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HomeMy WebLinkAboutPERMIT PACKAGE 2MIAMI -ED DE MIAMI -DADS COUNTY EM 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.mfamldade.2ov/economy CGI Windows and Doors, Inc. 10100 NW 25'h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 AI- 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. NOA No. 17-1018.08 U((1/ Expiration Date: September 22, 2020 Approval Date: December 21, 2017 1 12112)1 +y f Pagel CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(R 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(k 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(T 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 NDA No.10-0510.11) ManuelP ez,� .E. Product Control xa iner NOA No. 1 -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 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-511 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 "Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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 ButaciteR 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. `' l/ f 4- Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 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 6m Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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 Glass 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 511 Edition (2014), with FBC 6th 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. Manuel re , P.E. Product Control Examiner miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1/8" FLANGE WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" 6" MAX. MAX. IEAD/SILLA HEAD/SILL ,ORNERS 4 I I - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r 52 1/8" D J BUCK WIDTH 47 7/16" DIF 5 D.L.O. (FIX. LITE) \ X FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX M v _ HEAD/SILL CORNERS M HEAD/SILL CORNERS D2 HEAD/SILL it li 7 II II D II II w S D � z s N O n z 5 W cv O M Z M — M Z M O J c o > o o - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r 52 1/8" 52 1/8" BUCK WIDTH BUCK WIDTH 47 7/16" DIF 47 7/16" D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX 20 9/16•• MAX. 'c* (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. 20 9/16" MAX. HEAD/SILL CORNERS HEAD/SILL 61 HEAD/SILL CORNERS D2 HEAD/SILL - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY 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. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 J � � /� DIF L O II II M _ B II II II II 0 W x v Q W M " p D2 0 it li 7 II II D II II w S II II C2 II II � z 7 II II it n N O n _ O W O M Z M O � U m J c o > o r � N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY 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. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 .I I. II II II II II II /. II � � /� DIF L O II II _ B II II II II 0 W 7 it n Q W D_ N c 0 it li II II II II w 0 II II C2 II II 7 II II it n N 0 o n _ O cDOQw N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY 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. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 J � � _ N DIF L O _ O 0 W Q W D_ N c 0 N w 0 �z� N 0 o n _ O cDOQw O z � U m c o � N r � 0 — o Ro a U a F ♦� /® N LII ® I N ® N 70592 ° ®_ � a P:ry:ifSiiC&°E+E:Vi.3^a 5ll3�Cd2&Ej M.d3&zl F ® pqB OP drawing no. D Wl 0-03 ly "I raa ac§ePrc3eiuc¢cr te1o��♦ sheet -1of 9 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TYP. EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 49" 53-1/8" 26" 18-1/8" 25-1/2" 36" 48" 52-1/8" 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 38-3/8" 18-1/8" 25-1/2" 36" 48" 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 18-1/8" 25-1/2" 36" 48" 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 18-1/8" 25-1/2" 36" 48" 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" " 76" 18-1/8" 25-1/2" 36" 48" 52-1/8" 75" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 L 85" 18-1/8" 25-1/2" 36" 45-1/2" 84"75.