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HomeMy WebLinkAbout NOA 19-0603.02.pdfMIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599. NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building CGI Windows and Doors, Inc. 3780 W 104 Street Hialeah, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW130LMI-NOA, titled "Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)" . sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. 17-0918.07 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 Manuel Perez, P.E. NOA No. 19-0603.02 MIAMFDADE COUNTY Expiration Date: September 22,.2020 1 E # p Approval Date: July 03, 2019 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.13) 2. Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.yl , sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01 /3 0/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0918.07) 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(b 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 NDA No. 15-0413.03) 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(b 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 NOA No. 15-0413.03) 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. (Submitted under NOA No. 15-0413.03) 11 PEI Manuel , E. Product Control xa ner NOA No. 1 03.02 Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory,. Test Report No. HTL-0080-0130-101, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.] 7-0918.07) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice. of Acceptance No. 17-0712.03 issued to Eastman Chemical:. Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with _ PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0918.07) Man]]- a z, P.E. Product Con of aminer NOA 9-0603.02 Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTEWED) 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.] 0-0510.13) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer@ Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by PER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 15-0413.03) G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 06/25/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PW130LMI-NOA, titled "Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)" . sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 560 aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-19-8916, dated 04/10/19, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Small Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 13 0 and 410 aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-19-8917, dated 04/09/19, signed and sealed by Idalmis Ortega, P.E. Manue , P.E. Product Co rol E miner NOA -0603.02 Expiration Date; September 22, 2020 Approval Date: July 03, 2019 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. 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 6th Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0918.07, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 130" Aluminum Fixed Window - L.M.I. approved on 11/22/17 and expiring on 09/22/20. P j zlk ManuelTe .E. Product Controler NOA No. 1 Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-4 A n sr FLANGE &FLANGE ADAPTOR FRAME ?w �z 0 0 0 w 0- = 0 W 0) U J M 01 �w ?o FALSE MUNTINS (SURFACE APPLIED) OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI–DADE COUNTY APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 48" BUCK WIDTH D.L. OPG. 18" MAX. SHORTER SIDES EQUAL LEG -FRAME PRODUCT