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HomeMy WebLinkAboutProduct Approval - sliding Florida Window & Door Co. 1 125 N.Dixie Hwy Tel.(561)848-4900 Lake Worth, FL 33460 floridawindowanddoor.com Property Information Building Information Owner: William Harrison Wind Zone: 160 MPH. Address: 1554 NW Buttonbush Circle Exposure Category: D Palm City,FL 34990 Minimum Building Dimension: 50 ft. Mean Roof Height: 14 ft. Risk Category: II Design Pressure Calculations OpeningIF Location Device Device Device Positive Max Negative Zone Width(in) L Height(in) Elevation(ft) JLP�as�x ure(psf) Pressure(psf) 1 End 74 37 7 38.9 -51.0 2 End 74 63 7 37.5 -48.2 3 End 74 37 7 38.9 -51.0 4 End 37 63 7 39.4 -51.9 5 End 60 36 7 39.6 -52.3 6 End 37 63 7 39.4 -51.9 7 End 37 63 7 39.4 -51.9 8 End 48 26 7 40.6 -54.4 9 End 37 72 7 39.0 -51.2 10 End 37 72 7 39.0 -51.2 11 End 37 29 7 40.6 -54.4 12 End 107 29 7 38.1 -49.3 13 End 37 29 7 40.6 -54.4 14 End 37 63 7 39.4 -51.9 15 End 37 63 7 39.4 -51.9 16 End 37 63 7 39.4 -51.9 17 End 48 58 7 38.9 -50.9 18 End 74 63 7 37.5 -48.2 19 End 48 26 7 40.6 -54.4 20 End 74 63 7 37.5 -48.2 Prepared in accordance with:ASCE 7-10.Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 MIAMI' MIAMI--DARE COUNTY,FLORIDA 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 OA www.miamidade.g2X1ec2nomy CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 COPE: 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(Tn 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. ESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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. AIISSII.E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 15-0929.13 and consists of this page 1 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. 17-0918.09 CMIAMDADE COU=NTY Expiration Date: September 22,2020 Approval Date: November 02,2017 Page 1 CGI Windows & Doors, Inc. tiOTICg OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform.Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 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. (Submitted under previous NOA No. 15-0512.05) 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 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. (Submitted under previous NOA No. 15-0512.05) orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-1 CGI Windows & Doors, Inc. I OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 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. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. 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. G� ge M.Plasencia,P.E. Produd Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,of complying with FBC 51h Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories,signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA 3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous NOA No. l S-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080.0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M.Plasencia,P. E. Pro6uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows & Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Interlayer"dated 06/25/15,expiring on 07/04/18. 