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Home My WebLink AboutProduct Approval Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 floridawindo",anddoor.com Property Information Building Information Owner: Nannette Myers Wind Zone: 160 MPH. Address: 3548 Seminole Rd Exposure Category: D Fort Pierce,FL 34951 Minimum Building Dimension: 30 ft. Mean Roof Height: 20 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(psf) Pressure(psf) 1 End 111 63 7 38.3 -48.4 2 End 18 63 7 42.7 -57.2 3 End 72 63 7 39.5 -50.8 4 End 18 63 7 42.7 -57.2 5 End 37 38 7 42.7 -57.2 6 End 37 50 7 42.0 -55.8 7 End 37 18 7 42.7 -57.2 8 End 37 50 7 42.0 -55.8 9 End 37 18 7 42.7 -57.2 10 End 37 50 7 42.0 -55.8 11 End 37 18 7 42.7 -57.2 12 End 107 80 7 37.8 -47.3 13 End 37 38 7 42.7 -57.2 14 End 37 38 7 42.7 -57.2 15 End 26 26 7 42.7 -57.2 16 End 19 26 7 42.7 -57.2 17 End 74 50 7 40.1 -52.0 18 End 74 50 7 40.1 -52.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(20/7)Florida Building Code. Page 1 of 1 M IAM I•DADE MIAMI--DADS COUNTY,FLORIDA s 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.eov/economy 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the 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 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.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I I 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. 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, 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 MIAM16 E COUNTY Expiration Date: September 22,2020 1 111> Zf-11-1 Approval Date: November 02,2017 Page 1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNQTTED 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 02,20].7 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEWED) 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(D 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 5th 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. Produ t 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 511 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. 15-0512.05) 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-0080-0102r--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. Protuct 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®UItraclear, 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 6th 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 415-0929.13, expiring on 09/22/20. orge M. Plasencia,P.E. PrQduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-4 TYPICAL ELEVATION 111' BUCK W110'IDTH FLANGE WIDTH O o_ MAX. 5"MAX. m Z 6" 5'MAX. HEAD/SILL TYp. Nz O h 01 I MAX, �{ TW'• o'z Al MTG.STISTILE \ o °j n HEAD/SILL 9 - 9 f' -MTG. STILE — ; '�. •II I / I i I OQ+ O m V l II II II M G II 0' E 11 F it F F 7 a N g II 6 u 6 7 6 _ N. 6 /. O d O I'1 1 'y o_ ww a iT D / o N m f fl II \� e Y m i '° J •-1V II V Q W�LL_m W T -TT II II I a I I II m II O I 91 1 11 N I I �1 O c 1 � I / d. — FALSE MUNIINS AODL ANCHOR RE00. FALSE MUNTINS AD PNCHOR REOD. N (SURFACE APPLIED) 32 7/8" 32 7/8' AT CENTER OF ALL PANELS (SURFACE APPUED) 32 7/8' 32 7/8' AI CENTER OF ALL PANELS p I� OPTIONAL D.L.OPG. D.L. OPG. FIXED OR OPERABLE OPTIONAL D.L OPG. D.L. OPG. FIXED OR OPERABLE O Til ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS 10� 36 3/8' AT HEAD/SILL 36 3/B' AT HEAD/SILL VENT WIDTH VENT WIDTH C I_w AME � O O FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FR � m N�S M r p M M �3 E i n 110" Z BUCK WIDTH SERIES SENTINEL 120 �'o= 5 1/2• 13 5/16' ALUMINUM HORIZONTAL SLIDING WINDOW v o MAX. 5'MAX, MAX' FIc HEAD/SILL I Typ. HEAD/SILL mi DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O -MTGSTI . LE '��o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED g •IF as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code NOA-No. 17-0918.09 OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI-DADE COUNTY n APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Fxpimtion DaLe 09122/2020 IN BETWEEN. w LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Miomi o Produet Control §6 B Ea ii g ii 6 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � N c2 a p "F1 REQUIREMENTS CF THE 2014(5TH EDITION)/2017(6TH EDITICN) FLORIDA LAMINATED GLASS \_ o II BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). " m N= INSULATING LAM. GLASS � e m cYi ,o v DESIGNED BUILDINGNDDl1C IN TALL�STRUCTURE TO TRANSFER APPLIED PRODUCT 1BY OR 28Y WOOD BUCKS& CK LOADS LARGE MISSILE IMPACT °o THE o m n SMALL MISSILE IMPACT _T ii v ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE ',�-_l' i;'LI - Eltlll1171111j B2 II MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. B 1 II A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. :�\ S.J "•"E, m •� ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT z .7 - E` COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 9W-L MEET THE FALSE MUNTINS REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE k ADOPTED STANDARDS. (SURFACE APPLIED) 32 7/e' 32 7/8' :• ` OPTIONALHIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION D.L OPG. D.L.D.L OPG. FOR A SITE SPECIFIC PROJECT.I.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY ®', OF E!/� drawing no. 36 3/8' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR •',A' �pP,= \� W10-18 VENT WIDTH WATER INFILTRATION RESISTANCE ETC. 'i�3'S+"'••' FIN FRAME CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ` sheat 1 of 11 AND TO BE REVIEWED BY BUILDING OFFICIAL. 111 l I I f 11 62" 63" BUCK HEIGHT FLANGE HEIGHT n yp� SB 1/2" �Z 58 1/2' D m m VENT HEIGHT m m VENT HEIGHT � D c 55 3/4" x o c 55 3/4' x ci8 D.L OPG. �t u, v D.L. OPC. F \ 2 WN N F' F-- F F Ea o I I � I II II II � II II Imo-, II II �, � Np 11 II Np p p ii -A\ m _ u °: ------II II ii ii a it ii N II m� •ro3 II m� O \ \ /4- f sa F \\� xAuor 4 0-oA € 4 •pA� m rg, 000 �m �F, p 1r MAX. 4e s 1/2•MAX. N MAx. JAMBS JAMB JAMBS JAMB CORNERS CORNERS 62" ti FLANGE HEIGHT c L 58 1/2' n I'{ VENT HEIGHT oC55 3/4" 8 D.L.OPG. X N F = it it m+l 1 II / 3•c� � p c w� L" ii it Ii It n CIIi [y " e II It m ami 0 0 e W �c ---- w IV O My =_= G N am N OD o0 8 N PD IL v I I uz �• a�L' Fgmoa F pp v. fn MAX. JAMBS JAMB CORNERS ' ,1j1111111111\\` a mte: 03-29_10 revisions' SERIES SFHIIHFL 120 ALUM HORIL SUDIING WDW.(LMJ./SNl) AL-FAROOQ CORPORATIONp n0 a e eSCfl on ENGINEERS&PRODUCT DEVELOPMENT £ CGI Windows and Doors, Inc. GP �� 93805UNSEf DRIVE,SUITE 220 pI 10100 N.W. 25TH STREET MIAMI.FLORIDA 332.73 C.A.N. 3538 eri M: C OS.OS.10 ftEV.PER RER CONMENfS C 06r H ()9.05.17 NO CHANGE TMS SHkfT MIAMI- FL. 33172 TEL(30284810() FAX.(305)202.6978 —. P Nk by TEL(305)593-6590 FAX.(305)593-6592 COMP—ANL�W70-03CGI ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �� n XO OR OX SIZES) (XO OR OX SIZES) PRODUCT REVISED Rq o ( ) as comp)yying with the Florida rtl o SID.MTG.RAIL H.D.MTG.RAIL STD. MTC.RAIL H.D.MTC.RAIL H.D.MTG.RAIL Building Cade NOA-No. 17-0918.09 Z m r 3 GLASS TYPES GLSSS TYPES GLASS TYPES GLASS TYPES GUSS TIDES 0 y m z FLANGE DIMS. BUCK DIMS. TVA1',TV111' 'B'k'B1' FLANGE DIMS. BUCK DIMS. 'A'k'AS','B'k'B1' 'B'k'B1' 'C'k'Ci' Expiration Date 09/22/2020 7� "� WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) (+)INP.(-) WIDTH HEIGHT 'WIDTH HEIGHT EXT.(+) INA.(-) EXr.(+) INT.(-) IXT.(+) INT.(-) By Q a 4 n 26-1/2' 25-1/2* 65.0 65A 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90,0 65.0 65.0 Mlam-Da educt Gontrol 37' 36' 65.0 65.0 80.0 90.0 8-15/16 26' 7-15/16 25' 65.0 65.0 80.0 90.0 65.0 65.0 0. W H 53-1/8' 26' S2-1/e" 25" 65.0 55.0 60.0 90.0 83-1/2" 82-1/2• 65.0 65.0 80.0 90.0 65.0 65.0 1%O t 74- 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 ti y F 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 8-15/16 38-3/8' 7-15/16 37-3/8' 65.0 65.0 80.0 50.0 65.0 65.0 C 7 m 37" 36' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 I h O< S 38-3/8' 37-3/8" G p 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 1 55-3/4' S4-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 aI - 74' 73 65.0 65.0 80.0 90.0 8-15/16 50-5/8' -15/16 49-5/8' - - - - fi5.0 65.0 O q 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - - - - 65.0 65.0 37' 36' 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 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 8-15/16 63' 7-15/16 82' _ _ _ - 5.0 65.0 Q w m F 73' 65.0 660 80.0 90.0 83-1/2' 82-1/2" - - - - 65.0 65.0 0 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 " 37' 36' fit„ 65.0 65.0 80.0 90.0 53-t 8" 52-1/8' 80.0 90.0 c 74' 73' 60.2 602 80.0 90.0 n (1/3W) (2/3W) W G o n O� O � (1/2W) (1/21'1) N LL Ox G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH h 3 NM 1 'XO OR OX' v 3 n N C Z Ei OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 0 3 a BUCK DIMS 14 TYP. BUCK DIMS BUCK DIMS F" o HB a�q�qo� FLANGE FRAME EOUP� LEG FRAME FLANGE ADAPTOR FRAME s U r FLANGE DIMS _I FLANGE 01M9 P P FLANGE & FLANGE ADAPTOR FRAME m EQUAL LEG FRAME g vow vo.70_ a a `•. = a o NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ATE OF =dfj�� drawing no. AND FLORIDA BUILDING COMMISSION ',�+ •• oit�OP.•'�� W 10-1 8 STD. MTG, RAIL: H. E4D. MTG, RAIL: DECLARATORY STATEMENT DCAOS-DEC-219 L DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED �� n (XOX SIZES) (XOX SIZES) Bu11dOImBplying with the Florida c STD.MTG.RAD, D.D.MTG.RAM STD.MSG.RAD. R.D. MTG. RAD, D.D.MTC.RAM NOA-No. God 17-0918.09 z m n 3 GIASS TYPES GLASS TYPES GI.S$TYPES Gr 1YPFS GIA55 TYPES Expiration Date 09/22/2020 Q F e m z FLANGE DIMS. BUCK DIMS. 'A'&'Al','B'&'BI' 'B'&'Bl' FLANGE DIMS. BUCK DIMS. 'A'&'Al','B&131 'B'&'B1' 'C'&'CI' By Z `D N WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) WIDTH HEIGHT WIDTH HOGHT EXT,(+) INT.(-) EXP.(+) INT.(-) FXT,(+) 1NT.(-) Miami-Da roduct Control a 5 1^ 74" 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 ix O p o 106-1/4' 26" 105-1/4" 25' 65.0 65,0 60.0 90.0 106-1/4• 26' 105-1/4' 25' 65.0 65.0 80,0 90.0 65.0 65.0 1 Cryi 0 117" 110' 85.0 65.0 80.0 90.0 111• 110" 65.0 65.0 80.0 90.0 65.0 65.0 p 74' 73" 65.0 65.0 80.) 90.0 74• 73' 65.0 65.0 80.0 90.0 65.0 65,0 106-1/4" 38-3/8' 105-1/4" 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 BO.0 90.0 65.0 65.0 p to 111' 710' 65.0 65.0 80.0 90.0 711 110• 65.0 65.0 80.0 90.0 65.0 65.0 a C 17:M o 74' 73" 65.0 85.0 80.0 80.0 74' 73" 85.0 55.0 80.0 90.0 65.0 65.0 Q a O .1 I O��vrc � 106-1/4' 50-5/8' 105-1/4" 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8" 105-1/4' 49-5/8' - - - - 15.0 65.0 �1000 N 111' 110' 1. 65.0 80.0 90.0 171' 110' - - - - 65.0 65.0 Q W 7 6 �Z N:o 74• 73" 65.0 65.0 00.0 90.0 74' 73" 15.0 65.0 80.0 80.0 65.0 65.0 ,U f 706-1 4' 63' 105-1/4' 62' 61.6 61.6 80.0 BO.D 106-1/4• 63' 105-1/4" 62" - - - - 65.0 65.0 Z M g w A W E S F 111" 110' 60.0 60,0 Ju 80.0 90.0 111' 110" - U C n +y: N L (1/3W) (1/3W) 0/3W) (1/4W) (1/2W) (1/4W) 0 r IZ I.7 0 r7 n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 J n C ZLL.b XOX' XOX 3 0 U' pa O 14'TYP. BUCK DIMS 75'TYP. SUCK DIMS SUCK CANS rr a I r o N W FLANGE FRAME EOUAL LEG-FRAME FLANGE ADAPTOR FRAME _ nMGE DIMS L FLANGE DIMS _I o FLANGE & FLANGE ADAPTOR FRAME i EQUAL LEG FRAME :mlo oIo 1 ES E2 � ., a :� ��.....• � � 5 e � I � 1 - N.70592 v` Q NOTE: :• GLASS CAPACITIES ON THIS SHEET AREj, E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) DP (U� drOwing no. AND FLORIDA BUILDING COMMISSION '/� S'• RAO!;••**C, M. MTG. RAIL: H.D. MIG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 /i�� `�� halnnlUl sheet 2.1 of 11 i. I DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY- PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SIZES) a complying with the Florida G Building Code STD.MTG.RAIL H.D.MTG.RAIL SLD. MTG.RAD. H.D.HTC.RAM, FLD,311'6.RAIL NOA-No. 17-0918.09 Cuss TYPES GUSS TYPES CIASS Trots G1ASS TYPES Cuss TYPES Expiration Date 09122/2020 p �� -' BUCK DIMS. 'A'&'AI','B'&'BI' 'B'&'B1' BUCK DIMS. 'A'&'AI',W&'Bl' '8'L.'B1' V&'CL' a Td WIDTH HEIGHT EXT.(+) INT.(-) F%T-(+) INT.(-) MOTH HEIGHT EM.(+) IFIL(-) IXi.(+) INT.(-) EXL(+) INT.(-) Mtam"i--Dad roduct Centro 6 g BY N o 25-1/2" 6s.o 6s.o 80.0 80.0 54-3/4• 65.0 65.0 80.0 80.0 65.0 65.0 O o o-1m V 36- 25. GS.0 65.0 Bob 60.0 -15/16 25" 65.0 65.0 80.0 80.0 65.0 65.0 a lu NW 52-1/8- 65.0 65.0 Bob 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 0:0 C 73' 65.0 65.0 BOA 80.0 54-3/4- 65.0 65.0 80.0 80.0 65.0 1 65.0 0 U3 y n 25-1/2- 65.0 65.0 80.0 80.0 7-15/16 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 V O w m 36' 37-3 8- 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 B5.0 65.0 G'nC.o Q N 52-1/8- / 65.0 65.0 80.0 60.0 54-3/4765.0 65.0 80.0 60.0 65.0 65.0 O 73" 55.0 65.0 80,0 80.0 -15/16 49-5/8- - - - - 65.0 65.0 K 2 O n 25-1/2" 65.0 65.0 Bob 80.0 82-1/2" - - - - 65.0 65.0 Q W�� m IL Z H:o 36' 49-5/B• 65.0 65.0 80.0 80.0 54-3/4- 65.0 65.0 60.0 80.0 65.0 65.0 1 ID�{ 52-1/8- 65.0 65,0 80.0 80.0 -15/16 62' - - - - 65.0 65.0 Q W M S 73' 65.0 G5.0 80.0 80.0 1 82-1/2' - - - - 65.0 1 65.0 0 25-1/2' 65.0 65.0 80.0 80.0 36- 62. 65.0 65.0 Bob 52-1/8' 65.0 65.0 80.0 80.0 73' 602 60.2 80.0 80.0 (1/SN) (2/3W) C m G � vLi o 1 00 [)W (1/2W) (1/2W) v N G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH � o Fn c XO OR OX' e 3: n 0 3 J m OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH c Z t1^ 'XO OR OX' 3 0 0 O BUCK DIMS IT. 4 o€�� 5 FIN FRAME o n c m•' FIN FRAME ` eW \\,,131111111 FS E21 �, �pD. AH fit: :YY_ m s NOTE: 9 e b GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ., OF �� drawing no. AND FLORIDA BUILDING COMMISSION FSTaD. MTG_ RAIL' H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-279 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF PRODUCT REVISED �� o (XOX SIZES) (XOX SIZES) as Building plyl ad (XOXthe Florida o SID.MTG.RAIL H.D.MTG.RAIL SID.MTG.RAIL H.D.MTG.BAH. H.D.HTG.RAIL NOA-N.. Ga 17-0918.09 Q 3 GL495 TYPES GLASS TYPES GLL99 TYPES GLASS TYPES GLASS TYPES °j E Expiration Date 09/22/2020 0 1- z BUCK DIMS. T&'Af,TV111' 'B'k'B7' BUCK DIMS. 'd'4'Al','B'8'81' 'B'k'Bl' 'c'k'C1' F wBy m WIDTH HEIGHT EXT.(+) INT.(-) EXL(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) Miami ad roduct Control Q ILS 6 p 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 85.0 O go-6 0 105-1/4" 25' 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 65.0 65.0 0" N 110" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 fe O C 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 0 O � 110" 65.0 65.0 60.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.00 It O C N 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 60.0 65.0 65.0 0 it Li H R 105-1/4" 49-5/8' 65.0 65.0 80.0 80.0 105-1/4" 49-5/e" - - - - 65.0 65.0 Q Z4^ 110" 1 65.0 65.0 80.0 1 80.0 110" - - - - 65.0 65.0 LL Z 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 55.0 1 d zmg I 105-1/4" 62' 61.6 fi1.fi 80.0 80.0 105-1/4' 62" - - - - 65.0 fi5.0 a W 012 110' 60.0 60.0 80.0 80.0 110" - - - - 65.0 65.0 0 \ D O J � � v LA (1/3w) (1/3W) (1W) (1/4W) (1/2W) (1/4W) 3 0 n i 0�i $ c c �N n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH30 C4 'O� N 'XOX' 'XOX' G 0`o C, g c)2m O BUCK DIMS e✓!i O FIN FRAME d FIN FRAME r9 s b LO e= „1111 f i l Y,7/ �?••VGBTdS�C •,O O1 No.70592 o a NOTE: GLASS CAPACITIES ON THIS SHEET ARE - E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF � droWing no. AND FLORIDA BUILDING COMMISSION '� ! •'� � W10-18 STD, MTG, RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ��. �'/� ��` '�Y�ff,I111111` sheet 3.l of 11 1/8"ANN.GLASS 1/8'HEAT STREWD CLASS PRODUCT REVISED ,., .075"Interlayer .075'Interlayer as complying with the Florida Saflex Saflex CP With PET Core Saflex CP With PEr Core Building Code c By'Eastman Chemical Co.' By'Eastman Chemical Co.' NOA-No. 17-0918.09 ^m 3* OR OR r 090"Interloyer 090-Interlayer 1/8' HEAT STREN•D GLASS Expiration Date 09/22/2020 O 2 n Saflex Clear And Color Glass Safi-Clear And Color Glass bb By'Eastman Chemical Co.' By'Eastman Chemical Co.' Miam" a roduet Control Q 2 `f a OR OR .075'Interloyer Q(p o 090'Interlayer .090'Interlayer Saflex CP With PET Core O N`•on, SentryGlas SentryGlas By'Eastman Chemical Co.' a N OR Kuromy America, Inc.' Byy Kuraray America,Inc.' OR D OR .090'Interlayer 090"Intedayer 090'Interlayer SentryGlas O N n Trasifol PVB Trasifol PVB V n 'Kumr By'Kuraray Americo, Inc.' ppr By•Kuraray Americo, Inc.' By ay America, Ino.' Or O 2 m a 1/8'ANN.GLASS 1/8' HEAT STREN'D GLASS 1/5'HEAT STREN'D GLASS a1N¢ t SILICONE Z SILICONE t SILICONE Ir Z O N z m GE 1200 z m GE 1200 i@ GE 1200 LL Z a1 m r�r DOW CORNNG 899 rn DOW CORNING 899 M DOW CORNING 899 \ M7 DOIW CORN NO 995 \ Mi .i DOW CORNING 995 \ MDOW CORNING 995 J Z In g N Q WON f �I a lk o . lj A. O O V C n W E9 Irl W EB n X AT 1/4 POINTS ON LITES ' AT 1/4 POINTS ON LITES ' AT 1/4 POINTS ON LITES W M7 WIDER THAN 36" W M7 WIDER THAN 36' W M7 WIDER THAN 36' O a O rJ GIASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE N 5 /16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS 5/16"NOMINAL LAM.GLASS C OF—N o n o, 1/B'ANN. GLASS 1/8"HEAT STREN'D GLASS BE rM'1 1 a 075•Interlayer 075'Interlayer I 'O 3 'n Saflex CP With PEr Core Saflex CP trth PET Core e Z�^ By'Eastman Chemical Co.' By'Eastman Chemical Co. 3 O_ OR OR O 090'Intedayer .090'Intedayer 1/8"HEAT STRENT GLASSU O Saflex Gear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co: By'Eastman Chemical Co.' OR OR .075'Intedayer 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE .090 Intedayer 1/4'AIR SPACE Saflex CP With PET Core SentryGlas SentryGlas R Eastman Chemical Co.' By Kuroray America,Inc.' By'Kuraray America,inc.' a 1/8"ANN.GLASS OR OR 090'Intedayer 090'Interlayer 1/B'HEAT STREN'0 GLASS 090'Intedayer 1/8'HEAT STREWD GLASS SentryGlas fi LL Trasifol PYB Trasifol PVB By Kuraray America,Inc.' By'Kummy America, Inc.' By'Kuraray America, Inc' a 6 9 a o 1/8"ANN.GLASS 1/8' HEAT STREN'D GLASS 1/8"HEAT STREN'D MASS SILICONE m SIIJCONE Z SILICONE GE 1200 GE 1200 i m GE 1200 ut DOW CORNING 899 DOW CORNING 899 N DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 s N1 DOW CORNING 995 :ala m m c O M7 t v M1 II v .i j G o c m r n XL EDGE SPACER it XL EDGE SPACER r I XL EDGE SPACER 4 ! ST.STEEL BY'CARDINAL' it 'i ST.STEEL BY'CARDINAL' 4 ST.STEEL BY'CARDINAL'OR OR OR O a DVRASEAL BY'QUANEX' ft DURASEAL BY'QUANIX' a DURASEAL BY'QLUNIX' ``t111�1L1�111�fry'','' o O OR O OR O OR ��1 !..... •r i W E9 SUPER SPACER BY'DUANEIC W E9 SUPER SPACER BY'QUANEX a Eg SUPER SPACER BY'OUAND(' S.'VGENSg'•;® % 1 j W N7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES _ 70532 o GLASS TYPE 'Al' GLASS TYPE 'Bl' GESS TYPE 'Cl' j 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAM.GLASS ®''•• F �� drawing no. (s.M.I.) ,,,1;' •...!P��Cs�� W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '131'& 'Cl' MUST BE TEMPERED. �r/LIL11 11tt� Sheet 4 of 1 1 TYPICAL ANCHORS ��n� FLANGE & FLANGE ADAPTOR FRAME SEE ELEV. ley FOR SPACING o7 WOOD BUCK TYPICAL ANCHORS SEE ELEV. __________ Z n 3 •a a FOR SPACING Z __________________7 y %d' " .EDGE.DIST. ' m 1 r T 1 mot .e d " M..MI-DACE COUNTY APPROVED I I q N .°-• 4 s E ' I I MUWON 3a MUWON ANCHORS N EDGE DISI. \�+ 3 yo • 1 = I I SEE SEPARATE NOA 1 Q f 2 mz0 IST. \N �I II ix00.�-.o c0.1 a 1 EDGE DIST. I I p _____ ____ _ _ __ IL W O 2 t O ---T __ _ - ___ _ 0 8 N p 0 pao< � E7SEE ELEV. 0110 TYPICANCHCRS TYPICAL ANCHORS p t I F E ELEV.ING FOR SPACING Q W N o �2—a/B'M—IN.-{ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 0 i I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM , I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. N i TYPICAL ANCHORS: SEE EL_TV.FOR SPACING 3 1 "\'F2-3/8'MIN. 4" CO 0' (Fun 177 KSI.Fy�158 KSI) c INTO 2BY W000 BUCKS OR WOOD STRUCTURES Q w 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a 4 j o THRU 1BY BUCKS INTO CONC. OR BLOCKS g In o -� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a=N c P, , 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) d o of WHEN USED THE MIN.WOOD BUCK 3 N M 0 x ! DEPTH SRALL BE 2%"%THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS o m P 0 PEEPER OR REVELED WOODBUCKS IS 1_1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �' -J F Iii m a m PERMfiTED1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o g W I ii F i1614 SMS OR SELF QRItLINQ_5QCRQEWMS (GRADE 2 CRS U o�kJ' !I >C ! INTO MAMI-RADE COUNTY APPROVED MULLIONS W OR O t � INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8"7HK. MIN. (6063-T5 MIN.) o PRODUCT REVISED STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3_3i 8 0 as comp)ying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c 6 BuildinCode o 6€ o tI E7 I .0A-N09. 