REVISBD as complying with the Florida uildalg Code .acceptance ?4o l '' 0 • 02 -p tires Date 12U20 By Dade Product THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL V) Q mW Q W DO � U UJ 22 oco J 6" MAX. HEAD/SILL CORNERS 49,1 FLANGE WIDTH D.L. OPG. FLANGE WIDTH II II II II II II II II II SENTINEL 130 ALUM FIXED WINDOW L.M.I. S.M.I. }� D.L. OPG. Q II II II II II Date: TYPICAL ELEVATIONS 6" MAX. 18" MAX. `HEAD/SILL A A3 SHORTER cm V_ CORNERS SIDES co CL = 0 N. VENICE FL 34275 -----IL--—-I----- w . II II II II II II II II ---- ir------I----- C II II II II II II Sheet: Z o Rev: ----Ij-------I-I---- LL_ II II II II C3 II II II II II II PW1 30LMI-NOA 0 II II II II II II -___4_—_—_—_—_—_-I-I—_- II II I I I' CERT. OF RUTH. #29296 0- 0 0 ------I�---—11----- Ld (� J z o II II II II U. II II II II Q ----Ir------I=--- II II II ; II II II II II II II B B3 FLANGE &FLANGE ADAPTOR FRAME ?w �z 0 0 0 w 0- = 0 W 0) U J M 01 �w ?o FALSE MUNTINS (SURFACE APPLIED) OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI–DADE COUNTY APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 48" BUCK WIDTH D.L. OPG. 18" MAX. SHORTER SIDES EQUAL LEG -FRAME PRODUCT REVISBD as complying with the Florida uildalg Code .acceptance ?4o l '' 0 • 02 -p tires Date 12U20 By Dade Product THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL V) Q mW Q W DO � U UJ 22 oco J 6" MAX. HEAD/SILL CORNERS 49,1 FLANGE WIDTH D.L. OPG. I I 18" MAX. SHORTER SInFS WINDOW WIDTH WINDOW WIDTH Z W % J /• jj L — — J WI w 0 z LAM. GLASS INSULATING LAM.GLASS SMALL MISSILE IMPACT LARGE MISSILE IMPACT WI c� z J /A 0 z TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 2 FOR FIN FRAMES. z 3 w 4- 6" MAX. CORNERS WINDOW WIDTH WINDOW WIDTH z J 3i I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 96" WINDOW WIDTH WINDOW WIDTH � I I Z I I ui I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 17" MAX. STRAIGHT SIDES WINDOW WIDTH A J L_ e_j WINDOW WIDTH c� z J DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT – 3.00" D.L.O. WIDTH = BUCK WIDTH – 3.00" Title: Drawn By: II II II II II II II II II SENTINEL 130 ALUM FIXED WINDOW L.M.I. S.M.I. }� AGK Impact Resistant Windows & Doors WE'RE STRONGER*" II II II II II Date: TYPICAL ELEVATIONS II II 378 W. .593.6590e It, a'x 1305.593 6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev.,- By: w ORIGINAL ISSUE CL = 0 N. VENICE FL 34275 -----IL--—-I----- w . ---- ir------I----- J Scale: Sheet: Z o Rev: II II II II LL_ II II II II PW -130 LM I N .T. S. II II II II PW1 30LMI-NOA 0 II II II II II II -___4_—_—_—_—_—_-I-I—_- II II I I I' CERT. OF RUTH. #29296 I I 18" MAX. SHORTER SInFS WINDOW WIDTH WINDOW WIDTH Z W % J /• jj L — — J WI w 0 z LAM. GLASS INSULATING LAM.GLASS SMALL MISSILE IMPACT LARGE MISSILE IMPACT WI c� z J /A 0 z TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 2 FOR FIN FRAMES. z 3 w 4- 6" MAX. CORNERS WINDOW WIDTH WINDOW WIDTH z J 3i I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 96" WINDOW WIDTH WINDOW WIDTH � I I Z I I ui I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 17" MAX. STRAIGHT SIDES WINDOW WIDTH A J L_ e_j WINDOW WIDTH c� z J DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT – 3.00" D.L.O. WIDTH = BUCK WIDTH – 3.00" Title: Drawn By: SENTINEL 130 ALUM FIXED WINDOW L.M.I. S.M.I. }� AGK Impact Resistant Windows & Doors WE'RE STRONGER*" Description: Date: TYPICAL ELEVATIONS 5/22/19 378 W. .593.6590e It, a'x 1305.593 6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev.,- By: Rev. Date: { =. ORIGINAL ISSUE N. VENICE FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT © 2019 CGI WINDOWS & DOORS PW -130 LM I N .T. S. 1 of 7 PW1 30LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF RUTH. #29296 1 I NY . LYNN �'�. •• �1GENS4 No. 58705 • rATEOF • SS � . ,o �N SVA L ��1111111� A. LYNN MILLER, P.E. P.E.