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 to FBC 5th Edition (2014) and FBC 611 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA#15-0929.13,expiring on 09/22/20. orge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-4 TYPICAL ELEVATION _ 111' _ 110• U FLANGE WIDTH BUCK WIDTH � n0 5 1/2' o 6' 5•MAX. MAX. '^ HEAD/SILL S•MAK m�1' Z m w 3 MAX. A O TYR m� p HEAP/Sgy S -` S _ MfQ SRLE 3 z w m cOTi 8 F�, Z e I I i 1 I o i S o o $ V it 11 11 F II II F 11 11 �Qt,D C E E1 N F li F R�[ N t1 6 II 0 Ur=_ =__ -___ +� jj p L 0 o g if 4no- If 11 _ 9 _ _ N W 2_ ____ ___ 1t____ m ___ IT____If Z < J if 'I if 7 � i m _ U J FALSE YllfTlrlS ADDL ANCHOR REOD. - I a (SURFACE APPUm) 32 7/B' 32 7/6' FALSE►NINTOIS AT ANCHOR REOD. n AT CDH'�ER OF ALL PANELS (SURFACE APPLIEp) 32 7/6• 32 7/8• I � C OFTOIML AT CEN'iJt OF Ail PANELS Dl OPG. Dl OPG. F0(ED OR OPERABLE OP110I6'AL °O Lj ABOVE 30'PANEL WIDTHS D.L OPG. D1. OPG. ABOVE OR OPANEL 36 3/B' AT HEAD/SILL 36 J/8• ABOVE b'PANEL WIDTHS Q La AT HEAD/STMT. F VENT WIDTH VENT WITH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRA ZONA•� 110• v 3 + BUCK WIDTH SERIES SENTINEL 120 3 04 5 1/2• 13 5/16• o s MAX. 5•MAX. MAX. iliQ I ALUMINUM HORIZONTAL SLIDING WINDOW 3 HEAD/50.1 TYP. RIFAD/SILL U O= DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 6t 3. PRODUCT REVISED e rg y APPROVAL APPLIES TO SINGLE UNITS OR SIDE EIY SIDE COMBINATIONS adding ly rg With the Florida OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY NOA-Ne. 17-0918.09 APPROVED jj " N BETWEEN.WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS Expiration De 09/22/2020 li R 8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL BY U o WILL APPLY TO ENTIRE SYSTEM. Mlle. a Product Control THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH (�, l J •/ REQUIREMENTS OF THE 2014(5TH EDITION)/2017(6TH EDRiON) FLORIDA e g BUILDING CODE NCLUOING HIGH VELOCITY HURRICANE ZONE(MM2). LAMINATED GLASS Tim 1 B OR 28Y WOOD BUCKS A INSULATING IAM. GLASS m JL._____ _____ ___._ DESIGNED Ni0 INSTALLED ADEQUATELY TO TRANSFER APPUm PRODUCT LOADS LARGE MISSILE IMPACT e o`?a$ --- R"-'- "' I� TO THE BUILDING STRUCTURE 8 e$ n SMALL MISSILE IMPACT ii II �n ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS Lr�, II �' AND INSTALLED PER Mr1NUFS INSTRUCTIONS. SPEGFIED EMBEDMENT TO B2 1 I' ANTERIAL SHALT.BE BEYOND WALL DRESSING OR STUCCO. \\\t //11, 7 6 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ���PJ •µ�1p�: ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE. • ••'• MATERIALS INCLUDING BUT HOT UMIIED TO STEEL/METAL SCREWS.THAT FALSE MUNTMIS - COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE (SURFACE APPT IONAL LIED)) 32 7/8• 32 7/8' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. D.L. OPG. D.L OPG. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF drawing no. 36 3/8• _ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR w�0-1 o. VENT WIDTH WATER INFILTRATION RESISTANCE ETC. �� FIN FRAME CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, \ AND TO BE RENEWED BY BUILDING OFFICIAL, ff ONAL• \ 1 11111tt\ Laheet—I -f 11 62' 63' BUCK HEKSHT p FLANGE HEIGHT _ i 58 1/2' 'I 58 1/2" - IIG, VENT HEIGHT m VENT WIGHT 0 AO ` 55 3/4" 55 3/4' 8 D.L OPG. CI u o D.L.OPG. P 6 N 666 F N r ♦ II II r + — II II --- e m __JL it I II 11 4'1 �i Re II II r n 1IT 11 xy7 r o It II II II � •� P 11 II �r 11 II � I it a P F P ~>��11tly \ / u r GGA r� �O JAMBS 4- JAMB JAM85 JAMB CORNERS CORNERS 82' FLAME HEIGHT 58 1/2' cC3} VENT HEIGHT A OPG -_. D.L.OPG. �I G N o II II N f i 11 II \ I UL 1� 11 11 / 9X QmN A G' 11 11 3 o'3 C S . mS o ".0 + •m u n `d _m B N 09 v > yI 1 / R '� ..