ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMBEDMENT Z N a Of e SDOOR FRAME EE SEPARATE NOA TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). J Z M 5 FOR CAPACITY ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q W OJ S TUBE MULLION ARE'NOT PART OF THIS APPROVAL O I ------------- - SEE SHEET 2 FOR SIZES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. N I 1,== -- AND SHEETS 3& 3.1 - --� -- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT n II � 1 FOR CAPACITY r II I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE m II Ij Ij I� I REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. Z V Ij II 11 II MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION O n II II S 2___II f� I IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE J. aO io -------- L -- — J 1i 3n ===_� INSTRUCTIONS: m _US USE CHARTS AND GRAPHS AS FOLLOWS IC= ID -- i J L__J �___---------rgsr'----I z Q ID L5 -- �___ ___�4 --------- I STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 Z N FOR PARTICULAR OPENING. d U m STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. J STEP 3 USE GLAZING PRODUCT CONNECTION TO MULLION AS a 3 n W J AS PER PRODUCT APPROVAL to rn DOOR FRAME USING CHARTS ON SHEET 3&3.1 SELECT MULLION SIZE SEE SEPARATE NOA STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR CAPACITY IN STEP 1 ABOVE. 1 USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS I STEP S ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH LL t------------ -------- --__� DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED L L_ n ^�, ------------1-' i IN STEP 1 ABOVE. ----- 3 a 1--------------- m ------------ moi o N of d ai Io II TUB I I I 1 c tJ_________ _ S - a aji '1 '' £e' 1111111/ O SEEES EETL 2N FOR SIZES L_�______ I AND SHEETS 3&3.1 1 I `���@SPD...., /ice q 1 FOR CAPACITY ���`�j PRODULT REVLSGD ��. w e—Plying Wilh the Florida4 � Rcilding Code 70552 "t Acceptance NoI -tv .02 n = ' Expiration Date (�L MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS M ,i adePmducl n7.. OF drOwing no. HORIZONTAL OR VERTICAL S•..• R�Dr,:'���� M07-04 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING W�GLAZING PRODUCTS ONLY BE USED WITH �777�10 ����`x /V111111111AV sheet 1 of 18 3 1.250 � 6000 (, �{ ��V v • tooa I � o a.oao-�{ 1.000 .375 I o e m Z .125 F . B TP. .125 .125 .125 I TP 0 4.000 4.000 4.500 6.000 d �HWu 3.000 •� TYP. D C L4.000 0�N U .375 0 a R m o Ix = .9502 N\4 Ix= 2.0374 IN\4 Ix 3.1878 IN\4 Ix 4.2421 IN\4 w= Sx = .6335 N\3 Sx= 1.0187 IN\3 Sx = 1.5939 N\3 Sx 1.8854 IN\3 Ix 4.8538 IM4 Ix= 16.9059 INV U y 2 N m Sx 2.4269 IN\3 Sx = 5:6353 IN\3 ESE m 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 J 0 STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION 4 X 4 6 X 6 Q m f r 6063-T6 6063-T6 6063-T6 6063-T6 STD, MULLION STD. MULLION O 6063-T6 6063-T6 N (�--2.000-1 �2.000� Ip-2000 Ip-- 600o- --�{I N I Z U n O J No N J 2.000-1 2.000-1 ? v I I 25 250C) 125 LJ TYP. TP. TYP. 125 m 0<J TYP Z cn Vl m N 125 .250 6.000 6.000 ~ 3 2 n c� TYP. TYP. j (~j z n. 4.000 4.000 8.000 8.000 VO 03 7 -ui Qr n Li L--j L Q (/I 6 o k O Ix 2.9762 IN\4 Ix 5.3073 IN\4 Ix = 82757 IN\4 Ix= 15.2031 IN\4 Sx = 1.4881 IN\3 SX 2.6536 IN\3 Sx =2.7586 IN\3 Sx= 5.0677 IN\3 m w 2 X 4 2 X 4 2 X 6 2 X 6 oar STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION Ix = 17.4502 IN\4 Ix= 40.7080 IN\4 cr 6063-T6 6063-T6 6063-T6 6063-T6 Sx = 4.3625 11 Sx- 10.1770 IN\3 2 X 8 8 X B ma=`=g= 1.690 STD. MULLION STD. MULLION 690 6063-T6 6063-T6 c m _ THESE MULLIONS CAN ONLY BE USED WITH 9 .125U153.11 0 .125 2.500 SIW GLAZING PRODUCTS1.030�' AI 45 ``111„11IIurr/i F=- 3.750-moi NOTC*MIN. .125 FRODUCTPFVISPD �``��'' V0�` '•• ,i o rc Fes-3.750-�'I OPTIONAa F NOTCH S COmP15'Ia8"^�the Florida = oPnoNAL 2.00 1/2. B�aaa6coac .071?•02 _ 7os9z A-p= Tb MIN.MULLION CLIP (6o63-T6) MULLION CLIP (Go63-T6) �2.000�1 ni.m adet<odacr(:7.. oP(ALT.TO ANGLES) 1I2 (ALT.TO ANGLES) CUP LEN1BY THS MUST BE UT TO FIT SNUG MIN. ICUP NTO LENGTHS MUST BE�TO �SNUG ANGLE GLET6 LIP ��/ /�o{�p+�-11INTO \�� sheet 2 of 1$ T DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS) ARCHES SO BE INSCRIBED 3 INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON �� 1-1/4 1-1/4 m o X X I WINDOW DIMS. / 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 GLAZING 1 X 3 1 X 4 1 X 4 4-1 2 2 X 4 2 X 4 141NDOA'DIMS. WIDTH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY WIDTH(W')MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY VERTICAL PRODUCT �' Z y n 19-1/8" 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 52.0 111.5 130.0 130.0 130.0 130.0 MUWON Q 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 37.5 805 1229 130.0 117.6 130.0 OD f f 2 H GLAZING GLAZING z¢ Q y S 30" 130,0 130.0 130.0 130.0 130.0 130.0 30' 33.2 71.1 1085 130.0 103.9 130.0 PRODUCT PRODUCT n- 37" 130.0 130.0 130.0 130.0 130.0 130.0 37' 28.9 57.7 88.0 105.6 84.2 130.0 N �O�p�-G 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 23.7r32.3 77.5 93.0 742 130.0 GLAZING PRODULAZINGCT 3 4, j 7j 38-3/8' B4' PRODUCT PRODUCE p LL 48' 130.0 130.0 130.0 130.0 130.0 130.0 48' 20.7 67.8 01.4 64.9 115,8 54' 127.8 130.0 130,0 130.0 130.0 130.0 54' - 60.3 72.4 67.7 102.9 v C � 60" 115.0 130.0 130.0 130.0 130.0 130.0 60' - 54.3 65.1 51.9 92.6 (4 66' 104.5 130.0 130.0 130.0 130.0 130.0 66' - 49.3 59.2 47.2 84.2 W1 W2 MUWON SPAN � 0 X C Qo p72' 95.8 130.0 130.0 130.0 130.0 130.0 72' - 45.2 54.3 43.3 77.2Q '�Cj It19-1/e' 130.0 130.0 130.0 130.0 130.0 130.0. 19-1/8' 34.8 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS �9z°26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 25.1 . 84.4 111.4 78.8 130.0 LL U,N LL 30" 130.0 130.0 130.0 130.0 130.0 130.0 30" 22.2 47.6 74.5 98.4 69.6 124.1 .51 Is to 37' 105.7 130.0 130,0 130.0 130.0 130.0 37" - 38.6 60.4 79.8 56.4 100.6 WIDTH (W) = wt +w2 Q w Obi f 42' / 93.1 130.0 130.0 130.0 130.0 130.0 42' - 34.0 53.2 70.3 49.7 88.6 2 0 50-5 B' 96' 48' 81.5 128.6 130.0 130.0 130.0 130.0 48' - 29.8 46.6 61,5 43.5 77.6 54" 72.4 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 e 60' 65.2 102.9 130.0 130.0 130.0 130.0 60' - 23.8 37.3 49.2 34.8 62.0 NOTE: ut m 66' 59.3 935 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.6 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o N 72' 34.3 e5.7 130.0 130.0 t2e.z 13D.o 72' - - 311 ato zs.o 31.7 VERTICALLY OR HORIZONTALLY. I -10 19-1/8' 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8' 24.5 S25 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) -j -UQ N 26-1/2' 89.0 730.0 130,0 130.0 730.0 130.0 26-7/2' - 37.9 59.3 78.9 55.3 98.7 2 3::4)M 30" 78.6 130.0 130.0 130.0 130.0 130.0 30' - 33.5 52.3 69.7 48.9 B7.1 W 0¢rt 37'1 63.7 106.2 130.0 130.0 130.0 130.0 37' - 27.1 424 56.5 39.6 70.7m 0 Z�J 42' ❑ 56.7 93,5 130.0 130.0 130.0 130.0 42' - 23.9 37.4 49.8 34.9 622 H 3.w LL aNa 49.1 81.8 124.0 130.0 7227 130.0 48• 708' _ 20.9 32.7 43.5 30.5 54.5U Z U 54" 43.7 72.7 110.2 130.0 109.1 130.0 54' - - 29.1 38.7 27.1 48.4 2 QQ 60" 39.3 65.5 992 118.8 j 982 130.0 W. - 262 34.8 24.4 43.6 Z ¢ W - �Um 66" 35.7 595 90.2 108.0 89.2130.0 66' - - 23.8 31.7 22.2 39.6 } 72' 32.8 54.6 82.7 99.0 81.8 130.0 72' - - 21.8 29.0 20.4 36.3 J 19-1/8" 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8" - 38.3 59.9 79.7 55.9 99.7 Q rn a 26-1/2 54.4 105.4 130.0 130.0 130.0 130.0 26-1/2" - 27.6 43.2 57.5 40.3 71.9 30" 48.0 93.1 130.0 130.0 130.0 130.0 W. - 24.4 38.2 50.8 35.6 63.5 r.37-1 38.9 755 114.1 130.0 113.5 130.0 W. - - 30.9 41.2 28.9 51.5 42' 74-1/4' 34.3 100.5 120.4 100.0 130.0 1' - 27.3 36.3 25.4 45.4 120' 48" 30.0 58.2 87.9 105.4 87.5 130.0 48" - - 23.8 31.7 22.3 39.7 W u 54' 26.7 51.7 78,1 93.7 77.8 130.0 54' - - 21.2 282 - 35.3 n 60' 24.0 46.6 70.3 B4.3 70.0 122.2 60' - - 25.4 - 31.B 0 66' 21.8 42.3 63.9 76.6 63.6 111.1 66' - - - 23.1 - 28.9 po 3�qo 72' 20.0 38.8 58.6 70.7 58.3 101.9 72" - 21.2 26.5 U Q J Q 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8' - 28.7 45.0 59.8 42,0 74.9 v i i 26-1/2' 46.9 - 95.2 130.0 130.0 130.0 130.0 26-1/2' - 20.7 32.5 432 30.3 54.0 30' 41.4 84.1 126.8 130.0 126.5 130.0 30' - 28.7 38.2 1 26.8 47.7 37' 33.6 68.2 1028 123.3 1026 130.0 37" - - 232 30.9 21.7 38.7 c m �vi o 0 o n V 42' 78• 29.6 60.1 90.6 108.6 90.3 130.0 42 132, - - 20.5 27.3 - 34.1 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS O1 48' 25.9 52.5 79.3 95.1 79.1 130.0 48' - - - 23b - [41.6 u o 54' 23.0 46.7 70.5 84.5 70.3 122.6 54' - - - 212 - O 60' 20.7 42.0 67.4 76.1 67.2 110.4 60' - - - - - - r i ``4111111111/1j.0/ 6fi" 69.1 57.5 100.3 66" - - - - - MULLIONS !.;_ I�.". �t�,4!�y1 ®��A,,�///, e �... 72' - J5.0 52.9 - 63.4 52.7 92.0 72' - - - - - PRODUCT REVISED d U ASF' 19-1/8" - 22.1 34.6 46.1 32.3 as complying with the Florida q = b T BOilding Code N 'Z 26-1/2" - - 25.0 33.3 23.3 Accept-N!o30' - - 22.1 29.4 20.6 '.i n Dat o m o 37' 144' - - - 23.8 - 29.8 42' - - - 21.0 - 26.3 By �® T '•<(/� drawing no. N7iami adel'roduclComr ; ems: M07-04 ALL LOADS ARE EX-r.(+)/INT.(-). 54!' - - - - - 20-4 if sheet 3 of�8 J DESIGN LOAD CAPACITY-PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) ARCHES TO BE INSCRIBED 3 WINDOW DLMS. INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION ��u a WINDOW DIMS. 4X412 X 6 2X6 2 X 6 6 X 6 8X6 4X4 2X6 2X8 2X8 6X6 8X6 WIDTH (W)MULL SPAN STD. STD. HEAVY STD. STD. STD. WOTH(W)NULL SPAN STD. STD. HEAVY STD. SPD. STD. GLAZING O 19-1/8' 170.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 130.0 130.0 130.0 170.0 130.0 170.0 1IEIiDCP1 ' PRODUCT �� z q n 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 MULLION C F o 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 zz �•"w m 3 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 GLAZING GLAZING zd 4 N a <^ PRODUCT PRODUCT N 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 721.0 170.0 130.0 130.0 170.0 130.0 � 38-3/e' 84' 3 w 48' 130.0 130.0 130.0 130.0 130.0 130.0 48' 105.9 121.8 1 150.0 130.0 130.0 170.0 GLAZING GLAZING 54• 130.0 130.0 1 130.0 130.0 130.0 130.0 54• 94.1 108.3 130.0 130.0 130.0 130.0 PRODUCT PRODUCT ar Fp-C w 60' 130.0 130.0 130.0 130.0 130.0 130.0 60' 84.7 97.4 130.0 130.0 130.0 130.0 Q N r 68' 130.0 130.0 130.0 130.0 130.0 130.0 66' 77.0 88.6 130.0 130.0 130.0 130.0 v C 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 70.6 81.2 130.0 124.6 130.0 130.0 W1 W2 I MULLION SPAN I a d p Q g 19-1/e' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 O K 26-1/2' 13D.0 130.0 130.0 130.0 130.0 130.0 25-1/2' 1285 130.0 130.0 130.0 130.0 130.0 N(no 0 TYPICAL MULLION ARRANGEMENTS N 30' 130.0 130.0 130.0 730.0 130.0 130.0 30' 1175 130.0 130.0 130.0 130.6 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 92.0 119.6 130.0 130.0 130.0 130.0 4'Z N_W O 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 81.1 105.3 130.0 130.0 170.0 130.0 50-5/8' 96' W1 + W2 Q W Dai F 48' 130.0 130.0 130.0 130.0 130.0 73o.a ae• 70.9 92.2 170.0 130.0 130.0 130.0 WIDTH (W) = 2 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 63.0 81.9 130.0 125.4 130.0 130.0 60' 130.0 130.0 170.0 130.0 130.0 130.0 60' 56.7 73.7 130.0 112.9 130.0 130.0 N 66' 130.0 130.0 130.0 130.0 130.0 130.0 66' 51.6 67.0 119.0 1026 130.0 130.0 72' 130.0 130.0 170.0 130.0 130.0 130.0 72' 47.3 61.4 109.1 94.1 130.0 130.0 NOTE: W I 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 125.0 130.0 130.0 130.0 130.0 130.0 MUWONS RATED IN THESE CHARTS MAY BE ORIENTED zs-t/z' 130.0 130.0 130.0 130.0 170.0 ISD.o 2s-t/z' 902 170.0 730.0 130.0 130.0 130.0 VERTICALLY OR HORIZONTALLY. 