17-0918.09 TYPICAL EDGE DISTANCE t Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. n INTO WOOD STRUCTURE = 1" MIN. a' MB I By W2-/ Miami-0 a Product control INTO METAL STRUCTURE = 3/4" MIN. t9 WOOD AT HEAD, SILL OR JAMBS SG = OSS MIN. c d o Wt I t I CONCRETE AT HEAD,SILL OR JAMBS f'c-3000 PSI MIN. h o$o Q F-6 I C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. m o W LL WVEEPITOLES: z I W3 i , © O W1 = 1/4- END WITH PLASTIC CEP OVER OVER T AT 4-1/8" FROM EACH \`` � ,',ii c W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACHENO . '' Y rn °,'. TYPICAL ANCHORS EDGE 19'd." ' ° ° ''�i SEE ELEV. %� OF TYPICAL ANCHORS T 9 I FOR SPACING F000UCK 1BY SEE ELEV.FOR SPACING EDGE DIST. ,Y7/III 1 ilt% t�`` sheet 5 of 1 FLANGE & FLANGE ADAPTOR FRAME 0 1/4'MAX. BUCK WIDTH 1/4"MAX o SHINS SHIMS Z VENT WIDTH VENT WIDTH h A TYPICAL ANCHORS FLANGE ADAPTOR FRAME A „ FORS PACWG O O O 1/2'TYP. S I^ CON�� U Ccs 11/2 0=y� o � 2 WOOD B K aJ c ••-SCREENS OPTIONAL .._.. :_-_. .:--_.. .._.. CZ 14 n IV WOOD STRUCK W as LLzy=oI JZ�� WOOD BUCKS Q la m f v XOX LAYOUT EXTERIOR TYPICAL ANCHORS D.L OPG. SEE ELEV. 3 FOR SPACING N MIAMI-OADE COUNTY V APPROVED MULLION &MUWCN ANCHORS d. O SEE SEPARATE NOA O n BUCK WIDTH BUCK WIDTH O g 0 ^ ALTERNATE ES E O pLd SWEEP LOCK T- OPTIONAL TO d E21 SPRING LOCK C 1 D 2 N rn Nom^ r i I se R p N n n i i 3o�V -- - - L --Jo 0 TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING O !Ile N 1/4'MAX. BUCK 110TH 1/4'MAX. o €F 6^ SHIM 1 SHIMS VENT WIDTH m i o i o TYPICAL ANCHORSO O G TYPICAL ANCHORS SEE ELEV. 1 SEE ELEV.. FOR SPACING 1 FOR SPACING v, INTALlATION DETAILS SHOWN ON PAGES 5 • „„e,. AND 6 APPLY TO BOTH FLANGE FRAME AND ° o 6 o o- --- °1. /a' FLANGE ADAPTOR FRAMES. Soo 8 II m 0 w o x STRUCMETAL E3 TURE SO - - �-.._ _SCREENS OPTIONAL .._.._.. :_- _-+_. �:._.,,.:-_-:_:. � _• .� `. r 11 -- PRODUCT REVISED _ I as complying with the Florida EG EXTERIOR w WOOD BUCKS NOA-No..y uIldi. D�o 17-0918.09 T Es _ XO LAYOUT D.LOPG. 1 a o' Expiration Date 09/22/2020 '® EOF :�Q!/�� drawing no. Miami-0addnet Controll�t,,,\\\\ Lsheet 6 of 11 TYPICAL ANCHORS METAL n SEE EIEV. \STR.IICTURE EQUAL LEG FRAME 1BY FOR SPACING w l\q OI WO011 BUCK TYPICAL ANCHORS r-------------------- . <': I .. " SEE ELEV. m I r___________________I I 3 ;^d a 'd; ��.. FOR SPACING I I MIAMI-DADS COUNTY APPROVED I I z w ° ' a EDGE DIST.' $ s s I MULLION&MUWON ANCHORS i O k dz E i I SEE SEPARATE NOA IST. m I EDGE I I S Z n a \ 3 \ 1 DIST. I a Z 6 0 7 -7 `:.; 11 U . II 11 OjO�.V V LL____-____- + 9- --_�J d N - -T W E3 (yO2m o T E7 \ TYPICAL ANCHORS TYPICAL ANCHORS Oo 1,SEE ELEV. D Q S FOR SPACING FOR 5?ACING C Z p n I I W' SEE ELEV. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY r' n$< - INTO WOOD, CONCRETE OR METAL STRUCTURES Q w m f TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. o SEE ELEV. FOR SPACING -' 1/4'MAX- BUCK WIDTH - C 1 SHIMS I PRODUCT REVISED as complying with the Florida Building I Coda NOA-No. 17.0918.09 '^ 0 2 O t5 it 2-3/8'MIN. Expiration Date 09/22/2020 p w I 11 By o _ - ` �� Mlam a ro not Control ON m a - �� O x° . _____ 0 A WHEN USED THE MIN.WOOD BUCK ziE c zj L•'' a �' DEPTH SHALL BE 236'.THE USE OF MIAMI-DARE COUNTY DEEPER OR BEVELED WOODBUCKS I5APPROVED MUON - M W °j PERMITTED. I &MUWCN ANCHORS 005 E6 SEE SEPARATE NDA Til U O it •Q BUCK WIDTH BUCK WIDTH TYP7FORSPAC7ING-\ G G j, SEE F1EV. I I aY W ' it o t E7 I II -- ' 'ITU PART 9 QUANTITY DESCRIPTION MATRIUAL MANP./SUPPLIER/REMARKS �� n El CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 60fi3-T6 CCI EXTRUDER as com Iyln with the Florida o_ Building Code E3 CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No. 17-0918.09 Z g m Expiration Dale 09/22/2020 E4 CGI-103 - MEETING RAIL 6063-76 CGI EXTRUDER ~ °e'W � n E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDERBy Q 2 N E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER Ml Miami-0ad duct Control E.7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER ( 0 N E8 CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER a O E9 CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER C u W r DO CGI-109 - FRONT FLANGE ADAPTOR 5063-T6 CGI EXTRUDER V G W N Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER 0'C M o E12 CGI-115 - IF FRAME JAMB O FIXED CLASS 6063-T6 CGI EXTRUDER Q E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER NV�¢ ro ¢ O n E14 CCI-139 - TF FRAME JAMB 60(33-T6 CGI EXTRUDER E15 CGI-140 - 1'MUNTIN 6063-T5 CGI EXTRUDER .J a Q E16 CGI-141 - 2.5'MULLION 6063-TG CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q W(A f E18 CGI-114 - SILL SNAP IN 6063-TS CGI EXTRUDER E19 Cq-115 - SILL FILLER 6063-T6 CGI EXTRUDER s F20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER = U m E21 CGI-117 - HD LOCK RAR 6063-T6 CGI EXTRUDER A E22 CCI-138 - TF FRAME 581 6063-T6 CGI EXTRUDER � E23 CGI-109 FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER O Lu M1 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - O N M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - c L0 M3 CGI-112 3'0 ANCHORS EQUAL LEG COVER SHIM PVC - O=N o Ma - 0.700'X 0.040'BEAD GE7200 SILICONE/ SILICONE GE m N^e N MS - 0.700'X 0.040'BEAD OOYJ 995 SILICONE DOW r p N7 n M6 - 0.700'X 0.040'BEAD DOW 899 SILICONE DOW C Z LL^ M7 - 2/LITE SETTING BLOCK EPDM DUROMETER 80,15 SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - 0 M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. i M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN U13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANDLIFT BLOCK NYLON M&M D... MIS - OPTIONAL RETICULATED FOAM 30 PPI MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 1 PER WD. CNA LOCK ZINC TRUTH OR EQUN. W18 CCI-132 2PER WD.2' SASH STOP PVC PROTOTYPE MIS CGI-111 0 FR HEAD SCREW COVER PNC PROTOTYPE W20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M I M22 - VARIES H-FUO WEEP COVERS PVC AMESBURY OR EQUNd L c o 0 0 S 1.12181 S2 - 2 OR 3 PER CORNER 10 X 1 1/4'LG.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S3 - 1 1/4'EMBED. P 8 X 1 1/2'LC.PHIL PH.SMS, FIN ANCHOR SCREW - S4 _ 4 PER WD. 8 X 1/2-PH.SMS.ST/ST BALANCE BRACKET SCREW 55 2PER WD. #8 X 1'LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - ��`�� '�� m •! ):VcENSF••-• S6 - - it 6 X 1/2'LG.FH.SMS.0 CGI-133 &CAM LOCK S8 - a CM.RAIL 10 X 4'LG. PHL.PH. SMS. ST/ST.ASSEMBLY MEETING RAIL S9 2 PER ANTILIFT 10 X 5/8'LG.PHL PH.SMS. SE/ST.ANSCREWFT SCREW S ECF !yam drawing no. W10-18 IIIlit 11 sheet 9 of 11 2.4407 i--2.440 2.113 -1 .490-{----{ �( 065 I I .120 @9 E5 I I I.015 7- o I 050 TYR .705 050 TYp. ,.55D 2.101 O65 1.301 1.60, .065 1.301 7.680 .864 864 O w e 2846 TYP. 2.349 TYP. 1.220 1.007 Q C 5 n O .os0 O 5/16" GLAZING BEAD � .700" GLAZING BEAD.065 '0%O o�,o � 1.395 d E N n 1.155 -•� 7.155 • m C ff II II 1.449 � 1.015 F- 1.015 F- 1.368 .745 E11 NAIL FIN ADAPTER 1.395--y Q C�=7 707 OEIS F3 E4 � 180 •293 0'O 2 m o FLANGE FRAME HEAD O FLUSH FRAME HEAD MEETING RAIL 1.496 -{- '�5 a o Q .DSOJ .D6D ® O yg 1.015 p- 7.075 p- 1.7� 1.413 2 O �y 1.740�•I 7.140 Tom• M3 M2 �i Z O F I7� 22.1 7255 O FLUSH FRAME COVER O SCREW COVER J o m a �1 1.015 Q�iiAfr L I 0 1220 IL Joi-I ^ 4.430TYP. 3.930 065 V 2885 3.785 TYP. 1.043 v C 7 3.685 2.885 - m OLOCK RAIL E19 SILL FILLER g �i N ._9II1I. 88- 0 W 1.45D � 180 d V�i7 g G F-2.440- L2.4.443 �"1 2.310 c 0 N O FLANGE FRAME SILL OE2 FLUSH FRAME SILL t.Dt5 055LL `�7 2.737 C, 2.737 O F13 FLANGE ADAPTOR 3 0 o_g 1.043 .065 065 O U F TYP. TYP. CZ1 O i ALT. LOCK RAIL 2.505 2.613 2,505 2.613 1.892 .065 r7 n'p• PRODUCT REVISED `o_ 1.000 991 .500 .991 III,�G�� ,�.1II 2.195 as cc mplyln9 with the Florida ad. w U Building Cy3 g i 3.237 2NOA-No. 17-0918. .737 1.015 09 0 O F�cpiration Oat. /2212020 --g a, 1 1 E2D E14 FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) ;n BY ., r .871 I� .871 ice- 1.043 Mlaml-Dad roduet Control o d o'o li I �^oo-o E6 HANDLE RAIL '�o W t o S 1.0 255 r,:: -V =-'t�r i�`•.�`¢'`�.S Y1:11V1O1•1�TER1,EN/I1�OO1�PIF�I........../•2.505 2505 . . 065TYP. 1.015 1.015 5 id-dl raws. ng$a no. 1.7 .245o jE W10-18 Et2 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL Oj�� `` jl� sheet 0 of 7 L i m z 1\ 7 o 1 •� N N Li '•! 3 W 9 Z. �f P;00 titlt I!)tlltJ 3 p 'y 600 03 3v s -0— os zs-to rents ons: $Q L 120 ALUM}�'RiZ.SLIDING TO.(LX/S.YJ.) AL-F'AROOQ CORPORATION no 0 e escrlP 1011 ENGINEERS&PRODUCT DEVELOPMENT J.p j �� stele (z•�1• E a.1o.45 NP clw+cE THIS SHEET CGI Windows and Doors, Inc. 7FJY J s3eosUr(sEroRsve,sUrr> 2aa F 08.19.151 NO CMNCE TmS BEET 10100 zW, 25TH STREET MIAMI,FLORIDA 38173 T dr,ly. 0 05.02.18 NO CHANGE THIS SHEET (C.A,N. 8S3B) N 09As.iT NO CKMME TICS SHEET MIAMI, FE. 33172 ZEt-(908)284$100 FAX(306)282$878 ,': OD P chk Eya TEL(305)593-6590 FAX.(309)593-6592 COMP—ANL\W10-03601 Florida Building Code Online hftps://www..fl.o.r.i.dabuilding.org/pr,/pr appjtl.aspx?param=wGEVX... + . 'TTI M. acts Home L6g In User Regtstration Hot Toplcs; SybmR'Surcharge ; Stats.&Facts Publications ( FBCStaff i BCIS SRe Map Wks I Search ` a Product Approval ' USER:PubDc User .Product Approval Menu> .S Avoficat(gKLWi>'APPIication Detail FL'# 'FL17472=R3 Application Type RevlMon Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR'shall be reviewed and ratified by the POC and/or the Commission iffnecessary. Comments Archived Product Manufacturer Eastern Architectural,Systems Address%Phone/Email 16341 Domestic Ave. Ft.Myers,,FL 33912 (800)432-2204 Ext:4305 jfl esker@ea stern metal.com Authorized Signature James Flesher jflesher@eastern metal:com Technical Representative Timothy I Howd Address/Phone%Email 10030 Bavaria Road. Fort Myers,F4 33913 (800)432-2204 Ext 4314 thoard@easternmetal.corn Quality Assurance Representative Address/Phone/Email' Category Windows Subcategory Mullions Compliance:Method Certification'Mark or Listing Certification Agency Keystone Certiflcations;:_Ioc. Validated By Keystone Certifications;Inc. Referenced Standard and Year(of Standard) Standard Vear AAMA 450 2010 TAS201 1994 TA5262 1994 TAS203 1994 Equivalence of Product Standards. Certified By I of 2 4/13/2018,:.10':14 AM Florida Building Code Online, MipsWwww.goridabuilding,org/pr/pi_app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option A Date Submitted 02/14/2018 Date-Valfdat-ed 04/04/2018 Date Pernding'FBC'Approval. Date+Approved" .04/11/2018 I Summary of Products FL# Model,Numberor. arne escription 17472.1HVI HZ Clipped Aluminum Bay/Bow HVHZ.Clipped Aluminum Bay/Bow Mullion Mullion Llmits•of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 R3 C CAC EAS 622-10F; 4CAR.PD 'Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure:,N/A Instaliation'Instructions Other:See drawing set for mullion size,angle and design FL17472 R3 II PA-0004 S$201$-02-14.odf, pressure rating Verified By: Hermes R'Norero,P.E.73778 Created by Independent Thud Party:Yes Evaluation iteports FL17472 R3 AE PER5504SS 201'8-02-14 odf Created by Independent Third Party:Yes 17472;2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use, Certification Agency Certificate Approved,for.use'ln HVHZrYes. F►17472 k3 C CAC EAS 622-i01CAR PDF Approved`for,useoutside HVHZ:.Yes FL17472 R3 C CAC EA5'622402CAR PDE Impact.Resistant:Yes, FL17472 -R3"C CAC EAS-622-103CAR.PDF Design Pressure: N/A FL17472 R3' C CAC EAS 622-105CAR PDF Other:See,drawing setfor`fiulilon slier configurationand FL17472 R C CAC-EAS`622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Instailation Iinstructlons: FL17472 R3 II PA-000 55 2016-02-44 odf Verified;;By,:Hermes F. Norero,RE:73778 Created by Independent Third.Party:Yes Evaluation Reports FL17472R3 AE PER5505 SS 2018-02-14 i) Created.by Independent.Third Party:Yes Bads Hext rrnntact us::7601 a-ir Stone Road TailahasseeFl.X2399 Phone:850.487-16 4. The State of Flotfida1s,an WEED enl0byec-_4pyJipht 7riri7.ini3 Mate of Ftartda.-:::Pim st3$ement'::Ai•�essi�Tity Stak ment.::BCfund Statement Under Florida law,email addresses are public records;,U,you do not want your a-inaii address released in response to a public-records request,do not send electronic mail to this entity:Instead,contact,the office by phone or by traditional mail.ifyou.have any questions,please contact 850.487;1'395;•Pursuant'to Section 455.275{i},Florida Statutes,elleettye;octo2 er i,2012;scehsees:Icensed under Chaptee..455,RS.must provide the Department with an email address if they have one,The.emaas provided may beused for officlal communication with the licensee.However eman addresses are,pubtc record.. :f you do'not wish to -supply a personal address,please pmytde.the`.Department'with-ah ema4 address-whkh can be made iVagatile to the public.To deiermine tf you area aeensee under chapter'455,F.S.,please clicki=. Produs:t-Apprdvai Accepts;- 0'9�_95 R921 Creclit'Cckrd', .Safe I 2'of2 4/13/201.8, 10:14 AM 399 East Dania.B. 0 0BI-Vd. BUILDING' DROPS Suite 888 A Perfect Solution in Every Drop I Dania Beach i FL 33004 954.399.8478 PH Certificate of AuthorIzation:.29578 954.744.4 738. ton.tact@bUildingdrops.com Pro,duct E.valUatlon' Report Of Eastern Architectural HVHZ Clipped Aluminum Bay/BOW MUII'ions for- Florida Product Approval FL# FL17472 Report N o. 5504- .6th Edition (2017):Floeida Building Code- Method.- 1—A (Certification) Category- Window& Sub--'Category: Mullions Product: HVHZ 000d AlumMum Bay/Bow Mullions Material: Aluminum-.'6005-TS 9t 6063-T6 Prepared for: Eastern,Architectural Systerns 16.341 Domestic:Ave. Ft Myers,,K 35912 SS 0 Pre'pared by: 0 Here es F.,Norero, P.E. 7 Fibri' ,da Professional Engineer#73778 Date:02/06/18 Uj Contents: ........ .Evaluation.Repo:rt Pages 1-4. Dfgkiliy signed b H He'r.rn _y Hermes F Norero,RE. eN.'INUMM,_P.E. kiasoh:I am apprpyin9 thisdocument Florida No.73778 . 4 Date:201&02.14 15:46:AS-05'010. j BUILDING N;G D:ROPS FL#: FL17472 A Perfect-Solution in Every,Dropl Date: 02/06/18 Certificate of Author'iza'tion-29578 Report No: 5504 Manufacturer: Eastern Architectural Systems Product Category:- Windows Product Sub-Category: Mullions 6ompliance:Method: State Product-Approval Method 1a Product Names HVHZ Clipped-Aluminum Bay/Bow Mullions Scope: This is:a Product.Evaluation.Reportissued by Hermes F„Noreri- P.E. (FL#::73.778)for Eastern Architectural'Systems.based-on Method 1a of'the State of.Fiorida Product Approval, Florida Department of Business'and;Professional Regulation-Florida.Bullding.Commission. Hermes F. Norero, P.E:does not,have nor will'acquieefinancial interest in°the.company manufacturing'or distributing-the product or`in any other entity involvedn the approval process of the,product namedherein This.product has been.evaluated,for use in.locations adhering to the:6`Edit Ion (2017) Florida Building Code. See Installation Instructions';PA-0004,signed and sealed by Hermes F. Norero, P.E..-(FL,#73778)for specific use:parameters. Limits of Use: 1. This product.has-been evaluated and is Incompliance with the 6th Edition (2017)Florida - Building`Code;_includingthe"High Velocity Hurricane Zone'(HVHZ): 2. Product,anchors shalibe.as.listed and spaced as shown on details. Anchor embedment into substrate materialshall be beyond wall dressing or stucco. 3. When used in areas,requiringwind borne debris protection this:product complies with Chapter 16,,of.the l Edition,(2017).;Florida Building'CoOe and does'not.requite an impact resistant covering.;Individual window units must be impact rated where applicable. 4. Site conditions that deviate from`the details of,drawing PA-0004require:furthe'r engineering analysis by a'licensed engineer or registered architect. 5.. All configurations shown in.installation ibstructions PA-0004 have been qualified as required by Section.1,709.&6f,06 the 6t'Edition(2017) FBC: 6`. See Installation Instructions PA-.0004 for size an'd design pressi re limitations. Hermes F'.:Norero,P.E. Florida No.73778 Page 2.of I BUILDING DROPS FL#: FL17472 A Perfect Solution in Every"Dropgt Date:, 02/06/18` Certificate of kithorization:29578- Report No; 5504 Certification"Agency:; The manufacturer has demonstrated compliance;of products in accordance with the Florida Building Code for manufacturing underz Certif ca#ion Agency through Keystone Certifications;inc.,(FBC Organization#:CER1S2"3)." i Referenced Code Sections: 1.. 1709:8 of the 6"'Edition'(2017)FBC Referenced Data: 1, Product.Testing performed-by: Certified'Testing Laboratories '(FBC;Organization#:TST1577) -Report#:CTLA 3010w-4 Report Date:07/18/14 Report# CTLA 30"1OW=4A Report:Date:07/18/14 Report:-#:CTLA-3010W'5 Report-Date:07/18/14 Report#:CTLA3010W-5A Report Date:07/18/14. Report:#:CTLA.3010W-6 Report,Date-.'07/18/i14 Report#:CTLA 3010W-6A ReportDate:07/18/14. Report.#:CTLA-801OW-7 Report Date 07/18/14. Report,#;C-TLA 3010W-7A ReportDate:07/18/14 Report#:CTLA 361OW-10 Report,Date:09/22/14 Report#:CTLA 301OW-10A Report Date:09%22/14 TA5Reports Signed and Sealed by:Ramesh Patel,PE 20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:,CER1523) Hermes F: Norero, P.E: Florida No.73778 Page 3.of 4 BUILDING DROPS FL# FL17472 A Perfect,Solution in Every Dropl Date: 'No:,5 o Report`No:.5504 Certificate of Authorization:29578 installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate, use#14 Wood,Screw type wood`'frame anchors.of su,fficient'length`to achieve minimum embedmentof'1,50"iri wood framing. B. F.or concrete ormasonry substrate where one by(1X);non-structural,wood'bucking is employed,use'2/e diameter iTW Tapcon type concretescrew anchors of sufficient length to achieve.minimum embedment of L25"into concrete or masonry. C. ,For,concrete..or masonry substrate where w6od.:bucking is N©T.employed;use 1/4" diameter ITW Tapcon type-concrete screw anchors of.sufficient length to achieve minimum embedment of 1:25"into concrete,bf masonry. D:_ For,metal stud substrate,use 1/.4"Grade 5 self drilling screw type metal frame anchors of sufficient lengtkto achieve.a rninimum three threads penetration beyond metal structure. Refer to Installation Instructions(PA-0004)for anchor locations,.design-ioad.tables,and further details of the'instaliation requirements. Design Pressurec see drawn PA-000Q4 Iortnulliori desin .g_peessure to"tiles,mullion profiles,and installation details. g Hermes F.Norero,P.E, Florida No.73778 Page4 of 4 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM BAYIBC W'1111ULLIONS GENERALNOTES! .` 3.- THE PROOUCTSHOWNHEREINISOESIGNEDANp MANUFACTURED TQCOMPLY WITH THE 6TH-EDRI6N(20y71 r 3 �,W1 FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. ... APPROVED ACT PROTECTIVE SYSTEM IS NOT REQUIRED THIS 4. ADEQUACY OFPTME E'XIST'ING STRUCTURAL ONCRETE/MASONRY AND 2%ORANJING ASAM. DEBRIS REG&7N5,. IEPARA E INDNIDUAL UNITS ATTACHED TO MUWONS MUSTBE IMPACT RATED. UNDER SEPARATE— APPROVAL APPROVAL RESIST1NG SYSTEM{APABLE OF WITIiSTANDING ANO TRANSFERRING APPLIED PRODUCT LOADS7071i£ - FOUNDATION is THE RESPONSIBILITY OF THE ENGNEEROR ARCHITECFOF RECARD FORTHEP ROJECTOF moo INSTALLATION. VERTICAL MULL 5. 1%AND 2X RUCKS(WHEN USED)SHA4 BE DESIGNED AND ANCHO,REOTO PROPERLY,TRAN$FER Ali LOADS TO.THE, SIapH�� MULL STRUCTURE BUCK DESIGN AND INSTALLATION IS THERESPONSIBILIY OF THE ENGINEER ORARCHFTECT OF RECORD 1 SPAN•L,' FOR THE PROJECT OF INSTALLATION. MULLION 1, A ` 6. THE INSTALLATION DETAILS.DESCRIBED HEREIN ARE GENERIC AND MAY.NOT REFLECT ACTUIJT ALCONOONS FOR TYP. - SPECIFIC SITE..if SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, - - f00.NSEDAREAS.NHVHZA ETAS,ONFrEq SETIM,EPRODUCFAPPROVALL PREPARE TO E OB£TFtSTORUS£WITH AMI-bAVE FIIIMENiiti - - VERTICAL SPAN NED FROM MVRMWADERER V1�f1 M,1�: 7: MULUON&,CUP MATERIAL.ALUMINUM 600545&60634(AS NOTED)' B. MULLIONS MAY BE USED WITH ANY APPROVED:FENE5TRATION PROD(CT UNDER SEPARATEAPPROVAL 01 9. SEESHEETSS-9FOR INSTALLATION ANCHOR REQUIREMENTS FORSPEOFI[ANCHORING REQUIREMENTS,MULLION A ' CONFIGURATIONS,AND DESIGN LOAD CAPACITIES..' ANCHOR,CLIP,, A - .. TYP 3 ,. 10. SHALL BE PROTECTED IN ACCORDANCE WITH 6TNEDITION(2017)OFLO DA BURDNG CODE.0 UNRPiRAMING TYPICAL WON ASkMBw . - tY1 INSTRUCFIONS:: i 1- DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. TABLE OF CONTENTS - 2. CHOOSE A MULLION THAT PROPERLYFITS.THE FENESTRATION PRODUCT. ' 3. DETERMINE-WHETHER ASSEMBLY REQUIR£SON£-1NJtY 0iRTW0-WAY MUtLfONS: :.SHEET REVISION, SHEET:DESCRIP710N - ASSEMBLIES CONSISTING OF STACKED ORSIDE-VI-SIDE UNITS REQUIRE.USE OF., _ p - ONE-WAY MULLIONS. AS5 ,. - - _• I' 6EtiERAI N07ES,iNSTRUCiIONSANO ELEVATION MUEMBUFS CDNSRTING OFMULTIPLE UNITS MULLED TOGETHER WTIH - TIPLE,MU WOWS REQUIRE USE TWO-WAY MULLIONS' U W ONS- 2 = MUWONASSEMBLYAND MULUONI'AND CUP DETAILS • SEE$HEET7f 19 ASSEMBLY EXAMPLES: • IF ASSEMBL°YTYPE CANNOT BEpETER1vIINED.USETW6-WAYMUWON,CHART: 3 - - MULUONSECTIONS' 4: VERIFY.,..HAT MULLION pESiGNPRESSUR£MEETS OR EXCEEDS REQUIRED DESIGN - 4 - 22.50'MULLION OESIGN LOAO'TARLFS PRESSURE OF OPENINGUSING CHARTS ON SHEET5:4-6. 5 QUALIFIED CUP TYPESAFPEAR ON SHEfTS 4-6-NtULTIPLE ANCHOR 5 45-MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/0.1P COMBNI+TIDNS;WITHIN A.N bPENING ARE ALLOWED:.,, 6 4D•WWOWDESIGN LOAD TABLES b. MULLIONS SHOWN HEREIN SHALLBE USED LN A VERTICAL r BE U E D IN C HOWEVER,. HORiZONTAL`MUWONS ONDER SEPARATE APPROVALMAYBE USED IN GON1UNCTION .