• -•��` � JANBS 5 1JAM8 AX. I it • I \ CORNERS prevision,: SFllfVlfl 120/LUL Hqt¢SugKC NDW.(L41/5111) ALFAROOQ CORPORATION 65CTI Ion NGINEERS h PRODUCT DEVELOPMENT 1/2 -1CGI Hrindows and Doors, Inc.Q 93RD$GNSET DRIVE,SUITE 220 b.yp 6 REV.PER AEI\COM/ORS 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) I rw C9W9E TMs 9.PET ML4MI, FL. 33172 TEL 1305)2e�-esoo FAX,1305)211x971 C -q^ TEL(30S)593-6590 FAX.(305)593-6592 -�- - COMP-ANL\W10-03CG',1 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCTREVISED I1!��o (XO OR OX SIZES) (XO OR OX SIZES) tY as comply n8 wiM the Florida o SID.LTG. RAD. RD. MTG.RAIL STD. LTG.RAD. B.D. LTC.RAIL B.D.IM RAM Balding Code 6=rimGun TITIS GIJl TIM CIAO ®TnW CIASS TTFNOA-No. 17-0918.09 Z -a 3 FLANGE DIMS. BUCK DIMS. TVAI','B'A'Bt' 'B't'Bl' FLANGE DIMS. BUCK DIMS. Tlclf.Yk'Bl' 'B'&'BI' 'C'k'ol' Expiration Date 09/22/2020 WIDTH HEIGHT WIDTH HEIGHT EXT.(+) NT.(-) EXT.(+) IM.(-) WIDTH HEIGHT WIDTH HEX7Tr EXT.(+) IM{-) EXT.(+) M.(-) EXT.(+) WT.(-) 6Y ____ f e N 26-1/2' 25-1/2' 650 95A 80.0 90.0 53-3/4' S4-]/4' 55.0 85.0 80.0 90.0 65.0 165.0 Mlam a duct Control �O `,� C 37' •26 S6' 25' 65.0 65.0 80.0 9D.0 9-15/16 26' 7-15/16 25• 85.0 85.0 80.0 90.0 65.0 65.0 53-1 0• SZ-1/a' 05.0 65.0 1 e0.0 gob 8.&-1/2' 82-1/2- 65.0 65.0 80.0 90.0 65.0 65.0 74' 1 73' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 _65.0 0 t 26-1/2• 25-1/2• 65.0 65.0 80.0 90.0 -15/16 38-3/8• 7-15/16 37-3/8' 65.0 65.0 50.0 90.0 65.0 65.0 V ]Y 36' 65.0 65.0 80.0 90.0 83-1/2' 62-1/2' 65.0 65.0 80.0 90.0 65.0 85.0 53-1/81-36-3/8• 52-1/8• 37-J/8' 65.0 65.0 1 80.0 1 90.0 55-3/4' 541/4 65.0 65.0 00.0 90.0 65.0 65.0 06O� 74' 73' 65.0 650 60.0 90.0 8-15/16 50-5/8' -15/16 49-5/Ef - - - - 65.0 05.0 V�i-0 R O 26-1/2• 25-1/2• 65.0 65.0 1 80.0 90.0 83-1/2' 92-1/2' - - - - 65.0 65.0 37' 36' 65.0 63.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65A 80.0 90.0 65.0 65.0 �'Z 0 50-5/e• 49-5/9' J O 0.0 J 53-1/e' 52-1/8• 65.0 65.0 80.0 90.0 6-15/16 63• 7-15/16 e2• - - - - 65.0 65.0 74' 73' 65.0 85.0 a0.0 90.0 e3-1/2' d2-1/2' - - - 95.0 65.0 26-1/2• 25-1/2' 65.0 65.0 a0.0 90.0 -- 37* 63• 36' e1• 65.0 65.0 80.0 90.0 0 53-1/8" 52-1/6• 65.0 90.0 90.0 ; c 74' 73• 60.2 601 a0.0 90.0 - (1/3W) (2/3W) n A G n Ob (1/2W) (I/2W) C N c °_ 'S OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH N XO OR OX' o �'^ 3 Z c ii 0°ERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' L))�!m 0 Ya'TYPO EIUCI(DIMS 1S'TTP. a"DIMS BUCK DIMS RANGE FRAME EQUAL LEG FRAME FLA+�LE ADAPTOR FRAM a _FLANGE DIMS - I RANCE DIMS _I e f�>€ FLANGE & FLANGE ADAPTOR FRAME e Doors EQUAL LEG FRAME ``1luulllE,,� - r s NOTE: GLASS CAPACITIES CN THIS SHEET ARE [� E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) - ATE OF '4(,� drawing no. AND FLORIDA BUILDING COMMISSION %� om°!•.