1 -10 (INTERPOLATION BETWEEN WIDTHS ALLOWED) -i n m 30' 130.0 130.0 170.0 130.0 130.0 130.0 30 79.7 1152 130.0 130.0 130.0 130.0 (n 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 64.6 93.4 130.0 130.0 130.6 130.0 30>rM'1 42' 130.0 130.0 130.6 130.0 130.0 130.0 42' 56.9 82.3 130.0 125.7 130.0 130.0 Ld Q 63' 130.0 130.0 130.0 130.0 130.0 130.0 48' 108• 49.8 72.0 127.6 110.0 130.0 130.0 m Z N 54• 130.0 130.0 130.0 130.0 130.0 130.0 54' 44.3 64.0 113.4 97.8 130.0 130.0 �= m 60' 170.0 130.0 130.0 730.0 130.0 130.0 W. 39.9 57.6 1021 88.0 122.9 130.0 � (~j Z U v 66' 130.0 130.0 130.0 130.0 136.0 130.0 66' 36.2 52.4 92.8 50.0 111.8 130.0 Z a O m H 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 332 48.0 85.0 73.3 102.4 130.D �. 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 91.1 130.0 . 130.0 130.0 13D.0 130.0 7 v 26-1/Y 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 65.8 104.6, 130.0 130.0 13D.0 130.0 Q �nw 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 58.1 92.4 130.0 130.0 130.0 130.0 In m k' 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 47.1 74.9 130.0 114.1 130.0 130.0 O 42' 74-1/4' 130.0 130.0 130.0 130.0 130.0 130.0 42' 120, 41.5 66.0 116.6 1005 130.0 130.0 48' 130.0 130.0 130.0 136.0 130.0 130.0 46' 36.3 57.7 102.0 88.0 1235 130.0 54' 129.0 130.0 130.0 130.0 130.0 130.0 54' 32.3�51.3 90.7 78.2 109.8 130.0 60' 116.1 1259 130.0 130.0 130.0 130.0 60' 29.1 81.6 70.4 98.8 130.0 65' 105.6 114.5 130.0 130.0 130.0 130.0 66' 26.4 742 64.0 69.8 130.0 c o 72' 96.6 105.0 130.0 130.0 130.0 130.0 72' 24.2 68.0 58.6 82.3 130.0 19-1/8' 130.0 130.0 130.0 130.0 1304 130.0 19-1/8' 68.5 116.7 130.0 130.0 130.D 130.0 - U 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• 49.4 64.3 130.0 130.0 130.0 130.0 y 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 43.7 74.4 130.0 114.9 130.0 130.0 37' 13D.0 130.0 130.0 130.0 130.0 130.0 37' 35A 60.3 108.0 93.2 1232 130.0 42' 78, 130.0 130.0 130.0 130.0 130.0 130.0 42' 132' 312 53.2 95.1 82.1 108.6 130.0 c m 48' 130.0 130.0 130.0 130.0 130.0 130.0 48' 27.3 46.5 83.3 71.8 95.0 130.0 THESE MULUONS CAN ONLY BE USED WITH 3 m 54' 116.6 126.3 130.0 130.0 130.0 130.0 54' 24.3 41.3 74.0 63.8 84.5 130.0 SN! GLAZING PRODUCTS m 60' 105.0 113.7 130.0 130.0 170.0 130.0 60' 21.8 37.2 66.6 57.4 76.0 130.0 66' 95.4 103.4 130.0 170.0 130.0 130.0 66' - 33.8 60.5 52.2 69.1 130.0 72' 87.5 94.7 130.0 130.0 130.0 130.0 72' - 31.0 55.5 47.9 63.4 120.4 MULLIONS � � - ,.�Jp9.�h1.. 19-1/8' 52.7 89.9 130.0 130.0 130.0 130.0 PRODUCT REVISFD F' o 26-1/2' 38.1 84.9 1192 106.0 130.0 130.0 e9 complying with 67e Fladde o 30' 33.6 57.3 105.3 95.4 117.1 130.0 Ac-cepB.ildiCode No _ s Acceptance No l 17.>r1 37' 144' 27.3 465 85.4 77.3 95.D 130.0 .1 n Dow 42' 24.0 40.9 75.2 68.1 83.7 130.0By =� O 48' 21.0 35.8 65.8 59.6 73.2 130.0 Mien Dade duct COarcu TA OF <(/` dTOWiOg no. 54' - 31.8 56.5 53.0 65.1 130.0 ys• .LDP'`(9 � M07-04 ALL LOADS ARE EXT.(+)/INT.( 11\4\\\� sheet 3.1 of 1 B 2 X 2 X 1/6' ALUM ANGLE FLOATING CUP o TYPICAL ANCHORS o q 1 PER ANGLE n g TYPICAL ANCHORS FZ y m o 0 2 PER CUP o F W X14 SMS �IL �6 7 2 PER ANGLE _ OIL w�`^ it -- ----- -- — ---- ____= p 0 MU WON MULLION 0 3tj IMAX. / 1M/2° / LL �O�11 Q wetly a Wy_o In HOLLOW FILLED BLOCK HOLLOW/FILLED BLOCK j O too S C//ONCR C / Q HE E O TRIM LEG AS REDD, a 3' MIN. ALTERNATE v ANCHOR LOCATION Z O JON 3/8' 3'MIN. MIN. 0 V) "t I CO -JQI I I Z(n o i i i 6 Z < i. m Q qQ v 3u» MULL ON MUWON N rn Ld O TYPICAL ANCHORS TYPE 12' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY X. SEE SHEET 6 FOR ANCHOR CAPACITIES o 5 1 9 c O ^ In ��n an m O U o C w� PRODUCT REVISEDAH .I�.� ✓ ~=FJ `\\\\\11111 ��'''' 0 ..;Ayiog-th the FloridaQ.�IF°:•••••; de go[ding Co 'VGENSp 'lVJ o Acce{•.Date •���2 No 70.592 n B,, M Ey� Browing no. THESE MU SIW GLAZING PNS RODUCTS RODUCTS ONLY BE USED WITH �AAsS�®SAL JX r�lllllllllsheet 4 of�$ 2X 2x 1/8' U ALUM ANGLE FLOATING CUP TYPICAL ANCHORS no 1 PER ANGLE TYPICAL ANCHORS Z T4 SMS �P n m 2 PER CUP Q �n Z q O 2 PERANGLE f L NN a �F � 0 ----- -- - ----<r===== ----`=_____ 0 ----- 0 m MUWON MUWON O�•°a t`q� 1/2' 1/2' Q 1, a m MA1L 72-, U-1 11 /FlLI M BLOCK Mme• F90LBLOCK w TE CONCRETE 4•is N— 1°q UCTURE M STRUCTURE TRIM LEG a W Ol g E- AS REOD. O W 3' MIN. ALTERNATE ANCHOR LOCATION (n 3MIN. Z < O Jo a _ _ J I I I I 3>a n WIll o¢ 2 I I I I o f—ZU I v Z aUm � MUWON MUWON ^ } 3n Amo MUWON I I I I MULUON j I FLOATING CUP Ir----- ---�' (f Tll 2 PER CUPCAL ANCHORS w d ll u I Wo R • d=a=d 1+CONGREIE- . c m a o e n m TYPICAL ANCHORS TYPE 12'. 'C2'. 'M2' W DIRECTLY INTO HOLLOW FILLED BLOCK "^^: 11j11lIlTl�Ti DIRECTLY INTO CONCRETE ®!A�1p�i��� PRODUCT REVISED INTO METAL STRUCTURES �.� e�I� •••••. ��� i t es complying N•ilh lho Floridi ',.•'uGEN3�c•• c o Building Code t -0 'n•O �i o SEE SHEET 6 FOR ANCHOR CAPACITIES AcwPO8 mroo / 7 By Dada Product A OF <y�� drawing no. lop''.•�90 M07-04 THESE MULLIONS CAN ONLY BE USED WITH �� S SIW GLAZING PRODUCTS '���si�Qj�ll�11� `` sheet 5 of 18 J 4 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF 3 U TYPICAL ANCHORS; � WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE 111 0 WIDTH(W) MULL SPAN W2 B2 C2 M2 WIDTH (W) MULL SPAN W2 H2 C2 M2 WIDTH(W) MULL SPAN W2 B2 C2 M2 1/4" DIA. ULTRACON BY 'ELCO' (1u=177 KSI, 11=155 KSI) �Y 19-1/8" 130.0 117.7 130.0 130.0 19-1/8' 99.6 57.9 129.0 130.0 19-1/8' 64.6 37.6 83.8 98.0 W2: INTO 29Y WOOD BUCKS OR WOOD STRUCTURES Z w n 26-1/2' 130.0 85.0 130.0 130.0 26-1/2' 71.9 41.8 93.1 108.6 26-1/2' 46.7 272 60.5 70.7 1-1/2" MIN. PENETRATION INTO WOOD 0 k N o 30" 129.1 75.0 130.0 130.0 30" 63.5 36.9 822 96.1 30' 41.3 24.0 53.4 62.5 W2: THRU 113Y BUCKS INTO CONC. OR MASONRY ~f ?n 37" 104.7 60.9 130.0 130.0 37" 51.5 29.9 66.7 77.9 37" 33.5 - 43.3 50.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1%o c 42' 92.2 53.6 119.4 130.0 42" 45.4 26.4 58.7 68.7 42' 29.5 - 38.2 44.6 C d 39-3/s" 7a' 1zo' 82: DIRECTLY INTO HOLLOW/FILLED BLOCK IL PT 48' 80.7 46.9 104.4 122.1 48' 39.7 23.1 51.4 60.1 48' 25.8 - 33.4 39.1 1-1/4" MIN. EMBED INTO BLOCK I%�L 54" 71.7 41.7 92.8 108.5 54" 35.3 20.5 45.7 53.4 54' 22.9 - 29.7 34.7 C t N M, 60' 64.5 37.5 83.6 97.7 60" 31.8 - 41.1 48.1 60' 20.6 - 26.7 31.2 C2: DIRECTLY INTO CONCRETE (�Gm 66' 58.7 1 34.1 76.0 88.6 66" 28.9 - 1 37.4 43.7 66" - - 24.3 28.4 1-1/2" MIN. EMBED INTO CONCRETE a W o 72' 53.8 31.3 69.6 81.4 72" 26.5 - 34.3 40.1 72' - - 22.3 26.0 2.0 p 19-1/8' 130.0 89.2 130.0 130.0 19-1/8' 92.5 53.8 119.8 130.0 19-1/6' 58.9 34.2 76.2 89.1 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Q 0 t'1 K M2: INTO METAL STRUCTURES Q' � n 26-1/2' 110.8 64.4 130.0 130.0 26-1/2' 66.8 38.8 86.4 101.0 26-1/2' 42.5 24.7 55.0 64.3 Q w�d63 30' 97.8 56.9 126.7 130.0 30" 59.0 34.3 76.3 89.3 30' F23.5 21.8 48.6 56.8 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) g,z o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j m m a 37" 79.3 46.1 102.7 120.1 37' 47.8 27.8 61.9 72.4 37' - 39.4 . 46.1 d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q�1 F F 42" 69.9 40.6 90.5 105.8 42 42.1 24.5 54.5 63.8 42' - 34.7 40.6 50-5/8' 84' 13248' 61.2 35.6 79.2 92.6 48" 36.9 21.4 47.7 55.8 48' - 30.4 35.5 TYPICAL EDGE DISTANCE 54' 54.4 31.6 70.4 82.3 54" 32.B - 42.4 49.6 54" - 27.0 31.6 INTO CONCRETE AND MASONRY = 2-1/2" MIN.60' 48.9 28.4 63.3 74.1 60' 29.5 - 38.2 . 44.6 60" - 24.3 28.4 INTO WOOD STRUCTURE = 1" MIN. 66' VI 44.5 25.9 57.6 67.3 66' 26.8 - 34.7 40.6 66' - - 22.1 25.8 INTO METAL STRUCTURE = 3/4" MIN. Z 72' 40.8 23.7 52.8 61.7 7Z" 24.6 - 31.8 37.2 1 72" - - 20.2 23.7O J O N WOOD AT HEAD, SILL OR JAMBS SG'= 0.55 MIN. J 19-1/8" 123.3 71.7 130.0 130.0 19-1/6' 80.9 47.1 104.8 1225 19 CONCRETE AT HEAD, -1/8" 54.0 31.4 69.9 81.7 SILL OR JAMBS f'c 3000 PSI MINJ . 7) uj v 26-1/2' 89.0 51.8 115.2 130.0 26-1/2' 58.4 34.0 75.6 58.4 26-1/2' 38.9 22.6 50.4 58.9 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. M 3:Li 4* 30' 78.6 45.7 101.8 119.0 W. 51.6 30.0 66.8 78.1 30" 34.4 20.0 44.5 52.1 Ld 0 0<M 37' 63.8 37.1 82.5 96.5 37' 41.8 24.3 54.2 63.3 37' 27.9 - 36.1 42.2 m Z to 42 63" 32.7 72.7 85.0 42' 96, 36.9 21.4 47.7 55.8 42" 1�" 24.6 - 31.8 37.2Of F 48' 49.1 28.6 63.6 74.4 48' 32.3 - 41.8 48.8 48' 21.5 - 27.8 32.5 F-U U j' 54' 43.7 25.4 56.6 66.1 54' 28.7 - 37.1 43.4 54" - - 24.7 28.9 Z d U m 60' 39.3 22.9 50.9 59.5 60" 25.8 - 33.4 39.1 60' - - 22.3 26.0 } 66' 35.7 20.8 46.3 54.1 66' 23.5 - 30.4 35.5 66" - - 20.2 23.7 J 72' 32.8 - 42.4 49.6 72' 1 21.5 - 27.8 32.5 4 Q MULLION HORIZONTAL MULLION 19-1/8' 104.7 60.8 130.0 130.0 19-1/8' 71.9 41.8 93.1 108.9 MULLION ANCHORS 26-1/2' 75.5 43.9 97.8 114.3 26-1/2" 51.9 30.2 67.2 76.6 ANCHORS ARCHES TO BE MSCPoBFD O INSIDE RECTANGULAR SHAPE 30' 66.7 38.8 86.4 101.0 W. 45.9 26.7 1 59.4 1 69.4 37' 54.1 31.4 70.0 81.9 37' 37.2 21.6 1 46.1 1 56.3AZI NG p 42' 74-1/4' 47.7 27.7 61.7 72.1 42• 108' 32.8 - 42.4 49.6 ��� PRODUCT 3 s m 48' 41.7 24.2 54.0 63.1 48' 28.7 - 37.1 43.4 MUWON z o 54' 37.1 21.5 48.0 56.1 54' 25.5 - 33.0 38.6 C o GLAZING GLAZING tan ANCHOR R 60' 33.4 - 43.2 50.5 60' 22.9 - 29.7 34.7 PRODUCT PRODUCT f ETAIL�1 �MUWON a 66' 30.3 - 39.3 45.9 66' 20.8 - 27.0 31.6 ANCHORS '� m 72' 27.8 - 36.0 42.1 72' - - 24.7 28.9 GLAZING GLAZING 2�' u PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). �_W2 UwONCHORSm D2mo,d. MULLION SPAN 'S N op p C w,v L1l llllll// O ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYPICAL MULLION ARRANGEMENTS PRODUCT REVISED ` `�� �Q.....F AT HEAD, SILL OR JAMB ENDS. �eomplyingwihthePbtida '�. VOBNp •., 'o o SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. BuldingCo& c rc Wt + w2 A-emta„ceNo 1 -O 70.592 .. WIDTH (W) = ' Dae22 : (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2lofty Miam Dade Int OF ..