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TYP. FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS -Er FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS 1091 UNEQUAL LITES (ORIEL TYPE) 1, PLEVISFY-1 ;s c lnpP(slag v ils a€tx 1»'@ wma'' ,i;k4teug: U;Ocie: gg��g((�� _Sei:zitEainCv iDi � VFZ✓"E 1:v 104raV ® I 0 OF --;7 drawing no. W10-03 sheet 2 of UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'A1' GLASS TYPES 'B'&'B1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 26-1/2" 31" 33" 37" 43" 85" 1 25-1/2" 30" 32" 36" 1 42" 70-5/8" 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 80.0 85.0 84" 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 80.0 85.0 45-1/4" 1 75.0 1 75.0 80.0 85.0 FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS -Er FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS 1091 UNEQUAL LITES (ORIEL TYPE) 1, PLEVISFY-1 ;s c lnpP(slag v ils a€tx 1»'@ wma'' ,i;k4teug: U;Ocie: gg��g((�� _Sei:zitEainCv iDi � VFZ✓"E 1:v 104raV ® I 0 OF --;7 drawing no. W10-03 sheet 2 of 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS M .075" Interlayer .075" Interlayer I Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ^ q 3 OR OR Z h .090" Interlayer .090" Interlayer 0 Z M W a Saflex Clear And Color Glass Saflex Clear And Color Glass F W By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q n o_ OR OR C NN o .090" Interlayer .090" Interlayer ° O W M U SentryGlas SentryGlas d > N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'C F OR OR C tN M .090" Interlayer .090" Interlayer r Trosifol PVB Trosifol PVB v p W By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q' M o O F 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Z m Z m iV C Z� N N SILICONE N SILICONE Q w:) LL Ry s Mt .. GE 1200 _ g M1 GE 1200 Z M _-0 DOW CORNING 899 co -! it DOW CORNING 899 — 0 C j .I l DOW CORNING 9951 1 DOW CORNING 995 ZM— w a LU 0) O 0 0 O O W E8 W E8 Y. M4 AT 1/4 POINTS ON LITES k M4 AT 1/4 POINTS ON LITES W WIDER THAN 36" W WIDER THAN 36" 0 m _ u GLASS TYPE 'A' GLASS TYPE 'B' o 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS i (L.M.I & S.M.I.) N 0 w LJ 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS¢ "O N .075" Interlayer .075" Interlayerto r N Saflex CP With PET Core Saflex CP With PET Core cv �o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'w 3 , rG I OR OR z - 3 N .090" Interlayer .090" Interlayer z C Z Saflex Clear And Color Glass Saflex Clear And Color Glass V) o 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o = OR OR w 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE ,090" Interlayer w U o SentryGlas SentryGlas u7 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 1/8" ANN, GLASS OR OR �, o .090" Interlayer 1/8" HEAT STREN'D GLASS .090" Interlayer m w m Trosifol PVB Trosifol PVB o LL o n By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS > w m SILICONE m SILICONE a z m GE 1200 m GE 1200 N DOW CORNING 899 DOW CORNING 899 N Mi 'I 'I jl DOW CORNING 995 N M1 'i 'I jl DOW CORNING 995 PRODUCT RENgSEt'D \ \ as cc,mpiykg with 130 Milk 0 pM p N XL EDGE SPACER 'I -I XL EDGE SPACER 8;:iid:a.g li li Ij ST. STEEL BY 'CARDINAL' !I II ST. STEEL BY 'CARDINAL'-Arcet.t&l eNo " Df •D � p OR OR Exr�irataonI ate e a m o a0 DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' .. OR OR E9 SUPER SPACER BY 'QUANEX' E9 SUPER SPACER BY 'QUANEX' .i„y:xi ),ede Product °° Q��. � � '�B N it W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES o _® ®. Y 592 m a a GLASS TYPE 'Al' GLASS TYPE TV e c m o t 0.70” OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS —gyp �m v a` u (L.M.I ONLY) 0, 8448®R ��9® e drawingno. (S.M.I.) ;0 ° °••°<®Ra®�.