•' W10-18 STD, MTG. RAIL H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 ����irI1IALI1111� sheet 2 0111 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XOX SIZES) (XOY SIZES) s lmn piyi g wlth tM Florida 1..- BuildingCodeVTG.RAM H.D.YTG.RAH. SM.RTG. RAD. H.D. WT•G. RAIL H.D. YTG.RAII. NOA-No. 17-0998.09GGSS TYPES OL9S TYPES GLSS TYPE GL93 TYPES CIA59 TIDES Eapirati-Data 09/22/2020FLANGE DIMS. HUCK DIMS. '1'k'LL','B'k'Bl' 'B'k'81' FLANGE DIMS. BUCK DIALS. 'A'YAL'.'B'K81' 'B't'BI' V k TV WIOTH HEIGHT WIDTH HECHT E7(T.(+) INT.(-) EXr.(+) INT.(-) Wm HEIGHT WIDTH MOGM EXT.(+) INT.(-) EM.(+) INT.(-) EXT.(+) INT(-) O74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 Q 0 106-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 90.0 108-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 90.0 65.0 65.0 WN 111' 110' 85.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 p C 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 BSO 80.0_ 90.0 65.0 65.0 C('j w 106-1/4' 38-3/8' 705-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4 38-3/8 105-1/4' 37-3/8' 65.0 65.0 50.0 90.0 65.0 65.0 V p ui m 111' 110' 85.0 65.0 80.0 90.0 111' 110' 85.0 65.0 80.0 90.0 65.0 65.0 �'C C n 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 60.0 90.0 65.0 65.0 0 a 108-1/4' 50-5/B' 105-1/4' 49-5/8' 85.0 65.0 80.0 90.0 106-1/4' 50-5/8- 105-1/4' 49-5/8' - - - - 65A 65.0 Z pJ 111' 110' 65.0 65.0 80.0 90.0 111' 110' - - - - 65.0 65.0 Q w 2 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 1 65.0 J O oo F L9. 108-1/4' 63' 105-1/4' 62' 81.6 61.6 80.0 90.0 106-1/4' 63' 105-1/4' 62' - - - - 65.0 65.0 `ZIm 111' 110' 80.0 60.0 80.0 90.0 111' 110' - - - - 55.0 65.0 O P U � C I 'n L ii...... � IJ v (1/3w) (1/3W) (1/3W) (1/4w) (1/ (I/4w) p w O ir N o pt ut�n OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 033 0 XOX' XOX' 3 0= �G9� U-M 14'TYP. BUCK DIMS K'TYP. BUCK DORS I BUCK DIMS y YFY o E FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME Q FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0, sl8 j - 0 0 ulm NOTE: 70682 GLASS CAPACRIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E130C-09 (3 SEC. GUSTS) OF •14-, Browing no. AND FLORIDA BUILDING COMMISSION OR•',{��� W10_18 STD. MTG. RAL H.D. M.TG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 ''i,S AL(��`�.` 11n1 IL711 sheet 2.l of 11 DESIGN [AAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED {w o n (XO OR OX SIZES) (XO OR OX SIZES) Ow Ns comply�"ng with the Florida STD.I(T6.RAIL H.D. IRG.PAH. STD. 111'6.RAD. H.DJIMG.. Roll. H.D.WI`G.RAH. OAl nq Code _ o -No. 17-098.09 GLAsa TTPLS cuss TIm CLASS TYPES ru TIPIS MASS]TIES lapiratioa Data 09/22/2020 Z r BUCK DIPS. 'AVAIL,YAbI' '8'k'Bt' BUCK MS. TWAI',VCR, '8'&'21, 'C'A'Cl' o Z WIDTH HEIGHT EXT.(+) 84T.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) iNT.(-) EM.(+) INr.(-) EXT.(+) INT.