•�!` O A (!/ drawing no. THESE MULLIONS CAN ONLY BE USED WITH i S "'•' °P'.C2�.`' M07-04 SIW GLAZING PRODUCTS 7777 ®6N R.•���� //1111 I00 sheet 6 of 181 w w 2X2X 1 8• o PLUM PNGLE FLOATING CUP t` TYPICAL ANCHORS m 1/2' 2' MIN. 2 PER ANGLE 3 m i 2•MIN. B. Z ema t• 'ANGLE �z� "\rTYPIte PER CUP �o ANCHORS Q q m o 4 SMS 2 PERT ANGLE 0 0 p m 0 -- - f/vx ------------- O o 0aoo.+ MUWON ® MUWON 0 1/2• j1/2 / WZ- N W7 ^pMAX. MAX. LL y0 FlLLfD BLOCK OLLOW/FILLED BLOCK J C5 m QE CO CR E Q W 0 E O TRIM LEG AS REOD. N 3" MIN. ALTERNATE !n \ ANCHOR LOCATION W 3/8- 3-MIN. O J[V MIN. ] JO .J '-Z� u >M i W Da � I I I I m Z!n J I = I I I I ® 1 7 UZOQ Y � 1 — Z QO Wm n c _____ o J —N .�.. a 3�� MU woN o 05 r,o F MUWON O TYPICAL ANCHORS TYPE `W4-2' y INTO 213Y WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY oar ti o Q SEE SHEET 10 FOR ANCHOR CAPACITIES -- o 7 o v o � W� PRODUCT REVISED `���`���°••�� ��i� i '� vs aunD1Ym6 with the Flodda � �;•uCENSLc•'•. q � building Code /� Aoceptmce Di 1 '0 ! QQ'�� Dae 'LU22 =zY2 = a a By Mian Dade uct OF ({/�� drawing no. THESE MULLIONS CAN ONLY BE USED WITH '�i� �•....•Un��``�� M07-04 SIW GLAZING PRODUCTS AL 1��� sheet 7 of 1 g 2 X 2 X 1/8' U 3 ALUM ANGLE a FLOATING CUP o TYPICAL ANCHORS o 1/� TYPICA 2' MIN. 2 PER ANGLE m i 2° MIN. L ANCHORS Z n MIN. '� 4 PER CUP O W o 814 SMSP HW - 2 PER ANGLE _ Q� x a 3 i ----- i ----r----- 0.fu" -- - - ------------- ----- I.. ON0 ® MUWON MUWON O 1/2" 1 2' O my� MAX • 0 OW/FILLED BLOCK OLiOW/FILLED BLOCK IW:DCONCRETE CONCRETE LL Z m0--M STRUCTURE M STRUCTURE J 00 Q W m S TRIM LEG AS REOD. 0 z 3'MIN. ALTERNATE \ ANCHOR LOCATION 3/B 3'MIN. � v MIN. OX/ J N a I I I 1 J JO ® W_ I I I ZN W /01A. <0m N U (L0 Q MUWON MULLION O TYPICAL ANCHORS TYPE 'B4-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK w LL DIRECTLY INTO CONCRETE INTO METAL STRUCTURES `o -,N F SEE SHEET 10 FOR ANCHOR CAPACITIES c 0 R rn _ o - i � u s PRODUCT REVISED (�^��;••VGENSF'•;"LJ of •1 0 -c=plyms with,r Fhti& c n Building Code '� •, Aacpm,-Nlo -0 fi]/✓)jv��l = No. 0592. _ a Date •"1Z Mi tDede f :� •((/�� dfOW10 0 .t ��` THESE MULLIONS CAN ONLY BE USED WRH '�i�cS�.' �� M07-04 SIW GLAZING PRODUCTS sheet $ of 1 J 2 X 2 X 1/b' 3 ALUM AN �I 1/2' 2' MIN. TYPICALPER ANGLE Z ro n MIN. 1l. #14 SMS O Z °'N 2 PER ANGLE O�o� m W lV Otit'nm v o -,H BOIL 8 Oaaa � ar 0 z O y I>: m Q W�LL b ti Z0— oN 0m .. QI, a�L MUWON MAX � N OLLOW/FILLED BLOCK (n a CONCRETE Z U n STRUCTURE O J J In Lj TRIM LEG W 0 Q M AS REOD. m Z N N z 6'MIN. ALTERNATE \ ANCHOR LOCATION It 2 w Uz4v¢ < Q O t 1 N atom a 3 In-I r,III N i NOIa I � I I I I � MULUON w I? o TYPICAL ANCHORS TYPE 'B4-2', 14-2'. 'M4-2' H >- DIRECTLY INTO HOLLOW/FILLED BLOCK ° ° DIRECTLY INTO CONCRETE INTO METAL STRUCTURES PRODUCT REVISED `� �,�':••••••. SEE SHEEP" 10 FOR ANCHOR CAPACITIES esc Plying with the Florida �,•'VGENSF'••, � E- a Buildigg Cade o Aooept.-Na/ "0 1 No.70592 Eap3 a Dere M Mla+a Dade oduct �•'•_ �((�� drawing Go. �! SIWESE GLAZING MULLIONS PRODUCTS 10 BE USED WITH ' �' ® ��tlu'nitNtt sheet 9 of18 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF �U 3 TYPICAL ANCHORS: WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHOR§ TYPE a WIDTH (W) MULL SPAN W4-2 B4-2 G4-21M4-2 WIDTH (W)MULL SPAN W4-2 H4-2 C4-2 M4-2 WIOTH(W) MULL SPAN W4-2 H4-2 C4-S M4-2 1/4" DIA, ULTRACON BY 'ELCO (FU-177 KSI,Fy-155 KSI) 19-1/8' 130.0 130.0 130.0 130.0 19-1/8' 130.0 90.4 130.0 130.0 19-1/8' 129.5 58.7 111.9 130.0 W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z n 26-1/2' 130.0 130.0 130.0 130.0 26-1/2" 130.0 65.2 124.3 130.0 26-1/2' 93.5 42.4 80.8 130.0 1-1/2" MIN. PENETRATION INTO WOOD 0 k q 9 o 30" 130.0 117.1 130.0 130.0 30' 127.0 57.6 109,8 130.0 30" 82.6 37.4 71.4 125.0 W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY a S x 37" 130.0 94.9 130.0 130.0 37" 103.0 46.7 89.0 130.0 37' 66.9 30.4 57.9 101.3 a 4 6 2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q'0 0`o 42' 130.0 83.6 130.0 130.0 42' 90.7 41.1 78.4 130.0 42' 59.0 26.7 51.0 89.3 0 w 36-3/8' 78' tzo' 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK IL 48' 130.0 73.2 130.0 130.0 48' 79.4 36.0 68.6 120.2 q8' 51.6 23.4 44.6 78.1 fY LL 54' 130.0 65.0 124.0 730.0 54' 70.6 32.0 61.0 1-1/4" MIN. EMBED INTO BLOCK ca 106.8 54' 45.9 20.8 39.6 69.4 0 U"o m 60' 129.1 58.5 111,6 130.0 60" 63.5 28.8 54.9 96.1 60' 41.3 - 35.7 62.5 C4-2: DIRECTLY INTO CONCRETE 66" 117.3 53.2 101.4 130.0 66" 57.7 26.2 49.9 87.4 6fi' 37.5 - 32.4 56.8 1-1/2" MIN. EMBED INTO CONCRETE Q' g 72' 107.6 48.8 93.0 130.0 72' 529 24.0 45.7 80.1 ' 72' 34.4 - 29.7 52.1 aao 19-1/8' 130.0 130.0 130.0. 130.0 19-1/8" 130.0 83.9 130.0 130.0 19-1/8' 117.7 53.4 101.8 130.0 1/4" DIA. TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) 0 0 M4-2: INTO METAL STRUCTURES z tj z O ^ 26-1/2' 130.0 100.5 130.0 130.0 26-1/2' 130.0 60.5 115.4 130.0 26-1/2' 85.0 38.5 73.4 128.6 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) y,i U) o 30" 130.0 58.7 130.0 130.0 30' 117.9 53.5 101.9 130.0 30" 75.1 34.0 64.9 113.6 C 0 ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) ,�a m 37" 130.0 72.0 130.0 130.0 37' 95.6 43.4 82.7 130.0 1. 60.9 27.6 52.6 92.1 W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 42" 130.0 63.4 120.8 130.0 42' 84.2 38.2 72.8 127.5 42' 53.6 24.3 46.3 81.7 50-5/8" 84' 132' 0 48' 122.3 55.5 105.7 130.0 48' 73.7 33.4 63.7 111.6 48' 46.9 21.3 40.5 71.0 TYPICAL EDGE DISTANCE 54" 108.7 49.3 94.0 130.0 54" 65.5 29.7 56.6 99.2 54' 41.7 - 36.0 63.1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ;n 60' 97.8 44.4 84.6 130.0 60" 59.0 26.7 51.0 89.3 60" 37.5 - 32.4 56.8 INTO WOOD STRUCTURE = 1" MIN. a 66" 89.0 40.3 76.9 130.0 66° 53.6 24.3 46.3 61.1 66' 34.7 - 29.5 51.6 INTO METAL STRUCTURE a 3/4" MIN. z �j 72" 81.5 37.0 70.5 123.4 72" 49.1 22.3 42.5 74.4 72" 31.3 - 27.0 47.3 J p N 1 ANCHORS CL TO CL DISTANCE = 2" MIN. 19-1/8' 130.0 111.9 130.0 130.0 19-1/8' 130.0 73.4 130.0 130.0 19-1/8" 107.9 46.9 93.3 130.0 J �u7 G 26-1/2' 130.0 80.7 130.0 130.0 26-1/2' 116.8 53.0 101.0 130.0 26-1/2' 77.9 35,3 67.3 117.9 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 2 CONCRETE AT HEAD, SILL OR JAMBS f�c = 3000 PSI MIN. OLd >I'I'11 30' 130.0 71.3 130.0 130.0 30' 103.2 46.8 89.2 ,130.0 30' 68.8 31.2 59.5 104.1 W 0 Q = 37' 127.5 57.8 110.2 130.0 37° 63.7 37.9 72.3 126.6 37' 55.6 25.3 48.2 64.4 C-90 HOLLOW/FlLLED NORMAL WEIGHT BLOCK AT JAMBS fpm 2000 PSI MIN. m _Z y 42' 112.3 50.9 97.1 130.0 42 73.7 33.4 63.7 111.6 42' 49.1 223 42.5 74.4 F- 5 W m Of 48" 63' 98.3 44.6 85.0 130.0 48" 96' 64.5 29.3 55.8 97.6 48' 144' 43.0 - 37.2 65.1 FH UV¢ 54' 87.4 39.6 75.5 130.0 54" 57.3 26.0 49.6 56.8 54' 38.2 - 33.0 57.9 Z Q p Wm n OZ 60' 78.5 35,7 66.0 119.0 60" 51.6 23.4 44.6 78.1 60" 34.4 - 29.7 52.1 U 66' 71.5 32.4 61.8 108.2 66' 46.9 21.3 40.5 71.0 66" 31.3 - 27.0 47.3 !n r n 72° 1 65.5 29.7 56.6 99.2 72" 43.0 - 37.2 65.1 Q 3 LO MULLION -HORIZONTAL MUWON ^ 19-1/8" 130.0 94.9 130.0 130.0 19-1/8' 130.0 65.3 124.4 130.0 MUWON ANCHORS Cn O 26-1/2' 130.0 68.5 130.0 130.0 26-1/2' 103.8 47.1 89.8 730.0 ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 30' 60.5 115.3 130.0 30' 91.7 41.6 79.3 130.0 37' 108.2 49.1 93.5 130.0 37' 74.4 33.7 64.3 112.6 GLAZING - U 42" 95.3 432 824 130.0 42' 65.5 29.7 56.6 99.2 PRODUCT 3 74-1/4" 108' MULLION N o Fi o 48' 83.4 37.8 72.1 126.2 48' 57.3 26.0 49.6 86.8 MULLION Z � 54' 74.1 33.6 64.1 112.2 54' 51.0 23.1 44.0 77.1 a c 0 q GLAZING GLAZING In ANCHOR 0 4 B 15 60" 66.7 30.3 57.7 101.0 60" 45.9 20.8 39.6 69.4 PRODUCT PRODUCT f ETAIL Ml MULLION 3 u1 66' 60.7 27.5 524 91.8 fib' 41.7 - 36.0 63.1 ANCHORS z 3 a 72' 55.6 25.2 48.1 84.1 72' 38.2 - 33.0 1, GLAZING CLA7JNG PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). \..WO. M - m � ANCHORS2 cdm 0 0 0 h W7 W2 MUWON SPAN i 0 v c NOT ANYEANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYPICAL MULLION ARRANGEMENTS AT HEAD, SILL OR JAMB ENDS. PRODUCE REVISED � '•;VCENstc';® � ,° SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. ascomp174ngw0 ticFlmsdn Building Code 17 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = W7 + W2 A-pcw-;Z '0 17• Q : No 70592 2 222 -trtz `a 3 Pdimn' dr uce lOF drawing no. THESE MULLIONS CAN ONLY BE USED ` M07-04 SW GLAZING PRODUCTS 77j7/1LI 1I1`` sheet 10 of 1$ I 2X2% 1m m U \Y of PLUM ANGLE TYPICAL ANGLE ; FLOATING CUP 3 N H o�i z 1/2" 3' MIN. o MIN. TYP. ¢ No 0o z 3' MIN. No Z . 3 814 SMS TP TYPICAL ANCHORS Q E Z N n 2 PFR ANGLE 4 PER CUP O - - got ----- m -- - --------------------- 0 N MUWON MUWON {L iZ rA 0to j L HOLLOW/FIUFD BLOCK 1/2" HOLLOW/FILLED BLOCK Q W 01 f MAX. CON REfE MAX. CONCR O N N Z (j O JN N -i J o J at 111 to y 3 5/8"MIN. 3" IN. a w n W aaQM \z ___________ _____ mZ In� xx 1 :D UZv < doom M r vi zz I J �� I �� I I I Q 3� Oni O F I I 1 1 O - I I I I v v I o vi n------------ _ _ r MUWON MUWON U TYPICAL ANCHORS TYPE `W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ooNn�� THRU 1BY BUCKS INTO CONC. OR MASONRY _ �u o SEE SHEET 14 FOR ANCHOR CAPACITIES c W 4 \\\\1111111 r1/// O PRODUCTREVISE� �. ...........� sumplyiog wiW Un Ptadda : )P,.• CENSF"•:°V��i � '� a Building Cade i c .4ecepmnm � 'd -0 No. 0592Ely "1 �• a"' ml Dade ucl �• ��' O A F (y Browing no. o ' M07-04 THESE MUWONS CAN ONLY BE USED WITH ���� SIW GLAZING PRODUCTS \\ sheet 11 of 18 3 2 ALU X , U AW ' M ANGLE TYPICAL ANCHORS 1/� 3'MIN. 2 PER ANGLE FLOATING CLIP m Z m n i N m z 1- q 2 PER ANGLE n z 3N. TYPICAL ANCHORS 0 2 - 6 PER CLIP m a '3 SMS ----- ------ IL O� -- - --------------------- ----- i (1/ _____ 0$N h LL � f m \ /y _____________________ _____L--...__ v-.0 O p o o ti 4-0 0 E ONmbm1 MUWON MULLION Q�?� a 1/2' � �'z o g sZ�mg MAX 0 0 FILLED BLOCK O "/FILLED BLOCK a W m f CONCRETE CONCRETE O M STRUCTURE STRUCTURE N m N i Z U n O JN N J O 3'MIN. 3/8' V;�^`�.mm.. MIN. .2 3:tw M \z ___-_-_____ _____ w O¢M 0 mIztn H � I I 3W N I K= FUU W I I Z L0m N U "> I e•7 I I - 1 Q 3 n W LT c)a I - w w H MULLION MUWON °R B 4'. TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK c m DIRECTLY INTO CONCRETE ° R^m i) m 0�c SEE SHEET 14 FOR ANCHOR CAPACITIES 0 PRODUCT REVISED )�:••VOF1d5F �i c •F o w complying with the Florida b Building Code = n Ameptmw No 1?