� MULLION ASSEMBLY AND WAD.EXAMPLESWITH MULLIONS SH'OWN HEREIN IN'ATWO-WAY;CONFIGURATIDN,. .: 7. THE LESSER ISESIGN PRESSUflE OF tV1UtUON OR FENESTRATION PRODUCT WILL;: GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING. ,`LLLLII IIIitjj REWlSI'DNS s tp�r F 0 r4�� ®`' Emste , Fsanawe�lusvw v ime,>,aesne.•a. 7 HVHZ CUPPED ALUMINUM 6XYJBOW MU WONS * * VERTICALAND HORIZONTAL.CONFIGUR'ATIONS GEN£RAL'AND.LN57AIIATION'NOT£S itt.^ m-D" 111171,—, On ., C P 2� 0 OS 13 TJH a iaweonFns x �,�. F' � C?� �� aummwx .scams: sevEarmAanrs Dgdady agned by Her F Norero,P.E.. �i� •� .�,�5� Sm 746118 6THED.WUrunnS 1 PA-000!1 N.T.S.. RCa50r1:'I.am ePPrOYvla Itlq dxumecrt 39E£AS .1J8 S3,t£i: (✓tY. DaW 2011ID2.14 15,5325-05`WN + er, on. oascwmrror.., ate, SOFT .. fEfq.'[4Ri 6 AUwIdb1AMN>we.i951D _ .. NOTE:USE(2)ANGLE CUPS PER -1 1.072" MULLION END.INSERTCUPS`. INSIDE MULLION '1.036"' - r—.. 1072" —� 8:125" 0.250" L-CLIP -MULLION 0350" `- �[\/ . &ANCHORS '" 0125"- 3.289^ q5. 3.604" 4.986" 22.5. OPENING SUBSTRATE BY OTHERS ® ® 0:125' 0:125" .- ® ® 22.50 DEGREE 45 DEGREE 90'DEGREE ® MULLION MULLION MULLION USE WITH CUP TYPE(S): USE WITH CUP,.TYPE(S): USE WITH CUPTYPE(S): r 'L-CUPS(PAIRS) L-CUPS(PAIRS) • L-CUPS(PAIRS) USE CLIP DEPTH-2=3/4" USE CLIP DEPTH-2-3/4" USE CUP,DEPTH=2-3/4" BAY MULL TOP VIEW(TYP:) 2.00W r 0.125" BAY/BOW MULUON 2.250.. �— o 0 = N' fV, INSTALLATION FASTENERS VARY,SEE NOTES '0,875"� `" SHEETS 4- -0,250" 6 ` o 4;000" L-CLIP 0 2" x 4"L-CLIP c ALUMINUM.6063-T6 SUBSTRATE VARIES;SEE NOTES c l-CLIPS SHALL BE USED IN PAIRS c SHEETS'A-b AT MULLION ENDS. ILIO'''' REVISIONS SFaceciuw�i svarr s �� ®-Eastern •° � L-CLIP ATTACHMENT(TYP.) o NOTE:L-CUPS MUST BE USED WITH ANY'BAY/BOW' 7 - _ rnF. HVHZCUPPEDALUMINUM BAY/BOW MUWONS MULLION TYPE.SEE SPECIFIC MULLION SHEET FOR VERTICAL AND HORIZONTAL CONFIGURATIONS DETAILS: = •b T = MULLION ASSEMBLY D AND MULLION ANCLIP DETAILS 11 �� wre ow.".en; vrtcvnamur 02/05/13 T1H wuomc onovs we �/�\' •••••r." Cry;� A "P— SULE, oE nwrronuaC[RRilCNO.Oi onwPA-0004 N.T.S. } f Aumo :ssre rerc aRr.:ar wa MM !"' Dare oes6uanw_ 2 OFJ i INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES Sfi£ETS,4-6J 2,1/2"MIN. (SEE NOTES SHEET$14 '° 3/4"MIN. EDGE DIST. EDGE DIST: CONCRETE OR ' CONCRETE OR ° ° MASONRY BY OTHERS a a q Q q MASONRYBY'OTHERS, CAULK BETWEEN 1/47 MIN. CAULK:BETWEEN .. CONCRETE/MASONRY&IX d• ° .q• EMBEDMENT CONCRETE/MASONRY 8 2X' 11/2"MIN. WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT ,1 X WOOD BUCK BY OTHERS 21 WOOD BUCK BY OTHERS MULLION CUP MULUON CUP TYP. TYP.. EXTERIOR L I INTERIOR EXTERIOR I. I. INTERIOR" II MULUON MULLION I I 7YP TYP: NOTE._ [g VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FOR ALL VERTICAL SECTION. C 3 HEAD-CONCRETE/MASONRY MULLION&CUP ASSEMBUES.SEE HEAD=2)(WOODBUCK` SIDE VIEW-VERTICAL SHEETS 46 FOR-ALLOWABLE MULLION SIDE Viol-YEknr-AL CONFIGURATIONS;SIZES'AND DESIGN. PRESSURES. EXTERIOR i I INTERIOR' I, MULLION' I I . I i l I ( MULUON CLIP TYP: °.:. ..q 'v. d q o il/4`MIN. a EMBEDMENT . eashrwwawecnsulavn�ucs PRECAST SILL ° ° t 1``�Ii1'IllUrrrr�' REVISIONS ;rgT� ur. ,. F. Eas>t`,ern BY OTHERS �.. O iii -w«v uwi caaancw�a. u ...u.+ rxnqus,er.u�x INSTALLATION ANCHOR ,% .•: +an w a m O , (SEE NOTES SHE&T " 21/2'n41N. 7 -_ HVHZ CLIPPED ALUMINUM BAY/BOW.MULLIONS EOGEDISTANCE * * = VERTICAL AND HORIZONTAL CONFIGURATIONS, MULLION S£CTIONS cym o m TJH02 OS 13VERTiCAt SECTION 3 SILL-CONCREMMASONRY SIDE VIEW-VERTICAL PGAa N.T.S. t r,uorotunudttonuau�cuinomaawouoMrzso..woxyav s m ... • S1tCLi: iit�". 01.7 rave an°r,at�'ei. "xo.xssxa sr maw oEser?tvna+ 3': MULLION' DESIGN PRESSURE LIMITS FOR MULUON:2ZS Deg.-ONE-WAY MULLIONS SPAN V TRIBUTARY WIDTH W(IN.), Go- AL ]8 24 30 36 42 48 53.125 54. 200.0. 200:0 =0 200.0 200:0 :200.0 200.0 '200.0 200:0 36 200.0 20Q0 200.0 2000 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 2=0 200.0 :200.0 200.0 200.0 2000 200.0 60 200.0 200.0 200.0 . 175.3 159.1 149.0 144.1' 143.5 141.6 ONE-WAY MULLION DIAGRAMS 72 179.3 137.2 122.6 969 86.2 7&9 74.6 74.0 70.8 0.250" 3.289" 84 112.1 85.4 69.6 59.4. $2.3 47.2 44.1 43:6, 40.9 96 1 74.8 S&7- T3,39.1 34.2 30.7 28A 2&0 26.0 208' 52.3 -34:6 321 271 23:6' 21.1 '19:4 -29.1. 27.7 22.50'" MULLION DESIGN PRESSURE LIMITS FOR MULLION:22SDe -TWO-.WAYM=ONS- 0.m„ SPAN'L' TRIBUTARYWIDTHW IN. _ (IN.) IB 24 30 36 1 42 46 153.125 1 5A 60 22.50 DEGREE MULLION W1+W2 24 200.0 200.0 200.0. 200.0- 200.0: 200.0 1 200.0 200.0 200.0 TRIBUTARY WIDTH= .36 200.0 200.0 200.0 200.0. 200.0 .200.0 '16755 MS 166.0 ALUMINUM 6005=T5 2. '48. '2W.0 200.0: 7200.0 200.0• 177.9 155.71 140.6 138k .124.5 ' a60 200.0 200.0' '18L3 1511 129.5, 113:3' 102.4 T00.79016... t_�JL_ 72 1749 131.116L9 .87.4 . 74.9 '65.6 59.2 58.3 SZ5' TWO-WAY MULIIOIV DIAGRAMS 84 110.1W-6 .66.1. 55.1 AZ2 '413 373, 36.7 33.0 96 73.8 55.3 .44.3 36.9 31.6 '27.7 25.0 -24.6 221 108 SL8 3&9 31.1 75.4 ..222 19A I7b. 1T.3 15.5 TABLE NOTES[: I 1. SEE SHEETI FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTAU1.TiON METHODS,&.CUP DETAILS.. '2.. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANDSOANS ISALLOWEO. 3. SEETHIS SHEET F,ORSPECiFICMULUON DIMENSIONS. 4. SEE SHEET 1F.ORSPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: a WOOD:#14 WOODSCREWS •CMU:1/4"ITW TAPCONS 1 ANCHOR CONCRETE 1(4".ITWTAPCONS- QUALIFI.ED ANCHOR CLIPS. METAL 114 SELF-0RILUNGSCREwS,(GRAOE S) 5:;- INSTALLATION SUBSTRATES: .W006 ANCHORS SHALL HAVE A MIN..EMBEDMENT OF 1-1/2'&,EDGE DISTANCE OF 1'..WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-11r.HOLLOW CMU SHALL 0 o p oBE MEDIUM WEIGHT CONFORMING TO ASTM C90. .'CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF'1=314"&EDGE DISTANCE:OF 2-1/2".CONCRETE-SHALL BE MIN:4000 P51. .METAL ANCHORS-SHALL HAVE AMI.N.(3)7HREADS PENETRATION BEYOND.;METALSTRUCTURE:,STEELSHALLBEMIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE'MIN.1/8"THICK ALUMINUM'6063-TS. L=CLI P ALUMINUM 6063-76 `11p211111"7 REVISIONS' �1- . +� �pmn"MUEUS£ INPAIRS F � T O a ",enanneno«vsaassmars. NOTE:SEE SHEET 2 FORSPEtIFtC;CUP tL S1 i '�"�^" °'"" t m.o x:n DIMENSIONS: �2�•• 7'- c') HVHZCLIPPED ALUMINUM'BAY/DOW MUU.IONS * *_ 'VERTICAL AND HORIZONTALCONFIGURATIONS '9T T 22S'MUpLIeevOi`wEoar. wie wnwnan 02 65 13 TJH auwmcaw�ywc saxie- i8xuantxn�LOE �i •^��XO '`�� PA-0004 N.TS.. F ! ;rvn:cluunm+no.zssm 3BE �]��ii.•33aE"EEi: REY: nWK rne1.ar.. nl""i'Kri.:mm er wrE -R?^oP 4 OF 7 DESIGN PRESSURE LIMITS FOR MULLION:45 De.-'ONE-WAY MULLIONS' MULLION . SPAN V TRIBUTARYWIDTH' ..IN. 18` 24 30' 36. 42 - 48 53:125 :54" 60 200 (0 24 200.0• 200-0 200.0• 200.0. -0 2 .0_ 200.0.. 20005. 1.072 36 2000: °200:0 "200.0 200:0' ;2OD:0 .200:0 '200.0 2000'. 200.0:.. ` 48 200.0 '200.0 200.0 200.0.:" :200:0 '2000 2000 .200-0. 200:0._ , 60 200.0 200.0 -200.0, 200-0 :197:2 174.1. '173.4 •171:1: n 200.0 165.8 136:1 1170, 104.2 95.4: :WA 89.4. 85.5 o.zSD^ 135.4 ,103:1 &1,1 7L7 63:2. 57.1 -53.2 52.7 49.5; ONE-WAv nnULLIOIVDIAG RAMS 96 90.3 68,5' S5.6 47.2 4L3 37.0. 34.3 .33.8 3L4 i(M 63.2 47.9 38.7 .32:7 28.5 255 '2314 23:1. 21.3 3.604" ,45". MULLION DE$IWORESSURE UMTS FOR MULLION:45 D2 TWO-WAY MUWONS - SPAN T TRIBUTARY WIDTJi'W'.(IN.) (IN'.) 18 .2430 1 36 1 42 48 1 5312554 -60 ,0;125' ,24 200.0 1 260.0 1200.0 200,0. -200.0 2000 200,0 200.0 -200.0 YA 36 2060 1 200.0 200.0 200.0 200.0. 2000 187.5 184.5'.. 166.0 VA 48' 2000 200:0 -2010 200:o 1n.9 155.7 140.6 13&4: 124.5 45 DEGREE,MULLION VA 60 2MO 200. 799.2 166.0 1423. 124.5 112.5 1107: 99.6: 72 .200,0 15&4 '126.7. :105.6. _90.S 79:2. :71:6, -704' "-63:4 :ALUKNLIM;6005-TSr:- 84. 133.0 1 '..99:8 79.8: 66:5 SZO ,'49.9., .45.1 44.3 39.9 '. 96 89.1. 66.8 '53.5` 44,6 38:2 . 33A 30.2 29.7 26:7 - _ - T1A10=1NAY MULLION DIAGRAMS _ 308 62.6 1 469 37.6 31:3 - 126.8 235 - 23.2` -20.9 188 TRIBUTARY-WIDTH 2: TABLENOTES: - 1. SEE SHEET 1 FOR_INSTRUCTION5 ON USING TABLES.SEE SHEETS 2-3.FOR TYPICAL INSTALLATION.METHODS&.CUP DETAILS., 2. LINEAR INTERPOLATION BETWEEN LISTED;WIDTHS:AND,SPANS ISALLOWED.. 3. SEE THIS SHEET FOR SPECIFIdMULLION.DIMENSIONS: 4. SEE SHEET 3 FOR SPECIFIC.CUPDIMENSIONS. S. ANCHOR REQUIREMENTS: WOODC.#14 WODO SCREWS CMU:1/4"ITW TAPCONS •CONCRETE 1/4 1T1N,TAPCONS. .METAL1 /4"SELF,'DRILUNG SCREWS(GRADE 5); 6. INSTALLATION SUBSTRATES: ' QUALIFIED.ANCHOR CLIPS WOOD ANCHORSSHALL HAVE AMIN.EMBEDMENT OF.1-1/2"&EDGE DISTANCE OF2".WOOD SHALL BEMIN' SG:=O.SS. HOLLOW CMU;`ANCHORS'$HALL HAVE A MIN.EMBEDMENT OF 171/4",&EDGE DISTANCE OF 271/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMINGTO ASTM C 90. -CONCRETE ANCHORS'SHALL HAVE A MIN.1MBEDMENT OF 1-3/4"&,EDGE DISTANCE OF 2-1/2",CONCRETE SHALL BE MIN:4000 PSI., - •METAL ANCHORS SHALL HAVE A,MIW(3)THREADS PENETRATION,BEYOND,METAL STRUCTURE.STEEL'SHALL BE MIN- 18 GA.((1:045"THICK)33XSI YIELD.ALUMINUM SHALL BE MINA/8"THiEkALUMINUIM 6063-75. L-CLIP REVISIONS ■dlu Ea a7teI ` ALUMINUM 6063-T6 iw�.�i�uneci;murEtrKnu�au»i vsC4rs "'MUST'BE USED IN.PAIRSCL NOTE:SEE SHEET 2 FOR SPECIFIC CLIP * 7 * HVH2 VERTICAL AND HORIZONTAL L CON W;RATIO NS VERTICAL AND HORIZONTAL CONFIGURATIONS DIMENSIONS.. `45' UIUON Il/ ale:GPA�rN BC vLPnatner O L P• �Q 02/05/13 T1H i �\;��` OMn9N NR. eG4E i8ff OEMK tO.-. PA-0004 .N.T.S. ,.+#S eun�omrniroiuN¢zssla ravc cixi.a. Kale�w.zus�e er wrE osscvmnai aEv 5 OF 7 i 1.072•, MULLION DESIGN PRESSURE UUM FOR MUUJON:.90 Deg.-ONE-WAY MULLIONS SPAN T TRISU(ARYWIDTH 1M(IN.) ,3.125" IN. 18 24 30 36 1 42 48 1.53,125 1 54 60 24 200.0 .200.0 2004- 200.0 200.0 200.0 200.0 =200:0 200:0 36 200.0 -200:0 200:0 200.0 240-0 21)04 200:0 200.0 2010 48 200.0 2DD.0 200.0 200.0 200.0 200.0 200.0 .200.0 200.0 60 200.0 200.0 ZOD.0 '200.0 200.0 200.0 2010 200.0 199.2 72 200.0 '200:0 200.0 184.6 167.4 155.7 148.6: '147,6 142.3 4.966" ONE-WAY MULLION.DIAGRAMS 84 200.6. .183:3 149.51 127.5 1123 10L5 -94.6 93.6 87.9 96. :160.5. -121.8 9&9 83.9 73:a.. -65:8 '60.9 602. 55:9 108 112.41 85.1 2 6&9_ S&2 50.7 45. .41.6 . '4111 3T.9 MULLION All. DESIGN PRESSURE LIMITS FOR MULUON:90 De� -TWO-WAY MULLIONS m TRI BUTARVWIDTH'W IN. 18 �24, 30 36 42 -48 53.125 54 '60 200.0 200.0 200.) 2000 -200.0 WILD 200.0 200.0 200.0 200.0 200.0 2000 200.0 -20D.0 200.0 -1875 1846 .166.0 90.DEGREE MUL:LION200.0 2011.0 200.0 200.0- 177:9 155.7. 1406 138.4 124.52004 2004 199.2 1660 1423 124.5 112.5 110,7. 99.6 ALUMINUM6005-T5 'MIO-V1/Ay MULLION DIAGRAMS 200.0 200.0 165.0 138.4 118.6 103.8 93.8 9121 83.0200.0 177:3 142-9 11&2 101.3 8&7 80.1 78.8 7D.9 3SB.4 11&8 95.0 79.2 •67.9 59.a 53.7 52:8 47.5 TRIBUTARY WIDTH= 001+002 J 108111.2 -83.4 66.7 SS.6 '47:7 4L7 37.7 37.1 33.4 2 J1 TABLE NOTES:: 1. -SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2=3 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATtONBETWEEN USTED,WIDTHSAND SPANS ISALLOWED., 3. 'SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS, 4, SEE SHEET 3-FOR SPECIFIC,CUP DIMENSIONS. 5. ;AN6bRREQUIREMENTS: •WOOD:,fl14 WOOD SCREWS, •CMU:1/4 HWTAPCONS- QUALIFIED ANCHOR CLIPS } coNcRETE.V4"mvTAPcoNs •METAL 1/4"SELF-ORILUNG SCREW$(GRADE 5) 6. INSTALLATION SUBSTRATES WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1=1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. 0 0: o o. -HOLLOW CMU ANCHORS SHALL HAVE A MIN,EMBEDMENT.OF 1-1/4" OF EDGE DISTANCE OF 2-i/2".HOUO W CMU SHALL BEMEDIUM WEIGHT EONFORMING'TO ASTM C90. -CONCRETE ANCHORS SHALL NAVE A MIN.EMBEDMENT OF 1-314"&E06E DISTANCEOF2-1/2".CONCRETE SHALL BE 'MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A fi2IW(3)THREADS PENETRATION BEYOND METAL STRUCTu E:STEEL'SHIA I BE MIN. 0 0, 0 0 :18GA.(0.045"THICK)33KSI YIELO,ALUMINUM-SHALL BEMINi`1JB"THICK ALU MINUM6063-T5. L-Cup ��Irer p /'� Et3T1.'NN/RCIIf�FC14tfUL Sv5fEL5 ,,,III II,Q/, REVISIONS EgSferJn �4msoeor ALUMINUM 6063-T6 X51 7�j � eAs�axuetAisrwtr f63¢I 06.t xMAL "MUST BE USED IN PAIRS ````RE" ,F. �iv� � neArlaxnsas3x NOTE:SEE SHEET YF-OR SPECIFIC CLIP DIMENSIONS. = HVHZCUPPEDALUMINUMBAY) MUWONS *= VERTICAL-AND HORI20NTAL CONFIGURATIONS 5 90.(MULLION oe�o+uw,+ar, CI•s- �p 1P• _�". 02 OS 13 7JH '••../....• ��`�� on"wcrAx srx�: y eumuxawimK xa x�em PA-0004 N.T.S. , ' a9a yq��ve s�Ler: atv: mrc a°ar,ariiiw`Im.22M -G OF 7 9 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION'ASSEMBLIES MULL ;SPAN MULL _ 'SPAN'L• VERTICAL MULLION MULTIPLE UNFT ASSEMBLY •W1• I ,�. IL VERTICAL MULLION MULL NOTES:, 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY,SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN: Z. IF THE LOADING TYPE`CANNOTBEDETERMINED_,USETW0=V miASSEMBLY, CONFIGURATION VALUE& VERTICAL IVIULLION 3. FENESTRATION'PRO�UCTSSHALL BEANCHORED ASAP_PROVED. HINGED DOOR'W/:SIDELITE REVISIONS _� E�smw aamEcnnusYe,E�rs o Easterr>rK . .tee- / - HVHZ-CUPPEDALUMINUMBAY/BOW.MULLIONS =* = VERTICAL AND HORIZONTAL CONFIGURATIONS T T ,� MULLION ASSEMBLY AND LOAD EXAMPLES 02 OS 13 TI - A-0004 N.T.S. ,w k va�o�n�na:;s P: 'eatcmwl.w wre 70F7 M1AM1-DADE 1vIIAMI-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.Qoy/economy CGI Windows an oors,Ine. 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 AHD(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSIVE IMPACT RATING: Large and Small Missile Impaet 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. 1f any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-i,E-2 and E-33,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MUNTY NOA No.17-0918.07 Miar!i•oan�cExpirationDate: September 22,2020 �..,e. �] Approval Date: November 22,2017 Page l � �r 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.10-0510.13) 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(D 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 23 8 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-Lip 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.Abra m, P.E. (Submitted under NDA No.10-0510.13) Man el ez P.E. Product Contr Exa iner NOA No. 7- 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t11 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 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. —30r Manuelerez Product Control Exapin r NOA No. 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 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 sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance. No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and'White) Glass Interlayers" 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 5t' 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 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — `.M.I. approved on. Q6/25/15 and expiring on 09/22/20. Manuel P e ,P.E. Product Control Eminer NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49' 48' 49 U c� FLANGE WIDTH BUCK WIDTH FLANGE WIDTH r TYPICAL ELEVATIONS o ^ D.L OPG. D.L. OPG. D.L OPG. I m o B'MAX. 18'MAK. B, m m 3 HEAD/SILL A 3 sHORTEA $ Al O k g" z CORNERS SIDES m s7 OU w ANCHOR SPACING SHOWN HEREIN APPLICABLE, :F �S �z TO FLANGE AND FLUSH FRAMES. F SEE SHEET 1.1 FOR FIN FRAMES. no :. 1 It I h m 1 II o C 1 II 3z II __ II O u u u u � $ u u V❑��jj II II II II II U D CC3 _-_-_-J1INIIIII------IIIrrIIIII--- C1 ---rIIIIIIII INIII IIIIII IIIIII Q0yT -aog o L 96" dti ------ Q/¢ZOitBUCK HEIGHT < O°d N Q w o ti D.L.OPG. IL Z JB . -1L 2�IQC _ILLZ. 7" - ------ I � � 11 fl � � II ii n J e•� _ � II II II II II II S/Q� � II II II II II II v II It a: II IIS - - n II a O1 , II 11 Ovl II II 04] II II it �� 11 J (1 b I II 11 11 II II II It ===-LL----'I4-=-=- — II II 11 II II II � a 11 Il "lf-----II II o ° II II II II II II 'w 3 o II II ��%� 11 II z `IF-- n JLFnC II II 3 O W v IF >v w B 3 � vy J C a O FZ3 N� RFACEFALSE APPLIED) 18'MAX. 6'MAK. 18`MAX CO EAS STRAIGHT O N ri OPTIONAL SNORTER HEAD/SILL SHORTER FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES DA rrr OPENIN SIDES c Z n EQUAL LEG FRAME D.L.O..L.OHY�EIGHTB= BUCK HEIGHT- 3.00' o n SERIES 130 SENTINEL ALUMINUM FIXED WINDOW D.L.O. WIDTH - BUCK WIDTH - 3.00' b o- DESIGN LOAD RATINGS FOR THESE.WINDOWS TO BE AS PER jj CHARTS SHOWN ON SHEET 2. .WINDOW WIDTH WINDOW WIDTH WINDOW WINDOW WIND APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS - - OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTYI I I F r z / u� APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS U IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL i % z € r $ WILL APPLY TO ENTIRE SYSTEM. 3 •/ 3 a 3 / 3 tY gq E2 W P THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH Lc), REQUIREMENTS OF THE 2014(5TH EDIAON)/2017 (6TH EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W.WIDTH LAM. GLASS *' .� 13UI CLUDING HIGH VELOCITY HURRI(`ANE 20 IE HVNZ. I INSULATING LAM.GLASS 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE r1 nDESIGNED ND INSTALLID ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS (� r , LARGE MISSILE IMPACT m== mTO THE BUILDING STRUCTURE / i /. ° 3 � I SMALL MISSILE IMPACT o o ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS ND INSTALIID PER MANUrS INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE `11V 111111/// a MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I I �? F) 70v ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE ` 'o MATERIALS INCLUDING BUT NOT R DISSIMILAR TO STEEL/METAL SCREWS,THAT °•� THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. PRODUCT REVISED COME INTO CONTACT WITH OTHER DISSIMILAR BLDG. OD SHALL MEET THE -- as complying with the Florida - ,t RLTaUIREMENfS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STNDARDS. SHUTTERS ARE NOT REQUIRED. Building Code •0' Tg` a p.' 8 E THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.07 Shc� FOR A SITE SPECIFIC PROJECT,i.e. UFE SAFETY OF THIS PRODUCT,ADEQUACY ATE OF (yam drawing no. ALLOWAB!E LOADS FOR ALTERNATE SHAT;ES N SHOWN ABOVE OR SIMILAR CAN BE OF STRUCTURE ION R SI THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 09 2020 ��'� OR.... WATER CONDTRO SL NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN STANCE ETC. DIN DOTTED INSCRIBING BY LINES PAND OBTICTURE INIING ALNDOW LOWABLL.E LOADS E WITHIN SQUARE THOSE 7SHAPES. gy ANGLE AS //ss/ [�� AND 70 BE REVIEWED BY BUILDING OFFICIAL Mlam ade Product Con 1 //lf l l 1111�1� sheet 1 of 6 96' BUCK HEIGHT D.L.OPG. IF II ii II I it ii l N II II II\\� II II n o . II II II 16'MAX. B'MAX. � STRAIGHT JAMB �t SIDES 96' CORNERS BUCK HEIGHT QE�$� D.L. OPG. FQf3 II II II li II IILL II I •.\\\ ii $o =====-r=====� I z a CQ i�m 16'MAX. 6'MAX. N STPAIGHi JAMB F. SIDES CORNERS 96' BUCK HEIGHT D.L. OPG, 11 I' 11 I I n I it II IIS\\� II II 0 f lD to II II II �I I� a9 oy u s o 0 3 LO Z W N 9 0 t STRAIGHT s'MAX. m fj D 6�O N 48' JAMB } 3 O = m BUCK HEIGHT SIDES CORNERS C e�, D.L. OPG. » m,y-1 D!tc m £A D K3 T N m lu m m » o � ma I 77 111111// p Z �•GJ ✓ � G it\\v it � p � i a z �r'ooKn II I "if revislone: a a Jet°: D1_SD )D SERIES SENRNEL 130 ALUM FIXED WINDOW(LM.I.)(S.M.I.) AL-FAROOQ CORPORATION o V08.20.17 escr onO CHANOE INN SHEET CGI Windows ❑nd Doors, InC. ENQINEERSh PRODUCT DEVELOPMENlT O CHANGE THIS SHEET 9360 SONSET DRIVE,SURE220 Jr.h 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 C.A.I. 9638 7"• PDATED TD 9014 FEC {,,0 0O CHANCE im.SHEET MIAMI, FL 33172 TEL(305)2049100 FAA.(305)2020979 ° chk by: UPDATED m a0t7 FEC TEL(305)593-6590 FAX.(SOS)593-6592 CCMP-ANL W70-02CGI DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF �---W 5 FIANCE DIMS. BUCK DDIS. GLASS TYPES'C'&'C1'GLASS TYPES'D'&'D1' FLANGE DIMS. I BUCK 010. GLASS TYPES'C'&'C!'GLASS TYPES'D'&'D!' WIDTH(W)ILENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) ANT.(-) EXT.(+) ANL(-) WIDTH(W)LENGTH(L) WIDTH(W) LENGTH(L) EXr.(+) ANT.(-) EXT.(+) ANT.(-) �Y O 24" 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 Z q m 3 30' 29' 80.0 80.0 80.0 80.0 114' 29' 113, BOA 80.0 80.0 80.0 L p y m m 36' 35' 8O.D 80.0 80.0 80.0 36• 35' 73.0 73.0 80.0 80.0 H it 1 1. 36, 41• �, 80.0 80.0 SO.D 80.0 41" 40' 61.4 61.4 80.0 -80.0 48' 47' 80.0 80.0 8D.0 80.0 24' 23' 80.0 80.0 80.0 80.0 3 %moi/• O cv 54" 53' 80.0 80.0 80.0 80.0 30' 120• 29' 119, 80.0 80.0 80.0 80.0 4. 60" 59" 80.0 80.0 80.0 80.0 36" 35' 724 72.4 80.0 80.0 7N 61' 60' 80.0 80.0 80.0 80.0 39, 38' 65.9 65.9 80.0 80.0 j uyi H 24' 23' 80.0 80.0 80.0 80.0 24' 23• BOX 80.0 80.0 80.0 MDIE% O. 0 3' 29' 80.0 80.0 80.0 80.0 30" 121, 29' 120• 80.0 80.0 80.0 80.0 VERTCALLY OR HORIZONTALLY AS SHOWN ABOVE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED O It C C S 366' 35' fi0.0 80.0 80.0 80.0 36' 35' 72.3 72.3 80.0 80.0 O ul m 42' �. 41' 47, 70.2 70.2 80.0 80.0 39' 38' 65.8 65.8 80.0 80A Q 5 6 48, 47 61.3 61.3 80.0 80.0 LL Z N>V 54, 5361.3 61.3 80.080.0 • BLACK DIMS Y,• J Z 6D" 59' 61.3 61.3 80.0 80.0 Q W W rL F 51" 60' 61.3 61.3 80.0 80.0 DESIGN TOAD CAPA=-PSF 24" 23' SO.D 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'Cl'GLASS TYPES'D'&'Dl' FLANGE FRAME W. 29' 80.0 80.0 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXr.(+) ANT.(-) DT.(+) -1 NT.(-) n 36' M. 80.0 80.0 80.0 1 60.0 19-I/8, 18-1/8, 80.0 80.0 80.0 80.0 I I FLANGE DIMS� U I 42' So. 41' 59• 70.2 70.2 80.0 BOA 26-1/2` 25-1/2• 80.0 60.0 60.0 80.0 3 C n 48' 47' 61.3 61.3 80.0 80.0 37' 26, 36' 25, 80.0 80.0 80.0 80.0 BUCK DIMS 0 54' 53' 54.3 54.3 725 725 48' 47' 8D.0 80.0 80.0 80.0 3 O o 60" 59' 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 61• 60° 48.8 4B.B 65.1 65.1 61' 60' An n An n 80.0 80.0 0 C 24' 23' 80.0 80.0 80.0 8010 19-1 8' 18-1/B" 80.0 80.0 80.0 80.0 r 1 30' 29' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 60.0 80.0 80.0 EQUALF FRAM G y o 35' 35' 80.0 80.0 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 N u r 38-3/8' 37-3/B' 3 N 42' 72. 41' 71' 702 70.2 80.0 80.0 q8' 47' 77.1 77.1 80.0 80.0 BUCK DIMS '� O 48" 47' 61.3 61.3 B0.0 80.0 53-1/8' 52-1/8" 77.1 77.1 80.0 110.0, a 54' 53' 54.3 34.3 72.5 725 61' 60' 77.1 77.1 80.0 80.0 H 30 60' 59' 48.8 48.8 6s.1 65.1 19-1/8• 18-1/8• 80.0 80.0 80.0 80.0 o m R t 61' 60' 48.0 48.0 64.0 64.0 26-1/2' 25-1/2• 80.0 80.0 80.0 80.0FlN FRAME g U 0� 24' 23" 80.0 80.0 BO.0 80.0 37' 50-5/e' 35' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 48' 47' 61.3 61.3 80.0 80.04 BUCK DIMS ' 36' 35' 78.2 78.2 80.0 80.0 53-1/e' 52-1/8• 49-5/858.0 58.0 77.4 77.4 42' 41' �. 70.0 70.0 80.0. 80.0 61, 60' i.o 58.0 77.4 77.4 �i ♦y 4B' 47' 613 61.3 80.0 80.0 7''x1/4' 74-1/4' 58.0 58.0 77.4 77.4 .+ FLANGE ADAPTOR FRAME 54' 53' 54.3 54.3 725 725 92-3/4' 58.0 58.0 76.5 76.5 0§�n F n 56' 55, 524 524 69.8 69.8 19-1/8' 18-1/8' 80.0 80.0 110.0 80.0 -9 W w I- FLANGE DIMS- 80'0 s 24' 23' V11D BO.o 80.0 60.0• 7r-7r- 25-1/2• 60.0 80.0 80.0 90.0 U 30' 29' BOA 80.0 80.0 37° 36 80.0 80.0 90.0 80.0 m g z i g El }' 62' NOTE: 36' 35' 75.8 80.0 80.0 48' 47' 613 61.3 80.0 80.0 97' 96' GLASS CAPACITIES ON THIS SHEET ARE 42' 41' 65.2 8D.0 80.0 53-1/B" 52-1/8, 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 47' so.s eo.o aDA 61' 60- 4e.0 4s0 64.0 64.0 AND FLORIDA BUILDING COMMISSION o°'^_ _'m48" 59.6 80.0 BOA 7'x1/4' 74-1/4' 46.5 4s.5 61.9 st.s DECLARATORY STATEMENT DCA05-DEC-219 0 3 8 24• 23• 80.0 80.0 60.0 80.0 19-1/B' 18-1/9" 80.0 80.0 80.0 80.0 `111111111 T7jr/ m o 0 30' 29' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' B0.0 80.0 80.0 80.0 36' 102' 35' 101' 74.6 74.6 80.0 80.0 37' 76' 75•36" 78.9 78.9 80.0 80.0 C .7 �. JOS ••. •� 42' 41' 65.7 65.7 80.0 80.0 48' 47' 61.3 613 80.0 80.0 46, 45' 593 59.3 80.0 80.0 53-1/8" 52-1/8' 55.3 553 73.7 73.7 PRODUCT REVISED .70592 24" 23' 80.0 80.0 80.0 80.0 61' 1 60' 1 48.0 48.0 1 64.0 64.0 as complying with the Florida sullding Code _ n 8 oC 30• 29' 80.0 80.1) 80.0 80.0 NOA-No. 17-0918.07 0 5 36' 108' 35' 107' 73.8 73.8 80.0 ao.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.10911=2020 TALE OF •'.(!/� drawing no. 42' 41' 62.4 s2.4 80.0 8D.0 Ex iretl n Datc '• F(O�DP: 1// 44' 43' SEA 59.1 80.0 80.0 BY mi �7I •�• � rY 1 0-02 Miaade roduot ntr �� QNAL1� 11 sheet Q of 6 3/16'ANN_GLASS 3/16'HEAT STREN'D GLASS �f p V U .075'Interloyer .075"Interlayer o Saflex CP With PEr Core Saflex CP With PET Core tY pl OR'Eastman Chemical Co.' R'Eastman Chemical Co.' Z n .090'Interlayer .090'Interlayer 0 w m Saflex Clear And Color Glass Saflex Clear And Color Glass ByR'Eastman Chemical Go.' R'Eastman Chemical Cc: f' .090"Interlayer X90"Interlayer SentryGlas SentryGlas 0 Li Le U By Tummy America, Inc.' By'Kuromy America, Inc.' d�j 1yNa� OR OR Q'0 C 090"Interloyer 090' Interlayer 0 t N N Trosifol PVB Troslfol PVB 0 p By'kuroray America, Inc.' By'kumray America, Inc.' C X-M �C¢m g Ei 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 0 IL a g ~ i m MOO n SUCONE 2 ,i II SILICONE Q W 0 o c p 1 ij I GE 1200 <O 1 ji j GE 1200 u'10 \ EJ DOW CORNING 899 \ E3 DOW CORNING 899 00 n II II n II II ZM I'I DOW CORNING 995 DOW CORNING 995 Q W A I.I. !!it H I Cd y N o p I.N. M5 AT 1/4 POINTS ON I.RES k7 M5 AT 1/4 POINTS ON LITES C m iC WIDER THAN 36' H WIDER THAN 36' o 'a N m GLASS TYPE 'C' GLASS TYPE 'D' rNa � L O 7/16.OVERALL LAM.GS 7/16.OVERALL LAM.GLASSP, 0 LAS0 (L.M.I. & S.M.I.) w 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS 0 2 N D .075'Interloyer .075'Interlayer n_ al»^ e Saflex CP With PET Core Saflex CP With PEr Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 M a OR OR z a 3 F .090'I !L m nterlayer .090'Interlayer C Z>� Saflex Clear And Color Class Saflex Clear And Color Glass '^ 3 O o By'Eastman Chemical Co.' By 'Eastman Chemical Co: SILICONE w o— 3/8'AIR SPACE OR 3/8'AIR SPACE DR GE 1200 (� 090'Interlayer .090'Interlayer 26 m V. DOW CORNING 899 („) SentryGlos SentryGlas N 'I"1 DOW CORNING 995 3/16'HEAT STREWD GLASS By'Kummy Americo, Inc.' R'Kumroy America, Inc.' -v�y 'i !j!i OR v c� x !I !I!l 090'Interlayer 3/16'HEAT STREN'D GLASS 090'Interlcyer N II II Ij Trosifol PVB Tresifol PJB !I !i!I Ba n By Ikummy America,Inc.' By'kummy America, Inc' M4 !i 1'!i 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS SILICONE 33 W B SIUCONE a aV GE 1200 SILICONE DOW CORNING �g� 1899 �m o i ca i GE 1200 DOW CORNING 995 =g u �! DOW I CORNNG 894 m �! DOW CORNING 899 i I:I DOW CORNNG 995 a .II:I DOW CORNING 995 I'I' M1 I' I'I' O i V I \ OPTIONAL GLAZING DEMM •• n II II II n II it II �o^_ann I I XL EDGE SPACER I I XL EDGE SPACER GLASS TYPES 'Cl' & 'D]' ,8o p h o n c,9•• i. I.I. I. I.I. I I Sr.STEEL BY'CMDINAL' II ST.STEEL BY'CARDINAL' E4 !� i•I OR E4 !i I• OR m o a o OR OR BY'OUANEX' DRRASEAI_BY'QUANEX' ``7``111111A1 ie/IrVVyyi c SUPER SPACER 13Y'OUNEX' .•p p I M5 AT 1/4 PO NTS ALL SIZES X M5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED .70582 e N as complying with the Florida GLASS TYPE 'Cl' GLASS TYPE as BuOding Code = - NCA-No. 17-0918.07 �_= a S 6 5 I.OVERAl1 INSUL V I,1.GLASS i'OVERALL INSUL LAM.GLASS iratf n Data 09122/2020 9 (L.M.I. ONLY) � � of �� drawing no. (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By ' oS S� W10-02 EXTERIOR PLY OF GLASS TYPE'Cl'k'D1'MUST BE TEMPERED. Miam" ads roduct o t 1 ryA/ft NA�ltt�� she-t_3 of 6 TYPICAL INSTALLATION DETAILS (� 3 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o 0 m 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 0 u$ 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'MAX. FLANGE SHIMS D o 211Y WOOD BUC, FOR SPACING Q��w.C O ii II OR METAL IWu I WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE C.C t M SEE ELEV. I�I� FOR SPACING a v M2 TYPICAL ANCHORS V j N SEE ELEV. O S" S2 = O I v ti © FOR SPACING Q'2 2 °�o o 7i El Q I1.u. (p . T �i.Z�£ � v'' OIDs S2 MIN. a W 02 '. •' 11 it v .� IYPI-CA4 AITCHORS !j!! U2 w ^' ISEE ELEV.° E3 'BY FOR SPACING a j'j N W006 BUCK E1 E3 v _j Li c m a - n 0 SHIMS 3 O EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LEG o x <,v 2BY WOOD BUCKB M2 MFr�WOOD STRUCTURE C 1 STRUCTURE o x n m N o M2 TYPICAL ANCHORS W LOM m SEE ELEV. d t7 II II I HZTMYPIC�ALA�NCHORS�,�' < FOR SPACING z -.0 3 A13 S2 <. o � NEI I _ . • i IFOR SPACING ''v o 'TYPICAL iACHORS 11�i N4 \N G .. ^-• .I SEE ELEV.' .I.I TYPICAL ANCHORS - °' FOR SPACING n II jl SEE ELEV. a W€ 4_ 1BY FOR SPACING 'DOD BUCK _ Z5 P 12 PRODUCT REVISED v 6 aS complying with the Florida m m o Building Code z g NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expimflon Date 0912212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -• __<",AND TRANSFER-THEM TO THE BUILDING STRUCTURE. m`` o TYPICAL ANCHORS: SEE I]FV.FOR SPACING AND . By H o„ _ 1 4" 1 - N 1 ' (Fu=163 KSI,Fy=157 KSI) Mlaml-0a Product C nt 1 B o 6 3 S 11 11 11 7 111 o 0 o W 1/4- DLA, ULTRAC0 ' Fu=177 KSI,Fy=155 KSI) 4 SMS OR SELF DRI I INT= SCREWS (GRADE 2 CRS) 11t1 47 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS .� �I ...•....... � o 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR INTO CONCRETE AND MASONRY = 2-1/2" MIN. 'B;.... ' EJdS•'•• d INTO WOOD STRUCTURE = 1" MIN. --- THRU METAL STRUCTURES (HEAD/SILL/JAMBS) 5_7 1;=I GOi7 ? THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4" MIN. ` 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE = = I ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD, SILL OR JAMBS t'e - 3000 PSI MIN. 9 9 'R STEEL;- 1 CON THK. MIN. MIN(Fy = 36 KSI MIN.) C-90 HOLLOW/FILLED BLOCK AT JAMBS I m = 2000 PSI MIN. 1E OF '• � drowin no. ! DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED 1-1/4" MIN. EMBED INTO CONCRETE (HFAD/SILL/JAMBS) ) �i��( •• ORIOP. �� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W10-02J NAL i i TYPICAL INSTALLATION DETAILS V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW Z mna INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X IN DETAILS INSTALLATION DETAILS INTO METAL O W WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR Ian TYPICAL ANCHORS 1/4'MAX O O SEE ELEV. SHIMS W r :j�j 2BY WOOD BUCK FOR SPACING �OR ; METAL 0 B3 i!i! Mp wooD STRUCTURE TYPICAL ECHE STRUCTURE O a qQ O �' 3 1•I FOR SPACING TYPICAL ANCHORS 0°y rii- I li it = SEE ELEV. Ir N Z OJ n S2 1 \m FOR SPACW6 ¢1 5 4 c E2 E6 - m m ¢bmf E6 S2 .TYPICAL AITCHORs s U i 1 " M2 SEE ELEV.° j i' ' rn C 113YFOR SPACING •I .I \ S — WOOD BUCK II II •a E6 (2 E3 O 8 O -3 ,} 2 3/8'MIN. +/4� BUCK HEIGHT +/, 4•MAX. c C NWOOOTE STRUCTURE 6o O�No ` NOT BY CGI +/2"MIN. 1/2-MIN. 0 n 2 3/8'MIN. FIN FRAME M2 BXKBED Z o �\` ICAULKING O 3 TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,#8 SMS (GRADE 2 CRS) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/40 MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE THE USE OF DEEPER OR m BEVELED WOODBUCKS IS `o B F. PERMITTED. HOUSE WRAP ES E3 EXTERIOR W W F 3W NOT BY CGI u BUCK WIDTH BUCK WIDTH Fr---------------�� F---- MM-DARE COUNTY I I MIAMI-DARE COUNTY APPROVED I I .. I j j I APPROVED MULLION I MULLION&MULLION ANCHORS I I p° o 'o I 1 &MULLION ANCHORS 11 SEE SEPARATE NCA I l is°o d o I� �I SEE SEPARATE NOA I� :NOD AHe _I I_ II ,I G_� 4 ff 211 ```N1u11urr/// I I L------ ----------' ` _____ PRODUCT ROL CT with the Florida as complying Building Code = f7 SIAL ANCHORS NOA-No. 17-0918.07 i - $ a SEE ELEY' FOR SPACING on F�cplrattDate 09/22/2020 OF '• � dr°win no. I}74 X 1'SMS. Mlam ade Produe ntr 1 '�i �1�TQ.��\�` 1+11111\1, sheet 5 of 6 i �-2.505� rMM PART# @UAN= DESCRIPTION MATMAL MANP./SUMM/REMARKS U U • E7 CGI-118 4/WOW. FLANGE FRAME 6063-T6 = m I 068 �Y r E2 CGI-119 4/WDW. FLUSH FRAME/FIN FRAME 6063-T6 0 1.E 995 9 2 E3 CGI-121 4/WOW. GLAZING BEAD(LAM.CLASS) 6063-T6 - FQ: _ +� E4 CGI-123 4/WOW. GLAZING BEAD(LAIR.INSUL GLASS) 6063-T6 -.TMP E5 CCI-110 4/WOW. NAIL FIN ADAPTOR 6063-T6CGI-109 4/WDW. FRONTFLANGE ADAPTOR 60E3-T6 - U M1 CGI-382V AS READ. GLAZING BUIB VINYL FVC DUROMETER 75-80 SHORE A O w 1.335 M2 CGI-124 AS REDD. SCREW COVER-OPTIONAL PJC - CL 0 iu E7 M3 CGI-112 AS REOD. FLUSH FRAME COVER O N O FLANGE FRAME M4 OPTIONAL GLAZING ANGLE(1 % 1/2 X 1/87 6063-T5 - V m W l�lqq M5 - 2/LITE SETTING BLOCKS EPDM DUROMETER&535 SHORE A O'O Z W o 2.505 .068 S2 #10 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - O 6,O G g ONNo � .812 Q M H m ' 1.495 8.Z 14:o .995 .TMP Om F < J II Q wmf ' 1.335--•-I .-� O FLUSH FRAME/FIN FRAME a 0 n -y.675 z ui .995 =.5. 5 ' ''O ril p L WELDED JOINT AT ENDS 1.184-i - O 2 o rn m O GLAZING BEAD.(LAM. GLASS) 'r`' 3 N m 0 11�20� DZ� 0-995125 E2 U 1soa�� E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL CLASS) CIRCULAR WINDOWS y @ 1.7 .065 1,450 RECT. OR SQUARE WINDOWS " 9 180 u�a 1.550 1.680 sso oso TYP. CORNER DETAILS C� N e iV o N o m 1.3ss , gggg ONAIL FIN ADAPTER E6 FLANGE ADAPTOR ``�1tNluIIYYJJ 6�� PRODUCT REVISED o 180 as complying with the Florida7 291 Building Code .050- .050 -€ NOA-No. 17-09'18.07 065J 1.081--I Expiration Date 09/22/2020 �j L :®••. ATE Or (y` drowingo no. M3 FLUSH FRAME COVER M2 SCREW COVER Mlam �.- & Itll111111 sheat 6 of 6 I MIAMI-MADE MIAMI-RADE 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)3I5-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.gov/economy CGI Windows an oors, nc. 10100 NW 25«Street Miami FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin the Hiah 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: 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#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. QO�`��' ' '�'� NOA iYo. 17-1018.08 DADE COUNTY Expiration Date: September 22,2020 ,2/10 1 Approval Date: December 21,2017 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 NDA 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, DurasealO 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 PVxa .E. Product Controlner NOANo. 1 .08 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 IIP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-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. Mance er P.E. Product Cont of ammer NOA N . 17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03,titled'-Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 09/29/17,prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas© (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5t"Edition (2014),with FBC 61h Edition(2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows &Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I., approved on 08/06/15 and expiring on 09/22/20. 1Vianuel re 'P.E. Product CortE miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8- 52 1/8- 52 1/8- V �, FLANGE WIDTH BUCK WIDTH - BUCK WIDTH n 47 7/16- 47 7/16" 47 7/16- I D.L.O. (FIX. LRE) FALSE MUNTINS D.LO. (FIX. LRE) FALSE MUNTINS D.L.O. (FIX. LITE) 20 9/16- (SURFACE APPLIED) 20 9/16" (SURFACE APPLIED) Z a 6"MAX. MAX *# OPTIONAL 5 1/2-MAX. MAX OPTIONAL 5 1/2-MAX. 20 MAX. ** O q tp zd HEAD/SILL A HEAD/SILLHEAD/SILL A7 HEAD/SILL HEAD/SILL HEAD/SILL La Z N li CORNERS 4 CORNERS 6 CORNERS a a l0 0 7 O,'m -� v II II II II II 10: 1 U t�� D II II � II II j� II II O N :i7 A `y� II II M CJ 11 II O p � M O 11 •/ II n p D7 II / 11 n 02 II •� II 3 O�I�fL = O 4 li ii O� O 6 6 li ii o� d 7 6 II II �� Qwz� cs x !E 7 n I' L6 2 y r o = w w t O f r ZZO �Y �Y Q W VLiol II m � II 11 7 II O 5 u /,i u - _ ZF II /i n kE ns n 11 !/ II m Off0 p -----II � _____ __ _ _�_____ n ISI n II II Jg5 to n rz n O M > p II II 2 m Wj p ii ii g M W n o C2 ii ii m c n O II II C7 II II *6 1 < v v U 4 ii ii 8 ii ii 7 �I II - � _u n O ¢ vi 0 47 7/16" 47 7/16" FALSE MUNTINS 47 7/16" mN 0 w LL D.L.O. (VENT) "�� D.L.O. (VENT) \ � (SURFACE oD. O.(VENT) r $ C U \ 0 p O=cV 50 1/4" 50 1/4- 50 1/4- In m FM m VENT WIDTH VENT WIDTH VENT WIDTH w 30 N M M FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c z 0 SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW _o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER _TYPICAL ELEVATION o g CJ 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 $� APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 0 c IN BETWEEN. CENTER ANCHOR REQUIRED WHEN LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" WILL APPLY TO ENTIRE SYSTEM. m a a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° S2S REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS o o 10Y OR 2EY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE o= o•• r DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT TO THE BUILDING STRUCTURE SMALL bIISSILE IMPACT ANCHORS SHALL.BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE11111111I/,7j/7��' O MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tj® o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ;IJ `� ��• H "s ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE y i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT N.70592 }• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT PIRVISBD - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. asrnmMYirBwirAtF _ a THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 5.ildi.g Code FOR A SITE SPECIFIC PROJECT,I... LIFE SAFETY OF THIS PRODUCT,ADEQUACY Acccpronoe No W. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expinn'.Date /�?D �® ATE OF (t/� drawing no. �••. ORIDP.•'' Z WATER INFILTRATION RESISTANCE ETC. �i �� W1 0—OJ CONDITIONS NOT SHOWN IN BUILDING DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO 8E REVIEWED BY BUILDING OFFlCIAL. Nliami ode Product '7f i l l"I sheet 1 of 9 I EQUAL I3TTS WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSPDESIGN LOAD CAPACITY-PSF P� {�� o FLANGE DIMS. BUCK DIMS. GLLSS TYPES'A'&•Al'GLASS TYPES'B'&7B1' FLANGE D11LS. BUCK DIMS. IMAX.TOP LITE GLASS TYPES'A'&'Al'GLASS TYPES'B'&'Bl' O o WIDTH HEIGHT WIDTH HEIGHT - EM.(+) 1M,(-) WIDTH HEIGHT WIDTH HUGHT 'A'DIM. EM.(+) 1M.(-) EXT.(+) 1M.(-) 19-118, 18-1/8' 75.0 75.0 80.0 85.0 53-1/80 76' 52-1/8' 75" 36-1/4' 75.0 75.0 80.0 85.0 Z 26-1/2' 25-1/2' 75.0 75.0 BD.O 85.0 49" 79' 48' 78' 39-1/4• 75.0 75.0 80.0 85.0 0 Z h N W. 28' 36' 25' 00.0 85.0 26-1/2' 25-1/2' 70-5/8• 75.0 75.0 BUZ 85.0 a f Z N 49' 48' 75.0 75.0 80.0 85.0 31' JO' 63-5/8' 75.0 75.0 80.0 85.0 ¢ 00�,c U 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 J3' 85' 32' 84' 60• 75.0 75.0 BO.D 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 37' 36' 53-1/V 75.0 75.0 80.0 a5.0 O d?N 26-1/2 25-1/Y 75.0 75.0 80.0 85.0 43' 42' 45-1/4• 75.0 75.0 W. 85.0 p}O 37' JB-J 8' 36' 75.0- 75.0 1 80.0 85.0 Oj C t y ON 49' 48' 75.0 75.0 80.0 85.0 0 0 p 53-1/8' 52-1/B" 75.0 75.0 80.0 85.0 w 19-1/8' 18-1/e' 75.0 75.0 80.0 85.0 WIDTH Z z Q 00:°a '�" 26-1/2 25-1/2' Bo.D 85.0 g m 37' S0-5/B' 36' 49-5/8' 75.0 75.0 80.0 85.0 a W 9 49 48' 75.0 75.0 80.0 85.0 {{.Z N= 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 J O 0)g J 19-1/e• 18-1/e' 75.0 75.0 80.0 85.0 Q W 0 f 9 i zs-1/z 2s-1/2' 7s.D 7s.o Bo.o ss.o - 37' 63' 76' 62' 75.0 75.0 B0.0 85.0 i �2;rZ O 49' aB' 75.0 75.0 80.0 85.0 ml o u N 53-1/8' 52-1/e' 75.0 75.0 80.0 85.0 N 19-1/8' 18-1/8• 75.0 75.0 80.0 85.0 n 26-1/2• 25-1/2' 75.0 75.0 80.0 85.0 C p� N 37" 76' 36' 75' 75.0 75.0 80.0 55.0 49• 48' 75.0 75.0 80.0 a5.o UNEQUAL LITES (ORIEL TYPE) 3 L 53-1/8' 52-1/8' 75.0 75.0 80.0 B5.0 O " 19-1/8' 18-1/8' 75.0 75.0 60.0 85,0 v) W 4 26-1/2• 25-1/2• 75.0 75.0 80.0 85.0 m 37' �• 36' 84• 75.0 75.0 80.0 85.0 � N 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0Typ' BUCK DIMS Yt�IYP. o p=N a N N n F O M m Z -0 n WIDTH Fz a Z F+ FLANGE FRAME N o I FLANGE DIMS �I w j 0 � BUCK DIMS N ^ F O EQUAL LEG FRAME LIL BUCK DIMS EQUAL LITES o o 0 FIN FRAME u a m u o O BUCK DIMS ti V JC' F o � o � PRODUCT REVISED D.7 NOTE: ns complying withtlle Flmdd6 ; f = 9 3 a t GLASS CAPACITIES ON THIS SHEET ARE BuildI; BASED ON ASTM E1300-09 3 SEC. GUSTS FLANGE ADAPTOR FRAME Acceptance , - OfB.G� �$� A�� drowi ( ) Fxpifation Date 7jpZD AND FLORIDA BUILDING COMMISSION FLANGE DIMS ORIDP'.�• 0�� DECLARATORY STATEMENT OCA05-DEC-219 By �'77a4 W10-03 M;ami adcProducl s, sheet 2 of 9 1/8'ANN. CLASS 1/8'HEAT STREN'D GLASS U .075' Interlayer 075'Interlayer �� o Saflez CP With PET Core Saflex CP With PET Core By 0 'Eastman Chemical Co.' By'Eastman Chemical Co.' Z m n 3 OR OR .090'Interloyer 090'Interloyer O w . Saflez Clear And Color Glass Saflex Clear And Color Glass By'Easimon Chemical Co.' By'Eastman Chemical CO.' F f Z aI OR OR .090'Interlayer .090'Interlayer Q LOtV��-d O SentryGlas SentryGlas q OR Kuraray America, Inc.' By 'Kuraray America, Inc.' W 4 090'Interlayer 090'Interlayer Q t y n Trosifol PVB Trosifol PVB By'Kuraray America, Ina' By'Kuraray America, Inc.' 1/8•ANN.GLASSQ a o w z m 2 m 1/8'HEAT STREN'D GLASS Q N g OSILICONE t0 GE 1200 M1 SILICONE Q W- 6 M7 ] GE 1200 DOW CORNING 899 �ca �!j DOW CORNING 899 DOW CORNING 995 �I jl DOW CORNING 995 J O J G I ii�. QWAf O o pi o — 14 LB 14 \N �w�., W 'M4 AT 1/4 POINTS ON UTES G' M4 AT 1/4 POINTS ON LITES n WIDER THAN 36' W WIDER THAN 36' C _ n GLASS TYPE 'A' GLASS TYPE 'H' o 3 n 5/16'OVERALL LAM.GLASS 5/16'OVERALL LAM.GLASS = 00 (L.M.I & S.M.I.) N oLjLL s 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS C N 075'Interlayer 075'Interlayer o O I.-^rn Saflex CP With PET Core Saflex CP With PET Core al h O By'Eastman Chemical Co.' By'Eastman Chemical Co.' w N n h OR Z 3 n 090' Interlayer 090'Interloyer C Saflez Clear And Color Glass Saflex Clear And Color Glass w Z ,n By 'Eastman Chemical Co.' By'Eastman Chemical Co.'OR OR O er 4AIR SPACE n 1/4'AIR SPACE 090• Interlayer 1 ' w t.0 O Q J Y / 090'Interlayer it w U By'K rar SentryGlas -v)- 1/8- 1/8'ANN. GLASS OR'Kuraroy America, Inc.' R'KuIn,America, Inc.' 0 090'Interloyer 1 8'HEAT STREN'D GLASS a Y / 090°interlayer Trosifol PVB Trosifol PVB By'Kuraray America, Inc.' By'Kuroroy America, Inc.' $+0 0 c,8 ao 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS c L455 � SILICONE SILICONE °'2i R ur GE 1200 N DOW CORNING 899 w 7 DOWCORNING 899 M7 DOW CORNING 995 \ M7 t1 ji DOW CORNING 995 PRODUCT REVISP.iD in o _ L it i as camptying with rite FFeib h p^a XL EDGE SPACER ! XL EDGE SPACER c, 'y f Building Cade m .I ST. STEEL BY'CARDINAL' �! y! ST. STEEL BY'CARDINAL' Acccptsacehlo • D! .6 •` a o OR OR Ex imtian Dstc 0 OR DURASEAL BY'QUANEX' 0 DURASEAL BY'QUANEX' P \\\\Illlllff OR WE9 SUPER SPACER BY'QUANEX' ai E9 SUPER SPACER BY'OUANEK' II r ade Product F w ��.,....... i� t F `\CENSE''• i W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE ' ' GLASS TYPE 'Bl' l3u + o• - o 0.70'OVERALL INSUL LAM.GLASS (L.M.I ONLY) 0.70'OVERALL INSUL.LAM.GLASSOF '� O (S.M.I.) :® oftlD�: � �clrawing � no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING miry ys°O•••""' �� rf -03 EXTERIOR PLY OF GLASS TYPE'A1'&'81' MUST BE TEMPERED. �rrrl�j ��\1\\�` sheet 3 of 9 TYPICAL ANCHORS SEE Ems, FLANGE & FLANGE ADAPTOR FRAME �4.V Iffy FOR SPACING METAL o WOOD BUCK .,� .