# 58705 48" 96" BUCK WIDTH BUCK WIDTH D.L. OPG. D.L. OPG. 6" MAX. 16" MAX. a 00 w HEAD SILL A2 STRAIGHT / Q r CORNERS SIDES CO � II II I— II II JL II II ii II II 00 = o I----- ---- ir-----Ti- II II II II II 9- a T 4 FA (SURF Ur l IUNAI_ SIKAIVHI SIDES HtAU/ SILL CORNERS FIN FRAMES 96" BUCK WIDTH II II II II II II II II II D.L. OPG. _V) �w II II II II II FC0 if Y J -----H------�----- II II U 0 II II I— II II JL II II ii II II 00 = o I----- ---- ir-----Ti- II II II II II m II II II II II �I II II II I� II II II II II II CORNERS STRAIGHT SIDES II II II II II II ___ _I_ ----I- II II II II B2 a T 4 FA (SURF Ur l IUNAI_ SIKAIVHI SIDES HtAU/ SILL CORNERS FIN FRAMES 48" BUCK WIDTH D.L. OPG. ��S • 16" MAX. STRAIGHT SIDES TYPICAL ELEVATIONS V) n� W Do U 96" BUCK WIDTH _ D.L. OPG. _V) �w =IZ o FC0 if Y J U 0 M I— II II 48" BUCK WIDTH D.L. OPG. ��S • 16" MAX. STRAIGHT SIDES TYPICAL ELEVATIONS V) n� W Do U ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Title: Drawn By: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Description: Date: TYPICAL ELEVATIONS, CONT. 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: PW -130 LM I N.T.S. 2 of 7 PW130 LM I-NOA 0 PRODUCT REVISED as complying with the Florida Building Code Acceptance 10 ! .{2 EX on Date tea By 00 N Impact Resistant ♦`\�Y .�N Windows Doors �� '��•' • 1GENS '• l WE'RE STRONGERT" Q- . 3780 W. 104th Street, Hialeah, Fl. 33018 No. 58705 . Tel: 305.593.6590 1 Fax: 305.593.6592 — PREPARED BY LYNN MILLER =_ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 0�•.• TATE OF l (941) 480-1600 •' •, !c4 ARID P`. • ' • • �� ♦� COPYRIGHT © 2019 �j�0 ' • • • . • • • ' CGI WINDOWS & DOORS �// V % /O}�' /�L ��♦ ALL RIGHTS RESERVED � � � / r /`� \\\458705 \ \ CERT. OF RUTH. #29296—] A. LYNN MILT -It �'��.� P.E.# 58705 96" BUCK WIDTH _ D.L. OPG. _V) �w FC0 if 's3 S/o FS II I— II II w 0- II II ii II II 00 = o m �I II II II I� II II 6" MAX. 16" MAX. CORNERS STRAIGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Title: Drawn By: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Description: Date: TYPICAL ELEVATIONS, CONT. 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: PW -130 LM I N.T.S. 2 of 7 PW130 LM I-NOA 0 PRODUCT REVISED as complying with the Florida Building Code Acceptance 10 ! .{2 EX on Date tea By 00 N Impact Resistant ♦`\�Y .�N Windows Doors �� '��•' • 1GENS '• l WE'RE STRONGERT" Q- . 3780 W. 104th Street, Hialeah, Fl. 33018 No. 58705 . Tel: 305.593.6590 1 Fax: 305.593.6592 — PREPARED BY LYNN MILLER =_ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 0�•.• TATE OF l (941) 480-1600 •' •, !c4 ARID P`. • ' • • �� ♦� COPYRIGHT © 2019 �j�0 ' • • • . • • • ' CGI WINDOWS & DOORS �// V % /O}�' /�L ��♦ ALL RIGHTS RESERVED � � � / r /`� \\\458705 \ \ CERT. OF RUTH. #29296—] A. LYNN MILT -It �'��.� P.E.# 58705 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. WIDTH (W) ILENGTH (L) WIDTH (W) ILENGTH (L) 24" EXT.