-07! -02 ��Dffie 2D2-2 $ ' az CaOJt Q. •���� drowlo M07-04 THESE MULLIONS CAN ONLY BE USED WITH •• ����� SIW GLAZING PRODUCTS 2 X 2 X 1/B" it... V a ALUM ANGLE tY o n t/2' 23"MII,1, TYPICALP ANCHORS 2 PER ANGLE Z MIN. •—....IYP. 0 #14 SMS (" 2 PER ANCLE� _ own ------------ -- o CL NV (ot�� � 0 pQ 00N2 R w z d6im2R N N a 0 MUWOON . / OLLOW//hlLLED BLACK W 0< CONCRD] STRUCTURE O Z N F 3:to 'L CL V m N 3:to to .yN ------ I z 2E, M 1 N I a1 4 0 1 I I a o a m :y MULL ON PRODDCTREVIS60 tm"MPIY1ag with the Fkaida V SF o Ekdidb�g t=ack TYPICAL ANCHORS TYPE 'B4-3' ,C4--3' wl�NO I 2� NO DfRECTLY INTO HOLLOW/FILLED BLOCK gy %`a DIRECTLY INTO CONCRETE rami c ���., � drawing na. SEE SHEET 14 FOR ANCHOR CAPACITIES THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS �AANI��1 111, sheet 13 of 18 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U 3 TYPICAL ANCHORS: N WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W)MULL SPAN W4-3 B4-3 C4-3 WIDTH (W)MULL SPAN W4-3 B4-3 C4-3 WIDTH(W) MULL SPAN W4-3 B4-3 C4-3 1/4" DIA, ULTRACON BY 'ELCO (Fu=177 KSI,Fy=155 KSI) o 19-1/8' 130.0 130.0 130.0 19-1/e" 130.0 115.e 1 130.0 19-1/8" 129.5 75.3 130.0 W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z m 26-1/2" 130.0 130.0 130.0 26-1/2' 130.0 83.6 130.0 26-1/2" 93.5 54.3 121.0 1-1/2'• MIN. PENETRATION INTO WOOD Q a o 30' 130.0 130.0 130.0 30' 127.0 73.8 130.0 30" 62.6 48.0 106.9I--W >d W4-3: THRU 1 BY BUCKS INTO CONI. OR MASONRY 37" 130.0 121.7 130.0 37' 103.0 59.9 130.0 37' 66.9 38.9 86.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �IL 42' 130.0 107.2 130.0 42' 90.7 52.7 1175 42' 59.0 34.3 76.3 Q 3a-3/s' 76' 1zo' B4-3: DIRECTLY INTO HOLLOW/FILLED BLOCK d a 48' 130.0 93.8 130.0 48' 79,4 46.2 102.8 48' 51,6 30.0 66.8 1-1/4" MIN. EMBED INTO BLOCK 54" 130.0 1 83.4 130.0 54' 70.6 41.0 91.4 54' 45.9 26.7 59.4 n y m 60' 129.1 75.0 130.0 60' 63.5 36.9 82.2 W. 41.3 24.0 53.4 C4-3: DIRECTLY INTO CONCRETE VT O 66' 117.3 68.2 130.0 66' 57.7 33.6 74.7 66" 37.5 21.8 48.6 1-1/2" MIN. EMBED INTO CONCRETE Q' 72' 107.6 62.5 130.0 72' 52.9 30.8 68.5 72" 34.4 20.0 44.5 O D'0 19-1/8' 130.0 130.0 130.0 19-1/8' 130.0 107.6 130.0 19-1/8' 117.7 68.4 130.0 TYPICAL EDGE DISTANCE MIN. ^ 26-1/2" 130.0 128.8 130.0 26-1/2' 130.0 77.6 130.0 26-1/2' 85.0 49.4 110.0 INTO CONCRETE AND MASONRY = 2-1/2" �u• 30" INTO WOOD STRUCTURE = 1" MIN. 130.0 113.8 130.0 30" 117.9 68.6 130.0 30' 75.1 43.6 97.2 37' 130.0 92.3 130.0 37' 95.6 55.6 123.8 37' 60.9 35.4 78.8 ANCHORS CL TO CL DISTANCE = 3" MIN. Q w Ms 42' 130.0 81.3 130.0 42' 84.2 49.0 109.1 42' 53.6 31.2 69.4 sa-s/e' ea' 132' W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. Z.O ae' 122.3 71.1 130.0 48" 73.7 42.9 95.4 a6' 46.9 27.3 60.7 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 54' 108.7 63.2 130.0 54" 65.5 38.1 64.8 54' 41.7 24.2 54.0 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm = 2000 PSI MIN. m 60' 97.8 1 56.9 126.7 60" 59.0 34.3 76.3 60' 375 21.8 48.6 N m 66" 89.0 1 51.7 1152 66' 53.6 31.2 69.4 66" 34.1 - 44.2 Z (j O ° 72' 81.5 1 47.4 . 105.6 72' 49.1 28.6 63.6 72' 1 313 JN- 40.5 J J O I 19-1/8" 130.0 130.0 130.0 19-1/8' 130.0 94.1 130.0 19-1/8' 107.9 62.7 130.0 J a v 26-1/2' 130.0. 103.5 130.0 26-1/2" 116.8 67.9 130.0 26-1/2" 77.9 45.3 100.8 ?i taint 30' 130.0 91.4 130.0 30' 103.2 60.0 130.0 30' 68.8 40.0 89.1 W 0 Q M 37' 127.5 74.1 130.0 37• 83.7 48.6 108.3 37• 55.8 32.4 72.2 m Z U 7En 42" 83, 112.3 65.3 130.0 42" 96" 73.7 42.9 95.4 42' 144" 49.1 28.6 63.6 F• LLI of 48" 96.3 57.1 127.2 48' 64.5 37.5 83.5 48' 43.0 25.0 55.7 U Z U 54" 87.4 50.8 113.1 54' 57.3 33.3 74.2 54" 38.2 22.2 49.5 Q O iv MULLION HORIZONTAL MULLION z d U m 60' 78.6 45.7 101.8 60' 51.6 30.0 66.8 60" 34.4 20.0 44.5 MUWON ANCHORS 2 � r^- ANCHORS v 66" 71.5 41.6 92.5 56' 46.9 27.3 60.7 66' 31.3 - 40.5 ARCHES TO BE INSCRIBED J N m NPE 72" 65.5 38.1 INSIDE RECTANGULAR 9l 84.8 72' 43.0 25.0 55.7 Q 0 J 19-1/8" 130.0 121.7 130.0 19-1/8" 130.0 B3.7 130.0 %'GLALNG 26-1/2' 130.0 87.8 130.0 26-1/2' 103.8 60.4 130.0 VERTICAL PRODUCT 3 O 30' 130.0 77.6 130.0 30" 91.7 53.3 118.8 MULLION 37" 108.2 62.9 130.0: 37' 74.4 43.2 96.3 3 Z a 42' 74-1/4' 95.3 55.4 123.4 42' 108' 65'5 38.1 84.8 GLAZING GLAZING ��L�1 1 PRODUCT PRODUCT `MULLION �•+ L'72' 83.4 48.5 108.0 48' 57.3 33.3 74.2 ANCHORS 741 43.1 96.0 54" 51.0 29.6 66.0 GLAZING GLAZING 0ePRODUCT PRODUCT66.7 38.8 86.4 60" 45.9 26.7 59.460.7 35.3 78.5 66' 41.7 24.2 54.0ANCHORS 55.6 323 72.0 72' 38.2 22.2 49.5 W7 W2 MULLK)N SPAT ALL LOADS ARE EXT.(+)/INT.(-). ° TYPICAL MULLION ARRANGEMENTS H°�o o 9 >- - m O e c W 111111! O NOTE: WIDTH (W) ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. ffimmidriRgwith1lmFlorida c g Guiidi g Code �+ AocepLarta Ido 17-017.192T - •. , (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) n s ;!�D� 0 No' F '�` draWiO� p.;• e THESE MULLIONS CAN ONLY BE USED WITH i S �L�,y��� M07-04 SIW GLAZING PRODUCTS '77j�i�!�I �111`��` sheet 14 of 18 - - J 2%2X 1/8' U 3 ALUM ANGLE FLOATING CUP o 3/8' 2 1/2'MIN. TYPICAL 3 PER ANGLE MIN. TYP. \i 2 1/2'MIN. TYPICAL ANCHORS C u Z it 4 SMS n TYP. 6 PER CLIP q P 3 PER ANGLE F f IRS 7, -----r----- a '� _____________________ M ff LL Z � 3 - - --------------------- ----�L===== arc 8 E — OoHI ® MULLION MUWON Moo'w I 6 1/2' 1/2' j Z m E In MAK. /- - MA%. �/.NlIfE a w A Evu TRIM LEG METAL STRUCTURE METAL STRUCTURE 0 AS REOD. Jyizz N d W V) I Z < O JN N J JO I 3/8' 3' IN. _j � n MIN. I — W C3 mI 2J I I Z to P 3w .- UZ6 Z a0m c �(A N 3Lo Arno O I I I I I I I I I ®+ il I ®+ I - ----- w E Am MUWON] 4 TYPICAL ANCHORS TYPE 'C6'. 'M6' w g DIRECTLY INTO CONCRETE ° _`_.R INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES zi d^ o ` 0 u C �.,._ '�ii G�.t•i� `tt1t111 11111//�� O :rtzoDucrRl:visnD � ��p,9•�h" '•, � - Yscomplying with tix Florida VCENSF ;W Building !7.071' .02 022 Na 0692 m Dan 'c - o N1ituau uc �� '•,Ry OF �•�� drawing no. C� THESE MULLIONS CAN ONLY BE USED WITH 'i,� S+ " �� � SIW GLAZING PRODUCTS �,1j11I tttt\� sheet 15 of 18 � u o� + N Z 1n O o m m �r� oA 0 x y m N rn I I I+I vii rz= �X Fn I I W A I c A m �x m �m FT i 0. c CZi F 9 o A Z 0 0 c y Z N O m c In m 0 E 3� Y67S b � a o 5'y 'q -�•:pr irrrrnnl)TTT s a En16: 10-a1-m revisions: ALUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION T a n0 O B WW2O17F� ENGINEERS h PRODUCT DEVELOPMENT E et01e:3�g• 1• C 12.06.11 THIS SHEEP IW IMPACT WINDOWS. LLC.. 93605 UNSET DRIVE,SUITE 220 D 0.5.50.16 1{iHC rn V 975 S. CONGRESS AVE. #102 =. FLORIDA33173 (CA.N. 3638) Fr-'b TARIq E 0215.16 SHEEP TEL(306)2648100 FAX(306)262-6978 O DELRAY BEACH, FL 33445 ehk.py, F 05.16.17 17 FB TEL (561) 274-9382 FAX. (561) 274-9262 � MULLION M07-04SIW l 0 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WOW DIMS. CHORS TYP WINDOW DIMS. CHORS TYP WINDOW DIMS. CHORS TYP TYPICAL ANCHORS: IND WIDTH (W)MULL SPAN CB MB WIDTH (1'/)MULL SPAN CB M6 WIDTH (W)MULL SPAN C8 M6 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) o 130.0 130.0 19-1/8" 130.0 130.0 19-1/8" 130.0 130.0 C6: DIRECTLY INTO CONCRETE Z �,n i 26-1/2' 130.0 130.0 26-1/2" 130.0 130.0 26-1/2' 130.0 130.0 1-1/2" MIN. EMBED INTO CONCRETE 30' 130.0 130.0 30" 130.0 130.0 30' 130.0 130.0 F to a j 37" 130.0 130.0 37' 130.0 130.0 37' 108.6 130.0 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) g K li li 6 s 42' 130.0 130.0 a2' 130.0 130.0 42' 95.7 130.0 M6: INTO METAL STRUCTURES 0-t 0 38-3/8" 78' 120' 48" 130.0 130.0 48" 128.6 130.0 48" 83.7 117.2 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Q.c 0 54" 130.0 130.0 s4• 114.5 130.0 54" 74.4 1G4.1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 60' 130.0 130.0 60• 103.0 130.0 so• 67.a s3.7 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 c'mM 66" 130.0 130.0 66" 93.7 130.0 66' 60.9 85.2 TYPICAL EDGE DISTANCE 0°. $ 72" 130.0 130.0 72• 85.8 120.2 72' Ss.B 78.7 p O O E d INTO CONCRETE = 2-1/2" MIN. 0��� °2 19-1/8" N130.0 j130.0 19-1/8' 130.0 130.0 19-1/8" 130.0 130.0 INTO METAL STRUCTURE = 3/4" MIN. 1nc26-1/2' 26-1/2' 130.0 130.0 26-1/2' 130.0 130.0 Q j TLANCHORS CL TO CL DISTANCE 2-1 2 MIN. LL i _30' 30" 130.0 130.0 30' 121.7 130.0 / " p 2 37" 37" 130.0 130.0 37" 98.7 130.0 CONCRETE AT HEAD, SILL OR JAMBS Pc =3000 PSI MIN. w42' 1. 130.0 130.0 42' 87.0 121.7 50-5/8' 84' 132'48' 119.6 130.0 48' � 76.1 106.5 54' . 130.0 54" 106.3 130.0 54" 67.6 94.7 m 60' 13D.0 130.0 60' 95.7• 130.0 60' 60.9 85.2 !n m 66' 130.0 131.0 66" 87.0 121.7 66' 55.3 77.5 Z (,j N 72' 130.0 130.0 72" 79.7 111.6 72" 50.7 71.0 J J O 19-1/8" 130.0 130.0 19-1/8" 130.0 130.0 19-1/8" 130.0 130.0 -j 26-1/2" 130.0 130.0 26-1/2' 130.0 130.0 26-1/2' 126.3 130.0 TiwM 30' 130.0 130.0 30' 130.0 130.0 30" 111.6 130.0 w O E M MULLION -HORIZONTAL MULLION 37' 130.0 130.0 37' 130.0 130.0 37' 90.5 126.6 MULLION ANCHORS 07 Z tn-j 42' 130.0 130.0 42" 119.6 130.0 42' 79.7 111.6 ANCHORS ARCHES TO BE INSCRIBED F- �W tL m 63' 96" 144' INSIDE RECTANGULAR SHAPE 0=2 48' 130.0 130.0 48" 104.6 130.0 48' 69.8 97.6 j U Z U a 54" 130.0 130.0 54" 93.0 130.0 5$ 62.0 86.8 GLAZING Z Q U m 60" 12 130.0 60' 83.7 117.2 60' 55.8 78.1 VERTICAL ' PRODUCT 3 - a- 7.5 .� 66" 115.9. 130.0 fib' 76.1 106.5 fib" 50.7 71.0 MULLION Z -1 to u v 72' 106.3 130.0 72' 69.8 97.6 �a 7P...D Q 3 r w 19-1/8' 130.0 130.0 19-1/8• 130.0 130.0 GLAZING GLAZING 0 N OI O PRODUCT PRODUCT MULLION26-1/2' 130.0 130.0 26-1/2' 130.0 130.0 ANCHORS 30' 130.0 130.0 30" 130.0 130.0 GLAZING PRODUCT 37" 130.0 130.0 37" 120.6 130.0 42' MULLION 74-1 4" 130.0 130.0 42 106.3 130,0 L ANCHORS 48' / 130.0 130.0 48' 108' 93.0 130.0 SII E 54' 120.2 130.0 54" 82.7 115.7 W2 MULLION SPAN 2 o o 60' "2126.2 60" 74.4 104.1 P.3Y 66' 66" 67.6 94.7 v o n $ 72" 72• 62.0 86.8 TYPICAL MULLION ARRANGEMENTS ALL LOADS ARE EXT.(+)/INT.(-). W1 +W2 0 o mo ,.,� WIDTH (W) = 2 a U C NOTE: �'' <'•if````111®1 ////// ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS PRODUCT REVISP.D AT HEAD, SILL OR JAMB ENDS. "`-ply"Lyw h1h`F>orid' SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. Du g e 1?• 7 V SF o Ac t-140 071 0 d (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) a',Dae 14 No.BY T m a $ Miami drawing no. THESE MULLIONS CAN ONLY HE USEDRH ��i �+" R, .