•I .. STRUCTURE �r a a• ,a 4 < •4 V. ,�. n� 'EDGF,DIST. TYPICAL ANCHORS _7 t ELEV. m /__'•___"_– 11 Q zd e' d•� ° d> FOR SPACING p I MIAMI–DADS COUNTY APPROVED I r w 2 a 'qrn p of I I MULLION&MULLION ANCHORS ;16 SEE SEPARATE NOA I i4 0 EDGE DIST. FSEE YoG OtST. .p y i cy N 'EDGE DIST. C! h 0 IL O �^I �j I M2 TYPICAL ANCHORS TYPICAL.ANCHORS 0+B t SEE ELEV. N O ty S5 E FOR SSPACING FOR SPACING a w yr 4 Z N– 5 z $ M6 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q wS 2 3/8'MIN. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o �_—•—u� AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV_FOR SPACING 'i OOCK 22 3—/8--MINN.. " Fu=125 KSI,Fy-100 KSI) 1 oPTIONAL TO ( 1 1,f4" DIA. ULTRACON BY `ELOO' Fu-177 K4•FY-155-1) S EGRESS LOCK AT SILL ,� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES vi N NL v �\ 1-1f2" MIN. PENETRATION INTO WOOD(HEAD/SILL/JAMBS) s O T—��1v� THRU 1BY BUCKS INTO CONC. OR BLOCKS d i Fi S T ____-_-, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) u 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ° WHEN USED THE MIN. WOOD BUCK ? E4 n m �+ DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS 61 N W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a. M i e: DEEPER OR BEVELED WOODBUCKS IS O PERMITTED} 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS} c z n w I C z,V- i 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) v1 }r p o ROVED MULLIONS INTO MIAMI-DADS COUNTY APPw 02 v o d OR aWLJ rW- i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o > ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 5 it 1 STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) e i� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R 7YPICAI EDGE DISTANCE a 2 voi y! ��gS I 1 INTO CONCRETE AND MASONRY = 2" MIN, S4 INTO WOOD STRUCTURE = 1" MIN. i 2 INTO METAL STRUCTURE = 3/4" MIN. 1 - oaf E6 WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. O^ CONCRETE AT HEAD, SILL OR JAMBS f c =3000 PSI MIN. M5 . C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 2 I 1 PRODUCT REVISED rsw 0ymBwith lbs FICA& e Building C-& 1 1018.D8 A ccepauceNo do r-vpiration Date S d ,,a s..• i $ TYPICAL ANCHORS I .^ ATE OF (y drawing no. TYPICAL ANCHORS SEE ELEV. W 1 0-Q3 EDGE DIST" FOR SPACING ORiOP: � ley I FOR SSEE PACING ^ 10AIAL WOOD BUCK (sheet 4 of 9 .. 1/4•MAX. BUCK WIDTH ,/,•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS o 0 TYPICAL ANCHORS D 1 1 TYPICAL ANCHORS 0 b n SEE ELEV. SB SS SEE ELEV. oWN� FOR SPACING 1 1 FOR SPACING Ms FLANGE ADAPTOR FRAME Q 00 e � o15.G. v O�p STRUCTURE c '1'1/4• V uNi'a °o m °o w O0ru¢� o EXTERIOR wooD BUCKS i __= J 0 m 5 1 D.L.OPG. Et it it O Q w m S I.li O O H VI N N 1/4•MAX. BUCK WIDTH 1/4•MAX. SHIMS J SHIMS W I I I U I C v° TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS W I FOR SPACING < v SEE ELEV. i = O FOR SPACING .♦ I- I N Q W LL .._.._ _ C 1 1/4• ._.._ =N 1 ' O WOOD DU WOO> > m Z SUUiN3 IfMMn mI ^ O E2 N p o 18Y WOOD BUCKS 1 g U p 'tu N c � O MIAMI-DADE COUNTY ° $ t3 n APPROVED MULLION MULLION &MULLION ANCHORS 1/2•TYP. SEE SEPARATE NOA O u`B 9k OR BUCK WIDTH BUCK WIDTH m $1. INTALLATION DETAILS SHOWN ON PAGES 4 H3 mr; AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c w I I PRODUCT RE\'IST '> 8$o 0 _��a m v o wit4tfie F� 9uilJing Co&' 1l I I I I O _-pimtion DaZV I I 3y '�••V,CENNo SF I I � OF 1#14 X 1•FH.SMS. ', s' ..�RIOP..•'�ai� W10-03 TYPICAL ANCHORS METAL Y EQUAL LEG FRAME �4V n SEE ELEV. LQEDIST. 1BY FOR SPACING WOOD BUCK U r___________________...1 v. I .. TYPICAL ANCHORS m 1 r- ----`"�I m to 3 '� •' Lj E ELEV. o I I MIAMI-DADE COUNTY APPROVED I I Ea.DIST. SPACING 1 I MULLION k MULLION ANCHORS 11 2 1�;. IQ Q o FDGE i I I SEE SEPARATE NOA I I w I y 3 0 \ i �, In 1 1 I L p a It EDGE DIST. �I �C u o `� I WN Al M3 Et CQ1 mam EB j .I -- a s TYPEiC CHORS ICY Q i 1 \ TYPICAL ANCHORS cp I- SEE ELEV. M2 FOR SPACING FOR SPACING 0"'m"'¢10 "} I it ss TYPICAL ANCHORS MIAMI-DADE COUNTY S INC SEE ELEV. APPROVED MUWON 2 o FOR SPACING & MUWON ANCHORS as I MS SEE SEPARATE NOA o 114'MAX. BUCK WIDTH � BUCK WIDTH BUCK WIDTH ._ . IR W 01 f SHIMS D1 I � � V7 w i it .,v ' F�-=-''7 '^•• ro OL I I SWEEP LOCK t iJ4" 1 1 u O G OPnONAL TO t EGRESS LOCK EB AT SILL I 1 g w v O .rl N L __J p (11' E4 c > - o O S N o 0 w Y 3..N i Wi t II m ? X74 X7" FH. SMS. z O MM m 1 h t I •a >. E3 EB Z pLL n 1 0 W i I I y p� N 1 x EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY i1 INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK.o j to t O R ry z �W� 2 3f8" MIN. < 6 S y is # i 2 3J8"MIN. ` ' `� '�,z.•$ TYPICAL ANCHORS SEE ELEV. o o S M9 _ PI:67?i3Cf,REVIS'PA I FOR SPACING m .-A�cdmplyin&with lila FIkOdh 2 j ` � s tnoe -lEt8.38C \``>>Uttfpl�JJJJ'' o Expimb. ZD Q`� .•• "s p` N "M E2 l: ilc�vSE' e w -----``` Ryiaeni r>ac Pxodtxt N0. .- o o a WHEN USED THE MIN. WOOD BUCK ; z DEPTH SHALL BE 2%". THE USE OF 'a. DEEPER OR BEVELED WOODBUCKS IS 4EtlGE Df.° .'E„ TYPICAL.ANCHORS STATE OF J•�+: drawing no. SEE ELEV, ` PERMITTED. % f ...... . 'C9Wj 0-03 „•WOOD BUCK F FOR SPACING ''�JJJJ�� j�iA�`` sheet 8 of g E TYPICAL\SEE ANCHORS FIN FRAME U ILLUSTRATIVE OTLS.ONLY FOR SPACING o EXT.OR INT.FINISHES NOT BY CGI E71 i oI m 1 1/2° r � Q � \ v N� h HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING lL 6 p NOT BY CGI O W0` U 48 SMS (GRADE 2 CRS) a N Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES EB --- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD n ! CAULKING c m M2 0 !7 0 Q IL 0 Q SS C 0 t N IAIt P II n M9 LLU) ao ii J J d 0 ii ill SWEEP LOCK FIE1 OPTIONAL TO g U m EB EGRESS LOCK C AT SILL IF o � 3 `n WOOD STRUCTURE 1/4'MAX. BUCK HEIGHT© t/4'MAX. vi 0 w NOT BY CGI GFP CAP E4 1/2'MIN. 1/2'MIN. < •::: = O O=N o (V~ 11 1 W 0 r7 n x J N Z,N N 30 0 to BACKBED ¢ U o Q CAULKING N U z 1,7 O o la I O 1 N i n 2 ------ ---,---- o c2 s .A 4 a aga 1 HOUSE WRAP E6 NOT BY CCI Y r i E3 Ea EXTERIOR a d M9 D.L.OPG. 2 14 BAULKED :•RODUCC REv1SED ` m ;u mmpi--i,^ o wj11v111e F11E516f �7\1111111lI CAULKING 3aildiug Coda E2 A&epteace Nol-( `�• '�� o .•!. F:pimtioa Dalc 20 ��••VOENSF `•' HOUSE WRAP t NO. r 2 NOT BY CGI <T:vai Es hM�C'ohYrhlt 1 t/2' z 3 TATE OF drawing no. 11 TYPICAL ANCHORS W10-03 SEE FOR SPACING - !!foj �tj1�1 sheet 7 of I ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REHARKC U cpi E1 CGI-1 DO 1 FRAME HEAD 6063-T6 - � 'ol � o E2 CGI-101 1 FRAME SILL 6063-T6 - E3 GGI-102 2 FRAME UAMB 6063-T6 - Z 3 E4 CGI-103 1 MEETING RAIL 6063-T6 - 0 n E5 CGI-104 1 LOCK RAIL 6063-T6 - F 2 q as E6 WCG2 1 HANDLE RAIL 6063-T6 - `¢y a 4 0 m. E7 2 SASH RAIL 6063-T6 - 0 N�.=1• L) EB AS READ. 5/16'GLAZING BEAD 6063-TS - n'(y E9 AS REOD. 0.700'CL ZING BEAD 6063-T5 - 0 N W E10 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - 0� or-I E11 AS REOD. NAIL FIN ADAPTOR 6063-T5 - 0,822 °o E12 1 FLANGE FRAME HEAD 6063-T6 O 0 otic 0ozrl¢ d E13 2 FIANCE FRAME JAMB 6063-T6 O N E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - a N c E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 QwNf M1 CGI-362V AS READ. GLAZING BULB-VINYL(DUROMETLIi 75-80 SHORE A) PVC - 0 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS READ. EQUAL LEG GOVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC - M4 - 2/LTTE SETTING BLOCKS FPDM OUROMETER 8035 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUN. `D M70 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. C N11 W23201 NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. B. M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULWAN 3 n M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = 00 .rl M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. m L M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C v~) M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O=N o M17 A3073D401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/WOW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUIV. 4j 3 N M n M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M Z u) F M21 - 2/WDW. B/T BALMICE TARE OUT CLIP - BSI OR EQUN. 5 3 O M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUIV - O M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w V O!� w S2 - 2 OR 3 CORNER 0 / # 10 X 1 1/4'LG. PHL PH.SMS. ST/ST.ASSEMBLY SCREW - S4 _ 4 WDW. #8 X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW SS _ 2/WDW. #8 X 1'LC. FH.SMS. ST/ST. SPIRAL B.ASSEMBLY _ _ � S6 _ 2/LOCK # 6 K 1/2'LG. FH.SMS.9CGI-133 &CAM LOCK ° 1'V bi cd' -- o o� c� f•RODUCPREVI364 \\11111111INIr O 'n—pipes Withdw auildiba Code �`��U�':.."�7 // i •u :.c..PLa O74o picot-Deu By ami ade P _ •7O5g1 -fuct i• : ATE OF =•6(/�� drawing �i OREDP`.• a�: W10-03 25052.505 � V -1--.065 V S2 ,Y o b m 3 1.745 .L= 811 .871 1.550 1.880 I 0 1.245 -AFn .745TYR .745 .065 6 8 I / !IL N o T!P ..Slrr I `¢y .050 OON...p O 1.015 1.015 1.395 fV E12 FLANGE FRAME HEAD e1 FLUSH FRAME HEAD e11 NAIL FIN ADAPTER 0 t y a O 1.583 1.563 1.007 C c Io- 0aoo .065 065 745 I Q w j LL 9 TP. TP. '� 2.113 002 f J 1.368 Z P7 g 0 3.fi75 3.175 3.175 1.015 Q w m S r 1.429 1 429 VENT TOP CORNER 0 -1.220- MEETING .220 r/i a I 'Soo ea MEETING RAIL FRAME TOP CORNER 1.2.505 2.505 3 - 0 O eta FLANGE FRAME SILL Oe2 FLUSH FRAME SILL �_,• w Li .500 1.301 1.043 ? •p I IC 1.788 0cq 085 N .065 .065 • ;O rro TP. NP. 1.015ID� Z iO 2.440 2.440 i ic o L' o O LOCK RAIL o1U1.01FRAME v o m VENT BOTTOM CORNER rn .745 2.195 IF• IF-- _745 2.846 2.346 E13 FLANGE FRAME JAMB e3 FLUSH FRAME JAMB °F`�'i-,o 1.892 .490 .120�j 1.043 TYR 065 .705 .050 Tl'P. .705 .050 TP. . 1.015 I 52 I h� "��o �I .664 .e64 HAND RAIL ?RODUCTREVISED a m u o O 5/16" GLAZING BEAD 89 .700" GLAZING BEAD asrnmFlYingwithlhaFur;& \\111111j/ 0 1.395 Accc lance FbI `� i o 1.449 Eapiaatinn Date • CEAI,95. 1.395 --{I •74� 1.450 t .180 3 .180 h1. Dade Product N.70592 -[ tt= 3• I I 1.02s 1.015 .-'� .oso x ! .050 .060 --d .06� 1.413 �8'•. S TE OF �.({/�� 'drawing no. � '�i'' Rrow.• �: W10-03 M3 FLUSH FRAME COVER t9 SCREW COVER O SASH RAIL Eto // '�@" \\ ? FLANGE ADAPTOR //111111111\\ sheet 9 of g 1 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 OA www.miamidadLgov/economy ECGI Windows and Doors,Inc. 00 NW 25"Street Miami.FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials: The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The 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 j displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#15-0420.08 and consists of this page 1 and evidence pages E-1,E-2 ! and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUNTY NOA No. 18-0129.08 Expiration Date: March 28,2023 Approval Date.March 29.2018 3�!(Pj18 Page 1 3 f CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A,titled Series"Mullion Elevations and Details", sheets 1,2, 3, 4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5)Large Missile Impact Test per FBC, TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion,prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J.Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 j Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, i signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 � I 1 II Manue Pere7,P I Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28,2023 Approval Date:March 29.2018 E-1 �f �I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows &Doors for their Series"Clipped"Aluminum Tube Mullion—L.M.I., approved on 02/28/13 and expiring on 03/28/18. i 1 i 1 i Manuel rez,P.E. Product Contro x finer E NOA No.18-0129.08 j Expiration Date: March 28,2023 ! Approval Date:March 29.2018 f E-2 I i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A,titled Series Clipped,Extruded Aluminum Tube Mullion— L.M.I.", sheets 1, 2, 3, 3.1,4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18,prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition (2014),with FBC 6th Edition (2017),and of no financial interest,dated October 4,2017,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows &Doors for their Series "Clipped"Aluminum Tube Mullion—L.M.I., approved on 08/13/15 and expiring on 03/28/18. i i I Manuel Pe ez,P E. Product Control a ' er NOA No. 18- 29.08 I Expiration Date: March 28,2023 Approval Date:March 29.2018 j E-3 1 6 1.000 250" h,• .250'7YP. 7 i HOLE .125 .125 ENO ! 1�-. h m CI 2.00 0 W q� <t�l w I.q 4,000 GLAZTYPING PRODUCT a s e N J. 3' N 1.000 F ' Ix = .332 IN\4 `760. _ OM U w�t e Sx = .332 IN\3 CLIP ANGLE 1X2 MULLIO6063-T6 N 6063-T6 �P-000125 6.000 I 1.000� 2.000 Q w3 N0 u rI; 125 A `6o F J Z m Q J f I QwmS �' i 3 3' .125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 3.000 125 4.000 'W' DIMENSION HORIZONTAL OR VERTICAL �. MULLION 'W' - IN. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m .� 2' 1.688 a L Ll � n 3' 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. E O Ci 4' 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED = 0 6' 5.688 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. a r- Ix= .9502 IN\4 RECTANGULAR ALUMINUM TUBE MULLIONS d 0 x N o f Sx= .6335 IN\3 Ix = 2.9762 IN\4 USING MULLION PROPERTIES ONLY 2 w 0- Sx = 1.4681 IN\3 3 K)M .715 NOTES: o ; X3 MULLION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHH THE a C Z�.. +. 6063-T6 2X4 MULLIONREQUIREMENTS OF THE 2017(6TH EDITION) FLORIDA BUILDING CODE •a C) 0 IS -T6 INCLUDING HIGH VELOCITY HURRICANE ZONE HVH2. _O 2 J ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE (.7 2:5 r? T 1,875 ,125 APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER N C) F t �2.000I INFILTRATION,FORCED ENTRE RESISTANCE,SAFEGUARDS ETC. O L 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 70 THE BUILDING STRUCTURE 1 F--- -4.000 -�1 ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE Y u E^1.000-^I MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I H `G 1 125 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 o g E -E' MULLION CLIP FOR 1 BY TUBES Q R I CGI-383 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE 6063-T6 - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT y o o a A I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .125 REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. f 6.000 THIS PRODUCT APPROVAL IS GENERIC AND DOLS NOT PROVIDE INFORMATION 1.700--1FOR A SITE SPECIFIC PROJECT, ' LIFE SAFETY OF THIS PRODUCT,ADEQUACY } OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m o' 4.000 .125 INSTRUCTIONS• WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 'mL USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL 2.990 .125 11111Iu11AAAAA STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 �5V AH, FOR PARTICULAR OPENING. PRODUCE REVISED `�� .. ........GS9..�% ,� •� o i STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING -�-qWyig with fro plonda SIF V ABOVE LOAD REQUIREMENTS. glnldin6Lu STEP 3 USE CONNECRON TO MULLION AS PER PRODUCT AO�Pm°�td°��f �B = 7 - 4.000 - APPROVAL �Dmc /7n�ye !tk •�a+� = tt 9 = o g a 5 Ix 2.0374 IN\aUSING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By Sx = 1.0187 IN\3 Ix =8.2757 IN\4 S•TEPMULLIONDESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Muni .&P roduciC ��tl••�� i Sx=2.7586 IN\3 IN STEP 1 ABOVE. OF Q(/� drawing no. MULLION CLIP FOR BY TUB S USING ANCHOR TYPES ON SHEETS 4&5,AND ANCHOR GRAPHS i�CP 1Op •(�� M95-13A E ]X406M T6LION 2X 6063-T6MULLION 6063376 MOREHTHAN THE DESIGNDLOADCT SSPECFIED N STEPCHOR TYPE WITH D1 ABOVE. ''A�A�® A�� \` sheet 1 of 5 nun11 1 X 2 X 1/8" MULLION 1 X 3 X 1/8" MULLION 1 X 4 X 1/8" MULLION �v n 130:. 130 130 � � E VERTICAL f 120 120 120 MULLION:- Z FF q O I 38-/8• GLAZING GLAZING 7 F W ro j 110 A 110 110 PRODUCT PRODUCT w W 2 n s ss• 50-5/ MULL SPAN o 100 100 100 38-J •MULL S PAN 63• O C { "M y N N W1 W2 O r a 90 a 90 a 90 OZ� o 50-5/8•MULL SP I a O o ARCHES TO BE INSCRIBED 0 0 O J60 80 80 INSIDE RECTANGULAR SHAPE O y wmf 60 60 60 y O f 56• . Q¢Z J n 74-t/ HOft120NTAL MUWON Z N a O 07 0 70 w 70 to 'GLAL 63• O Q �' f % ZING i�� PRODUCT 3 O ! 84• i 50 50 50 o rJ ;i 50-5/8' 74 1/4• 9 75 N N 56• 3 m '• 40 40. 40 GLAZING GLAZING a iO 108• PRODUCT PRODUCT E 00 til n i B4• f 63 c p(x { 301 30 25 35 45 55 65 75 85 25 35 45 55 65 75 85 3025 35 45 55 65 75 85 I MUWON SPAN a c TRIBUTARY WIDTH- INCHES TRIBUTARY WIDTH- INCHES TRIBUTARY WIDTH- INCHES d 0 Hz-04 s 0 N to i 2 X 4 X 1/8- MULLION 2X6X1/8' MUWON -6 -03M � 130 13o TYPICAL MULLION ARRANGEMENTS a =z 0 So-s/a' WIDTH (W) 3 wt +w2 o 120 720 2 U p 56• 74-1 4• an E O 110 110 [t 63 \.4- 100 100 t< 74-1/4 MULLS a c R .I o a90 d90 ww;w�3Wo t I 96•MULL ONS oc3iu� I 84 mzoio 0 80 0 80 j J J Z = 108• { r7 V NOTE. WN?---� { w 70 w 70 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o o^q o«- O VERTICALLYOR HORIZONTALLY. 120' - (INTERPOLATION BETWEEN WIDTHS ALLOWED) so so cW } 96• 132' �71LII IIIIYY f 50 50 ��•V �� h ,° f 70' i 744• 92 ODUCT REVISEWD 40 40 asRce.*yh*'i&h L6e Fhmib _ Av1 !B-Df29.DA _*tzD a 132• 30 30riO° OF Qy�� drawing no. 25 35 45 55 65 75 85 25 35 45 55 65 75 85 B 'i IDP.: \�� TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH -INCHES MULLIONS Y �� ALI,�?�� M95-13A { A4iemi ede Product C ��i sys 3 YYY{rltttll,` sheet 2 of 5 I 2 ANCHORS TYPE 'A' 2 ANCHORS TYPE 'B' 2 ANCHORS TYPE 'BH' AANNCHORS U n 130• 130-. 130 I rn 38 3/8• UWON SPAN _ z 120 U 120 120 —VERTICAL Z m n z MULLION z O 110 50-5/ 110-. GLAZING GLAZING . Q y EllN 50-5 PRODUCT PRODUCT G fY.Op�o loof 100-. 100 O WµNtuQ a 90 a 90 a 90 CUP O U y m 63 I ANCHORS BO 6 < 80 W7 W2 p l7 0 80 Ozrc o 0 0 o Oacoti J J 74- J 38 3/8•IV UWON PAN HORIZONTAL MULLION O 4 ti 2 Z Z 2 CLIP ANCHORS Hyp m S2 70 p 70 o 70 ARCHES TO BE INSCRIBED �'¢Z�I w w to INSIDE RECTANGULAR SHAPE Q yWj y_•o p 8 6 0 _70- In 0 m 60 9 . 60 96 60 \\\ 0 5 ''PRODUCT 3 Q w o,f 50 1 50 10. 50 i 5 n 1 1 ANCHOR I 40 40 1 40 8 ETAIL d7 3 a G n 74 GLAZING GLAZING n 30 30 30 PRODUCT PRODUCT ANCHORS a p 25 35 45 55 65 75 85 '- 25 35 45 55 65 75 85 25 35 45 55 65 75 85 0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES �� MULLION SPAN a' V) c 2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'C' 130 130-. TYPICAL MULLION ARRANGEMENTS /nN w 30 M n 120 120 WIDTH (W) wt +W2 Z 38-/8•MULLION 2 p� 110 110 U o 5 5/8• ® to U.-� �' 100 100 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LL 38-/8• MU ON SP kN OR THRU 1BY WOOD BUCKS INTO CONCRETE a 90 a 90 ANCHORS 'B' I I 53 APPLICABLE TO ANCHORS INTO CONCRETE B 0 80 0 80 ANCHORS 'BH' 4 o g o J SO- J APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS 3 6 OR THRU 1BY WOOD BUCKS INTO BLOCKS M ffi 70 70 2 a On 5 • o11 41 ANCHORS 'BF' 60 B6 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 60 OR THRU 1BY WOOD BUCKS INTO BLOCKS 10 • 50 74 50 ANCHORS 'C' m o 3 1 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES C 40 40 30 30 fie''•J SF••. � � , to - 25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCT REVIS® OS '% \ $• ! TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES as wmPlying with Lbc Florida = 1 7{7= 0 8 t { Buildmg Code NOTE: ANCHOR LOAD CHARTS ^°�� r8-or2Q.o8 2fE�6 �`o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER -O'.• i OF 6y� drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS. ey AZ LOT ;• ` FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS Mlmni e�Prodict i'�aS/®BALI% �\` M95 —13A (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 3 of 5:3i i E 130, 4 ANCHORS TYPE 'A' 130 4 ANCHORS TYPE 'B' 130 4 ANCHORS TYPE 'BH' CUP r' Q ANCHORS V 38 /8' 38 /8' _ dR 120 120 63' 120 VERTICAL Z n m z 74- 4' S0-5 8' 38-/8' MULLION o Q F q J 110 W 110 f" i m B MU N AN Sg• GLAZING GLAZING N a s C 100 100110 PRODUCT PRODUCT 96 0 10 N 84• N 50-5 8 MU SPAN a 90 a 90 n I 1 I 7a t/• a so ANCHORS a T\Xa 6' s wt wz oWm amp 080 1 080 080 pa. 0 U OB c9 63 CLIP ANCHORS HORIZONTAL MULLION Q 0 N O y1 70 N 70 y 70 ARCHES TO BE INSCRIBED 0'C Z.