(-) By 0 25-1/2' 155.0 68.0 80.0 80.0 34-]�4' 85.0 BSA 80.0 80.0 65.0 BSA 111111-i-0. uc 36• 85.0 65.0 80.0 80.0 77-15/16' 25' 65.0 65.0 80.0 8010 65.0 65,0 52-1/8' �• 65.0 153.0 60.0 80.0 82-1/2• 65.0 65.0 80.0 BOA 6510 BS.o p t 73' 65.0 65.0 800 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 0 t 25--1/2• 65.0 65.0 80.0 80.0 7-15/1 37-3/6' 65.0 65.0 80.0 80.0 65.0 65.0 V p m 3d' 37-3/8' 65.0 65.0 80.0 80.0 82-1/2• 68.0 6510 80.0 80.0 65.0 65.0 a a o t 52-1/8• 85.0 65.0 80.0 80.0 54-3/4• 63.0 6510 80.0 80.0 65-0 65.0 O d ¢ q 73' 63.0 65.0 80.0 80.0 -15/1 49-5/6' - - - - 6510 65.0 C i rs1 25-1/2' 65.0 66.a eo.o BO.o 82-1/2• - - - - bs.o 65.o Q w N I� 'yQ• 36' 6310 65.0 80.0 80.0 U-3/4' 65.0 65.0 80.0 60.0 65.0 BSA I go j C 49-5/8• S 52-1 - 1 w b /8' 6510 65.0 BO.D 80.0 -15/18 62' BS.O 6SA Q wax F 73' 6510 BSA 60.0 80.0 62-1/2• - - 66.0 65.0 25-1/2' 690 65.0 80.0 BOA 36• 62' B5.0 65.0 80.0 80.0 ^ 52-1/6' 65.0 65.0 80.0 80.0 73• 80.2 Bot 80.0 80.0 (1/3W) (2/3W) � C of (1/2W) (1/zW) _ s; G CPERATING VENTS TO BE 113 OF THE WINDOW WIDTH p � 3 to N n n XO OR OX' 0; n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH s Z 4^ OXO OR OX' 5� � BUCK DIMS � e o a� FIN FRAME FIN FRAME .............. No, $I S ED NOTE:Ej GLASS CAPACITIES ON THIS SHEET ARE w E4 =' BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF drawing no. AND FLORIDA BUILDING COMMISSION MD. MTG. RAIL, H.D. MTG, RAIL: DECLARATORY STATEMENT DCAOS-DEC-219 4�sa4/ S '7 I oil L U`` sheet 3 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSR PRODUCT REVISED I��u 5 m (KOK SIZES) (KOK S17ES) -copl ne wtth the Flwlu. 1�1e- e IldlI STD.ATTG. RAIL H.D. MTG.BAD. SYD.am,BIR. B.D. MTC.RAR. H.D.1M. RAO. ,0A-f4o. 17-0816.09 ; CLASS TYTTS CLASS TIM CLASS TYPf9 CIAS6 TYM CAMS TYPE Expintba Dab 08/22/2020 BUCK DDIS. 'A'k'Al','B'k'Bl' 'B'k YIl' BUCK DIPS. '1'!'101','B'k'Bl' 1.k.1. Y.'Y'C1' WIDTH HEGHT DCT(+) INT.(-) EBT.(+) BR.(-) WIDTH HEIGHT EICT.(+) BR.(-) EXT.(+) INT.(-) EXT.(+) WQ-) eY ;2 L 73' 65.0 63.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 810 Miam 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 6510 6510 80.0 60.0 4S0 610 t� C 110' 65.0 65.0 60.0 80.0 110' 65.0 6610 80.0 80.0 63.0 63.0 p 7}• 65.0 65.0 80.0 80.0 73' 6510 6510 80.0 80.0 65.0 63.0 105-1/4' 37-3/e' 65.0 63.0 80.0 8010 105-1/4' 37-3/8' 65.0 65.0 190.0 80.0 65.0 6S0 V p�H 110' 610 6510 80.0 80.0 110' 63.0 05.0 80.0 80.0 610 65.0 d C C $ 73. 65.0 8510 BOX BOA 73' 85.0 6s.0 80.0 80.0 610 0.0 105-1/4• 46-5/8' as.o es.a 8010 00.0 105-1/4' 46_5/8' - _ _ _ 65.0 610 110' 65.0 63.0 80.0 00.0 110' - - - - 65.0 65.0 LL 73' 6100 65.0 80.0 BOA 73' 55.0 65.0 00.0 80.0 MID 05.0 106-1/4' 6Y 61.6 61.6 190.0 80.0 105-1/4' 62- - - - - 63.0 55.0 Q W 110' 60.0 60D 00.01 80.0 1 110' - - - - 63.0 610 J C � R W (1/3W) (I/ (1/3W) �5 (1/4W) LA roo DX-N$O$ OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH OPERATING VEn'S TO BE 1/4 OF THE WINDOW WIDTH e 3 n - v°3 R 'x0x' x0x• c Z 3 0 _ o- 0 BUCK DIMS FIN FRAME c O 11 1 NIS FIN FRAME g 11111111 HHT�,,i t3 `�`��pl>•M i� o _ No.70582 NOTE: i a GLASS CAPACITIES ON THIS SHEET ARE E4W E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) of drawing no. AND FLORIDA BUILDING COMMISSION W10-18 STD. MTG. RAIL H.D. MTG, RAIL- DECLARATORY STATEMENT OCA05-DEC-219 �Tllllll`111� sheet 3.loT 11 J/6-ANN. GLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED 075'Interlayer .075'Interlayercomply 9 with the FleAda Io Saflex CP With PET Core Safi-CP With PET Core LIcIln9 God. of By'Ecstmon Chemical Co.' By 'Eastman Chemical Co.' N0A-4o. 17-0918.08 IsOR OR 3 090'Interi r 090•Into / Expimtlon Date 09/22/2020 0 z ar A 1 8'MEAT