•�G�`�� M07-04 SIW GLAZING PRODUCTS /////t111I�i 1111`` sheet 17 of 18 I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF U WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH(W) MULL SPAN M2A M3A WIDTH(W)IMULL SPAN MPA M3A WIDTH(W)MULL SPAN M2A M3A 14 S.M.S. o 19-1/B' 130.0 130.0 19-1/8" 130.0 130.0 19-1/8• 98.0 130.0 SEE CIHART�'M7A TUBE MUWON Z 26-1/2' 130.0 130.0 26-1/2' 108.8 130.0 26-1/2' 70.7 106.1 --- Q k 7 30" 130.0 130.0 30• 96.1 130.0 30' 62.5 93.7 n h E Z j 37" 130.0 130.0 37' 77.9 116.9 37' 50.7 76.0 ------- ----- a e 6 42" 130.0 130.0 42" 68.7 103.0 42" 44.6 66.9 lV 38-3/8" 78' 120' ------- -------- d W 48' 122.1 130.0 48' 60.1 90.1 48• 39.1 58.6 L O F 54• 108.5 130.0 54° 53.4 80.1 54" 34.7 52.1 QN r 60" 97.7 130.0 60' 48.1 72.1 60' 31.2 46.9 /14 F.H.S.M.S. I I Q G La 66" 88.8 130.0 66' 43.7 65.5 66• 28.4 42.6 2/SIDE 1 Ir It M o I I /B' Q a 72' 81.4 122.1 72' 40.1 60.1 72' 26.0 39.1 1THICK ALUM CHANNEL IL OLENGTH TO FR SNUG Q c3 19-1/8• 130.0 130.0 19-1/8' 130.0 130.0 19-1/8' 89.1 130.0 I I INTO MULUON y y O w 26-1/2" 130.0 130.0 26-1/2• 101.0 130.0 26-1/2" 64.3 96.5 1 I I Q O 6 I I TUBE MULUON I�i 0,o 30" 130.0 130.0. 30° 89.3 130.0 30" 56.8 85.2 I t E02 37' 120.1 130.0 37' 72.4 108.6 37' 46.1 69.1 I I c i m g Q W!n� V- 42' 105.8 130.0 42• 63.8 95.6 42' 40.6 60.9 50-5/8° 84' 132° TUBES MAY BE NOTCHED O 48' 92.6 130.0 48' 55.8 83.7 48' 35.5 53.3 AS SHOWN TO ALLOW INSTALLATION 54' 82.3 123.4 54" 49.6 74.4 54' 31.6 47.3 OF CLIP ANGLE ry CAVLK JOINT AFTER ASSEMBLY r 60• 74.1 111.1 60• 44.6 66.9 60• 26.4 42.6 #14 FH SMS a 2 PER CUP SEE CHART'M2A' O 1 66' 67.3 101.0 66" 40.6 60.9 66' 25.8 38.7 Z 3 PER CUP SEE CHART'MM O J cY n 72' 61.7 92.6 7t 37.2 55.8 72' 23.7 35.5 ACCESS HOLE 1-1/2'OC. MIN. _ J JO 19-1/8' 130.0 130.0 19-1/8' 122.5 130.0 19-1/8' 81.7 122.5 4k� y 26-1/2" 130.0 130.0 26-1/2" 80.4 130.0 26-1/2' 58.9 88.4 3 tJ n ----- -- - ----- ----- 30' 119.0 130.0 30' 78.1 117.2 30' 52.1 78.1 LI Op Q M LL 37' 96.5 130.0 37' 63.3 95.0 37" 42.2 63.3 I m Z_NLL-t 42' 85.0 127.5 42' 55.8 83.7 42' 37.2 55.8 OOf m 63' 96' 144' 0==m 48' 74.4 111.6 48' 48.8 73.2 48' 32S 48.8 ______ _____ ______ _____ ? �Z¢U¢ c 54' 66.1 992 54' 43.4 65.1 54' 28.9 43.4 - -'1 - -� Q O t+1 N I Z EL 60' 59.5 89.3 60' 39.1 58.6 60' 26.0 39.1 I I } 66' 54.1 81.1 66' 35.5 53.3 66' 23.7 35.5 THIS SCREW CAN BE I I J INSTALLED IN FTf1fER I I $14 FH SMS I 1 .¢ 3 to J 72' 49.6 74.4 72' 32.5 48.8 I r`w DIRECTION 2 PER CUp I p d 19-1/8' 130.0 130.0 19-1/8' 108.9 130.0 1"O.C. MIN. I 26-1/2• 114.3 130.0 26-1/2" 78.6 117.9 I I 1 30• 101.0 130.0 W. 69.4 104.1 37° 81.9 122.8 37' 56.3 84.4 42° 72.1 108.2 42' 49.6 74.4 1-3/4•%2•X 1/8'(FOR 213Y TUBE) �' E 74-1/4' 108' 3/4"X 2•X 1/8"FOR(16Y TUBE) e 48• 63.1 94.7 48' 43.4 65.1 ALUM ANGLE 54" 56.1 84.1 54' 38.6 57.9 CUT TO FIT SNUG INSIDE TUBE 60' so.5 75.7 60• 34.7 52.1 66' 45.9 68.8 66' 31.6 47.3 72' az.1 63.1 72" 28.9 43.4 ANCHOR DETAIL #1 n__z METAL TO METAL CONNECTION a v= 0 00 m a n C� 1111111p11�1�/1 O PI20DUCT R1iVI5t'D �� � I !;v7 is eumdYin$with BK FLM71da i ! •� Building Code .f f r� 'j •u A=pt--No{!' .I1I.02 _ d n 'tatti n Date 22 No. a WTI Miter' ProdueLCartrol •' O ATE F A-, drawing no. OR THESE MUWONS CAN ONLY BE USED WM07-04 SM GLAZING PRODUCTS /////O�I 1 11 111 sheet 18 of 18 J MIAMISADE MIAMI—DADS COUNTY W_M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Pwom 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidade.tov/econemy CGI Windows and i5�007rslnc. 10100 NW 25 Street Miami,FL 33172, SCOPE: This NOA is being issued under the applicable rates 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 AID 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 Velociry Hurricane Zone. DESCRIPTION: Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No.WIO-31 Rey M,titled Series"Sentinel 150 Alum Sliding Glass Door (L.M.L)". sheets I through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E., 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 7UTING: Large and Small Missile Impact Resistant 'I 14ELING: Each unit shall bear a permanent label with the manufhcturer'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 No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above.. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-1011.18 Expiration Date: September 22,2020 '0 Approval Date: November 22 2017 Page 1 Y 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. 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 SOD w/ Pockets & 135° and 90° corners,prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite"PVB interlayer, Duraseal(D and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P. E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal(I and Super Spacer(&insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Jorge M.Plasencia,P.L P oduet Control Unit Supervisor NOA No. 17-1011.18 F,xpiratiora Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04116115,signed and sealed by Ramesh Patel,P. E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test per FBC 24113.2.1, 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-1.1 dated May 22&23, 2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14-0627.15) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) 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 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.IITL--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.,Test Report No. ATI-00733.03450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (Submitted under previous NOA #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5111 Edition (2014), prepared by AI—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09, roe Plasencia,P.E. et Control ogntrol Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Sentry Glas@(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18, 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer wl PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 0.5/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "ButaciteO PVD Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51" Edition (2014), and of no financial interest, dated 02/24/16, signed and seated by Javad Ahmad,P. E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS I. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20, 2. Test proposal for the qualification of Butacitee PVB glass interlayer by Kuraray America, Inc., as well as Duraseal& and Super SpacerO Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor,Product Control Section. 3. Test proposal# 14-0198, approved on 02126/2014, 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 # I I-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal 9 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010,approved by BCCO. (Submitted under previous NOA#14-0627-15) )"Jorge M.Plasencia,P.E. Pro,fuct control Unit Supervisor NOA No.17-1011.18 Expiration Date, September 22,2020 Approval Date: November 22,2017 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 2. NEW EVIDENCE SUENUTTED A. DRAWINGS 1. Drawing No. WI031 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad,P. E. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERL&L CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated 09/07/17,expiring on 12/11/18, 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company(MA) "Saflex Clear and Color Glass Interlayers",dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc, for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayer" dated 01/19/17, expiring 07/08/19. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014) and FBC 61h Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. This NOA revises NOA#15-0619.06, expiring on 09/222/2020. Alr—ge M.Plasencia,P.E. Prodtfbt Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-4 0 Z 0 P Ogg 0 Egg 0 0NO min 0#3 to 21 3 tLxW ul 0 0 0 0 w O'i C4 0 0 % THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Ed -a SHUTTERS ARE NOT REQUIRED. in cto SERIES SENTINEL 16() ALMUNUM SUDI'JG GLASS 1) DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EDRESS REQUIREMENTS PER FBG TO BE REVIEWED c BY BUILDING OFFICIAL THIS PRODUCT PAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 201+(STH EDMON)/2017 (STIJ EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(W). 113Y OR 2BY WOOD BUCKS&13UCK FASTENERS By OTHERS, MUST BE Zi DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LCADSLA GIASS AND ;i TO THE BUILDING STRUCTURE TED ANCHORS SHALL BE CORROSION Re;WANT, SPACED AS SHOWN ON DETAILS INSTRUC11ONS: LAMINATED INSUIATING "L's. 0 9. •LALL MISSILE AND INSTALLED PER MANUFS INSTRUCTION& SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. IMPACT MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP I OhMWINE DESIGN WIND LOAD REQUIREMENT RASED 2 ON WIND VELOCITY.BLOC.HEIGHT.WIND ZONE 7,NON-MEIAUJC AND NON-COMPRESSIBLE. LMNC APPLICABLE ASCE 7 SIANDARD. ALL SHINS TO BE HIGH IMPAC ........ M, ERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT DETERMINE DOOR CAPACITY FROM TABLES ON SHIFT 13 PRODUCT REVISED AT- STEP COME INTO CONTACT WITH OTHER DISSIMILAR MATE14ALS$MALL MEET THE FOR IliE GLASS TYPE AND RUNFORCHIG TO WE as compleng with the Florida ode -a j 8-1ding REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. NOA-M- 17-1011.18 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP USING cKARTS ON sHL-r Is SaECT ANCHOR OPTION Jj IXTH DESIGN RATING MORE THAN DESIGN LW SPECIFIED FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY IN STEP I ABOVE Explrati..Date 09M2/2020 EOF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR . ORIOI�.-' w 10-31 WATER INFILTRATION RESISTANCE ETC. STEP THE LOWEST VALDE RESULTING FROM STEPS 2 AND 3 By •.. CONDITONS NOT SHOWN IN THIS DRAWING'ARE TO BE ANALYZED SEPARATELY, SHALL APPLY TO ENTIRE SYSTEM. Mlgii�!�Product Contral Y' ---- AND TO BE REVIEWED BY BUILDING OFFICIAL !ONAL sheet, 1 of 28 i 4 S.MAX. !a" ia' td' t8" 16" !0' 16' w JAMB AX. MAX. MAX, MAX. MAX. MAX: MAX. ? CORNERS m 120"MAX, DOOR PRAMS HEEGMT 11B 13/18" .v PAN1IGHT 3 0/8" do Oj16' oZ� 3 5/5' MIN. O,G OPC. FX MIN. N N Z F.- i ��._..— i _- I II II ------- tt % I f W a E7 � Ailn YY �^ F ix 1T 11 ro sntn40" HANDLE r 41 A CL a i3 C- 0 0 g rn Q m ffQ�F-- > n�y „ a my , 3 a8om Pr m w i POCKET NOT PART OF THIS HOA i F t tilt tt 70 8E REViEWEO 8Y AM 1 ttt� L^--"---"___.._.---------------------------� 9'MAX. Cf' r$ f°dr � "� w000/CONC.jMETA1 6'MAX. r B°MAX. BLOCKS ONLY 11t i•hitt!\t` a ao1s: Os-20 70 revisions: SERIES SENDNEL 150 ALUM SUDING GLASS DOOR((.MA AL-FAROOQ CORPORATION ^� no v s escn IcnQINEERS&PRODUU D x1'VELOPMENT C1 EN •ea101 3�g•rt'-e" J 11.12.14 REV.PER PIER COMNEMB CGI Windows and Doors, Inc, 9330 SUNSET DRIVE,SINTE 220 '0� For.-4-yf N K 02.1REN .15 .PFR RE0061NENT5 10100 N.W. 25TH STREET MIAMI,FLORIDA 33:L73 (akff,3636) L 07.111,16 GENERAL REVISION C N W o k 01.27.47 N0 0E 7Hi58NEE7 MIAMI, FL, 33172 TELcsD�Z34•eiao FAX.(30�162EeTe 00 —. oNc Dy: _ TEL(305)593-5590 FAX.