� a WO 0 12 wp 74- INSIDE RECTANGULAR SHAPE Q W N LL C 13' 0 PAN _ �?o� 60 60 60 'GLAZING '�Z l07 Q 84 O PRODUCT 3 a W // 50 50 50 i a 10' ANCHOR 4p 40 40 ETAIL d1 # a C n � N GLAZING GLAZING CIDP 30 30 30 PRODUCT PRODUCT ANCHORS a o 25 35 45 55 65 75 85 25 35 45 55 65 75 85 ~ F 25 35 45 55 65 75 85 E O Lj `• TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I_ MULLION SPAN �� •E r c 130 4 ANCHORS TYPE 'BF' 130 4 ANCHORS TYPE 'C' d O=N o TYPICAL MULLION ARRANGEME inu~i 50-5/8- Y� 3 N M I 120 120 v3 n 6• B' WIDTH (W) = wt z w2 $ z o 110 110 o C9 ag 100 38-3/ 100 ANCHORS 'A' to U APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U)1 /4 OR THRU 1BY WOOD BUCKS INTO CONCRETE I 90 50- /8' I 90 ANCHORS 'B' 0 0APPLICABLE TO ANCHORS INTO CONCRETE J g0 0 80 t08 ANCHORS `o 63 t20 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS c 0 70 0 70 73 M AN OR THRU 1BY WOOD BUCKS INTO BLOCKS H 74-1 ANCHORS 'BF' 60 96 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS to ' OR THRU 1BY WOOD BUCKS INTO BLOCKS 50 c m 1 50 ANCHORS 'C' m o 1 LL S APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES o 40 40 c = `tt1111 I11/TT�r O 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES PRODUC717 REVISED y. z as cemNYmB with the F'buda O 7059 r Build'mg Code �j =' •l�T= o gJ Li a < Z ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS A i-13111 -� ? •� ' A ��38. � o LOCATIONS AT HEAD, SILL OR JAMB ENDS. T of (y drawing noM95-13. (INTERPOLATION BETWEENBV 0 FOR ANCHOR DETAILS DWDTHSRORON SEE SPANS ALLOWED) THRU 5. Niion,a edeProduct ��:ss/O{IAA ,%\ i 4 ANCHORS AT MULLION ENDS �/I filth sheet3.1oi U � e d/4"0 ULTRACON I 1/ANGLE °.1/4"0 ULTRACON NBTCH WOOD BUCK .TO ACCOMODATE 2 X 2% 1/8" 9 2 X 2 X 1 8" 2/ANGLE •CLIP,ANGLE TO MASONRY Z m m z ALUM ANGLE ALUM ANGLE 4 O_F 0 Z q e 14 S.M.S. 14 S.M.S. 2 ALUM%ANGLE f f ?n 2/ANGLE 2/ANGLE - a S G 14 S.M.S. O oo�m .e 3/ANGLE a q�a -'--C___ d io C___ __ 2/ANGLE 0 ULTRACON oo G ANGLE o O O • ___S___ __ I.1 "t c MULLION MUWON _- Q m j a ' MULLION CONCRETE OR Q W 0mi f 113Y OR 213YNASONRY BLOCKS 0 1B OR 2BY MUWON W000 BUCK MULLIONWOOD,BUCK N 2X2x1/8" 2X2x 1/8" - "• = C it ALUM ANGLE ALUM ANGLE MULLION 2%2%1/8" n 2-5/8"LONG 2-5/8"LONG ALUM ANGLE to - m < a 3-5/8"LONC 0 roi O lil c N NNn 0 In I I to O 0O 1.500 1.500 � •� MAX. .. MAX. I O i 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1.500MtAX 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS m y B= CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL `o-iE o MUWON i 3 SCREWS PER SIDE REQUIRED FOR d 4" & 6" TUBE MULLIONS 2x2X 1/B" ALUM ANGLE I I 0 m i 14 S.M.S. _ Ir- ------------ 2/ANGLE aoi MIN. II ` o o-• i II II NOTCH ANGLES TO o w o II �I OR IM MARBLE SILL �� II II �`'��' CEN '"•;Y!',�i I ,� _a PRODUCT REVISED = .7 2 a ° I. ° d w cealpl with the FDrida -_ •+y p 17= 9 0 o ........................ . .. 9 .. nlrildmg Code - G 2l',� #1:�--r, OFPRECAST CONCaSILL'0' 1/4"DIA.ULTRACON Oy1/ANGLE Y R U � a d/4.0 ULTRACON 4.0 :2 in 1' ANGLE "eo NOTCHWOOD BUCK' m / .1/4'0 ULTRACON .TO ACCOMODATE MULLION CUP MULLION CUP 2/ANGLE .CLIP.ANGLE TO MASONRY Z m m z FF q p, O Q W Z —°- - a p S 6 d' °N` M :... aW I 'd ----�________— ________ •d_°:a.,° GELTRULTRACON od � _ = 0Q�J,aOO�cE! QIL O>aNmO MULLION MULLION Wj ZN F_f�OLLfS9 ebo MULLION00 CONCRETE OR QW NASONRY BLOCKS 1BY OR 20Y 1BY OR 2BY WOOD BUCK WOOF BUC MUWON MULLION K MULLION OE t5Wul 8 _ mn d I I v OFNo I I I I 2 el N� I I I O II O n L ZJ.. ! .dd i i d LL 30 N 0 I I c Uo • I I to I 0 6 c I I a MUWON I I I I I m rc 6 I I I I SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO n 1 B OR 2BY TUBE MUWONS --------------moi AND FOR FABRICATION OPTIONS OF MULLION CUPS 00 II II c �I I� NOTCH CUPS TO 11111111] O j I MISS MARBLE SILL jl II OR TRIM Ij II `�'��.'OEN '� I •� o PRODUCT REVISED — A41 m e *yinB with dw Fkdb = 0 0592 d, . BuOdhlgCode 18.0129.0$ °PRECAST CONC°•'d g I ATE OF 4{/� drawing na. 1A ULTRACON ` ANGLE /4-DITvtian Dade ProductContr �'%,s ��. M95-13A sheet 4.1 of 5 H � Od0 a WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 c1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM V q w AND TRANSFER THEM TO THE BUILDING STRUCTURE. ACCESS HOLE G ¢ $ 2 OR 4 ANCHORS TYPE'C' O 0~ METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE SHEETS'&3.1 OR 0 8 to FOR CAPACITY TUBE MULLION Q Z Ir TYPE 'A'- 1/4" DIA U TRACON BY 'ELCO' (Fur177 KSI,Fy=T55 KSI) _ {t,y ------------ ------------- INTO ----------- �- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c 1-1/2" MIN. PENETRATION INTO WOOD LIC THRU 1 BY BUCKS INTO CONCRETE - 1-1/4" MIN. EMBED INTO CONCRETE ______________ Fuj TYPE 'B'-1/4" DIA ULTRACON BY 'FICO' (Fu=177 KSI,Fy=155 KSI)DIRECTLY INTO CONCRETE1-1/2" MIN. EMBED INTO CONCRETE 11NSTAlEDwlN EITttEBRE yta x a/a FH slns1 PER CUP AT tX2&1X3 MULLION t-TYPE 'BH'-1/4" DIA ULTRACON BY 'ELCO' (Fm"177 KSI,Fy=155 KSI) DIRECTION . I 2 PER CLIP AT LARGER MULLIONSc DIRECTLY INTO HOLLOW BLOCKS a �vl 1-1/4" MIN. EMBED INTO BLOCKS MULLION o xN THRU 16Y BUCKS INTO BLOCKS 1/8"THICK ALUM CHANNEL i i 181 OR 23Y TUBES 04 LENGTH TO FIT t•1 I- TYPE 1-1/4" MIN. EMBED INTO BLOCKS NTO MULLION 0 y'BF'- 1/4" DIA ULTRACON BY'£t GO' (Fu=177 Kst,Fy=t55 KSI)DIRECTLY INTO FILLED BLOCKS1-3/4" MIN. EMBED INTO BLOCKS ANCHORS DERAIL1d CD OTHRU 1BY BUCKS INTO BLOCKS METAL TO METAL CONNECTION -11 1-1/4" MIN. EMBED INTO BLOCKS F TYPE 'C'- #14 SUS OR SELF-DRILLING SCREWS (GRADE 2 CRs) INFO METAL STRUCTURES B (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS $ I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ° g p- STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) - I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. [ INTO WOOD STRUCTURE = 1" MIN. m m INTO METAL STRUCTURE = 1/2" MIN. 6 WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. ° CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. \tLltttlltttl7f �� C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. ,(� \\\ Aff m - GFrNBF \ i PRODUCTREVISEID z 70592 r_ n as.-0yotg with dw Florida _ 'W: 7�T :ft= 8 OAuildasg 18-01 `•,4� � 2.!!'F, �z�—� I' cake i ;tad D�atc of �(y� drawing no. i B t°P 'C�°\ M95-13A Nliant' adoPr.dmtCaao' 71C• L t�\\\\ sheet �j °f 5 Ttitllilt f t M ��E MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 L DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamiaaae.eov/economy CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested.for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No.W10-31 Rev O,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/corners, see limitation note 4,below. 3. Max shim not to exceed %"at Head/iambs&'/2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 90°& 135°exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for'. nchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1011.18 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 17-1218.20 CDADE COUNTY Expiration Date: September 22,2020 Approval Date: April 12,2018 Page 1 CGI WINDOWS and DOORS,INC. 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L,titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad;P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90° corners,prepared by Architectural Testing,Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively,both signed and sealed by Joseph A. Reed, P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets& 0XXX,prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W&-W-1, dated May 22 &23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer&insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed& seal d by Ram sh Patel,P. E. shaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208490, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham, P. E. (submitted under files#13-1121.08 /#12-0821.16). C. CALCULATIONS ` 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5t'Edition (2014),prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their"Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC Stn Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad,P. E. 2. Addendum letter dated SEP 24,2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement,part of above referenced test report. I haq I.Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-2 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O,titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest,prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA#17-1011.18, expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-3 n FF ZZ0 h h Q� 2N fl C vo`0 c� J a� zCit 0$'w V ora aOZm o IL 0< � OmQ mZC cv Q W 7 LL 0o LL i o_ mf �J�j Q W d 1 � N J O o C � N L Ori C: N v=:C„o N THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. d 3 r7 SHUTTERS ARE NOT REQUIRED. E T z Lj 6 3 o � SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR ;TZ•DUcraEVIBBp DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON 11 Op�PU'�a�+th dw File" o DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING �"b'"aCede Aaeptaam No T-(21 2O MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. � .d * -N ft 2- 0 / G APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED ` SCS o BY BUILDING OFFICIAL. c o t oZ c W THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ren INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS .. TO THE BUILDING STRUCTURE. LAMINATED GLASS AND =d ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: LAMINATED INSULATING GLASS o S 'o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT z z o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USING APPLICABLE VELOCITY,ASCESLOG.HSTA HEIGHT. ZONE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 DETERMINE DOOR PEA AND FROM TABLES ON SHEET 13 '•'J F.�''•, FOR THE GLASS TYPE AND REINFORCING TO USE. qO�D REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. MAR O J rr 71 S92 '�_ m m B n USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION i THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED I FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �'✓ IN STEP 1 ABOVE. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 0 V STA OF [{Y�� Browing no. WATER INFILTRATION RESISTANCE ETC. STEP�_ THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 %a`•'• CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 4 SHALL APPLY TO ENTIRE SYSTEM. ��s'' D�'`C9\�� ljj AND TO BE REVIEWED BY BUILDING OFFICIAL Al.1� �� sheet 1 of 28 6' 3' (8)ANCHORS �I , CLUSTER SHOWN p to � 3 TRACK in 282 13/16'MAX. HEAD ANCHORS 0 Z n IQ Z n � ~lu ro DOOR FRAME WIDTH Q LL m o ANCHORS IN PAIRS HEAD ANCHORS 14"MAX. O p.�.,o O 48 1/8' 2. 3 OR 4 PAIRS HEAD/SILL 0'� AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 w NOM. PANEL WIDTH AT 3"O.C. 6"MAX. O C 1 13/16" FALSE MUNTIN SEE CHART ON SHEET 15 HEAD/SILL 0 b H M MIN. OPTIONAL /{ C E FOR CAPACITY CORNERS V p a Q ` O REINFORCING I Q W�LL m^ _i___�I AT INTERLOCKS i {L ZIn_ _I�.___,F OPTIONAL .1 L7 m ' G i II H H SEE SHEET 13 i Q A f I FOR CAPACITY M r===3t=_ / I O .o � 2 FL OP�,,Itt 2 POINT 42 1/8' j C SINGLE LOCK D.L. OPG. `O n x o II II SEE SHEET 24 i° II / II /� FOR DESCRIPTION /� /� /i z I o h N J oo Z o' -- II /1-II m O n o as __- _�;'_ /� %• '%� '%� �Td I v v z O 1+1 a a a a a ami N �� IL=-='1F-- C O Q II II O- N N b Z�I t2 3 M I •OO 3 M m Q Ym I E r-Z J N 0 0 O `n 1 I m W POCKET JAMB fes. O SILL TYPE 82 ANCHORS (SEE SHEET 6,8, 11 a¢ 2. 3 OR 4 PAIRS 48 1/B' & 12 KET in'0 AT STILE ENDS INTO CONC.� 48 1/8 PANEL WIDTH &DETAIL M ON JAMB ANCHORS (6)ANCHORS PANEL WIDTH SHELT 23 3 TRACK CLUSTER SHOWN AT 3'O.C. ) (SEE SHEET 23 FOR �+W JAMB ANCHORS �- •SEE CHART FOR SHEET 15 TYP. INSTALLATION) o,n 3i o FOR CAPACffY c vi oRODUCr REVl%D z �.{6' 14• 3• oc mnply6>(R with the Florid 05 o o z 3 TRACK IAAd" Qed° n SILL ANCHORS AeecpmNo 17-121 •ZO V.*ntin Date24 2 B D F I( `o o rioiM Fa.rtd '" IA 8� 8. 8" 8" 8" (I)WEEP CLUSTER (2)WEEP CLUSTER (2)WED'CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WUP CLUSTER (1)WEEP CLUSTER V�NSt` .• n TYPICA ATION TEsrED unrt pd s m jj a m s s D.L. OPENING MAR 05 1018 } 6TATB F '•({,� dfowi0 O.L.O HEIGHT DOOR FRAME HEIGHT- 9 11/16" �'1�!(ORlO :' �� D.L.O. WIDTH = NOM. PANEL WIDTH - 6" •.• PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" ,��sgi�0�AL1��C9 sheeto 0 28 (8)ANCHORS 6' 3' / - CLUSTER SHOWN P. U v N 2 TRACK HEAD ANCHORS O e 14' Z n % F 'O J 190 9/16• MAX. G °i 0 W q m DOOR FRAME WIDTH FALSE MUNTIN 14•MAX. O 00 OPTIONAL ANCHORS IN PAIRS HEAD ANCHORS AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 SEE SHEETS /�SA 3.O.C. 6' O 1 13/16' 17, 19 & 21 - / SEE CHART ON SHEET 15 HEAD/SILL W W J/ CORNERS V ui MIN. FOR fl%. PANEL Al Cl FOR CAPACITY O ATTACHMENT --��1 �7 �--`�7 1D 0 o C A .moi ` -___ ----� O 0app o 000 d NN � x ' �a:2.Oi n :p Q W REINFORCING I LL Z U)=n ___��_ 02 AT INTERLOCKS J Z Q .1 c l I H oil SEE SHHEELT 13 a w 01 f FOR CAPACITY I 0 i 2 POINT 42 1/e' 42 1/8' w __ ��I,,I ,I,Iii SINGLE LOCK D.L. OPG. D.L. OPG. --=I====T=== SEE SHEET 24 is _ FOR DESCRIPTION O I N N II II Z I XQ Z L of N m W O Z 3 0 O v 0 0. it �' I I �' �• %• ��I m��o o H � 0O m C __-1--='1K-_ O H N O II II ' o al NP u p 4===� v=1 2M" �� / 9RDDUCf REyi� O mSILL TWE B2 ANCHORS 14 Flyy� 2 TZa;RACK Sd 2, 3 OR 4 PAIRS` - 48 1/8 48 1/8' aY+�6•ilY ' POCKET Flua6fnade H JAMB ANCHORS '0 AT STILE ENDS PANEL WIDTH JAMB ANCHORS �OMUhna Na,� 7 C 8C PANEL WIDTH W AT 3'O.C. Fapirn,•iae Duro'��'� Z SEE CHART ON SHEET 15 i o FOR CAPACITY 6'p LC n o 2 TRACK C.ahol _ _ SILL ANCHORS a v i �6• 14• 3� (6)ANCHORS W o o TYP' CLUSTER SHOWN D.L. OPENING D.LO HEIGHT = DOOR FRAME HEIGHT- 9 11/16' m ° B l D 1 D.L.O. WIDTH = NOM. PANEL WIDTH - 6" •> ' PANEL HEIGHT = DOOR FRAME HEIGHT-1 3/16' °c o 1^--M 8' B' B• 8' 8' 6' 18'I 0) ```11111111 rr fir'' i i ■tv aorta W au exr nt 1��I r (z)KIP aorta 0)�au'rta (0�au'mt . �J�®•�Fd G o i MAR 0 5 2010 a (TESTED UNfn YPIC o° TAL ELEVATION L� •.• 4%TeOF ./y� Browing no. REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. '� S' •..R1oC9W 1 0-31 ]l rrrr 111111`11 sheet 3 of Zg 6" 3" (8)ANCHORS (8)ANCHORS rr'' CLUSTER SHOWN�e `CLUSTER SHOWN V c"i ... 7YP .... � .... (SEE SHEET 22) �... / 1 � n O 14- EXTERIOR EXTERIOR _- z m J i a, 3 TRACK OF. W o n 149 5/16- 146 9/16" 97 3/4- HEAD AN f 2 DOOR FRAME WIDTH E ? o. DOOR FRAME WIDTH Q a Q DOOR FRAME WIDTH �O �to 0 O� o U FALSE MUNTIN ANCHORS IN PAIRS HEAD ANCHORS 74- HEAD ANCHORS O w N OPTIONAL 2, 3 OR 4 PAIRS HEAD/SILL 48 1/8• 2 OR 4 PAIRS a a AT HEAD/SILL/JAMBS AT STILE ENDS NOM. PANEL WIDTH SEE SHEET 15 AT CORNER STILE ENDS 6'MAX AT 3'O.C. SEE CHART ON SHEET 15 HEAD O v N W LL SEE CHART ON SHEET 15- 1 5'` FOR CAPACITY SILL n FOR CAPACITY CORNERS 1 MIN. 13/16 a 0 E- 0 I O[Log 61 - ONy¢ W Zj N I REINFORCING IL W y LL O Z _+___I OPTIONALAT LOCKS Z Z m Q j I M II I H H Q SEE SHEET 13 Q W A E Li J I II FOR CAPACITY z 1 =-=1L===�L = 2 POINT o U Ir �I DOUBLE LOC S j• L�5,�Z N I 2 1/6 ISEE SHEET Z,L OPO FOR o _ 1 I� _ I 7DESCRIPTION 42 1/8- 2 POINT42 1/8' �=_'__ =T== w D.L. OPG. I DOUBLE LOCKS D.L. OPG. I / l / / m i %, �, �, m SEE SHEEPz '°uFOR DESCRIPTION U 1 Idz -J === L Q� IV POCKET SILL TYPE 82 ANCHORS SILL TYPE B2 ANCHORS 1 8• 48 1/8- 48 1/8" �z O JAMB ANCHORS 2 OR PAIRS 2, 3 OR 4 PAIRS 48 / PANEL WIDTH 1/8• PANEL WIDTH In �,r„ AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK N u SEE CHART FOR SHEET 15 SEE CHART ONASHEET 15 JAMB ANCHORS FOR CAPACfTY FOR CAPACITY g 1 z �6" 14' 3- (4)ANCHORS EXTERIOR EXTERIOR vl MAX TYP. CLUSTER SHOWN (6)ANCHORS 3 TRACK -' CLUSTER SHOWN n (SEE SHEET 22) SILL ANCHORS (TESTED UNIT) _ 0 0= TYPICAL ELEVATION `n PRODUCt REVIISM O nn pwn-ilk 1leFwa iv9Qing Cain ```11111111////��,-- o •I q�w.o:`�«��-(Z(x-� MAR 0 5 �n�a AlW.... a1co.Noi 2 1 q�OF :• = drawing no. RI FRAME WIDTH DOOR FRAME W. THIS APPROVAL QUALIFIES DOORS WITH APPROVED u --PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o H ARE PRESENT. m m 3 L FOR DOORS USING 90' & 135' CORNER STILES 0 F h m c y H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 Z "'n a o a'OO�o v o OWN`^ XXX(SHOWN) © OH EXTERIOR 4© 0 G 5 M u OXX XXO V 02m XXX(REVERSE) 0� °o DOOR FRAME WIDTH FRAME WIDTH 0 a Q ~ NON-REINF. INTERLOCKS 001 N SEE CHART ON SHEET 13 Q W LL N 2 N:o mQ Ir w L H J1 H H Q La M LL r � � O 0 L o C n XXXXXX(SHOWN) © EXTERIOR O Jt O O O OXXXXO 90 CORNER DETAIL'0'ON SHEET 22 NOM. PANEL WIDTH L in 135'CORNER DETNL'P'ON SHEET 22 O n OPTIONAL IN LIEU OF J1 z 0 W Of DOOR FRAME WIDTH FRAME WIDTH ut U N LL C PANEL WIDTH N C H R 3N� m 0 w 0- V N a4 µ kH y C Z W n o K (>0 Q W O XXXXXX(SHOWN) © EXTERIOR O 0 O Q "AODUCr REYMP 90'CORNER DETAIL'0'ON SHEET 22 of�Pbfng rich the FM,YL 135•CORNER DETAIL'P'ON SHEET 22 NON—REINF. INTERLOCKS 1wding Code �,G OPTIONAL IN LIEU of J SEE CHART ON SHEET 13 Aoceptan<e No )7 72/.D•� DOOR FRAME WIDTH FRAME WIDTH E'p`^'�A1C/,�.Z2.�Zd z PANEL WIDTH h �S .tr(,ta 22 w u M1L m' Prodw CO." H u 3 G J H o 01 1 5 H H r c m_=Tz -- o N o a o a a z � o XXXXXO(SHOWN) © EXTERIOR QO OH Q o OXXXXO 90 CORNER DETAIL'0'ON SHEET 22 NON-REINF. INTERLOCKS N `��71�j 1^11,4,�11jxxi� i 135'CORNER DETAIL'P , 'ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN UEU OF J R`•• �' i NOTE: MAR 0 5 1018 APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. •;�y`o NON—POCKETED DOORS (NON-REINFORCEDSHOWN) 13FOR SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. O f%ATe OF �j drawing no. .� ORIOI` O�� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. %�� y W10 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 'x is;OAIAL 1111111111 sheet 5 of 28 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED [ej�DOOR FRAME W. ctANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSSEE CHART ON SHEET 13WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22I I o H r ARE PRESENT. 3 I L i FOR DOORS USING 90' & 135' CORNER STILES Z h m U e U H Y Q // ILIMIT MAX. DESIGN LOADS TO 160.0 PSF LL jp�, rnp G P loa K Q d C 0 I M I OWp`^ U L C W MO OH FF C PXXX(SHOWN) ERIOR ( U© O 0,n XXXP V p m DOOR FRAME WIDTH DOOR FRAME WIDTH O' C 4 y o aa + EL WIDTH NON-REINF. INTERLOCKS O d r---- ---� SEE C ON SHEET 13 y y Jp e x 0 I H J H I �Q lY � H H YI jY i Jpm< J I 10 Y i Q W Oyl f 1a m p o- a0 l la U I O O I M M j I 0 Cl I I I I I I I I J m o C PXXXXXXP(srlowN) M O EXTERIOR O O HOO o — m 90'CORNER DETAIL'0'ON SHEET 22 '^ 135'CORNER DETAIL'P'ON SHEET 22 i OPTIONAL IN LIEU OF J c'+ 00 n DOOR FRAME WIDTH DOOR FRAME WIDTH z 0 W NON-REINF. INTERLOCKS N I j SEE CHART ON SHEET 13 z C r-- p N p I (- o 10 rn o o- $ o- a N 3 0 0o i M K L PXXXXXX(SHOWN) �POCKET EXTERIOR PANEL WIDTH O !RODuct"'mXXXXXXP CAVffY NOT BY CGI 9O CORNER DETAIL'0'ON SHEET 22 wcaoplyyg lb.F,." 135'CORNER DETAIL'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J AmBheceN-TY-2—Ay.DOOR FRAME WIDTH E� LB Dale w z DOOR FRAME WIDTH �9 NON-REINF. INTERLOCKS a 2 W SEE CHART ON SHEET 13 ply�• H 3 r v W o I H J I 10 o I is o I M N N p L__ PXXXXXO(SHOWN) O O EXTERIOR OO O OXXXXXP 90'CORNER DETAIL'0'ON SHEET 4WPANELWIDTH H N �I 135 CORNER DETAIL'P'ON SHEET 22 �P ...,• ✓,�' OPTIONAL IN LIEU OF J I 8 uC NS APPROVED CONFIGURATIONS � POCKETED DOORS (NON-REINFORCED SHOWN) '� 1I j '• p c a s NOTE: _ No's SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS MAR �'• 'III T� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O 5 2018 i I:• �± 0 THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. `A' �I �� drawin no. �'AII OF le 9 POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. S f? T?!DP•`•��: W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ''��i i��U�16.N111 sheet 6 of 28 Ooo _MAX. FRAME WIDTH --� THIS APPROVAL QUALIFIES DOORS WITH APPROVED i REINF. INTERLOCKS ( CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ��--- SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 w o K ARE PRESENT. z ti j W p FOR DOORS USING 90' & 735' CORNER STILES 0 m m = H y LIMIT MAX. DESIGN LOADS TO *60.0 PSF H "ro D G asQ1&�`v-n 0 O N o EN Kt (H) EXTERIOR G7 OG'nm o(swowN) 0'a>1, paoFo Sp DOOR MAX. FRAME WIDTH 0�'lil¢ d REINF. INTERLOCKS 2 2 O q SEE CHART ON SHEET 13 w y1i 0 a n to ~S KtR(W 01 f V 0o L1 v N U Kt EXTETRIOR N,-' o XX ti � m n o ri 6 c v J8 X 3/4-SMSN DOOR FRAM. E WIDTH AT 24'O.C. MAX.FRAME WIDTH > O 2 N o 1 G 3N�b U Ht M 7 N H i 't7 3 W J � C 2�a 30 -n :o 0 dt 10 R Q EXTEIO Gt c � •R0DuCrRgvlsEEq 90'CORNER DETAIL'O'ON SHEET 22 �cumplyrogaith the F7nd6t OXO(SHOWN) 1357 CORNER DETAIL'P'ON SHEET 22 EmAdiwg C'edc OXO(REVERSE) OPTIONAL IN UEU OF J7 AeceptaeceNi J7-i2L2.z0 5 w EipinCst thte ii h DOOR FRAME WIDTH MAX. FRAME WIDTH (,•_Io REINF. INTERLOCKS SEE CHART ON SHEET 13 w zg d zw o 0 0 v z z z rs El, G1 G7 0 EXTERIOR OXXO 90'CORNER DETAIL'0*ON SHEET 22 \111I11Illtttb o XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF JS MAR 0 5 2018 ' '0 o APPROVED CONFIGURATIONS NOTE: �T NON—POCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. IJ, gC SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS / �� dfowing n0. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. t§D�TE F tp� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. "i�L` ;ORIOH..'G '�� W10-31 TWO U TRACK 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �SSlQNAt.I� `�� sheet 7 of 28 I DOOR POCKET CAVITY NOT BY CGI V FRAME PART OF THIS NOA WIDTH DOOR FRAME WIDTH n �--� DOOR FRAME WIDTH DOOM NON—REINF. INTERLOCKS o I I I r---- SEE CHART ON SHEET 13 JNOT _ Z m m 3 w I I I O F m Z I I I H I Z 10 0 j IY Iz U ., ly Q� N a yo io is la m0 o- la �a00`m U M OdN oj O I M L1 I d ---- O EXTERIOR K7 I____ L EXTERIOR o In PX(SHOWN) L PXX(SHOWN) O O L1 V 5 m f LL XP ) o>m XXP O'C¢m °o THIS APPROVAL QUALIFIES DOORS WITH APPROVED O-c o � rig CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS � D: co mn 0 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q w�d a ARE PRESENT. {�Z m--o DooW�l DOOR FRAME WIDTH In FOR DOORS USING 90' & 135' CORNER STILES J u m°C j r---- ----� LIMIT MAX. DESIGN LOADS TO *60.0 PSF Q w m f I � I NOTE: C�_ cYi 'F63 u 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. N yl rc I0 b x0 i o 01 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. o C o M M i j n. ll� a, 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. a __J L IOR 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. O O � J 7 M co �� N n PXXP 90'CORNER DETAIL'0'ON SHEET 22 z O� 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 N -0N C Q O o DOOR FRAME WIDTH E WIDTH DOOR FRAMr7 n NON—REINF. INTERLOCKS a✓., N I SEE CHART ON SHEEP 13 E C Z__ I L H H I r__ 6 3 — o I O 1Yrn U % :% !3 ✓ YI IY YI g U�� 10 O b Oj �O la al la o O O --� oRODUCt REVISM EXTERIOR O 6 G PXXXXP 90'CORNER DETAIL'0'ON SHEET 22 ETdoWi.R Cods the Acceptaocc No_)7�/9 it_� 135'CORNER DETAIL'P'ON SHEEP 22 OPTIONAL IN LIEU OF J Er<pfr�RToa Dote a 0 s w u DOOR FRAME WIDTH lbd• �� ` V a DOOR FRAME WIDTH P�oc+C.oalNp9 m NON—REINF. INTERLOCKS m o o p SEE CHART ON SHEET 13 I e w I J a m n I� U IL_j yOSS IIL om� o- is POCKETS ARE NOT PART OF THIS APPROVAL 0 0 I M K1 I AND TO BE REVIEWED BY AHJ. O a I L__ I r9— EXTERIOR O HO PXXXX(SHOWN) 90'CORNER DETAIL'0'ON SHEET 22 �`��: uGEN '•;�'�� PXXXO 13V CORNER DETAIL'P'ON SHEET 22 / I XXXXP OPTIONAL IN UEU OF J No 7052 oxxxP OAR 0 � 1018 APPROVED CONFIGURATIONS POCKETED DOORS (NON—REINFORCED SHOWN) �F :��` drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ''� �: ORP• \ 31 TWO (2) TRACKS ,��SS�OddAl t�t��`` she t 8 0 28 I THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V o ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES O h Z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 2 ro Qa Q� C U DOOR FRAME WIDTH FRAME WIDTH 0 O 7 Gm� NOM. PANEL WIDTH NON-REINF. INTERLOCKS VOW SEE CHART ON S 13 a ¢m 0 H O ILO< .�/ - O 4�°-Q In W U) o o- jaw< j 0 � Qwmf �' XXXX(SHOWN) OXXX N XXXO - U XXXX(REVERSE) © Q EXTERIOR Q Q 0 0 N L Q L z Of H U E = C C-4 o DOOR FRAME WIDTH FRAME WIDTH o rn N NON-REINF. INTERLOCKS O M n SEE CHART ON EEr 13 c1 -0 3 N OZ' H H J1 H H € 3 p o HH H C)-:2 0 o G x ' XXXXXXXX(SHOWN) OXXXXXXO c N LO OH Q EXTERIOR OH J7 O O O © w`3 W 9Q CORNER DETAIL'0'ON SHEET 22 NOM. PANEL WIDTH o .3 cg 135•CORNER DETAIL'P'ON SHEET 22 PRODUCCREVf6f>p OPTIONAL IN LIEU OF J7 u—piyin wits the FYlAk v Wo haldi.g Code Amla-ceNo .2v E�pirrUoa paten I , e hA•al R.rfr Plarocr(ktild - _ O ```1\11111111/�' o R 0 5 I NOTE: 70592 _ a APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCKETED DOOR (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF ;'[�� drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS ftOR1D1; �� W10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � s�ONAl1 llult1111111` sheet 9 of28 J THIS APPROVAL QUALIFIES DOORS WITH APPROVED V $ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IR n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. Z q A i FOR DOORS USING 90• & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF Qw f LN al 0 l6 0 C OJ 0 " tV cq0 °>m Qaoo .o� �Nul tQ W z b DOOR FRAME WIDTH FRAME WIDTH oN 2v NOM. PANEL WIDTH NON-REINF. INTERLOCKSJ 2 tD �:J Q 'I SEE CHART 0 SHEET 13 Q w to f r /-,� O H -- H C 1 0 0 G G N o O rl XXXXXXXX(SHOWN) H N OXXXXXXO � G2 OH HO 0 OH 0 EXTERIOR ©• 0 x N o 90'CORNER DETAIL'0'ON SHEET 22 •RODUCf tZEV6886 W In 135 •CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J O plyin xith the Radio 0 M n Tuddint Qodn- Ej 3 n Aa<PW..No17-121((•20 E C Z_ Eap4npan Imt. O—� DOOR FRAME WIDTH NOM. PANEL WIDTH dlltir filet N V g\- O H J H G LI 0 G L3 XXXXXXXO(SHOWN) 01o OXXXXXXO © OH O Q Q12121 I O EXTERIOROOO. 90'CORNER DETAIL'0'ON SHEET 22 V _ 135'CORNER DETAIL'P'ON SHEET 22 p OPTIONAL IN UEU OF J m O ` LIAR 0 5 .`'�v�°AN,gg�'o 1018, NOTE: /? No.7,592 a APPROVED CON FIGURATION c 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKET D DOOR c (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ��//s�rATEaF � drawln no. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS k/� 9 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �i,`s�O^j�p`��` wi 0-31` �Ilunnl\\\ sheet 10 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVEDU 5 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES Z "�m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF (•.w m t QIL 0ga` m^ IL DOOR FRAME WIDTH It c C DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF. INTERLOCKS 0t W SEE CHART ON S EET 13 O • I I 0n = I H I o W I� z H KZ� lY Q w 7LL Ip is p H �a J ZmQ J o M I Q w 0 f L I PXXXX(SHOWN) XXXXP ® O EXTERIOR Q Q 0 U o C 1 n m .n L I-. O .IJ " z O O FRAME WIDTH �" -0 u LL C NOM. PANEL WIDTH NON-REINF. INTERLOCKS cv o DOOR FRAME WIDTH SEE CHART ON SHEET 13 N�: N O M n v3 I H H J H H Iri 6 CZE o ,rii ICYi z 1 30—n o m o v '% 1 ✓ ;~ 7 G f i s O I ° 1 C7 a � a o 1V om w o I M I I 1 PXXXXXXXXP (srlowN) L MO O 0 (2 HO EXTERIOR OH 90'CORNER DETAIL'0'ON SHEET 22 z H 135 CORNER DETAIL'P'ON SHEET 22 2 OPDONAL IN UEU OF J vRODUCf REVI6fD w w w at caopMg.U6 Js FWT4 pcoAe 1 _121 •20 m o E-0-nce No FjpirtlMe Dotk. e LcLTZ - 616r' rmd-CoaMf c v 90� c O OAR 0 6 2018pD.`,,,11111,111,,,, o APPROVED CONFIGURATIONS �oc sl I a POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: !�b592 •• o a ` {�'D SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS �� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. r.!",l1 q �� dwing no. 3. FOR COR DETLS SEE SHEETS 15 THRU 23. ' OF cf,; 4. DOORASHHALL MEET FOUR (4� TRACKSro EGRESS REQUIREMENTS AS APPLICABLE PER FBG. ' W 1 0-31 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. YY11111I111111 sheet 11 of 2$ THIS APPROVAL QUALIFIES DOORS WITH APPROVED u CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 X10 0 ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES Z h m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF O "N W Q a N O Q.O ry0�v U N O t'a q V o'wa of 0-m o paoo .°i o.3 FRAME WIDTH Q Z W�LL ip NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 _ Jim of oqi F r I I I O l Y U :i i. H OH 1 0 .�.. vmi " jam0 a o- o- $ b a• is o h 0 0o r W PXXXXXXXX(SHOWN) L O XXXXXXXXP 0 EXTERIOR © c N OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0'ON SHEET 22 NOT PART OF THIS NOA 136 CORNER DETAIL'P'ON SHEET 22 n o OPTIONAL IN LIEU OF J q -RoOUCfREVmp �u oumPiyiaH rift lk Fkdk .-1. -Op hmdi.g Cww z Z� Aceeptaoce 11 1 ..(ZIfr'2o Eiw FRAME WIDTH T Io m" �Dpa J NOM. PANEL WIDTHNON-REINF. INTERLOCKS bg &;6.P �KOt�F. _ g Uf SEE CHART ON SHEET 13 DOOR FRAME WIDTH r O I r-LI I I H J G_ _ v x.''.i o W IOm o H M xC H s co la b & a b +o I W W W I I o M I v O I I dw I L-- L PXXXXXXXO(SHOWN) O O O O EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 m 136 CORNER DETAIL'P'ON SHEET 22 0 0 OPTIONAL IN LIEU OF J I o 0 O MAR1111 X11,,, 0 5 101 APPROVED CONFIGURATIONS �`•-:•�`UYE�BF••'•, ,n POCKETED DOORS (NON-REINFORCED SHOWN) r/•NOTE: z 79592 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. A'� 0 FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. '� • LI� drawin no. '® L/ TATE OF POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. RoRIO�•'•Cy��:� W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �� ,I 11111�� sheet 12 of 28 DESIGN LOAD CAPACITY- PSF(GLASS) GLASS CAPACITY CHARTS 4 U_ GLASS TYPES GLASS TYPES A k 'A1 B Bl I 0 N00. DOOR NUMBER OF INTERLOCKS INTERLOCKS Z PANE.WON FRAME PMIElS W/O REINF. WITH REINF. 0 Z WCNTS mcN[s atoety E7(T.(+) INT.(-) ry < 24-1/8 10 60.0 1 60.0 80.0 80.0 a Z ry 0- 30-1/8 30-1/8 10 60.0 60.0 80.0 80.0 lL < O 36-1/8 10 60.0 60.0 80.0 80.0 0 WI `- U T I NOM. PANEL WIDTH IL42-1/8 10 60.0 60.0 80.0 80.0 P 1%c 10 60.0 60.0 80.0 80.0 FF 54-1/B 0 N 9 53.3 53.3 71.1 71.1 U V 0 01 cf- 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH ° M < a 36-1/8 10 60.0 60.0 80.0 80.0 0 lL C CI ~ 0 U)U) 42-1/8 10 60.0 60.0 80.0 80.0 IY N 48-1/8 10 60.0 60.0 80.0 80.0 a W LL N 54-1/8 9 53.3 53.3 71.1 71.1 LL Z N_ m 24-1/8 10 60.0 60.0 80.0K80.0 J°(Da_ ,; Q W Voll F 30-1/8 l0 60.0 60.0 B0.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 L 42-1/8 10 60.0 60.0 80.048-1/8 9 60.0 60.0 80.024-1/B PO 60.0 60.0 80.0 o C30-1/8 60.0 60.0 80.036-1/8 96 60.0 60.0 Boo 42-1/8 60.0 60.0 80.0 00.0 ` N I M 48-1/8 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH _ w z O w GLASS TYPES H 'A','B', 'AI', 'B1' INTERLOCKS a W r WITH REINF. 3[N M m D(T.(+) INR.(-) 24-1/8 L1,00 - 60.0 60.0 ° M n APPLICABLE FBC EGRESS € C Z 30-1/B - - 60.0 60.0 n 36-1/8 102 - - 60.0 60.0 REQUIREMENTS ATO BE 3 OO v 42-1/8 60.0 60.0 (�p< J48-1/8 60.0 60.0 54.4 54.4 C77-- 24-1/8 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 �RODUCtgEyTg� °•� g wG G 36-1/B 108 10 - - 60.0 60.0 bL4eing Plyi• itb lie FJ M*k 42-1/8 10 - - 60.0 60.0 A�''Mt•n[e No) IZIS•2, 48-1/8 10 - - 60.0 60.0 K4 ••0.1e ��(� rwww 53-1/8 9 - - 54.4 54.4 0• g 24-1/8 10 - - 60.0 60.0 i/lr'Nyy n>/YtyCopEey u 30-1/8 10 - - 60.0 60.0 d b 36-1/8 114 10 - 60.0 60.0 o 0 121 1 42-1/8 10 - - 60.0 60.0 48-1/8 9 - - 60.0 60.0 NOTE' m n n m 24-1/a 10 - - 60.0 60.0 Ea E6.1 GLASS CAPACITIES ON THIS SHEET ARE o m 30-1/8 10 - - so.o so.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'F,°s g 11o - - AND FLORIDA BUILDING COMMISSION `c 36-1/8 120 10 so.o so.o s o 42-1/8 10 - 60.0 60.0 DECLARATORY STATEMENT DCA05-DEC-219 O 48-1/8 9 - - 60.0 60.00 in 1-0 71111111�tA 130 0592 � a 1 TATHaF drawing no. SILL RISER ITEMS E8 OR EBA ARE REQUIRED FOR LOADS %�`�•'••.F?oRlol^,: � W10-31 iNTERLOCILs INTERLOCKS ABOVE +60.0 PSF ONLY. NAlj1 � sheet 13 of 28 W 0 REINF. WITH REINF. i 3/16`ANN.GLASS 3/16"ANN, GLASS 075"Intedoyer Saflex ICP With of Soflex CP With PET Core Sotlex CP With PEI Core By'Eastman Chemco il Co: OR OR Chemical Co.' z OR 090'Uterioyer 090'Interlayer n\Q Z Saflex Clear And Calor Glass Saflex Clear And Color Glass 8 'Eastman Chemical Co.' ~f 2 n as 8y'Eosimon Chemical Co.' Y p OR N o OR v 090' Interlayer 090' Interlayer O d N SsntryGlas 3j6`AIR SPACE SentryGlos By'Kuraroy America, Inc. By'Kuraray America, Inc.' OR ORO t u)n 090"Interlayer 3/16'TEMP. GLASS 090`Interlayer Trosifol PVB Trosifol PVB p `i By'Kuraray America, Inc: By'Kuraroy America, Inc. a'¢a W o 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 0 SILICONE n: SILICONE ¢Z 0 d w GE SCS 1200 GE SCS 1200 Q'Iwo \'' N t DOW CORNING 899 DOW CORNING 899 W Z No , N DOW CORNING 495 DOW CORNING 995 ;Z is¢ j 19 Mt XL EDGE SPACER Q w m f Ru a, M7 ti ca i i ST.STEEL BY`CARDINAL' OR DURASEAL BY 'QUANEX' N OR r ai SELLING BLOCKS O SUPER SPACER BY'QUANEX' c C O AT 1/4 POINTS ON LITES — 1 WIDER THAN 36' Q�'r 1 SETTING BLOCKS S W EPDM W AT i/4 POINTS ALL SIZES i F DUROMETER 85±5 F EPDM O o W W OUROMETER 85±5 z 0 0 L0 GLASS TYPE 'A' GLASS TYPE 'Al' v 7/16"OVERALL LAM.GLASS 1'OVERALL INSUL. LAM.GLASS % c, in 3 tv"1 i 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 'n � v°3 n .075"ofle Intedoyer 075"Interlayer Z Sofiex CP With PET Core Saftex CP With PEI Core B •Eastman Chemical Co.' By'Eastman Chemical Co.' W O OR ORU 090'Interloyer 090'Interloyer Saflex Clear And Color Glass Saflex Clear And Color Glass _ By'Eastman Chemical Go.' OR 'Eastman Chemical Co.' OR 090' Intertoyer .090'entr Intedoyer 3j8`A[R SPACE SentryGias By'Kurios G By'Kuraray America, Inc.' OR Kuraray America, Inc.' OR 090'Intedoyer 3/16'TEMP. GLASS 090" Interlayer o a R Trosifol PVB Trosifol PVB o U By'Kuraray America, Inc.' By 1K oray America, Inc.' PRODUC!REYT�ir es—plyieg-ilk to Fwa y< / 3/16'NEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS India-`g ndia- Cade Aacprxeae SILICONE 0: SILICONE Expineto Detc 4!77 1 _ p. GE SCS 1200 GE SCS 1200 DOW CORNING 899 e, tf.' 1 m DOW CORNING 899 m Ei z_ m DOW CORNING 995 z DOW CORNING 995 Ml,m'0.0. rtwLMu,00644 o vt M1 - XL EDGE SPACER i 10 0 0 'o Mt (s i! !i ST.STEEL BY'CARDINAL' `0.. .o „1 I SETTING BLOCKSn ii OR ! �I AT 1/4 POINTS ON LITES DURASEAL BY 'QUANEX' WIDER THAN 36' I III OR o EPDM LYi 1 \1111111// f SUPER SPACER BY'QItANEX' \\ p DUROMETER 85±5 o MA O SETTING BLOCKS LO AT 1/4 POINTS ALL SITESEPDM `• .L C u a DUROMETER 85±5 •• 1. 11} 2 =�+� GLA5S TYPE 'H' GLASS TYPE 'Bl' �,�•;f isTATeoE �kr, drowin9 no. 1"OVERALL INSUL LAM.GLASS i(T '�AtQR\Da:'�\�� W16-311 7/16'OVERALL LAM.GLASS %SS •.. GLAZING OPTIONS Sheet 14 of 28 TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS �U CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG, STILL IN CLUSTERS TYPICAL ANCHORS INTERLOCK ENDS & INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES I .SEE CHART 3 KSI 18Y WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE o EDGE 151.° SEE CHART SEE NOTE SHEET 1 & INTERLOCK ENDS SEE SPEC BELOW . `.POR OUAI�TJTIES'` CONCRETE FOR QUANTITIES SEE CHART of ; FOR QUANTITIES SEE CHART Z n r z ED6 D15T• '3 5/�'... FOR OUANTTTIES 0 Z 5 EDGE dIST_ - °3,5/8" CONCIRETE EDGE 3 5/6" Q ?N a Q DIST. 0 I I D OIL N I... z c9 u z 0 $w x � z z z ANCHOR TYPE A N o�N � �� w � �� V C j m INTO 28Y WOOD BUCKS m ANCHOR TYPE A N m v=i ANCHOR TYPE B N m w ANCHOR TYPE C a m y 0'rc R m o OR WOOD STRUCTURES THRU 1BY WOOD BUCKS ¢ DIRECTLY INTO 3 KSI CONCRETE a INTO METAL STRUCTURES So 0 a o C .+ INTO 3 KSI CONCRETE OR APPROVED MUWONS 0 m H g 0 N DESIGN LOAD CAPACITY - PSF (ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO HEAD ANC ORB slla ANcxoxsMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH Ii=o f J01D¢ U (TYPE A,B&C) (TYPE B2) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL z m- cwsTLe Ar c111srER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w 01 F k' ST E/MnLOCK ENDS SM.&AN1104=ENDS - - -AT HEAD- - - - - - - -AT IAMBS-- - - - - 0 NOM. pOpR 4 8 8 4 8 B X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) TYPE A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) PANE.YIIDIH HEIGRT EXT.(+)EXT.(+)EM.(+) FM.(+) EM.(+) EM.(+) wu1Es wales INT.(- INT.-) IW.(-) INT.(-) INT.(-) INT.(-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d U m 24-1/8 80.0 - - 80.0 - - I 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I o C .30-1/e 80.0 - - 80.0 - - 0 THRU 2BY BUCKS INTO CONCRETE ' THRU 1BY BUCKS INTO CONC. OR MASONRY 36-1/8 90.0 - - 76.2 80.0 - 0) 42-1/8 az 72.4 80.0 - 69.7 so.o - I 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ` 1 O 66.13 90.0 - 63.4 80.0 - Z O 58 6z.e 71.1 - 59.5 71.1 71,1 TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'FLCO'(Fu=177 KSI,Fy=155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSI) _ C3 w - 80.0 80.0 DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY I H 30-1/a 80.0 - - 80.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c 36-1/8 75.5 90.0 - 71.6 90.0 - 42-1/8 67.6 80.0 - 64.3 80.0 H N sa TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I I TYPE 'C'- 1/4" DIA. F DRILUNG SCREW (GRADE 5 CRS) I Inn ut - ., m N b 48-1/8 62.3 80.0 - 59.1 ea.o eo.o INTO MIAMI-DADE COUNTY APPROVED MUWONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS = 30 n 54-1/9 58.4 71.1 71.1 55.3 71.1 71.1 OR I I DR I �+ •Q 3 h 24-1/8 80.0 - - 80.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) C z 3 THREADS MIN. PENETRATION BEYOND SUBSTRATE II 3 THREADS MIN. PENETRATION BEYOND SUBSTRATE I o 30-1/8 76.7 80.0 - 75.6 eo.o - ( ) () 36-1/e 69.2 80.0 - 65.6 8°.0 - ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) v� 01" 42-1/a 90 61.9 80.0 - 58.7 80.0 80.0 STEEL 1/8"THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) fx U o 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •�i0 24-1/8 80.0 80.0 - ' - ' - ' - ' - - ' - ' - J I J 30-1/8 73.8 80.0 - 69.9 90.0 _ AT SILL - ANCHOR EDGE DISTANCES 36-1/8 63.9 80.0 60.6 e0.0 F TYPE 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) INTO CONCRETE OR MASONRY a 2-1/2'MIN. 42-1/e 96 57.0 90.0 90.0 54.0 80.0 e0.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE- 1"MIN. G INTO METAL STRUCTURE-3/4"MIN. PRODUCE P c 48-1/8 51.9 77.9 80.0 49.3 73.9 60.0 REVl6fy W N 1-3/4" MIN. EMBED INTO CONCRETE 24-1/e 60.0 - - 60.0 - - WOOD AT HEAD OR JAMBS SG= 0.55 MIN. 6wi.gCNg wllh tie FieElly o 30-1/8 60.0 - - 60.0 - - CONCRETE AT HEAD,SILL OR JAMBS fc= 3000 PSI MIN. �1"YOade e a R 3 36-1/8 59.3 60.0 60.0 56.2 60.0 60.0 2 NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS fm -2000 PSI MIN, e. 1es`6 No 17�/ Ig.Z 0 o s u 42-1/e 102 52.7 60.0 60.0 50.0 60.0 60.0 O ANCHOR CAPACITIES LISTED ON THIS �"�D°I` a-1 8 47.9 60.0 60.0 45.5 60.0 60.0 SHEET TO BUSED IN CONJUNCTION a E ED SILL RISERS / u SEE SHE 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 54-1/8 44.3 54.4 54.4 42.0 54.4 54.4 WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY M1 AvP GREW 24-1/8 60.0 - - 60.0 - - t7 LOWER APPLICABLE VALUES CONTROL u= 30-1/8 60.0 - - 60.0 - - i 3 TRACK SYSTEM SHOWN. APPLICABLE z ANCHOR TYPE B ANCHOR TYPE B in 16-1/e ss.3 so.o so.o sz.s so.0 60.0 o TO 2 AND 4 TRACK FRAMES. 1Oe DIRECTLY INTO 3 KSI CONCRETE m� DIRECTLY INTO 3 KSI CONCRETE 42-1/8 49.1 60.0 60.0 46.6 so.o so.o 'a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. mv=i q - 49-1/8 44.5 60.0 60.0 42.2 60.0 60.0 r o •` 0 0 0=o a z o 53-1/8 41.6 54.4 54.4 39.4 54.4 54.4 p O W 24-1/8 60.0 50.0 �+ 30-1/8 60.0 - - 57.2 60.0 60.0 W \1�1p1'p11111//// o 36-1/8 114 51.9 60.0 60.0 49.2 60.0 60.0 33 ....... , 'I \\ 04::,�d //7/ o / 42-1 8 45.9 60.0 60.0 43.6 60.0 60.0 m 3 5/6�a' 48-1/8 41.5 60.0 60.0 39.4 59.1 60.08.", ' `` JGENSF c n 24-1/8 60.0 - - 60.0 - - F E' .' 0592 - c 30-1/8 56.9 60.0 60.0 54.0 60.0 60.0 g " •" o n y` u 36-1/e 120 48.8 60.0 60.0 46.3 60.0 60.0 a PO ED&HARDENED • IN TYPICAL ANCHORS CLUSTERS ST: 1 ' 42-1/8 43A 60.0 60.0 40.9 60.0 60.0 �w NO-METALU /NON-SHRINKAGE AT MTC STILE 2�1�:�� O HIGH STRENGTH GROUT �� drawing no. 49-1/e 3e.9 58.4 60.0 36.9 55.4 60.0 & INTERLOCK ENDS _00• ATE OF fc 5000 PSI MIN. 0.0 SEE CHART � '•."4ORIDF,•'�\�� W10-31 LIMIT EXT.(+)LOADS TO 6PSF FOR DOORS W/0 REINFORCING ALL SIZES NOT BY C.G.I. FOR QUANTITIES s \� UMR EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/REINF. UPTO 96 IN. HT. MUST TRANSFER SHEAR LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN. NT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE /////1111111\ shee(1$of 2$ TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT A1TG. STILE SEE NOTE SHEEP 1 4 &.INTERLOCK ENDS AT MTC. STILE IN CLUSTERS TYPICAL ANCHORS l�1 & INTERLOCK ENDS AT MIG. STILE IN CLUSTERS rt EDGE pISf.4 SEE'CHART 3 KSI SEE CHART By WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE METAL STRUCTURES I •FbR QUAfTJTIBS' CONCRETE FOR QUANTITIES SEE N07E SHEET 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW EDG 01ST. 'j'S��• „ FOR QUANTITIES SEE CHART Z q J 5 FOR QUANTITIES 01- Z QE dlSf." �.°3 5 8• 3 KSI Z LY a �- ED / `CONCRETEEDGE 3 5/8' w Z m I a r�h I DIST. IL O V m o N O J . U -IN9TILL Z� � Z h1 ANCHOR TYPE A o - 5rW7Lr�Sjz5 =U)r INTO 2BY WOOD BUCKS mN ANCHOR TYPE A _ _ m= o» r m ANCHOR TYPE B m ANCHOR TYPE C w a 0-t7 0 OR WOOD STRUCTURES THRU 18Y WOOD BUCKS a DIRECTLY INTO 3 KSI CONCRETE a a a O< .°� INTO METAL STRUCTURES O DESIGN LOAD CAPACITY-PSF(ANCHORS) INTO 3 KSI CONCRETE o ° OR APPROVED MULLIONS 0o tiC READ ANCHORS SILL ANCHORS m N p e K2J N (TYPE A.B&C) (LYSE BAT FWOODKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q w y LL o tttlsrd"T cwsrd"T AIN LOADSIMPOSEDBY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH osrnE/INTERLOCK dos s1eE/INrr8I0uc dos THEM TO THE BUILDING STRUCTURE. SID. FRAME HEAD AND SILL '�0 a s e a e e TYPICAL ANCHORS: SEE ELEV.FOR spgclNc Q n S f2 Pula MOTH SHOW EKr.(+)IDR.(+)-(+) EOR.(+) EXT.(+) EXT.(+) - AT HEAD- ' -AT JAMBS- °1CK6 wM6 INT.(-)INT.(-)INT.(- INT.- INT.(-) INT.