SfREN'D GLASS e, Safbx Clear And Color Glow Sane.Clear And Color pose ' N By 'Eaetmon Chemical Co.' B1''Eastman Chemical Co.' By Q F Z n - OR OR 075'Irllerl r Miam a Mct Control 6 I m o 090'Interlayer - .090-Interlayer sone. CP WW'O PET Core 0 H`�-n SentryGlaa S-tryGloe By'Eastman Chemical Co.' H BY'K—ray America, Inc.' By Kuraray America,Inc.' OR W OR OR 090"Inlerloyer .090'Interlayer 090'Interloyer SentryGlae V1 y Trosifol PJB Trosifol PVB BI,'K—my Americo,Inc.' Va By 'Kuroray Americo,Inc.' By'Kuroroy AmefKb, Irk.' C L M 1/8'ANN. GLASS 1/B' HEAT STREWD GLASS 1/8'HEAT sTREN'O GLASS 0 IL OG 0 4 SILICONE Ig SILICONE t SILICONE d'In Z O rt i CE 1200 m GE 1200 t@ GE 1200 IL w I�a S DOW CORNING 899 = DOW CORNING 899 j DOW CORNING 899 t _ Y1 i DOW CORNING 995 iN M1 j DOW CONNING 995 M1 DOW CORNING 995 $ w Q W W F r it I CC p O no C E n k ES EB AT 1/4 POINTS ON LITES X W7 AT 1/4 POINTS ON L1TE5 ' M7 AT 1/4 POINTS ON LITES e W n W M7 WIDER TF41N 36' pd3 WIDER THAN 36' W WIDER THAN 36' O g CLASS TYPE A. GLASS TYPE In, GLASS TYPE 'C' p��y (3 1WI- L'• 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS 5/16'NOMINAL LAM.GASS I C Ln s OSN o m 1/8'ANN. LASS 1/8'HEAT S1REN'D GLASS Nn n 075'Interlayer 075'IntMoyer Sanex CP With PET Core Saflex CP With PET Core t Z L,�- 'Eastman Chemical Co.' Ely 'Eastman Cheml al Co.' OR 090'Interlayer 090'Intedayer 1/8'HEAT STREN'D CUSS ryg Saflex Gear Md Color Glass Saflex Clear And Color Glans D{ C) 3 F By'Eastman Chemical Co.' By'Eastman Chemical CO.' OR OR 075'Interlayer 1/4'NR SPACE 090•IntMayer 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE �Eastex P W Chemical th PET e SenlryGlaa Sent yGIc- OR By Karoray America,Inc.' Ey Kuraroy America,Ins.' i 1/8'ANN.GLASS OR OR 090'Interlayer 090"interlayer 1/8'HEAT STREN'D GLASS-1 090'Intel yer 1/8'HEAT STREN'D%ASS SenbyGlas Troaifol PVB \ Troelfol PVB 8y'Kuraray America.Inc.' g� S By'Kuroray America, Inc.' By'Ku--y America, Inc.' o tp5 ggg o � ¢ 1/8'ANN.GLASS 1/8' HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS F SILICONE SILICONE SILICONE a GE 1200 Z m GE 1200 i GE 1200 W DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 , Y1 DOW CORNING 995 Y1 DOW CORNING 995 XL EDGE SPACER - XL EDGE SPACER XL EDGE SPACER o W ST. STEEL BY'CARDINAL' .I ST. STEEL BY'CARDINAL.' ! 4 ST. STEEL BY'CARDINAL' c a WRASEAL BY'OUANIX' a lX1RA5EAL BY'OUPIdIX' a WRASFAL BY'OLAANIX' ♦111\111 fYrr' ' OR O OR O OR O OR ♦♦♦ d '�� j, •L a ESI SUPER SPACER 13Y'DUANE( a E8 OR SUPER SPACER BY'ODANIX' a Ey SUPER SPACER BY'OUM1IX' R WM7 AT 1/4 POINTS ALL SIZES W 17 AT 1/4 POINTS ALL SIZES W M AT 1/4 POINTS ALL SIZES 7069Q a •^ ay, y GLASS TYPE 'Ai' GLASS TYPE 'Bl' GLASS TYPE 'Cl' 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL LNSUL. LAM. GLASS 0.70'OVERALL INSUL LAM.GLASS drawing no. (S.M.I.) IN ORDER TO OUALIFY FOR SMALL MISSILE IMPACT RATING Y •� EXTERIOR PLY OF GLASS TYPE'A7', 'Bi'_& 'C7' MUST BE TEMPERED. rf 111 IIIN sheet 4 of 11 TYPICAL HORS u�N� FLANGE & FLANGE ADAPTOR FRAME ley FOR SPACING 10 WOOD BACK TYPICAL ANCHORS SEE Ev. FOR SPACING ff------------------tl 0 m P J d •�'" EDCE'D-. I MAUI-DADE COUNTY APPROVED i h h MIAJJON k MULLION ANCHORS 1 (y I v EDGE "' rn • , 1 SEE SEPAMTE NCA I O O \ c S \ I I EDGE DIST. ' h v U z I Gliijl l/VV _ _____ _______ _ 1 yyuu t , 0ao< E7 TYPICAL ANCHORS 0 d t SPICAE ANCHORS SEE ELEV. C.