(305)$93-6592 COMP-ANL W10-31CGI �N m� I D•MAX. ta" ta° ta° ts° 10• 1s• 1s° JAMB MAX, MA16 MA%. AW(. A1AX. MAX. MAX. �; . CORNERS _ 120•MM. DOOR FRM1E HEIGHT 118 13/78' '� PANEL HEIGHT 1 3/a• 110 5/16' _ t 3/4. MIN. D.L. OPE. � y MIN. C 11 II II 11 F:U m A�pul—ri�i 11 � •�rZ cDj � � • �UIn N�(R z rVelj Q 51-Z 40• Ll•����' r� �N 3 HANDLE Q L gy; I' \1 T r 'U $g0 In $ y inn N AI m IR 9 • __ \\I �m � - I I NN I gN I POCKET NOT PART OF THIS NOA I TO'-BE RENEWED BY AHJ j Qx ---- -------------------------------•---� o s - R 9 d z e 3 0 Pm'4C g WOOD/GONG./METAL I- 8 ' o1.y s" AX. O Vo o P O O BLOCKS ONLY w 10 2 s m b nZ° 0 nI u I11+1� z a ante: tNev s ons: SERFS SEN11NF1 750 ALUM Sl1DQ G Cl/SS DOOR(IMA) AL-FAROOQ CORPORATION 3 escn Ion _FNORVEERB&PRODUCT DEVELOPMENT �'scale: a ++•12•++ flEY•PEA RfCONNOR3 CGI Windows and Doors, Inc, 93B09UNSE7'DRIVE,9UIiE 420 REV:PEq REREM CONNFMS10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N.9698)L 01,11,10 OENFRN.gEN510N Cuotv.n ND cHwcE ndssIIEET MIAMI, FL. 33172 TEL.Laalstsoa•aloo FAx.(aoe)zeassraA °nk,ey --— TEL (30.7)093^0390 FAX(30)093-BDezCOMP—ANL Wto-31COI X000/CONC./METAL g'MAX. 6 MAX,BLOCKS ONLY o J 6/e' t POCKET NOT PART OF THIS NOA 1 c J 5/8" MIN. i TO BE HEYIEWED BY MJ i MIN. l M1 �L rn rn if o n n A ro g 9 11 N� n ii m 1 120`MAX. 5p� DOOR FRAME HEIGHT iij —i o I `yl S PANEL HEIGHT _ oil a0° HANDLE CI_ 3W O I 1 I t�yrym� t 7 i 1 uCT"tl W 110 WV D.L. D. OPG. w W D 40" HANDLE " CL 38" A 3CSnl Z m 9 7 p�p "ye U K f1 xtM v 40 HANDLE OL a a>� PIA •c�,U:.... '4.' 51 MAX 14° 14° 14" 1s° 1s° 1s• 16° y JAMB MAX. MAX. MAX. MAX. MAX. ' MAX. m fit I I CORNERS s a aets: o5-2a-10 rev e on�T ei o date SENIFS SNB.150 ALUM SUWNG GLASS DOOR(L)II.) AL-FAROOQ CORPORATION 'c no rt � esa on SW NEL � ENGINEERB dIPROOUL7 DEVELOPMENT eeefe:J/8•-t'-o' [MGLAM1 I Windows and Doors. Inc, B36O5UNSETDMMSURE220 0100NA 25TH STREET WAVII,FLORIDA333.73 (C.A.N.86g8) C , FL. 33172 TEL(30a)204-WO FAX.C12e2oso N oTST.Ir Ro OwyNOE nus s L(305)593-8590 FAX.(305)583-8542 COMP-ANL WIC-31CGI �^—DOOR FRAME W --{ ESE WMTM THIS APPROVAL QUALIFIES DOORS WITH APPROVED V �" I ! U EL WIDTH NON-REiNF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 136 CORNERS �� n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. w H L FOR DOORS USING 90' & 135' CORNER STILES G H LIMTT MAX. DESIGN LOADS TO ±60.0 PSF 0 " m 4 1 < E L BR ompulYC-in wEH61tlia Florida de a O q U XXX(SHOWN) © O H NOA-No. 17-1011.18 0:im� w XXO EXTERIOR O © ExpirationDatt0912212020 0 o XXX(MaRso � T- roduot Control 0[Log DOOR FRAME WIDTH FRAME WIDTH O g NON-RETNF.INTERLOCKS O:to m O N SEE CHART ON SHEET 13 Q w 41 6 1L-02 ' L Jt H J01J 2:m w 7 Q Wmf g L I I oI O m 8 XXXXXX(SHOWN) © EXTERIOR J1 Q nH i OXXXXO 90'CORNER DETAIL'O'ON SHEET 22 NOM.PANFl WIDTH 4 135'CORNER DETAIL'P'ON SHEET 22 S O .ri OPTIONAL IN UEU OF Jt 0 W ti DOOR FRAkE WIDTH FRAME WIDTH �I c PANEL WIDTH =N o o W N�m NI7 w G N J H CJ 0 3 M m H C Z n 81 s H U ::5� XXXXXX(Sm" © E7(TERIOR C 90'CORNER DETAIL'O'ON SHEET 22 NON-REINF_INTERLOCKS 135 CORNER DEWL'P'ON SHEET ZZ SEE CHART ON SHEET 13 OPDOIJAL IN LSEUOF J DOOR FRAME WIDTH FRAME WIDTH ou 86 PANEL WIDTH fy[iH G H H "- H �" i °m XXXXXO O OXXXXO(�OriN) © EXTERIOR110' DETAIL 0'ON SHEET 22 tf11 IT�� o 13S CCOORNNEER DETAIL W ON SHEET 22 NON-BONE INTERLOCKS _•``���t1 At{JN 4�i N OPTIONAL IN LIEU OF Jt SEE CHART ON SHE-'T 13 ; d a ;g APPROVED CONFlGURATTONc NOTE `tr g. .c�•= 9 Y o NON—POCKETED DOORS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ffi=o SEESH EINFURCFO SDp A N 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. p' OF 4i drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS .'k!. THREE I3 TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �?�� �� W10-31 1—� 4. ODOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. sheet 5 of28 n 111 DOOR FRAME W_ ODOR FRAME vroiH THIS APPROVAL QUALIFIES DOORS WITH APPROVED r' EL WIDTH CONFIGURATIONS INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �---- __ SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �a i H i ARE PRESENT. m T� L4 FOR DOORS USING 90' do 135' CORNER STILES Q b m 1s H 1� LIMIT MAX. DESIGN LOADS TO ±60.0 PSF ¢ 1a la PRODUCT REVISEDa 5jpo o T I as complying with the Florida o m y o I M Building Code 0�1 NCA-No. 17-1011.18 TI v' PXXX(SNO ® TOR HO © Expiratlon Date 09/22/2020 O to-'0 XXXP BY v Dm DOOR FRAME WIDTH DOOR FRWIDTH 611ami- a roduct Control O ILO O$, EL WIDTH NON-KEINE INTERLOCKS O-3 b E SEE Off ON SHEET 13 1 H J H 11 I 16 ZeJ=o 1 I r cF w ly o wN!HZJ la 4 1 i al Ip I Y Q W W S K' o- 01 10 O O T Iy a I O 1 N M �---- ---� L__ 1 I I � m PXXXXXXP(SHOWN) EXTERIOR 9P CORNER DETAIL'0'ON SHEET 22 L n 135 CORNER DETAIL'P'ON sEEr 22 E- OPTIONAL IN Loj OF J 0 W n DOOR FRAME WIDTH 0 w DOOR FRAME WIDTH NON-KEINE.INTERLOCKS rn [ SEE CHART'ON SHEEP 13 I -OL� I OFNo a n 5= i� O� H I� �Rais01 � I tnn L_ I I i PXXXXXX(SHCWN) MOO JO O PANEL WIDTHO OK EXTERIOR XXXXXXP 9D'CORNER DETAR•O'ON SiEET 22 POCKET T OF NOT O CGI US CORNER DETAIL'P'ON SHEET 22 .. NOT PART OF 7}85 NOA OPTIONAL W USO OF J 4 3 DOOR FRAME WIDTH DOOR FRAME WIDTH o rc F NON-RDNF.INTERLOCKS 2 1---- I SEE GIART ON SHEET 13 C a t ly' y y 1� is ra O I L # la I'M. o m N ml ^ III PXXXXXO(SHO'WN) O 1 O EXTERIOR O O ...0 PANEL V80TH O N tttllll4 rrr O 0 OXXXXXP 90'CORNER DETAIL'O.ON SRT 22 APPROVED CONFIGURATION 135 CORNER DETAIL'P'ON SHEET 22 ..` OPTIONAL N LEI!OF J POCKETED DOORS (NON-REINFORCED SHOWN) = _ NOTE SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. I jr- THREE rTHREE (3) TRACKS 2- FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. O=. OF draw ng rro. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '��S•• oraCK ���• W�10-3� AND TO BE REVIEWED B1'AHJ. 4.DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rrs/OWAL 1`�� rl I I T 11111"` sheet 8 of 28 DOOR FRAUE W.. mAx FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINR INTERLOCKS CONFIGURA'TIONS SHOWN WITH W AND 135' CORNERS rSEE C, T 22 ON SHEET 13 WHERE STILE CONROURA71ONS SHOWN ON SHEET ARE PRESENT. z FOR DOORS USING 90' & 13.7 CORNER STILES 0 1- UMrr MAX DESIGN LOADS To 160.0 PSF 19 Oo PRODUCT REVISED EXTERIORas—Mpl=1 with the Fl.dd. Kt l=f EXTERIOR G1 8eltdlttg X0(SR HOA-N- 0 g aWimuon nate 0912212020 Ox 13Y of R Woo a p uct Contro, 0 IL 0,<, DOOR FRAUE W. MAX FRAME WIDTH 17,E ci REINF.INTERLOCKS Q 0 FSEE CHART ON SHIFT 13 Io 1 lic �j 0 RE EXTERIOR xx 0 0 #8 X 3/4-SMS �3 TH AT 24'O.C. MAX.FRAVE WITTH DOOR FRW9 WID 0 rim IE CLQ - L I EMRK)t S, 0 ga CORNER DETAIL V ON SKEET 22 OXO(SHOWN) 12W CORNER MAIL*Fl ON SHEET 22 OPTIONAL IN IJEU OF JI OXO(REVERSE) MA)L MYE WITH DOOR FRAME YADTH nl;Rl REM INTERLOCKS SEE CaHWWUT ON SHEET 13 T- 0- ®R >07 EXTERIOR ,Oil Q GO, 0xx0 90'CORNER DETAIL ON SHEET 22 135*CORNER DETAIL'V ON SHEET 22 ...... XXXX(SIMILAR) OPTIONAL IN LIEU OF A APPROVED CONFIGURATION NON—POCKETED MOR {NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSMIION PURPOSES ONLY. SEESHEET 13 FOR Op AND REINFORCING OPTIONS 2..FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF drawing no. a, 3. FOR ANCHOR MAILS SEE SHEETS 15 THRU 23. . ......... .. W10 —31 TWO (2) TRACK4. DOOR SHALL MEET EGRESS REQUIRGAENTS AS APPLICABLE PER RBC_ sheet 7 of 28 DOOR POCKEr CGI FRAME Nor PART OF THIS TNOA �u V DOOR FRAME WIDTH DOOR DOOR FRAM wIDTH RONF.INTERLOCKS o SEE CHART ON SHEET 13 m ; r-- w I s I t 00 n Z to m0 IU H IY l o �a la 7jo o o f M I 1 laM Ll OM EXTERIOR Kt I__-- O EXTERIOR 0,, L1 0 t B LL XP PX(SHOWN) PXX(SHOWN) V p y H XXP p a o a g 0 jE THIS APPROVAL QUALIFIES DOORS WITH APPROVED 5 9 CONFIGURATIONS SHOWN WITH 90'AND 135- CORNERS Rn c m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 E w LL 6 DOOR FRAME W. ARE PRESENT. LL i m=p W. DOOR FRAME WIDTH FOR DOORS USING 90' & 13T CORNER STILES J'o m Q I LIMIT MAX. DESIGN LOADS TO±60.0 PSF 1 1 Jt I I i NOTE: '� U t•II I I d �� jY _ i� 1. CONFlGURAitONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Y m a: ja al jo pl 2. FOR A-PUCABLE NON REINFORCED OR REINFORCED DESIGN FRESSURES SEE SHEET 13. a $ i M M 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. n `---- ----' L O I EXTERIOR --J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. n J1 O v O PXXP sP CORNER DETAD.'O'ON SHEET 22 ?_ O W v 135 CORNER DErA1.'P'ON SHEET 22 ` F OPTIONAL IN LIEU OF Jt CN D Nn m DOOR FRAME WIDTH DOOR FRAME WIDTH .� 3 N NON-RENT INTERLOCKS 3 n 1 n 1 SEE CHART ON SHEET 13 C Z n H HI r-- f, 3 O I I a J I I --� � O-n IFT I[Yip'0 2 .' o f I U z l U o o Id CCC--- b b al is QI 0 1 M I EXTERIOR H� '�j O ® 3 PXXXXP 90'CORNER DETAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIED OF Jt DOOR FRAME WI2pj_L DOOR FRAME WIDTH to g c3i NON-REINF. INTERLOCKS S I d SEE CHART ON SHT37 13 H H r-- w a �Ya O J n iY Om p..o ryi y POCKETS ARE NOT PART OF TICS APPROIAL i pc•'" ( . 0 M K I T AND TO BE REVIEWED BY AHJ. 0 L-_ 1 1 M H DCTERIOR' ?D UUh� c O O O O K, �,�pvA4. PXXXX(sHowN) so GARNER DEran 'o'cN SHEET 22 PRODUCT REVISED •`u :� A Pxxxo 135 CORNER OENAIL'P'ON SHEET 22 as�omprymg with tha Florida ' XXXXP OPTIONAL IN llEll OF Jt B.Ildln9 Code s _ OxXXP Non-No. APPROVED GONFl.I IRlennnlc Expiration Date 09122./2020 !,� drawing no. POCK 'ED DOOR (NON-REINFORCED SHOWN) BY -DW10-31 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS NRam a Product Contra) S O 2 TRACKS SEE sheet 8 of2� THIS APPROVAL QUALIFIES DOORS WITH APPROVED V �� CONFIGURATIONS SHOWN WITH 90• AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 �Y o ARE PRESENT. Z m 3 FOR DOORS USING 917 & 135 CORNER STILES LIMIT MAX. DESIGN LOADS TO t6O.0 PSF 92. 2q ''c 0 PRODUCT REVISED O'w� c1 as...V1 I with the Florida CL W DOOR FRAME W DIH Building ode 17-1011.18 0 y LL FRAME Wmi}t NOA-No. 0 NOM.PANEL WIDTH Expiration Data 09/22/2020 0'o NON-REINF.INTERLOCKSW 5FE CHART ON S' 13 lTy C o 0 ILOp a H Mlam1; Product Contmi 0 o R H 1 1 WIN N H a ,LL6 O ; Q WLi D F xxxx(SHOWN) . oxxx j' N xxxo ^ L XXXX(REVERSE) Q EXTERIOR o � 7 0 n 0 W 2 K 1 C DOOR FRAME WIDTH FRAME WIDTH o m 00 3 NM 1 NON-REINF.INTERLOCKS O SEE CHART ON J,NEET 13 G L Z s H HJ7 H H i !=y. §O tz n I w ' O� H ri H (�p< I t t t r i ! 3 xxxxxxxx(SHOWN) " oxxxxxxo F © Q Q EXTERIOR QH J1 0 O 9Q CORNER DETAL'0'ON SHEET 22 NON. PANEL WIDTH 33 135 CORNER DETAIL'P•ON SHEET 22 m a U OPTIONAL IN LIEU OF Ji N _ Q `�II111 IIIIAAA O ar. ,, a NOTE: _ •;�}y� e i,1 APPROVED CONFICIIRA"IONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—PO KE?'ED DOORS (NON-REINFORCED SHOWN) M O 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �®_• OF SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 1�` ...ORIOR•�\�� W'�O_��. FOUR (4) TRACKS S. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �Ai A��AJAL` ���� cheat 9 of 28 THIS APPROVAL,QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS �t WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z: m^w FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO±60.0 PSIF 4 f L N PRODUCT REVISED as co.npl ng with the Florida Q W 13N=9"+Fede IL NOA.-No. 17-9011.18 p X D Expiration Date 091=2020 �C BY /' a K!Z o Miarmn Pratoat Conlm 0 ILD n r' o d FRAME WIDTH �p0 2 DOOR FRAME WIDTH a 2(?4i NOM.PANEL.WIDTH NON-REMF.INTERLOCKS us SEE CHART 0 1 SHEEP 13 i N H H H H0 0 0 o 0 3 1 � 1 � t3� XXXxxxxx(SHOWN) L � � G oxxxxxxo. O fl Q ® CO OnMOR O Q 0 � °,foC4 S0'CORNER DEMIL'0.ON SHEET 22 3 CV » 135'CORNER DETAL'P'ON SHEET 22 4 OFRONN.IN UEU OF J E CZtj..� � O DOOR.FRAME MUM NOM. PANEL WIDTH� U 4 �s H J I H ale i 1 c rc c o a XXXXXxXO(SHOWN) e . OXxxxxxo �2 QH HC} Q Q 0 EXTERIOR O L. e m�^ 8P CORNER DETAIL'0'ON SHEET Ml 13S CCRIER DM'P'ON SHEET 22 OPAONAL IN LIEU OF J ..iTt `Kt t It IITI/r r ♦ rr...� %•`Vri�r 1 S ` 70552 NOTE APPRO\oED CONFICURe770NG T.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ' drawing no- DOORS (NON-RE)NFORCE'D SHowN) 2. FOR APPLICABLE NON RFIN50RCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF REINFORCING OPTIONS I•.Omot:'' W1 O— SEE SHEET 13 FOR AP AND R 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. htntttt sheet 10 of 28 THIS APPROVAL QUALIFIES COORS WITH APPROVED U U CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF a PRODUCT REVISED G�.O,�q0V 8 a lu as complying with the Florida uN Budding Coda fe DOOR FRAME WIDTH NOA-No. 17-1011.18 1.C NOM -PANE.WIDTH NON-RONF.INTERLOCKS Expiration Date 09/22/2020 (0j m a DOOR FRAME WIDTH SfE CHART ON SffET 13 CN By cr¢¢ Miarriv-7,dowroduct Control Q C (( JAZJ m H I F i a W:)i 0 ' IC DIQ 'V LLZ0z 0 f 10 y OZ 1C�7y o i M H is QWNL'� PXXXX(SHOWN) XXXXP ® O EXTERIOR Q HQ © 8 n 0 n 0 w tr jN V y FRAME VRDTH 1' c vtiwi' LjI1I1lr �Oa_-�_-'Q�_-- H S�yH H J H b H-0y o-¢ _-_-_-000.J!i�II•1 1II1I1lir1 sa0-- NOM. WDTH. ONON-REIN.INTERLOCQKJS 0 04 SECART ON SE1 _ ." oDOOR FRAME WIDTH 3 ,) Ed0 0 O M M PXXXXXXXXP (SHOWN) EXTERIOR W CORNER DEAL 0'ON SNEET 22 Oonnn. 70 .. 13S CORNER DETAIL'F'•ON SRW 22 OPTIONAL IN LIEU OF J 1_1 �IxG6 `�111u1urrr,� m APPROVED CONFIG I ATirlNc POCKETED DOORC (NON-REINFO(Y'ED SHOWN) - SEE SHEET 13 FOP.Op AND REINFORCING OPTIONS I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF drawing no. POCKETS ARE NOT PARI OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FZOR�Oi;�-�� W 10 AL -31 AND TO BE REVIEWED By AEU• 4- DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC• r �Or + 1� sheet 11 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED V CONFIGURATIONS SHOWN WITH 90'AND 139 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. o° Z FOR DOORS USING 90' k 135• CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Qf C� zHo_ PRODUCT REVISED O C o e o v as°ompirilm with the Florfda Building�wle w I .OA-No. 17-'1017.'18 D�° O j N IacpintionBate09/2212020 V .H�R 0 Mum' Product Control Q itgIII g� FRAME WIDTH I V LL m O NOM.PANG WIDTH MON-REIN F INTERLOCKS Egg Z N.O-o DOOR FRAME WIDTH SEE CHART ON SHEET 13 Q 0 log --- O I 1 J .. I-p g ss�H H rd I H C o- Q Ia o w 0 1 M 1I0tu a I PXXXXXXXX(SHOWN) XXXXXXXXP O O O EXTERIOR O O O = c OXXXXXXXP POCKET CAVITY NOT EY CGI SD CORNER�RNL'0'ON SHEET 22 O=N o NOT PART OF THIS NOA 735 CORNER DETAL'P ON SHEET 22 OPDONAL IN LIEU OF J O M 3 ^� p a!o FRAME WIDTH XI O v NOM. PA4EL WIDTHNON-RDtH:INTERLOCKS SEE CFNRT ON SHEET 13 DOOR FRAME WIDTH M. 1 1 !IL t� T ' tE. 9 i w I H $$ o I 83 o 77Ei SH b 'a °r U d tti �I I M 1 L_ ® 0 0 0 0 o EXTTdRIDR _ PXXXXXXXO(SHOWN) ST CORNER DETAIL'0'ON SHEET 22 13S CORNER DEEAFL'P'ON S1iEET 22 OFIIONAL IN UEU OF J APPROVED CONFI- OT10NS ••••. �. 0 1 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: `; 7392 u m a Y SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS = •(r .-'*- v v 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPUCA13LE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHE(T i3. �O,tp� � Browing no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �;C�`•"'• O(?! �'�',°(����`� W10-31 AND TSO BE REMEWED B AHj 6 APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. t'ar' 'a a'ar �r>'ea-ar a d 1818, oIds 'o m 'o 000181- 'o000a e o oo H aoo o 'a' 00000'++ocoo'o I t 1 i , i ,1 , 1 1 t , i I i I I , , 1 I IKIpp � 151EI8 $ -18 bo aobaa aE, abbb4+bbo0oy ffi>S���SSo2�� SG � S �S b o o b o o o w o a o o w b b o la o b b a a b b o b b :, b b b b :.. b b a p m B E,' ,�' q I. b m p p u chi 6bboboo bawbb eboy.o �abo y{ oPoaoobObbo :. bobo:+000bby .� OCC� icyy � �I mA �Fri'0 2 2 2 7a m C3 v c ro ro N b aa� mm 2 5/8' 3 Y z� ® m 3 b/18' m b C o and 2 5/8' 63 3 8/18' it 3 n�8a � S Via OQ� O I 10p 0 W.. � n Q C N a i7/ zoz t tt Jt n 1 S �� >r• t� 00C,I'd $_ ,,,,��' 0 antnt os-2o-tb Cre-visions: SMES SONEL 150 ALUM SUOING GI/SS DOOR(Lul.) AL -FAFtOOQ OORPORATION a ti0 Oto 99Ctt Oti ENOVIN6ERS&PRODUCT DEVELOPMENT -� t eFo1e: ,/R'=r o 11.12.11 RM RER C0M�" CGI Windows and Doors. Inc. 93t308UN3ETpRNE,3URE220 C1. K 01'0115 'REV.PER HER COMMU I dr.by. 1. OM 8 GENERAL REV ON 10104 23.W. 2S'EH STREET MIAMI, (ca.x.sass) �r W u 07.27.17 NO CHANGE TNIS KNEET MIAMI, FL. 33172 7E-(305)204-8100 VA&(300)2626976 by, TEL(309)593-5500 FAX.(305)503-8592 -- COMP-ANL W10-3106t 3/16'ANN.GLASS 3/16'ANN. GLASS Viv .075'Intelayar 075'hderlayer �� Soflez CP With PEr Core Saflex CP Wdh PET Core c By'Eastman Chem1cai Co.' By'Eastman Chemical Co: OR OR 2r m m J .090'hderlayer 090'Interlayer Sa6ex Clear And Color Glass Saflex Clear And Color Glass BR'Eastmon Chemical Co.' By T—man Chemical Co: Q al z al 090'Intert �— 'l O W Se*yGtas%� 3/8'AIR SPACE •� I-rbyer tV B Wurcray America.Inc.' By'Kuraray America,Inc.' d G 0 OR OR 090'Interloyer 3/16'TEMP.GLASS0 0'Interlayer 0 v y r Trasifal PVB Trosifol PVB 0> By'Kuraray America,Inc.' 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By'Eastman Chemicai Co: OR OR .090* .ntrygosdayer 3/8'AIR SPACE Sen•I lasd QKurvray America,Inc' BR'Kyu my America,Irma z s 090'Intadayar 3/16'TEMP.GLASS 090'Interlayer v o c Trosifal PVB Trosifol PVIS o W o By'Kummy America, Inc' By'Kuroroy America,Ine.' a n 3/16'HFAT STREWD GLASS 3/16'HEAT STREMD GLASS o o b SILICONESILICONE �Er GE SCS 1200 I GE SCS 1200 =m I-DOi_m DOW CORNING 899 W CORNING 9g5 Wo 0 N N DOW CORNING 995I m a M1 M7 XL EDGE SPACER 2 ^^ol r�i I SETTING BLOCKS row I Sr.S STEEL BY'CARDINAL' I AT 1/4 POINTS ON UTES :i; OR . II WIDER THAN 36' II I i DURASEAL BY'QUANEX' AEPOMOR 0 i OUROMETER 65!5 p I SUPER SPACER BY'QUANIX' : '`tILm LLI gAryAr�A�A o W 1 1 SETTING BLOCKS PRODUCT REVISED �'� �' '•:"o'% r E.r AT 1/4 POINTS ALL S2E5 as complying with the Florida ` n }� EPOM Building Code W DUROMElER 8515 NOA-No. Expiration Date 09!22/2020 :f GLASS TYPE 'B' GLASS TYPE 'Bl' �0' OF ;' � droa ng no. 7/16'OVERALL LAM.CLAW 1'OVERALL NSUL LAM.GLASS Minmr-Dad roductContml s,•`?��!9!.. �� , I W10-31 ''A.A!OPdAL � sheat 14 of 28 GLAZING OPTIONS r1TIrI L11 f 1/2" DOOR FRAME HEIGHT 1/2"MAX, MAX. -- LOAD BEARING PANEL HEIGIR SHIM 0 O D.L.OPG. O R' EXTERIOR , o , e. 21 w•• f*1 1n - - - - - -__ - � ••Q m � .2 5/B" �-zoi"ick SILLMIN. 1/2` MAx. s z EXT. O g "•:Mi g p y w� + w H '". EXT. O .°••: W �• Q Rem R; Vim.• '. . W o �"' O ® ® e e J x ILG ® - 1R x0F :E v� O @ I " y ty •-I O to o to m � Z z x �W xmm•v 33T .. Z O �F D 1�q $A ORO d F "7 O . a g o d N m a C - o r7nn1 1c m ae0t.: os-2o-to revisloris: SERIES SENTINEL 150 ALUM SLING GLASS DOOR(L.N.I.) AL-FAROOQ CORPORATION a T o no O e 9scrl Ion -- BCOI.: 3/8-.(• J 11.12.14 REV.PER RER COMMENTS ENGINEERS&PRODUCT DEVELOPMENT l OCGI Windows and Door's, Inc. 93oo INSET DRIVE.SUITE 220 T K 02.03.15 REV.PER HER COMMENTS 10100 N.W. 25TH STREET MIAMI•FLORIDA 33173 C.A.N.3696 C L 01.11.10 -GENERAL REVISION ° Af. IN ,17 NO OLWOE THIS SHEET 9)MIAMI, FL. 33172 TRL.(3026449100 FAX(305)292.6978 (.1.1 7 M 07.27 _ h r 9 ORk.0r• - 593-6590 FAX.(309)593-6592 COMP-ANL WIO-31CGI 0.7.ANCHORS PANEL WIDTH � FOR SPING o 1/2'MAX © E6 D10. O REINF.AS RFQD. O O a m 3 LOAD BEARING SEE CRAFT ON Z SHIM M15A 7 SHEET 13 FOR CAPACITY 0 Z =g I.� � � Q�N�� U E N Z ....._.._.._._.._.._._.. ._. 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[FOR ELEV.ANCHORS T'- = 1 FOR SPACING 1 I... / 0 FOR SPACING 11 0 t a LtFjJi E it if It 3 p=l o= S S W / 8 mph Y�1 dCltRIOR g FIXED PANEL EXT• u DOOR FRAME WIDTH DOOR FRAME WIDTH VI ` `j711i1IAi i• r,'��G _ �B PRODUCT REVISED ........ 2X6 OR URGER WOOD DUCK DOOR FRMAE WIDTH as complying with the Fiorlda % n 1 OR Building de WOOD STRUCTURENIDA-No. 17-•10'11.•18 Expitau..Date09/22/2020 = � 0.• of .••��/� drawing no. Mlam Da oauct control ��'�• ,RORtDP:��',,pp\�� wl 0-31 1 THREE {3) TRACK DOOR DETAILS �hii�oMA�I`���`�� sheet t7 of 28, DDOR FRAME HEIGHT MAK. 1/2"MAX LOAD BEARING _ PANEL HEIGHT SHIM D.L.77- OPO. OEXTERIOR O E7 m � p • � __, o to N F O O E EMBED' �' x x g n .2 5/1' 4-9 z MIN. � II I SILL HEIGHT � `•yl m DOOR FRAME HEIGHT 1/2`MAX. MAX. LOAD BEAPoNG •' SHIM UEXTERIOR n o ® e D.L.OPG. S PANEL HEIGHT N g to . m 0 - IL�j{I •U H � 0 '"1 b rn A m na$0 [ x 0 ze O w cmvC � o m � �C a m Ji'T o Fri H JimO O Y % j .. 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REV.PER RER COMMENTS 00 Windows N.W. 2 H L 01.11.10 GENERAL REVISION M14 I 5T STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) f c 0-7.17 NO CHANGE VM SHEET MIAMI, FL. 331'72 ..... TEL W.(305)262-0978 TEL�")'.3 , TEL(305)503-6500 FAX, (305)so 1/2. OOOR FRAME HEIGHT 1/2'MAX MAX. LOAD BEARING ' PANEL HEIGIR SHIM EXTERIOR O EK,�.. EMOEO ._ .. .. - MIN. SILL IIEIOHI' � A• ' (. m �f• - F ® E) O - o . I wc. O �rn 0 M M g'-• n m L. ;4 o0 ® ® ® ® ® r d - ® A ® ® ® - ybT SAF � 3�m � zmuy sLae O o `�old t} r Y� g+A .•3 a p(�0t,•C� �m `O•S .V• v�bvvove -iL�__-J� z Fty Z •P �i -�0 O Ora IR -V s •�ir12 ���• a - O O0 d c rrhl Inttt` `� � N rev a dotal os-zto SERIES SENTINEL 150 ALUM SLIDING C(/SS DOOR(LM.I.) AL-FAROOQ CORPORATION e9W for ecalr. y/B'.1• d )1.12.t{ REV.PER RCR COtltlFM3 CGI Windows and Doora, InC. ENOINEER9 dr PRODUCT DEVELOPMENT r.1 Q 8260 SUNSET DRIVE,SURE 220 n2.00.1s REV.PER RER CON)dEM3 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 C.A.N.9638 lC 6tt ml RLVISION ( W M 0737.17 NO CH.UGE THI5 5 EET MIAMI, FL. 33172 7SL(305)2040100 FAX.(306)2826978 0NG ••� ° oNI•UY+ TEL(J05)593-6590 FAX.(305)593-6592 l cGMP-ANL W70-31CGI I ; ! R EDGE DIST. 25 m § CON«UE.