(+) DESIGN LOAD CAPACITY - PSF 30" 114" 29„ FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Ci' GLASS TYPES 'D'&'Di' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 24" 30" 36" 42" 48" 54" 60" 61 " 36„ 23" 29" 35" 41 it 47" 53" 59" 60" 35„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36" 42" 48" 54" 60" 61 of 48„ 23" 29" 35" 41 is 47" 53" 59" 60" 47„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24" 30" 36" 42" 48" 54" 60" 61 No 60„ 23" 29" 35" 41 " 47" 53" 59" 60" 59„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36" 42" 48" 54" 60" 61 Is 72„ 23" 29" 35" 41 of 47" 53" 59" 60" 71 to, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24" 30" 36" 42" 48" 54" 56" 84„ 23" 29" 35" 41 is 47" 53" 55" 83„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30" 36" 42" 48" 49" 97„ 23" 29" 35" 41 is 47" 48" 96„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24" 30" 36" 42" 46" 102" 23" 29" 35" 41 of 45" 101 to 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24" 30" 36" 42" 44" 108" 23" 29" 35" 41 Is 43" 107" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. WIDTH (W) ILENGTH (L) WIDTH (W) ILENGTH (L) 24" EXT.(+) 23" 30" 114" 29„ 36" 80.0 35" 41" 80.0 40" 24" 73.0 23" 30" 120" 29" 36" 80.0 35" 39" 80.0 38" 24" 80.0 23" 30" 80.0 72.4 72.4 121 it29., 80.0 36" 65.9 35" 39" 80.0 38" 1 13" 119" 120" GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'D1' EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 80.0 80.0 �zTYP. BUCK DIMS xz" TYP• C1 '40 - FLANGE FRAME FLANGE DIMS ow J BUCK DIMS EGUAL LEG FRAME BUCK DIMS FIN FRAM E lam BUCK DIMS Mul FLANGE ADAPTOR FRAME P s FLANGE DIMS -� }PRODUCT IEVISBD as complying With the Florida Building Code M�003a L Acceptance��� Exlpifatiau ate DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) 19-1/8 It 80.0 18-1/8 It 80.0 26-1/2 Is 80.0 25-1/2 to 80.0 37"36" 26" 80.0 25 " 48" 80.0 47" 80.0 53-1/8 so 80.0 52-1/8 Is 80.0 61" 80.0 60" 80.0 19-1/8 so 80.0 18-1/8 to 80.0 26-1/2 It 80.0 25-1/2 oil 80.0 37 so 38-3/8„ 36 so 37-3/8» 48" 80.0 47" 77.1 53-1/8 go 80.0 52-1/8 IN 77.1 61 of 80.0 60" 80.0 19-1/8 so 80.0 18-1/8 so 80.0 26-1/2 of 80.0 25-1/2 so 80.0 37"36" 50-5/8" 80.0 61.3 48" 80.0 47" 49-5/8" 53-1 /8" 77.4 52-1 /8" 58.0 61" 77.4 60" 58.0 75-1/4 to 77.4 74-1/4 IV 58.0 93-3/4" 76.5 92-3/4" 80.0 19-1/8 to 80.0 18-1/8 of 80.0 26-1/2 It 80.0 25-1/2 Is 80.0 37"36" 63„ 80.0 62„ 48 " 80.0 $1, 47 55.3 53-1 /8" 73.7 52-1 /8" 48.0 61" 64.0 60" 46.5 75-1/4 pip 61.9 74-1/4 021 80.0 19-1/8 to 80.0 18-1/8 to 80.0 26-1/2" 80.0 25-1/2 to 78.9 37"36" 76" 80.0 75" 48" 80.0 47" 55.3 53-1/8 IV 73.7 52-1/8 to 48.0 61 Is 64.0 60" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISION DECLARATORY STATMENT DCA05-DEC-219 GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'Di' EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 Title: Drawn By: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Description: Date: DESIGN LOAD CHARTS 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE ANCHOR SPACING TO BE AS PER SHEETS 1 & 2 I Series/Model: PW -130 LM I Scale: Sheet: Drawing No. Rev: N.T.S. 3 of 7 PW130LMI-NOA 0 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Impact Resistant Windows & Doors WE'RE STRONGERTM 3780 W. 104th Street, Hialeah, Fl. 3301 Tel: 305.593.6590 1 Fax: 305.593.659 PREPARED BY LYNN MILLET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2019 CGI WINDOWS & DOORS ALL RIGHTS RESERVED CERT. OF AUTH. #29296 .�`` pNY LYNN � '��-'�• CEN ••'•,Vol �l i No. 58705 44i 0 •. S ATE F •' i S 4ORIOP.•" �0 AL E A. LYNN MILE P E\ \ P.E.