¢Z 0 n SEE ELEV. FOR SPACING a W LL 6 t FOR SPACING LL Z.In_ t v0€0 S a 2 3/e'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -> AND TRANSFER THEM TO THE BUILDING STRUCTURE. ti e TYPICAL ANCHORS: SEF Elly.FOR sPAoNc � S a ^F2-3/8-YN. 1 N (Fu�177 KSL FY^155 KA) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0 � ��` 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O w 0 0 THRU 18Y BUCKS INTO CONC. OR BLOCKS v ����LLL 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILT/JAMBS) 0=N J 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o a c WHEN USED THE MN.MOOD BUCK' ; n O s DEPTH 5H41 BE 236'.THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS O .. a Y 0 ! DEEF-M OR NEVELm w000eucKs IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c Z,"' �W m a PERMITTED. �• 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 L`n 75 W 4 (GRADE 2 CRS O m v W E _m k �S' INTO MIAMI-DARE COUNTY APPROVED MULLIONS U W OR C_ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) y (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE i ALUMINUM: 1/8"THK. MIN. (6063-TS MIN.) i PRODUCT REVISED STEEL 1/8"THK. MIN. (Fy - 36 KSI MIN.) om9plying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNTED) o $ I Duildin CCaadde 17-0918.09 !s P t D I NOA-Na. TYPICAi EDGE DISTANCE c t t Expiration Data 0922/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. h i INTO WOOD STRUCTURE = 1' MIN. f e 1.6.'$ M9 I Miami-DBy a Product Con :NTO METAL STRUCTURE - 3/4" MIN. W2 1 WOOD AT HEAD.SILL OR JAMBS SG-OSS MW. o e d 0 3 W1 I t I CONCRETE AT HEAD,SILL OR JAMBS fC-3000 PSI MIN. n S t I C-90 HOLLOW/FILLED BLOCK AT JAMBS f. - 2000 P51 MIN. 5; 9 o a^c W LL o 9 wa i WEEPHOLES: © I O W1 = 1/4' WEEP SLO T AT 4-1/8" FROM EACH ` tt11tIIY ND WITH I W2 a 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ` y' 8 �SfS A. W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END yy , TYPICAL ANCHORS SEE EUV. drawing no. _ •'•. " PICAL ANCHORS .. • I 3>! I FOR SPACING OF TY �= W10-18 r' leY SEE ELEV. � � C"� i `. i' W000 BUCK FOR SPACING �DIST. Ay I r „ Ltt A sheet $ of I FLANGE & FLANGE ADAPTOR FRAME y�V 0 1/4'MAIC. BUWI CK DTH O_ SHIMS SHIMS 3 TYPICAL ANCHORS YEW WIDTH Vora WIDTH FLANGE ADAPTOR FRAME O_ FSEE� O O O 1/ Y TYP. 6 S n O N .,v Im c - 11/2 �i O Oar^ �a boa 1 �4. 2 WOOD 0 d O ft " i, _ _ R Vlmp 7-A..—SCREENS OPTIONAL .._.. :_-_-. .._.. .._.._.._.._.._.._.._.. W000 51Rl1CTU n a SWC c, A LL Z4n_ Q TBY 6 m woad SUCKS EXTERIOR XOX LAYOUT TYPICAL ANCHORS � SEE ELEV. FOR SPACING n MIAMI-RADE COUNTY m APPROVED MUL1gN �� C k MULUCN ANCHORS 1 A 1 SEE SEPARATE NOA �/ 'w^ BUCK M10TH BUCK WIDTH O ALTERNATE 0 rOr,SWEEP LOCKR �¢ _ _ 1 OPTIONAL TO SPRING LOCK O= f 1 LPpD r l 4, 0 II i C Z ii i 3 0 E4 SEE ELEV. FOR L At4OR FS SEE ESPACe4G O � t't' 1/4'MAX BUCK MOTH SHIM VENT WIDTH +b� TYPICAL ANCHORS O ' O © TYPICAL ANCHORS ° SEE ELEV. 1 SFE ELEV. FOR SPACM , _.v. FOR SPAC114G INTALIATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND ` .a R " /4' FLANGE ADAPTOR FRAMES. I 0 3 8 8 5 METALp STRUCTURE _ II ���JP" .... _SCREENS 1 -- PRODUCT REVISED i mplymq with the Florida Iffy Building Code 'J •�,,.