(-) - 24-1/8 80.0 - - e0.o - - TYPE 'A'- 1/4'X 3-1/4" ULTRACON BY CO (Fu=177 KSI,Fy=155 KSI) E 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 K51,Fy=155 KSI) 30-1/e 8000 - - e0.0 - - THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t) 36-1/8 80.0 - - 76.2 eo.o - 1-1 4" MIN. EMBED INTO CONCRETE / II 1-1/2 MIN. PENETRATION INTO WOOD I o C 42-1/8 92 72.4 80.0 - 68.7 80.0 - _ 48-1/8 66.8 60.0 - 63.4 60.0 - THRU 213Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 54-1/8 62.8 80.0 - 59.5 80.0 80.o I 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I ut 24-1/8 60.0 - - 80.0 - - r v 30-1/8 80.0 - - 80.0 - _ TYPE 'B'- 1/4"X 3-1/4" ULTRACON BY ' I OA'(Fu=177 KSI,Fy-155 KSI) TYPE 'B'- 1/4" DIA TRA ON BY 'E7 O' (Fu-177 KSI,Fy-155 KSI) Z co,W 36-1/8 84 7s.s e0.a - 71.6 80.0 - I DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY I ti Ix �. a2-1/e 67.8 80.0 - 64.3 eo.o - 2' MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY _ ? C N 48-1/8 62.3 80.0 - 59.1 80.0 80.0 =N o TYPE 'C'- 1/4' Dik SELF DRILLING SCREWS (GRADE 5 cRs) I I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I < 54-1/8 58.4 80.0 80.0 55.3 80.0 80.0 24-1/8 80.0 - - 80.0 - - I INTO MIAMI-DADE COUNTY APPROVED MULLIONS I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS = 3 1,0 n 30-1/e 79.7 80.0 - 75.6 80.0 - OR I d 0 36-1/e 69.2 80.0 - 65.6 80.0 - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Z 42-1/9 9O 61,9 80.0 - 58.7 80.0 80.0 I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATEI I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 01'•c 4a-1/e 56.7 80.0 80.0 53,7 eo.0 80.o ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) 54-1/e s2.8 7s.2 eo.o so.t 7s.1 eo.o STEEL 1/8'THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8"THK. MIN. (Fy - 36 KSI MIN.) H C7 p< -I 24-1/6 80.0V72.3 - 8040 - - (STEEL IN CONTACT WrrH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM O BE PULED OR PAINTED) (.l 30-1/8 73.8 - 69.9 80.0 - O 36-1/8 63.9 - 60.6 80.0 - -AT SILL - . - . - ANGHOR D. DKT H ES 42-t/e 96 s7.o e0.o 54.0 80.0 80.0 I TYPE'82'- 1/4" DIA ULTRACON BY'ELCO' (F. 177 KSI,Fy=155 KSI) -1 INTO CONCRETE OR MASONRY=2-1/2"MIN. ae-t/s 51.9 80.0 49.3 73.9 60.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE= 1'MIN. G sa-t/e 48,2 e- 45.7 68.6 80.0 - - - - - - - - - INTO METAL STRUCTURE=3/4"MIN. 1-3/4" MIN. EMBED INTO CONCRETE JI WOOD AT HEAD OR JAMBS SG 0.55 MIN. 24-1/e 60.0 - 60.0 - - w 30-1/8 60.0 - 60.0 - - JA NOTE. CONCRETE AT HEAD,SILL OR MBS Pc-3000 PSI MIN. N 3 36-1/e 102 59.3 60.0 so.o ss.z so.o 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm -2000 PSI MIN. ° 42-1/e sz.7 so.o fio.o so.o so.o 60.0 v ANCHOR CAPACITIES LISTED ON THIS _ 48-1/8 47.9 60.0 60.0 45.5 60.0 60.0 1a SHEET TO BE USED IN CONJUNCTION' SILL RISERS •RODUCf REVMW SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS' ptyingwith the klod" E -/a -.360.0 60.0 42.0 60.0 60.0 rn WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACrrY bateiay Carlo 1Zi b' v a a'a o No t1- 24-1/8 60.0 - - 60.0 - - LOWER APPLICABLEAcceptance VALUES CONTROL. 0 Fep,en,Yla Date 30-1/e 60.0 - - 60.0 - - = 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B KANCHOR TYPE B 4z-t/e 10B . 36-1/8 55.3 60.0 so.o sz.s 60.0 60.0 o TO 2 AND 4 TRACK FRAMESDIRECTLY INTO 3 KSI CONCRETES DIRECTLY INTO 3 KSI CONCRETE 49.1 so.o so.0 46.6 60.0 60.0 d' PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m4 A+t.m'Poa4 0 o- o 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 < N ,� o^ _ •+ 53-1/8 47.6 60.0 60.0 39.4 59.1 60.0 p ' O `C z z o 24-1/8 60.0 - - 60.0 - - 3 O 30-1/6 60.0 - - 57.2 60.0 60.0 36-1/8 114 51.9 60,0 60.0 49.2 60.0 60.0 42-1/6 45.9 60.0 60.0 43.6 60.0 CO.. m ""' :.3.5/8,' �W.°.'•••••,, 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 Z \'y�' 3.5/8� • \1�.••,uG1SF //i I \ 24-1/8 60.0 - - 60.0 - - F �' .'. : •, .. 1 'J .^ Q a 30-1/8 mi 60.0 54.0 60.0 60.0 36-1/8 120 60.0 46.3 60.0 60.0 n PO ED&HARDENED TYPICAL ANCHORS J 71• a2-1/e 60.0 40.9 60.0 60.0 w NO-METAW/NON-SHRINKAGE IN CLUSTERS �.0: . �` 0 48-1/8 60.0 36.9 55.4 60.0 HIGH STRENGTH GROUT AT MTG. STILE c�/.: drawing no. fc=5000 PSI MIN. & INTERLOCK ENDS MAR o ''!/3 ORID OMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES NOT BY C.G.I. FOR SEE CHARTQUANTITIES O 7.U18 S1•• CORIOT;: ��\` W10-31 UMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REJNF.ABOVE MIT E)Cr.(+) LOADS TO 80.0 PSF FOR DOORS W/REINF. UPTO 9961 IIN. Hi. UPTO 120 IN. HIGH. MUSTTRANSFER TOSSTRUCTURE /!il IIt17777 sheet 150128 U oZ��mOO xNxz E 7 S.H.t EE�15.F1i!I.tijIOiR ANC HORLfSSE 'OcAD=S 5000 POSI W "e I !i!yii!I,!.Itiii1'YIIi I!IIiIItI!III! !i�lIjI:!I!!!II i'iIiI 1I I I t ® ®I EB REDD. FOR E�HLuOlAbdDiDn,SEvL�4Cd�erdBPe w itY tieCFom6dIEt`t �11iJIlIII O 00¢;N�uuN�JQ�j°7-1..K EDGE DIST. 3 516" -EDGE " A. DST... EDGE DIST. 3518EDGE DIST. 3 5 CmU U)7 W W p O y ¢�nMoJHunNe0i" i h`Jkvn.O2o� O" ELL IN WEEP SIZE 1/ Mil REFER TO SHEET 15 FOR VARIO0 aOE O O dt INSTALLATION CONDITIONS. wzWZN ® OPTIONAL SLANT SILL ADAPTORS z m ICiQO W LLSTIVE OVER PTONAL =N a p O N� Q H d p N ¢ x - CZ1J O 31 OO 4,1 A—pto.No 21 .2, em°!I! SILL RISER REODEFOR LOADS AOV HIGNn GROUT +60 PSF g NO -SINHON-METALLIC MIN. NT BY CGI WINPOURED k HARDENED MUST TRANSFER SHEAR ABOVE+60 PSF TO STRUCTURE SILL RISER � a i �o II t c d^ 11 4 0^ IH E71 u�2 �j .d. N H 0 11111 N � .• " W • " � ��•' � � .. ..... .•.. • � r c c is a \ m 13 KSI CONC. ' L EDGE DIST.•• �3 5/8.'• I w EDGE•DISi.•• .3 5/$ I %3.5 'I 3•KSICONC. n. EDGE DIST." l8~ LIAR D 2019 _ SEE SHEET 15 FOR ANCHORS '•�� O �Q•.I/S{A#OF (y� dfaWin THREE (3) TRACK DOOR DETAILS //�nnTIt1A` sheet 16 of 28 TYPICAL ANCHORS PANEL WIDTH tUi SEE ELEV. FOR SPACING , LOAD BEARING "�,-i E6 D.LO. SEE CHART ON Zr 3 SHIM M15A 1 SHEET 13 FOR CAPACITY Ft q a W m I N i E5 i Q I1 S 0 W O.�.. U Y ... .._....,- -_- 0 W INV .. u or �� - _ ... IY t LQioZ i_ .._.. _..�.. 0 tyM a r ao;O�, - o _ 0aaa .'+ M tf Q W�LL N 1 1 1 O 1E ti no O d - M14A M16A O N o F27 U m 1 E4 1 D.L0. o C t D.L. OPG. $ - 1 W EX'T'ERIOR NOM. PANEL WIDTH i PANEL WIDTH � O� n LOCK STILE INTERLOCK INTERLOCK ASTRAGAL o v �R0DUcf QE"m N (REINFORCED) DOOR FRAME WIDTH (REINFORCED) naam ,h✓i xith dt C aZFw1�-� SX6 OR LARGER A"nV(-.Nab -/Zf 1 17 iZ--r WOOD BUCKS #10 X 1-1/4-SS PH SMS £•piratioaiLne 1 PER CUP £ l yJt - O r).� Afi rir'R.t4 r %w C mw Y z '4 Z-i us O © 3 PER PANEL C.Z UL PANEL WIDTH N AT 18-FROM EACH END M2 G 3 a 1/2-MAX. 1/2"MAX AND AT MIDSPAN W LOAD BEARING 1/4-MAX. O Q , SHIM D.LO" LOADBEARING M2 $8 X 3/4-SS FH SMS LOAD BEARING METAL 1 PER CUP STRUCTURE V W z SHIM cw o TYPICAL ANCH``BB}}ft5 n •Q TYPICAL ANCHORS n TYPICAL ANCHORS SEE EIEY. - _ 4-5 E ELEV. SEE ELEV. FOR SPACIttIIFF1111t1000000 n R SPACING p FOR SPACING �^m o II II !i ii o TE tLFj�� u II II i, II II n wzi� - a o�m n r o 0 0= w i.• , ' a � �oL/ EXTERIOR FIXED PANEL EXT- DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH /-.R OR LARGER WOOD BUCK MAR p 5 2018 ° = $ o ro W000 STRUCTURE j ATt=of .' � drnwmg no. W10-31 THREE (3) TRACK DOOR DETAILS `'q�Q��t11��``` sheet 170128 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS v Z n ? EDGE DIST. 1 3/4' ? EDCE DIST. 1 Sf4" O z mz 3 KSI CONC. N ,'I.` I 3 KSI CONC. f q li 4 0 0.0..0 U ^ o O Q IL o� E3 _ WEEP SIZE i/4" X 1/8" of i9 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONpIT10NS C amo c m K Mil 1} Z E26 C.1 i 0:5 Z p �Y N Al " . N O OPTIONAL SLANT..SILL ADAPTORS t I II! it i v C t�lO i O _ I II © !I II p i i I I DECORATIVE SILL COVER 0 !i !i OPTIONAL O Ei ❑W Ei t, VVI. Ii 1 c 0MN o rS (le' tE Ci H N m z �i 3 n rI Z a+ W II C zw4, o i it F .!i ci az d € 3 0 n W ii SILL RISER -, OPTIONAL FOLOADS .ii OVE+60 PRSF m m ii x z i II III I 11 C N 1 II o p r POURED&HARDENED i II i z 3W 3v3 II HIGH STRENGTH GROUT !I! 11 V V V NON-SHRINK,NON-MEt SILL 7SER E8 REOD FOR LOADS tl lit0011CP omi o Ac- 5000 PSI MIN. A80 +60 PSF ��OT 6Y CGI WINDOWS ®UST TRANSFER SHEARAccyteoce I -(Zf OADS TO STRUCTURE J TalratT.e to „ O }y Nm^M1 m i c B1 D1 ® ® e, tit . (i..„ H O 1 ro0uiy eooMd ..x z o El p\{\}111111// 3 KSICONC. \ `I. i 3 KSI CONC. MAR 5 LYTP `fit• ' - -� � EDGE DIST. t,3f4' EDGE DIST. WQ drawing no. - SEE H R ANCW11PR ;. .IOP.' YY 1 O"J ... SEE SHEET 15 FOR ANCHORS TWO (2) DOOR DETAILSDOOR DETAILS �''/S�ONAI\N�%, sheet 18 of 28 I i V.0 TYPICAL ANCHORS n SEE ELEV.FOR SPACING o PANEL WIDTH m 3 1/2-MAX. 1 PANEL WIDTH a a LOAD BEARING $10 X 1-1/4-SS PH SMS SHIOf CUP (L ! D.L.O. tJ . 1 Q IL S s QB X 3/4-SS FH SMS D.L.O. a.O O`c 0 1 PER CUP 1 ES 02-1,2 N O IL 0 t m 0Oaa /1BY A5TRAOAD.LO. � RF�QC--- (REINFORCED) n EXTERIOR v NOM.PANEL WIDTH yah •RODUCrREYIBW is O M DOOR FRAME WIDTH 8t DM�8 wf&thcFLw O �-^ O hg ems o o UJ Attepteace NP�7-tz .'Zyy = 81 WOOD BUCKS E, ��t�—`-p q, O= SEE NOTE SHEET 1 �S �c N }.� #10 X 1-1/4-SS PH SMS O rri 1/2-MAX. K 1 1 PER CUP G c_z LOAD BEARING z O 3 PER PANEL 1/4-MAX. . 3 0 c SHIM PANEL WIDTH _ o o AT 18-FROM EACH END M2 LOAD BEARING METAL w 0 1/2 MAX' TYPICAL ANCHORS AND AT MIDSPAN SHIM STRUCTURE D L.0 LOAD BEARING SEE ELEV. h U r SHIM 'FOR SPACING #8 X 3/4-SS FH SMS 1 PER CUP TYPICAL ANC RS _ TYPICAL ANCHORS SEE E SEE ELEV. FOR SPACI G ;::. ':" II 1.,.• yr �y I FOR SPACING G G 4 fm it 1�J"I W w v z z �r O yr o y N EV 5 W W W O H o c EXT. t' pO EXT. I W .5 c o yl � C� DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIRTH a,. DOOR FRAME WIDTH FIXED PANEL �`-,n1111111N"ir a L 2BY WOOD BUCKOR �`Y�f•.^;, f�� , �i WOOD STRUCTURE .�`��'�VO '••• % 1 \ ,.^ SEE NOTE SHEEP 1 t a MAR Q 5 26i8t � drowing no. L SPATE OF wi 0-31 TWO (2) TRACK DOOR DETAILS �is�01Al.YY`` sneer 19 of 2B F7 REFER TO SHEET 15 FOR VARIOUS /�yrU v SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. ro of Z n ' EDGE DIST. J 3 5/6' EDGE EDGE DIST. 3 5/6• EDGE DIST. 3 5/8' O o W ` V �o WEEP SIZE 1/4" X 1/$" C a re In S 0mcia s Mt ,,^� t O 1 ar y6 Z 0 Jcso¢ J (� (1) Q) D I I I II I II 4r "Ru' 6 OPTIONAL w SLANT SILL ADAPTORS v t O Z N j ! DECORATIVE it II SILL COVER N M a S fJ 0 . w O4'+TIOtJAL O t7� x H W cz z wn z Ili iii i nr �, 1'-0 m a }C i j. I.i ! i. t iii 3_o�•^� I 1 FRODUCt s EvwwII U•- i i i i III I�din�Iyig wuh at F.W. 1 WFA-vm 17-f ,� • c In It z i! it j j SILL RISER o ! t POURED E6.1&HARDENED i READ. FOR LOADS �„ g W HIGH STRENGTH GROUT ABGVE +6O PSF 2 NON-SHRINK, NON-METALLIC ! it !i SILL RISER -d s'c=5000 PSI MIN. ES REOD. FOR LOADS m z o NOT BT CGI WINDOWS ® ® ABOVE+60 PSF y II MUST TRANSFER SHEAR i z E7 LOADS TO STRUCTURE II I T 1 p t s \zW II vc.�zzo v S d 9 N a 11111 1 / N 1 J t i ■ r+ GENS � - 3 I CONC. KS •L`t_ N3 KSI CONC. \ EDCED16T. s3 5j$`• w EDGE DIST. '3 SfB�_ EDGE p1$T, f8;`• „/1' . MAR 0 Cj 2010: ST '.cTJ� drowing no. SEE SHEET 15 FOR ANCHORS I AYOR\DR' \ � W10-31 FOUR (4) TRACK DOOR DETAILS '`4JS�O �L \`` sheet 20 of 2$ F. U TYPICAL ANCHORS T SEE ELEV. PANEL WIDTH FOR SPACING O 1/2'MAX. G'2 E6 1/4'MAX. Z o LOAD BEARINGO LOAD BEARING METAL M n SHIM M18A 1 Lryj SHIM STRUCTURE Q w y D.L.O. 0. 5 IC o N Q�O�.V v TYPICAL ANCHORS d .• .._.=.._.._.. SEE ELEV. FOR SPACING O t N th � o md° 0 p ni c~4 � II a&zm o O O II��I 11 m ONNC aKz N w oLL IF 0 N �ZN� o mI O$ it 1 1 1 Q [-7 J o w 4 5 m2 • M14A M16A It U w c r! EXTERIOR gg� 0 0 E27 zz in w EXTERIOR #10 X 1-1/4' SS PH SMS o 3 1 PER CUP C DOOR FRAME WIDTH L2 3 PER PANEL G t=-r AT 18'FROM EACH END M2 0 3 N 1X8 OR LARGER ,n WOOD BUCKS 1/2' MAX, AND AT MIDSPAN 1/4'MAX. LOAD BEARING #8 X 3/4'SS FH SMS LOAD BEARING METAL G+' 'a0 SHIM �r 1 PER CLIP SHIM =/= STRUCTURE 3 0 2 O 3 0! 1 2'MAX. OC TYPICAL ANCHORS 01 LOAD BEARING II V o SEE ELEV. ° TYPICAL ANCHORS U.-m SHIM FOR SPACING SEE ELEV. � II li FOR SPACING TYPICAL ANC RS m x u SEE II vii a ra FOR SPACI G II N Vu3 f339 II N I N �U U n it - \ • H �y Y �s w �L^x G"ad• � d g��x o AaMpfeocc Nal �Y+nrf..i iium w EXTERIOR 14 I EXTERIOR `t\1L711111rrrrrr d 'e , DOOR FRAME WIDTH DOOR FRAME W!DTH orFF}1NNSE'WIDTH � ,. \NOT ' F Z•Zt .$ iy+1� 2X8 OR LARGER WOOD BUCKII TA OR M5y pp 4t� Browing no. WOOD STRUCTURE �� LU�UA2 .. \�*�° W1 0-31 ��SN �y. FOUR (4) TRACK DOOR DETAILS rjor/#I A VIII \\\ sheet 21 of 28 DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY v ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF "I 0 !i!i #10-16 X 1/2" a1 ; it Z HH SELF DRILLING SCREWS q AT 6"FROM ENDS& 12"O.C. 0 q W a 90' CORNER ©135' CORNER �•.w m I IL o it X10-24 X 1/2• #10-24 X 1/2" 0 N q m c/ 3 ! ! FH THREAD CURING SCREWS FH THREAD CUTTING SCREWS 1 CL N -I AT 6" FROM ENDS& 12"O.C. fu w AT 6"FROM ENDS& 12"O.C. a 0 t � n 3 i II IL O a KO"'I, o MITERED WELDED JOINTS Q w LL m AT HEAD/SILL E32 Z N_o 2 0 00 E31 QOO� O Qf EXTERIOR U EXTERIOR D.L.OPG. MITERED WELDED JOINTS O F-N c AT HEAD/SILL N t` PANEL WIDTH PANEL WIDTHEj 3 N M I O DOOR FRAME WIDTH DOOR FRAME WIDTH C C Z 810-16 X 1/2" -n HH SELF DRILLING SCREWS o Q, AT 6"FROM ENDS& 12.O.C. 3 5/8" 3 5/8" � O 1 3/4" `.ya hh`t R• PRODUCE REVomp z (4) ANCHORS (4) ANCHORS =..P "*h the FkKhk 4 W It+eldiag Cede B• 6" B. 6- B• Ampmece No -I2( •� o 6" Etapintiea Gate_ -Z o o Zi hAr'eydl /oduel C.el1eF ~ (6) ANCHORS (6) ANCHORS u o - .5 k13� kMr B. 3 6" 3• B" 3• 6" J• s z o O / \tt1111111///// o ' \\\ p. AN, ). JOf�sF I n (8) ANCHORS (8) ANCHORSII - ar 1%, '•.No. 0(92 � � ' ,t 6• 3• 6" 3• 8• 3• B• 3• 6' 3• B" 3. i�f,. _ MAR 0 5 2018 TWO ( TRACK THREE (3,) TRACK FOUR (4) TRACK TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK ' �[oR1gP.•'0 � W 0-3 ij ////S�0(N`�L \� sheet 22 of 28 > 0p > ro @ m ;0 z 0 0 CO Qo 0 @1 @ n m it ii b 0 0 m 0 -3 M 0 40 CD) E01 > 1/4-MAX. 0 > LOAD BEARING i i i 01>-:14 SHIM > 0 0 POCKET 0 0 XMXN-�ve� S2 -4-m 2. 0 e: 05-20-10 revisions: SERIES SENWL 150 ALUM SLIDING GLASS DOOR(LM.I-)Hj AL-FAR001 CORPORATIONWTO a Qe y escn ion NEERS&PRODUCTO DEVELOPMENT IA6I I GENERA.REVISION CGI W Doors, Inc. 9360 SUNSET DRIVE,SUITEV C.I.: 3/8'. 1' L 01 F 2 indows and 0 71 1 NO MNGE THIS SHEET 1010IAMI, (C.A N. 3S3 f N 0 N.W.NX 25TH STREET FLORIDA 33173 33172 TEL-(305)26"100 FAX.(305)�....78. C 110 1HAHC1 THIS SHEET MIAMI, FL. TEL (305)593-6590 FAX. (305)593-6592 COMP-ANL\W�-'CGI CODE PART No. DESCRIPTION MATERIAL MANOF. REMARKS r, E1 CGI-1B3 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - [� U E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - 0 E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - FtF) n 3 E4 CGI-153 EXTERIOR INTERLOCK 6063-TG CGI EXTRUDER - ES CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - tE6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDERl 6 0 E7 CGI-156 TOP&BOTTOM HORIZ 6063-T6 CGI EXTRUDER - ocq E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER -E8.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDERE9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER n EIO CGI-159 INTERLOCK REINFORCING(LENGTH FRAME Hi.-87 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS °o m E71 CGI-fez FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT 0 a OR¢ E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM o o b° E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) 0 N E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Q W�LL a ZINC HANDLE SET # ) ( # ) Els ccl-t7o POCKET HOOK 6063-T6 ccl EXTRUDER - (PART SM5500 & PART SM2300WH p f E16 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) J z a Q W 0 f E77 CGI-123 1'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM m E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM C E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) _ SECURED WITH (2) 10-24 X 1/2" FH SCREWS o E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - BOT E2TOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED 3 CGI-168A- OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) O0 n E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - ZINC HANDLE SET z p w E25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS N E26 CGI-187 2.3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS 0=N o E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - 3 N M E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - CI 'I E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER E31 CGI-1057 FEMALE CORNER ADAPTOR(901) 6063-T6 CGI EXTRUDER E32 CGI-1058 FEMALE CORNER ADAPTOR(135') 6063-76 CGI EXTRUDER - '^ O Q E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - g U M7 CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - - 0 M2 CGI-171C FIXED PANEL CLIP(2-1/2"LONG) 6063-T5 - 3 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL NtoDUCCREvm& M70 CGI-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTFL Wfth the FTneiY1 �'t•I,� M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - Gk A.,pt-.No 17-12! •ZD M12 - BOTTOM RAIL STIFFENER. 1"LONG.2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL Expbrc rwj..D. � p U M13 TA-5I-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL A• l C� •L�t� W3 M73A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL Me•+d F-*P otY Coallol c�+a M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 w o o M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A 1c I M15 SGD-507 KEEPER ZINC SULLIVAN INST.w/2®10X3/4'PH Ic M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4'PH MAR 0 5 2018 °'-yo- M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 810X3/4'FH -o M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 810X3/4'FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS O M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - `\```1tt®III M19 SCS2000 SILPRUF SEALANT SILICONE GE - �.••,• M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL \ t)G� 3F•'• c n M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUN : . _{7:�+ M 1 /' M23 HD-12-10042 .350'REACH POCKET SEAL - _ II AMESBURY -•�f �_ 0 S2 - 810 X 1 1/4"LG. PHIL PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER1/A J F �� drawing no. , s a1I W 10-31 ��I®NA YLIt`��` sheet 24 of 28 4.735 5.921 -qI 1.340 .070 �� .070 �� I r �I .675 -'j .120 1 1.340 r �4 U � -I � I� F O 1� .860 .847 1.250 .847 1.250 .995 050 975 .995 050 975 Z n % n 3.255 1.184 F� 1.184 Fes- q n 3.255 ~ 2 a a 4.250 4.250 Q a a o 0 ic OE3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 GLAZING BEAD GLAZING BEAD 070 0 w N LAM.GLASS INSUL LAM. GLASS N .995 0 t .075 .075 1.508 1.186 •995 V G 2.600 � �� TOP/BOTTOM HORIZ (OPTIONAL) O M c p A .070 � 070 2.600 O TOP/BOTTOM HORIZ ® a¢C o0 O t¢S .6� .75� .070000 995 .725 .0654 1.Si� .060 1.831 =..0700 0 Q W y O 1 I --mil w 4.735 5.921 I-�.125 I {6 Z go!5.921 � JZmQJ 1 1.490 7.415 M2 FIX. PANEL CLIP Q w m f k' Et FRAME SILL (2 TRACK) 11 FRAME SILL (3 TRACK) 3.00056 1'490 1.415 O 120 FL 3.750 3.750 2.005EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755.155 .070.125 E61.366MAIN STILE .695 3.750 MAIN STILE (OPTIONAL)3.000 2.755.070 Ld 7. 1.870 .995 265 .125 3.000 L 3.510 .095 O .095 C to 3.572 oL2�� 870 SILL RISER (OPTIONAL) 1610 1,870 1.600 .070 1.770 1.415 1.770 1.415.060 3.1� 3.572 060 d-2.005 F .070 .070 2.005 1.255 2.005 2.005 Es INTERIOR INTERLOCK ,582 1.625 gI 1.255 INTERIOR INTERLOCK (OPTIONAL) 0 E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 995 '186 ® L2.120 ® 2.005 �{ 572 INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) 741 0 .060 1.831 .625 0 1.501 2.591 3 3 3 3.341 U V U H .156 3.750 1.920 .062 3.000 .155 2.670 .625 Fes- 6 Ea EXTERIOR INTERLOCK .070 I S i; Q1.625 E8.1 �0�xzo 3.510COVER(OPTIONAL) O SILL RISER (OPTIONAL) SILL 1.8251 � E,- .1 870 ODUCf REVEL ` DIIAIIii��'',' c ; I25 1.600 �aWH +1h tk jbd" JQ�....••• ceding CO& `� '�•J.Elhf 25 1.310 �°�°fe = f t{o. 592 = J B 2.005 a Pnioa�ot , 0 ► R 0 5 WR %o f' 1 'STAOF ((�� drawing no. E23 s� o °P 'c� W10-31 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ��is�OL� �`` sheet 25 of 2g 1.886 �{ 1.375 70-1-1 .125 1.615 2.270 I 1 x57060V .128 1.886 •128 .128 .125 .190 1.650 .260 �i Fes-640 3.5211HEAD COVER 886 .125 .1.485 4.765 .065.190 .774 .190 080 1.62640 2.41\2 /I1.886 \ / -dl 1.347 k- .344 0602.581SSS�� FRAME SILL COVER 00 I E31 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') t:33 MALE CORNER ADAPTOR Oo FRAME JAMB (2 TRACK) W OM a p m N .243-1 a w LL -{ 1.375 I LL 2 v1ge ,j pma � 1.791 Qwomif �' 060 0 1.620 � n © FRAME JAMB COVER c 11 n 5.951 ,080 1.620 .725 L .125 O c+ .5T45- N F 090 1.620 1.508 C m 065 O 2 N o o tl1 N e M1 .625--I II II .664 O M n I� �d C Z FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP 0 0 �wW MtODUCi REVOW c ei1=0 with dw Fl," g hwi,Cod. j Aweptucc No L'] 12(5.. u 6 Eapintlw lMte y 1•�1"� 13-.I.- P�Y�YCooMWI- N O O a.- MAR O of Z MAR 0 5 2010 �a• 6N ' . 0. 1,�� T�T;E OP :•�6C/� drawiO , s <OW10-31 i'"�L � N m o � N i T— v m m L- CA LN-1 L-- O � p A n C) pW 9 O N O ZD N = M. Cm t� Q 'y jTlltlt 11t/SIJ °® �'"" ��g0 O C "- ti G Pz �TTnnutN A 05-20-10 revisions: ( ) AL-FAROOQ CORPORATION a a date: SERIES SENTINEL 150 ALUM SLIOMG GIASS DOOR LM.I. N p n0 .1.1 ENFRAI R-11 ENGINEERS&PRODUCT DEVELOPMENT L 07.11.16 GENER/1 RENSION CGI Windows and Doors, Inc. O o H ozzzt7 NO CHANGE THS SMEE! 9360 SUNSET DRIVE.SURE 220 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3638) 10100 N 11.29.57 NO CHANGE THIS SHEET .W. iJ W O 0 02.ol.le NO CHANGE THIS SHEEP MIAMI, FL. 33172 TEL i3o6)264$10o FAX.(305)2sz897a s cbk.try: TEL (305)593-6590 FAX.(305)593-6592 COMP-ANL\W70-31CGI t � no x V N S() � N D N N 0 0 x x z \ 1\ � ��b•� N D � n m m p n o0 O A Z —...... O --�-- K o 0 O £ smote 05-20-70 �uVo724'7• � E7� SERIES SENTINEL 150 ALUM SIJDING GLASS DOOR(LM.L) AL-FAROOQ CORPORATION a a aa(e: c no o e escn an -- ENGINEERS&PRODUCT DEVELOPMENT > 3/W a f' ON CGI Windows and Doors, Inc. 9360 SUNSET DRIVE,SUITE 220 s SHEET 010 0 NX 25TH STREET MIAMI,FLORIDA 33573 On I ar.ON N 11.29.77 NO CXANGE TNiS SHEET (CA 2.3538 C W 0 02.01.18 NO CHANCE THIS SHEET MIAMI, FL. 33172 TEL(306)264 8100 FAX(306)282 8978 �I � P eta,.Dy: TEL (305)593-6590 FAX.(305)593-6592 1COMP—ANL\W7O-31CGI