# 58705 9 \ L O G� W I - . U_ 5 AT 1/4 POINTS ON LITES WIDER THAN 36" W 3/8" AIR SPACE 13/16" HEAT STREN'D GLASS GLASS TYPE `C9 7/16" OVERALL LAM. GLASS 3/16" ANN. GLASS .075" INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090"' INTERLAYER W 3/8" AIR SPACE Saflex Clear And Color Glass 3/16" HEAT STREN'D GLASS By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' \ 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 (M5 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE—?Cl' 1" OVERALL INSUL. LAM. GLASS (L. M. 1. ONLY) m z ON LITES WIDER THAN 36" GLASS TYPE `D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" INTERLAYER Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 w Ix O 3/16" ANN. GLASS .075" INTERLAYER TT �I 3/16" HEAT STREN'D GLASS ,075" INTERLAYER W :I 1i � II II II Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" INTERLAYER .090" INTERLAYER Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer SentryGlas SentryGlas By Kuraray America, Inc. By 'Kuraray America, Inc.' OR OR .090" Interlayer .090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' w 3/16" HEAT STREN'D GLASS °- W m SILICONE m 3/16 HEAT STREN'D GLASS z GE 1200 DOW CORNING 899 Z V) (n j j SILICONE d- E3 Mi I j l j l i DOW CORNING 995 DOW CORNING 983, i : M 1 I j l' GE 1200 E3 I I DOW CORNING 899 NO i l I I DOW CORNING 995 I I I I DOW CORNING 983 I� 9 \ L O G� W I - . U_ 5 AT 1/4 POINTS ON LITES WIDER THAN 36" W 3/8" AIR SPACE 13/16" HEAT STREN'D GLASS GLASS TYPE `C9 7/16" OVERALL LAM. GLASS 3/16" ANN. GLASS .075" INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090"' INTERLAYER W 3/8" AIR SPACE Saflex Clear And Color Glass 3/16" HEAT STREN'D GLASS By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' \ 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 (M5 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE—?Cl' 1" OVERALL INSUL. LAM. GLASS (L. M. 1. ONLY) m z ON LITES WIDER THAN 36" GLASS TYPE `D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" INTERLAYER Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 w Ix O TT �I Mcn V) g W :I 1i � II II II 5W,jM1' mm�::Ilffllil SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 OPTIONAL GLAZING DETAIL GLASS TYPES `Cl' & `D 1' AT 1/4 POINTS ON LITES 'WIDER THAN 36" Title: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) GLASS TYPE 'D19 1 " OVERALL INSUL. LAM. GLASS Description: (S.M. I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'Dl' MUST BE TEMPERED. GLAZING DETAILS Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW -130 LM I N.T.S. 4 of 7 Ora wn By: AGK Date: 5/22/19 Rev. By. -I Rev. Date: Drawing No. Rev: PW130LMI-NOA 0 PRODUCT REVISED as complying with the Florida Building Code . ` 1' 1 Impact Resistant .` Q�.. •LYN • • • ..N %. Windo s & w Doors :� `��•'' � \GENS� ' • � • . �� WE'RE STRONGERTN ••• •,• 3780 W. 104th Street, Hialeah, Fl. 33018 No. 58705 Tel: 305.593.6590 1 Fax: 305.593.6592 -- • AdV • PREPARED BY LYNN MILLER -0 1070 TECHNOLOGY DRIVE 511' N. VENICE, FL 34275 Q TATE (941) 480-1600•'••,�CORIDP.•''• N��� COPYRIGHT © 20191 • ' • - • • • • • ' CGI WINDOWS & DOORS S�Q , V ALL RIGHTS RESERVED / / A� \ CERT. OF RUTH. #29296 A. LYNN MIL/U/ i14,10.9.' \P.E.