• °�o�� W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ®A�si/������ ��°°° EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. //gd9119g!\\\ sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. 1 B FOR SPACING WOOD BUCK .".dQ a +. d'EDGE,.DIST.- d as O SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL O v ° EDGE DIST°`r'° TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK EDGE DIST. d m N FLANGE & FLANGE ADAPTOR FRAME z II MIAMI—DADE COUNTY APPROVED II iv ED MULLION & MULLION ANCHORS I DIST. li SEE SEPARATE NOA i� \ EDGE DIST. I I 11 2 3/8" MIN. M\'� 2 3/8" MIN. _--� N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING de a X u f d a d\_ Z: a N $� TYPICAL ANCHORS SEE ELEV. 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. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (w=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ��. b®CBNS�°�® TATE OF mymU Z M m i O Z M Q m I 2 n a Q a 0 O: O O .... m C) O W N IX 0 'm V p w H cy 0 °o paoo y U)Lu 9 o N Q w N LL o - 3 02M Q W 011 a � � L O = O O W x N pw n C 0 n L0 ^ N N � � w 0 Z o vw >O—O 0< w w U LO N C STRUCTURE Y x TYPICAL ANCHORS � E SEE ELEV. m • m FOR SPACING o U o EDGE DIST. d m N FLANGE & FLANGE ADAPTOR FRAME z II MIAMI—DADE COUNTY APPROVED II iv ED MULLION & MULLION ANCHORS I DIST. li SEE SEPARATE NOA i� \ EDGE DIST. I I 11 2 3/8" MIN. M\'� 2 3/8" MIN. _--� N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING de a X u f d a d\_ Z: a N $� TYPICAL ANCHORS SEE ELEV. 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. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (w=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ��. b®CBNS�°�® TATE OF mymU Z M m i O Z M Q m I 2 n a Q a 0 O: O O .... m C) O W N IX 0 'm V p w H cy 0 °o paoo y U)Lu 9 o N Q w N LL o - 3 02M Q W 011 a � � L O = O O W x N pw n C 0 n L0 ^ N N � � w 0 Z o vw >O—O 0< w w U LO N C 1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS 0 O 0 n % TYPICAL ANCHORS TYPICAL ANCHORS O H (9 a SEE ELEV. 1 2 S6 SS SEE ELEV. Fw FOR SPACING 1 M9 FOR SPACING Q W Z N a FLANGE ADAPTOR FRAME mo 0� M 0 MCI METALSTRUCTURE - 1' 1%4" 0 0 ui el 0 2t _ w -- -- - -- 0 11L, 01 _ -- - 0LIr pc W Ill 41 O '(04 A _ i W 1 B A Vi' =02 m EXTERIOR WOOD BUCKS =-- J 0 a j 13 Q D.L. OPG. ¢ d E1 Iii III O wm� II II D � � m 1/4" MAX. BUCK WIDTH 1/4" MAX. SHIMS SHIMS O rn TYPICAL ANCHORS O SEE ELEVTYPICAL ANCHORS . FOR SPACING SEE ELEV. j = O a o, FOR SPACING vi 0 W �- N Q O S o � N o 1 4�4... ONLo p� W 3po 0 M Y WOOD BU Z 'O uO1i .,o OR aWOOD STRUCTUR o E260 1 B .w 10 w 3 O� F WOOD BUCKS � m m s LL n MIAMI—DADE COUNTY o g APPROVED MULLION mow & MULLION ANCHORS 1/2" TYP. — m U a w r SEE SEPARATE NOA E m < o BUCK WIDTH BUCK WIDTH m a z INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. I I m o 0 0 0 I I }%Y.C'i3iJC9 iT.Ei'`sS 2s cn,rAying wilhOW FkAka �(�1�8 qM'® + :. :. .: -.. ya at.a!8 �$�6: . ✓U L4' 0\ v \,®CENS� Vf T a u O L 10 TATE OF drawing #14 X 1" FH. SMS. %®��° °<OR10%0'°���� W10-03 ®NA TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE \ FOR SPACING TYPICAL ANCHORS SEE ELEV. m Ea DIST. ' FOR SPACING 0 0 d e a m GE DIST. \ m SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL I ti l4U © E5 x C) E4 