� ■) § ! .DIST. 2 5/8' f §° ® 44 Ly Pu e § e d f | - ! m K Q § A \ ; o ! m § 7 = \ | Q § 23 @ §K 2 MIT T Op 3• ± . _ � : mnm 3m» |cc q m`° 26 ^ ■mm ! ' q§ 2 G 2 ■« E ©•. ■ ! � � |■ \ ` § 03 I§§ |! A§ Q§ / G Rk5 _ _ LN= a . ......... ° &m4 ° 2�' !m] / z §q2 oz _ \ m § m rev +�e eGs£m mm A,o a. ARooQ G.o.■��noN� __a__ar,___r`° / _ a oJ , } CGI Windows ra _, �. _o__m�_n2 I O _ ,@@ �, &9 �� _R�_A_� mm f § * ° Ak FL. 33172 ,_�_ C co It.El �_ m& m_0F�,m�_ _P-ANL\mo,m 0)962-8978 DOOR FRAME WIDTH PANEL WITH D.L.OPO. m{2 1 — �NI O, X ES w5T -- -- 2 R.g 0 ---- !I �II Q o gI:I 3 r k Oy H 4 N O Vl2 2 M 4 R O 0 I I N II. y _ � 'b r r_ yO ~S Y! 'q�rr11 O y� m M ^ � 0 jl jl ao o n i O t d. a Qf03C p a OLD-I - ON �A i rp Mal- ? s; 6 N i E\ �ON O N�O .. a dote: os-2o-torevisjons: SERIES SWINEL 150 ALUM SUDING CLASS DOOR(LM-1) AL-FAROOQ CORPORATION nc oa escn ton - j 1112.14 R.N.PER RER CONAIENTS CGI WIndOW3 and Doors, InC. ENGINEERS&PRODUCT DEVELOPMENT N 0203.15 REV.PER RER CONMENRS 9380 SUNSET'DRIVE,SUITE 220 Gr,by: L 01.11,15 GEWAI.RwlsaN10100 N.W. 25TH STREET' MIAMI,FLORIDA 88173 (CA.N. BMW) W M� 07,27.17 NO CHANGE THS SHEET MIAMI, FL 33172 TEL(305)264-0100 FA)L(306)282 978Ghk,by1 - TEL.(305)593-6590 FAIL(305)693-6592 COMP-ANL W10-31CGI o - — C1 o c -3 I z ISa 0 o 0 �F O QO o P i S O UO 77 O O O IT � O .I ! I r0] T�• 9 p}D�O C 5�� III �::.M.e� �� O M b c ouvC p Op mHo mond � i� ILL C 1N Ii S M0 1/4•MAl LOADS13FARING ���oommp • \ Z3�3�33pmZ 111 s���odi0 `i POCKET o IT a rev a on'f e:'-'- !fjc SEPoFS SEMINFl 150 ALUM SLNWO GLASS ODOR(Lld.l.) AL-FAROOQ CORPORATION J 11.12.14 REV.PER RER COMMENTS ENGINEESd,PRODUCTDEVELOPMENT CGI Windows and Doors, Inc. oseosuNSErDRrvE,sutrEz2o PER RDI COMMENTS10100 N.W. 25TH STREET MIAMI FLORIDA 39179 (C.A.N.8538)L 01.11.18GENOIAL REVISION N o M 07.2717 NO CHANGE TNi3 SMEEf MIAMI, FL. 33172 TEL(308)264.8100 FAX.(30�282�Y78 OJ -+ chR by: TEL (365)593-6590 FAX. (3G5)593•-0592 COMP-ANL W10-31801 CODS PARE No. DILSCRiPTION MATERIAL LIANUF. R7DlA885 V £1 CGI-183 FRAME SILL 2 TRACK 6063-76 OM EXTRUDER E2 CGI-751 FRAME JAMB'2 TRACK 6063-T6 COI EXTRUDER © CG;-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - Zm^W 3 FA CGI-183 EXTERIOR INTERLOCK 6083-T6 CCI EXTRUDER - h e J E5 Cd-154 INTERIOR INTERLOCK 6063-76 CGf EXTRUDER - F. I EIS CGI-155 MAIN STILE 6063-TS CGI EXTRUDER E7 CGI-156 TOP&BOTTOM HDR¢ 6063-TIS C01 EXTRUDER - O ETI CW-157. SILL RISER 6063-TIS CGI EXTRUDER - C T 1 EELI CGI-181 ALT.SILL RISER(OPTONAL) 6063-T6 CGI EXTRUDER E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CCI EXTRUDER - C t N r Et0 CGI-159 INTERLOCK REINFORCING(LENGTH-FRAME HT.-67 6063-TIS CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS ° a Ell ca-tae FRAME SILL 3 TRACK 6063-TIS CGI EXTRUDER TWO POINT LOCK BY 'SULLNAN' OR 'INTERLOCK' LOCATED AT 0 IL o1...n E12 CG-161 FRAME JAMB 3 TRICK 6063-76 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM p 4 YL- E13 CCI-185 FRAME HEAD 3 TRACK 600-TIS CGI EXTRUDER - SS MORTISE LOCK (PART §SGD-500) (PS01-0036-117) it N E14 Cal-Iso OUTER TRACK ASTRAGAL 6063-T6 i CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART#SGD-503) (PS01-0036-117) Q H o Eis ca-no POCKET HOOK 6063-ifi CGI EXTRUDER _ ZINC HANDLE SEr(PART JSM55DO) & (PART#SM2300WH) 'o E o _ ZINC KEEPER (PART JSGD-507) (PART#SOD-507N) '3°z VIE E16 CGI-127 7/16'GUESS GLAZING BEAD 6063-15 CGI EXTRUDER Q w VI E E17 CCI-123 V GLASS GLAZING BEAD 6063-75 CGI EXTRUDER - O E18 CGI-153A EXTERIOR INTERLOCK( (OPRONQ 6063-76 CGI EXTRUDER DOUBLE LOCKS: REOD. AT 90' AND 135' CORNER PANELS ONLY E19 03I-154A INTERIOR 6NTERLOCK (oFRONM.) 6063-TIS CCI EXTRUDER TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 78' FROM E20 CGI-1554 MAIN STILE (OPTIONAL) 6063-76 CGI EXTRUDER - BOTTOM U Eli CGI-156A TOP&BOTTOM IORa (OPTIONAL) sa63-is ccl EXTRUDER _ SS MORTISE LOCKS WiTH RECESSED ADAPTORS (PART JHD-3310141} .o SECURED WiTH (2) 10-24 X 1/2' FH SCREWS E22 C01-15ER AmTaGAL (OPNOM) 6063-76 CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WiTH A MECHANICALLY ATTACHED o E23 CGI-t6fiA OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-i6 CGI EXTRUDER CONNECTING BAR (PART JHD-3310142) I O fij E24 CLI-180 DECORATIVE SILL COYER(OPTIONAL) 6063-T6 CCI EXTRUDER - ZINC HANDLE SIT _i O w v E25 CGI-184 2 3&4 TRACK FRAME SEI.SCREW COVER 6063-TIS CGI ETRUDER - SECURED WITH (2)6-32 X 1-1/2" off MS E26 Ca-187 Z 3&4 TRACK FRAME HEAD SCREW COVER 606345 CGI EXTRUDER - STEEL KEEPER(PART #HD-3310143) c E27 CCI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-15 CGI EXTRUDER - SECURED WiTH(4) 10-24 X 1/2PH THREAD FORMING SCREWS lD v~i�A E28 CGI-1028 FRAME HEM 4 TRACK 6063-T6 CCI EXTRUDER - n 3 N i E29 OGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - d 3 E30 OG1-1030 FRAME JAMB 4 TRACK 8063-TIS CGI EXTRUDES - 3 O lJi. E31 CGI-1057 FEMALE CORNER ADAPTOR(97) 6063-TIS CGI EXTRUDER - O n 632 CCI-1058 FEMALE CORNER ADAPTOR(135) 6083-T6 CQ EXTRUDER - U E33 CGI-1059 MALE CORNER ADAPTOR 6063-TB CGI EXTRUDER M7 034-362V GLAZING Enna VINYL(DUROMETER 75-50 SHORE A) PVC M2 CGI-171C FIXED PANEL CDP(2-1/2'LONG) 6063-75 - 3 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL. I G M10 CGI-176 FRAME HEAD ANTUFT&PM PRE WOOL/NYLCH SULLIVAN t PER IHTE LDOC/ASTIR a M11 W23201KC PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN M12 - BOTTOM RAIL STIFFENER, 1'LO1M.2 AT EACH END ALUMINUM CCI EXTRUDER 4 PER BOTTOM RAIL o u M13 TA-51 ROLLER ASSEMBLY AT PANELS WTHOUr CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST m g /ST ANESBURY 2 PSI OPIFA8IF PANEL > M14 SGD-SOO CURL MORTISE LOCK 5T/ST SULLIVAN ATTACHED TO SGD M14A PSOI-0036-117 QUAL MORTISE LOCK SIM INTERLOCKS ATTACHED TO wi6A Nls SGD-507 KEpFR ZINC SULLIVAN INST.W/2 fiox3/4-PH U15A SGF507N METH ZINC INTERLOCKS INST.W/2§10X3/4-PH oI�I o o-IJ^y 1.416 SGD-503 RECESSED ADAPTOR LNC SULLIVAN RAT.W/2 fiox3/4-FH M16A PS01-0036-117 Ik-CESSEO ADAPTOR ZINC INTERLOCKS WSr.W/2 f10x3/4-PH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM23007M HANDLE SET OPTIONAL ZINC SULLIVAN - M79 SC52000 9LPRUF SFNA,di SILICONE GE - M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOPRODUCT REVISED L/PVC SULUVM!OR EQLRV. 4 PER PANEL o � M21 WS-202 HEAD AND SILL SMALL PILE PADWOOL ULTRAFA3 OR EQUIV. t PER INTFFLOCK/ASTRaOAL as complying n ply�ewith the Florida • X _ a M22 WS-201 SILL INTERLOCK PRE PMQUN. NOA-No. i7-•10'1'1.'18 _ T,}- c COWL ULTRAFAB ORE � M23 HD-12-IOD42 .350'REACH POCKET SEAL - s - ALIEs6uRr Expiration Date 09T2212020 'vM,� drowlc /10 x 1 1/4'LG PHL P71.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER �i� ng no- �O of -Ay ty; Miram��Product %SS O W10-31 /A j111I11111`NAL S 1sheet 24oi 28 i 4.735{ 5.921 1.340 1.340 r �v .070 � r � .675 �f^-•.120 /A n ' •&t7 10 .647 1.250 .995 .050 975 .995 _050 .975 z 3 3.255 1.184 1.184 F+- 3'255 Q n 7-- 4.250 4.250L.995 Z70j ,jqFRAME HEAD (2 RACK) ty FRAME HEAD (3 RACK) GLAZWG BEAD v GLAZING BEAD ® 0700�CITAIL GLASS WSUL INA.cuss .995 0 b 1m n .075 .675 x'1508 1.186 0 0 S M .0701 2600 .070 2600 Q TOP/BOTTOM HORIZ TOP BOTTOM HORIZ(OPTIONAL) a p p .753 � 3.000 .725 .065 -664 .060 1.831 ''-3.000 1.501 Q�7LL 8 1 9� -SII 1 °f IF ] F--4.735 .070 .070 as I Q m g n Fes--5.921 e 125 ZZ .156 QWWf ® FRAME SILL(2 TRACK) FRAME SILL (3 TRACK) 1.490 1.415 O FIX. PANEL CLIP 3.000 1.490 I 1.415 0 et t .120 v a 3.750-may 3.750 2.005 2005 U m II 275EXTERIOR INTERLOCK (OPTIONAL) o c 1 .155 5 O .070 1.366 .125 MAIN STILE .695 1 3.750 MAIN STILE (OPTIONAL) 1 „! o 2755 Oral .070 I 3.000 p W 1.610 1.870 y95 .265 .125 Ip-3.000 •095 I ,095 C 3.510 3.572 O I I O=N o 1.876 1 SILL RISER (OPTIONAL) 1.610 1.870 �� $ W N^m 1.600 .070 1.770 .060 1.475 1.770 _060 1.415 - U M L3.168 3.572 -O �m E C c I m l --2ao5 1.255 z.o0s .07o F •m0 2005 Cull 3 0 2O' ® INTI7216ft INTERLOCK M2 1.625 U o m „ 1255 INTERIOR INTERLOCK(OPTIONAL) E14 OUTER TRACK ASTRAGAL STILE O INTERIOR TRACK ASTRAGAL STILE -�+1.186 2120- 2.005 p-.572 K' .995 1® INTERIOR TRACK ASTRAGAL I b 0 POCKET HOOK (OPTIONAL) 741 1.507 I .CSO 1.837 .625 2.591 3341 .156 3.750 1.920 3 2670 .000 _755 E4 9 EXTERIOR INTERLOCK .070 .625 - ' 3.510 SILL COVER(OPTIONAL) SILL RISER(OPTIONAL o 0 125 PRODUCT REVISED 7:310 as complying with the Florida,_ 2 •' y- a^ a .725 I Building Code zoos-W! MOA-N.. 17-1011.18 �t Explratlon 1)2to09f22Y2020 10 Mlaml-D o Product Control Si4j MALpl\ INTERLOCK REINFORCING OUTER TRACK ASTRAGAL(OPTIONAL) �7j011llshee:25a728 _J 1.886 -'1 1 .125 1.615\ 2270 1 060 7� .128 1.886 -128 y .128 o .125 / .190 1.650 260 I O= b 3.528 _77a 1.885 •125 1.485 4.765 .065 ® FRAME HEAD COVER A o �c" I .190 -774 .19D 1.330 •080 1.621 640 W yNw fr U 2.412 SGC 1520 7-- thj f�a to 1.888 \/-..� 1.347 . .344-1 .060 V G u g 2.581 Y a¢� o . 625 0 a C 0 K ® FRAME SILL COVER 0-a �1 FEMALE CORNER ADAPTOR (90) '� FEMALE CORNER ADAPTOR (13S) MALE CORNER ADAPTOR V FRAME JAMB (2 TRACK) 243 m z Q oa 6 it1.62F1 ' fiZ1.791 QMRS A600AMFRAME JB COVER .$ c 5.951 .090 1b20 .125ow. 520 1.506 J..725 065 B I O=N o 3 M 1 .625 .664 W- 3 FRAME JAMB3 TRACK C z ( ) M2 FiXEO PANEL CLIP U C) nn0 8.9 �I a g a a 1`11 111111/11j O_ :- 3 PRODUCT REVISED �.`1 as complying with the Florida ;;• 1 Building Code NOINo. 17-1011.18 Ezplmtlon Date 09!2212020 -.Q OF ;•�� drawing no- ; MiamF-O. e Product Control .�•4+_'r-�•.�....- W10-31 1 jil�A`1% sheet 213 c-- I j i • V M cn y N v V CS �1 0: v: �'• �P• O .p � V a in M1 c 1` Z 3� Z 3 p0sc: 1 \ s m \ . o -elm y n ea., rowssoiTsv SERIES SWNEI 150 ALUM SU01NG GLASS 0008 LM.I. AL-FAROO CORPORATIONN a C os-2a—m ) R C a n0'C'O'( 0 o ESCfIPffbn � """' - ENGINEERS&PRODUCT DEVEi,OPMEHT acate: 3 r + fi•1L14 "NO CmOtl m SST CG WindOWB Ond Doors, -Inc.- f !e . 9360SUNSRrDRIV14 s22o N O K 0.].:8 NO O M09 THIS SHEET 10100 N.W. 25TH STREET MIAW FLORIbA 33173 (C.r3,N.J889) dt.Dyl L 01.11.18 GENEOAL 6Eri5IMN 1AtAFAt• FL. 33172 TEL(306)2E14.8200 VAX(305)2626878 N W O N 07,27.17 NO CHANCE THIS SHEE7 TEL(305)587-8580 FAX.(305)093-8542 COMP-ANL\WSO-31 CGt r \ W w a s \ 1< z \ i 4Y �/ �� N m O �� , �s 2 gy ao4 em0 —��- -,-- 'gip:• '�;; � �1�--C�) � �-4 a date: 05-2o-1tl revfslons:_ - SERIES SENDNEL 150 ALUM SUDDIO CUSS DOOR(LM.L) AL-FAROOQ CORPORATION a ate ss0�i-{fon ---`— ENGINESRS&PRODUCT DEVELOPMENT s, acme: sia -r 4 ,1.12.14 xo cr,e u IM W— CGI Windows and Doors, Inc. 0300 SUNSET DRN6 Sul' C) X 0203.15 +m.-E Txis axEfT 10106 N.W. 25TH STREET WAV14 FLORIDA33S'3 {od.x.sas9) ca I dr.by: L 01.11.16 cENCMi.9t7$taN MIAFAI4 �, 33172 TEL(906)'.4048100 FAIL(3tl6)2H2de70 (� p 41 07.27.17 N0 0xgxcf TMS SMElT o artg bt; TEL(308)893-9890 FAX.{305)593-9592 COMP-ANL W10-31CG!