# 58705 TYPICAL EDGE DISTANCE TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2 1/2" MIN. WOOD AT HEAD SILL OR JAMBS SG = 0.55 MIN CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1 " MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS TH R U 1X INSTALLATION DETAILS TH R U 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/49P MAX. FLANGE SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING METAL jl jl OR WOOD STRUCTURE TYPICAL ANCHORS a STRUCTURE E3 ; I ; I Ij Ij M2 SEE ELEV FOR SPACING a a M2 TYPICL ANCHORS xELEV. Ij Ij � 2 _ B SZ = _ /� (�` . o FOR SPACING Lo, �t V). . E1 I V. v . Iq ---------- 1-1/4 •-•-•- —• Ii. C" S2 MIN. v .1z g ° : P••o • • • • .. P j I j I • : . •. Q p • o 'TYPICALAACHORS M2 I I • o • ^ ' ' I SEE ELEV. E3 1 BY FOR SPACING I I I I WOOD BUCK •a o. E1 E3 RODUCT REVISED 1/4" MAX. . ' _J complying with the Florida SHIMS • . E2 .3ailddng Lode Acceep��oe 1' E Q UAL LEG EQUAL LEG EQUAL LEG EQUAL LEG .I- w hratlon Date 2%wo a s j j B 1 2BY WOOD BUCK OR A l WOOD STRUCTURE . o M2 C 1 a METAL By STRUCTURE Miami trQ E3 I � I I I I M2 x Q •� _ TYPICAL ANCHORS SEE ELEV. FOR SPACING II II � � I � � a ---------- •— — —•—•—• — E2 I D ' E2 M3 S2 TYPICAL ANCHORS a SEE ELEV. X ° •� ° ' II II I I FOR SPACING 'v °• E3 P ' P ' � '• • TYPICAL ANCHORS j � M2 I I � U) \ p o • ^ ' I SEE ELEV. " E3 I I TYPICAL ANCHORS - P. 1 BY FOR SPACING I I I I SEE ELEV. WOOD BUCK FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4 P9 DIA. KWIK-CON II BY 'HILTI'(Fu=163 KSI, Fy=157 KSI) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Drawn B : / y ` 1 4" DIA. ULTRACON BY 'ELCO' Fu=177 KSI F =155 KSI INTO MIAMI-DADE APPROVED MULLIONS rtle: ( y Impact Resistant LYNN SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK P �O. • • ' ' ' ' • • • /� •�l/ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR Windows & Doors '� .• �,\GENS . �� METAL STRUCTURES(HEAD/SILL/JAMBS)WE'RE '- "V „ INTO STRONGER*~ • • 'A N TRATION INTO WOOD Description: Date: 1 1/2 MIN. PENETRATION �'• 3 S MIN. PENETRATION BEYOND SUBTRATE N0.58705 C ) 3780 W. 104th Street, Hialeah, FL 33018 - THRU 1 BY BUCKS INTO CONCRETE OR BLOCKS ALUMINUM: 1 8" THK. MIN 6063-T5 MIN.) TYPICAL INSTALLATION DETAILS 5/22/19 Tel: 305.593.6590 1 Fax: 305.593.6592"_ ALUMINUM: ( - 1-1 /4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) STEEL: 1 8" THK. MIN.(Fy= 35 KSI MIN. PREPARED BY LYNN MILLER -0 / ) Revision: Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE � _� . 1 1 /4"MIN. EMBED INTO BLOCKS (JAMBS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED -� ORIGINAL ISSUE N. VENICE, FL 34275 � 0 '. ATEJF ,•' OR PAINTED) (941) 480-1600 �� •'••.�CpRIDP ••'' \��� DIRECTLY INTO CONCRETE OF BLOCKS • • ' Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT © 2019S� ' • • • • • ' ,.`V ��� ///O° �� 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) ALL RIGHTS WINDOWS � `f `4— 1-1 4" MIN. EMBED INTO BLOCKS(JAMBS)PW130 LMI N.T.S. 5 of 7 PW130LM1-HOA 0 �I/ CERT. OF AUTH. #29296 A. LYNN MIL[W �. P. E.# 58705 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1 X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 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 TYPICAL ANCHORS 1/4" MAX. SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING II 11 OR METAL I E3 ; j ; I B3 I I M2 WOOD STRUCTURE A3 Q TYPICAL ANCHORS • . a SEE ELEV. FOR SPACING •. STRUCTURE TYPICAL ANCHORS j j x a s M2 II II SEE ELEV. S2 = w = I 0 o FOR SPACING LI 11 'q- N v [j E2 I E6 •a wf 1-1/4" •' •–•–•– —• S2 MIN. , v . x v o • II jl .