w HN x W Y m �v I ' III III W I �Il ill ti E EDGE DIS° \ .. \ TYPICAL ANCHORS SEE ELEV. °. FOR SPACING WOOD BUCCKK EQUAL LEG FRAME it_____________I II MIAMI—DADE COUNTY APPROVED II N EDGE MULLION & MULLION ANCHORS \ T N li SEE SEPARATE NOA it \ EDGE DIST. x x \ U TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVFn MIIIIInm EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8MIN. a � M � 2 3/8" MIN. N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. n u d < d a e s T 1'1t0-"Duc ' REV. 9F.d3 ; Uildina Cad, RcceR3rea:�fi°icr a{ -6D1 �.C3$ Expiration Tate °r aLli Dade product CM d ° a \ \LTYPICAL ANCHORS SEE ELEV. FOR SPACING •°°�®c�iN4 -.9 eN,®'9a P OP uj � N N m N (0 O v = O O Ld x p Ld Of w U) a C: o O SN o U) In N W "q m 0 M z O Z J w cwii � O - o � U O Q a w O z V o " vwsi G a U o N _ N drawing no. W10-03 >heet 6 of 9 CD TYPICALANCHORSLtT�T �D���{E U M 1' lIV lb 1Vl U ILLUSTRATIVE DTLS. ONLY /R p EXT. OR INT. FINISHES E11 FOR SPACING �Y o NOT BY CGI Z h % Qw MN HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q IL q N o NOT BY CGI O w N ` ro O8 SMS (GRADE 2 CRS)11 N A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: C L BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 U 0i I� li 0 CAULKING 0 m D �1 II M2 C GD . G a d III III S5 O N Np II Q W >IL a �I II M9 J ems m Q i O Qwm�r J m 0 Qi II II II II � II Ij Ij SWEEP LOCK 1 II II 1 OPTIONAL TO v C EB EGRESS LOCK — AT SILL o L O WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4 NOT BY CGIMAX. = O w a O ES GAP GAP 0 LU w F- E4 1/2" MIN. 1/2" MIN. �zU) 0 =N r 0-0 D2 O_NIw o�MN O BACKBED U O Q s CAULKING w U z N z I� II z O > U NG a of o N Qo 54 z z M1 i HOUSE WRAP E6 NOT BY CGI vi o e r G O j E3 Es EXTERIOR m m m a m M9 D.L. OPG. a 0 0 0 0 2 � ¢ m o 0 M14BACKBED :is cc,e,*piysr.w.+a&3: L4 ®\\1Y9109 B/y0 O CAULKING E2 ep. see Abi _i vvv - •°••.�� ��i "n _. s iaa Date 2Di 9.\OEA9�¢ ' N \ HOUSE ® N®. 7 B2 a o NOT BY CRAP z : _de Perducf CrcaS�=u(', v a e GI TATE OF drawl Ell TYPICAL ANCHORS i®' ° L®R9®�°°"0�� W10-03 FOR SPACING ',,�® I��o p N sheet 7 of 9 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 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" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY S6 2/ LOCK # 6 X 1/2" LG. FH. SMS. ®CGI -133 &CAM LOCK 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 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" LG. FH. SMS. ST/ST. SPIRAL B. 2.505-1250570 �� oss s2 S2 U z� U o 0 � 1.745 .811 .745 .065 -�- TYR .-LU811 1.245 .745 .065 1.550 1.680 0 ,{ 8 _ '� Z Mei 0 F_ M i z a F w Z t�v Q a z < o- �O NP. .050 Ll //p�� !� m O U 812 FLANGE FRAME HEAD I1.015 1.015P- E1 FLUSH FRAME HEAD 1.395 E11 NAIL FIN ADAPTER �� �j) cq w x Q 0 W ti �i p tti m a IL 0 ro o 0 C O D N �. Z N 1.583 1.583 .745 1.007 .ossos5 nP. NP. oss LL z y LL c p $ m TYP. 1.368 2.113 J z m Z 1+1 - w Qwm�~ 3.675 1 425 3.175 429 3.175 1.015 VENT TOP CORNER 0 - 500 500 20 1.220- 000F_ .500 SIII F=-2.505 Ea MEETING O RAIL FRAME TOP CORNER g c O1 -2.505 Ei4 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.220 1.043 1.788 /may vi a 0 t0 w 4 "Ov1 O O .500 1.301 1.301 S2 o H r 7n F.065 .065 .065 NP' w z N 0 M M rn NP. NP. 1.015 Zo 2.440 1.015 2.440 1.015 85 LOCK RAIL FRAME BOTTOM CORNER w w O ro � C) .745 L 2.195 VENT BOTTOM CORNER N .745 O m m 2.846 2.3464 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1.892 .065 1.043 Ty?.?.� wuozo z o 6aa w Uoz.n <aor .4901-1 .1 .Z5 50 NP. 7_0nP. S2 �I 1.015 c 2 N m O N �I .854 .864 k- Es HAND RAIL <Jt JL"i x "v 9ED J-0 ESE9 516" GLAZING BEAD .700° GLAZING BEAD - c�M,�YMg W4Qf. the r$ ° 4- 419909 'mwmg 0 , 1.449 �D.A�4f ji p-1.395 7 .180 .293 .7445 1.450 ®® .180 Z"9 F:^.;�_.