`:F _ G EXTERIOR WOOD BUCKS NOA-No. 170918.09 - , r XO LAYOUT DCL OPG. fxpiratlon Date 09/22/2020 OF �• drawing 8 no. ° Mami-Dad SEE E. \_ STRUCTURE T \ METAL - EQUjII�AIi ML LEG FRAME iBY [4��2R SPAING TYPICAL -------------------- ------------------- SEE E FOR SPACING lAiAA-DAOE COUNTY APPROVED ULION k MULLION ANCHORS jIII�IDIST. SEE ELSEPARATE jI DIST. il NOA EO DS. L ----- --- - ---- QILIFQZ�Y p4N.zenV aa; {NWY O C E7 TYPICAL\ ,1 M1d S TYPICAL ANCHORS 0 LL o p SEE ELEV. SFOR SA61. O N N It a t FOR SPACING a w m 1L 2y-I°o EQUAL LEG FRAME CAN BE INSTALLED DIRECTLYINTO WOOD• CONCRETE OR METAL STRUCTURES TYPICAL ANCHORS WIntOUT THE NEED OF A WOOD BUCK o SEE ELEV. FOR SPACING 2 3/6'MIN. �I 1/4•MAIL BUCK WIDTH �� V SHIMS t PRODUCT REVISED '� n O mp C.d with the Florida --. Bullding Gude NOA-No. 17-0918.09 v z-3/B MN. E.ptratlon Date 09122/2020 o uj t t/s' o - - - Minim M¢t ntro N o � nS O .M n v3 0 W m � ' ,._. .._.._.._,._.._.._.._._.. WHEN USED THE MIN.WOOD BUCK d c Z� E,y o p DEPTH SWILL BE 216'-THE USE OF MIAMI-LADE COUNTY O_ DEEPER OR BEVELED WOOOBUCKS t5 APPROVED MULLION O " W 5E27 PERMITTED, k MULUION ANCHORS U p< E6 SEE SEPARATE NOA U—X t O BUCK WIDTH BUCK WIDTH � TYPICAL ANCHORS G G SEE ELEV.FOR SPACING w !I Fr--- Q I I C p C�F f I I o t E7 --ii I t U ji W, M9 I .._.._..-.._.,-..-.._..-.._.. .. WI B � .Y`L�TtU�LILTLT ��1 Ez 7�z MIA ,.4. * d' d \ r' 4 • I .TYPICAL ANCHORS EDGE i •.• :• .I� d •.� '� SEE ELEV. ,._.. U • >E OF Browing no.TYPICAL ANCHORS .'. .'.. 1 I FOR SPACING 18Y SEE:ELEV. ` WOOD BUCK FOR SPACING ' EDGE DIST. AL I. /111111\t sheet 7 of 11 O n 8 W D.L.OPG. EXTERIOR A � 0 P� t/2'MIN. .UO(HEIGHT 1/4"MAX. CAP 1/3'MAX. m GAP DE Zq c l� A 1 1/2' I o N N 9 v � O U) ?G i o s .. i I o O o Nionn a V) i ii I Z9 11 1111 O Ell 1ww.� 11 Y} I lig 3 d D s o O P '%� •'b- - a � f m trJ p H e6 7 �: T -'�� Q� z N m ram cc eT • � N 03 r0 111 11111 1 1� a 0404.1 03-21_10 rav s ons: SWNFL 120 ALUM HQF&SI=WN,(LMJ./S.yl) AL-FAROOQ CORPORATION a �adr. 1/Z•.1• E 04.10.13 N0 CIYNCE TN13 bI1EET ENGINEERS&PRODUCT DEVELOPMENT CGI Windows and Doors, Inc. 9360 SUNSET DRIVE,SUITE 220 00 F 03.13.13 NO CWWCE 7N6 SMO 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 O• ( b•3Yi G O3A2.13 REV.PER RFR COYY0113 (C.A.N. 9538 MIAMI, Fl. 33172 C p R 03.03.17 ERI CNAIEC[T116 3RFF1 TEL(906)2e..0. 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BY MIamF-Dad t., 'Control I E6 n o 8'0 8 HANDLE RAIL m 0 1. . *025 9 r' i- -'• __l�i\\ :-- 5015 A152.505 .085 TYP2505 65 M. 1nn1 1zI}E1 OF T7 ii. �Y owyt'3�n g9 no. 7.745 1.245 , D►.. �� W10-18 u FLAEt NGE FRAME JAMB (FIXED) FLUSH FRAME JAMB (FIXED) SASH RAILXED) Q m m n 7 • A Z D 3a 2CN'-.0 Fe --, Illitt,,• 03-26-to revs one: -- 5Q� Q 120 ALUM MORR SINMO MOR.(Lill/S.11.1.) AL-F RA OOQ CORPORATION' no a e5cn on — �eoM: t/2• t• E 01.10.15 NO CINNGE TNS 9RtT Col Windows Ond Doors, Inc. ENGINEERS r PRODUCT DEVELOPMENT r 4119 15 NO OMAKE TNS SNEO 9380 SUNSET DRIVE,SUfTE 220 T C 06A2.16 NO DUIIf.E TNS 51CR 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3596) n oe os n No c w of THIS 9iFf MIAMI, FL 33172 rEU(906)2646100 FA..t306>26] 976 E0 ey io (306)695-6590 FAX.(305)993-6502 L COMP-ANL W10-03CGI