• .. Q M M p •o TYPICAL AITCHORSE3 ;I ;I M2 w(n . SEE ELEV. I j I j ' , V. 1 BY FOR SPACING II II WOOD BUCK E2 E3 1/4" MAX. BUCK HEIGHT 1/4" MAX. 2 3/8" MIN. PRODUCT REV ISBD GAP GAP _21Scomplyiug with the Florida Rm Building Code Acceptance � a WOOD STRUCTURE NOT BY CGI 1 /2" MIN. VC3 CON —1 1/2 MIN. e E2 C2 ---� 2 3/8" MIN. FIN FRAME BACKBED CAULKING w TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4 it MIN. PENETRATION INTO WOOD Ell BUCK DEPTH SHALL BE 2/$". THE USE OF DEEPER OR BEVELED WOODBUCKS IS HOUSE WRAP ES E3 EXTERIOR PERMITTED. NOT BY CGI BUCK WIDTH BUCK WIDTH om �-------- ---------� I �----� MIAMI–DADE COUNTY I MIAMI–DADE COUNTY APPROVED I 1 I I I I I I APPROVED MULLION I I MULLION & MULLION ANCHORS I I & MULLION ANCHORS I SEE SEPARATE NOA I i rtle: Drawn By: 9 I I I SEE SEPARATE NOA I I I I SENTINEL 130 ALUM FIXED WINDOW L.M.I. S.M.I. AGK )� ) ., `�,. • ' ' ' ' ' • • . f , Impact Resistant6��.LYN/V/ ,FF�4 `C`- ����N�F •.� ; I I I I I I I I L---___--I Description: Date: WE'RE STRONGERTM �.' • '� �• . I I . _-- — '_' _'-- - ' I I I I _�—_— _ '_ _'—_— — ' --_'_'_'–_ I I -----____–� TYPICAL INSTALLATION DETAILS, CONT. Revision: No. 58705 5/22/19 104th Street, Hialeah, FL 33018 ~ yl� — Tel:305..593.6590 1 Fax: 30 '.593.6592 Rev. By: Rev. Date: PREPARED BY LYNN MILLER � I I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 • SATE • �(/ O ` L __� – – – ORIGINAL ISSUE TYPICAL ANCHORS SEE ELEV. . .. (941) 480-1600 �� •'••,!ctOR1D .•'' �� ' ' • FOR SPACING Series Model: Scale: Sheet: / Drawing No. 9 � ' ' • ' ' Rev: COPYRIGHT O 2019 V \�� CGI WINDOWS & DOORS ( `•'O� X 1" SMS. PW 130 LMI N.T.S. 6 of 7 ALL RIGHTS RESERVED �/ / ' `� PW130LM1-NOA 0 / I 1 1W � \\ \� #14 CERT. OF AUTH. #29296 A. LYNN MILLEIF�, P.E.# 58705 1.' 1.1 FLANGE FRAME E2 FLUSH FRAME/FIN FRAME '5 1.395 �{ 1 I�.180 leiL 2 .050 j .065 M3 FLUSH FRAME COVER T- 2 1.000 �.125 .500 M4 GLAZING ANGLE (LAM. INSUL GLASS) 1.450 .180 .050 .550 E3 GLAZING BEAD (LAM. GLASS) E6 FLANGE ADAPTOR .120 1.119 99�.05029 � TYP. i - .050I I �I� 1.081 �I 1.1841 @GLAZING BEAD (LAM. INSUL. GLASS) M2 SCREW COVER 1.1301 [-*— .065 1.550 1.680 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -118 4/ WDW. FLANGE FRAME 6063—T6 — E2 CGI -119 4/ WDW. FLUSH FRAME/FIN FRAME 6063—T6 — E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063—T6 — E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063—T6 — E5 CGI -110 4/ WDW. NAIL FIN ADAPTOR 6063—T6 — E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063—T6 — Mi CGI -382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS REQD. SCREW COVER— OPTIONAL PVC — M3 CGI -1 12 AS REQD. FLUSH FRAME COVER PVC — M4 — OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063—T5 — M5 — 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST — CIRCULAR WINDOWS WELDED JOINT AT ENDS I 1P RODUCT REVISBD RECT. OR SQUARE WINDOWS S complying with tete Flmi& iudding Code f� cceptce Q If .p. TYP. CORNER DETAILS By N1iali Dads Produc �I/111111/ .050 Title: Drawn By: \�` *`Y LYNN� / AGK Impact Resistant ��� ��, . • • ' ' ' ' .. • . 1.395 SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) , .,•-\CENSF •. �� Windows & Doors � �► ,. •, E5 Description: Date: (0WE'RE STRONGERi" •,'A NAIL FIN ADAPTER _, No. 58705 Hialeah, Fl. 33018 EXTRUSIONS, BOM 5/22/19 TeB0305.593.6 9W. 104tht0e It, ax: 305.593.6592 -- • Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE --0 '.•• STATE F ,•'• ORIGINAL ISSUE N. VENICE, FL 34275 ; •• •, (941) 480-1600 ' • , 40 RIOP��� . • ' �•,N� Series Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT © 2019 /ass • • • • • • v / CGI WINDOWS & DOORS // /0 �� �/10111110 PW ALL RIGHTS RESERVED �/ 130 LMI N.T.S. 7 of 7 PW130LMI-NOA 0 / / 111 1 1 � � CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705