� Dade Py 'crA+e ; _ ,,;°-. N9. `!®592 � e i7t ti $ r .050 � � .060 �� �� 1.021 .065 1.015 .560 .050 ®�° ° ! i �® a m a` O .065 1.413 CI p® ®'•./� S 4E®P �� °��; drawing no. ppm®�°• W10-03 M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 810 FLANGE ADAPTOR ///®/ AB1"�jgt���`\e sheet 9 of 9 MIAMI ADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv 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 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. 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 NCA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.07 Expiration Date: September 22, 2020 (/�� t Approval Date: November 22, 2017 f( f 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 No10-0510.13) 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® 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(t 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 Press -are Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No. 10-0510.13) y/ anuel PIWez P.E. Product Control 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-5t' 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-5t° 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 I 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. Manuelerez Product Control Exam 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 FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6' 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 -6/25/15 and expiring on 09/22/20. 1 C Manuel Pyne , P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 ne" " FLANGE WIDTH BUCK WIDTH D.L. OPG. D.L. OPG. 18' MAX. 6" MAX. HEAD/SILL A 3 SHORTER CORNERS SIDES Al B. II li II II II II II II g�RPD Of$ C II II II II II II m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. II II x II � II Z o � II II II II II II II II II II II II II II II II II II -II- II- �I I� B 83 N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE 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 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 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 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. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By m w Q K BUCK WIDTH D.L. OPG. FLANGE WIDTH D.L OPG. TYPICAL ELEVATIONS /8" U Al B. g�RPD Of$ CURS S/OFA m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE 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 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 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 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. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS (O 1� o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�" M,qk 75e " N CORNERS SIDES m U S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q 0 a �n Is U X n y W G it If .¢- _vmM <' , owz ____�/—____$1II4IIIIlIIIIIIIIIIILIIiI ®__urIICuIIIIIIs �nOC/O-_E9PG��I7Su-_ .ICO�ssl=cM eiP�_=i.�•III�II�'I e c�sU�wu_wNIOoo�3��N—Q0 II If e° oO NNO�otSwzUo�ri_UniC3iiQ oc 1N0�>�y S OOeoCr�ziUo1.n.- M 11 if iwFoNnOUmc0wo 0 Q dO0eo YOLL€ziOC2��i O --- JL_____196" ---t----------t-----=rr---- M = Z o it II II II BUCK WIDTH UJ M D.L OPG. LlZOE m p M m m a------ ______7It it N 11 11 if iiIIif O II II L I II O w p wIf 1of iD 6ai0 N 6" MAX. 16" MAX.FALSE MUNTINS 16" MAX. 6" MAX. 16" MAX.(SURFACE APPLIEDCORNERS STRAIGHT O OPTIONALSTRAIGHT HEAD/SILL STRAIGHT 93 SIDES CORERS SIDES SIDES op 4 _jU FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FDSoom `mLOOroOrt$ z z Q 0 \,1c PRODUCT REVISED as complying with the Florida Building Code o. NOA-No. 17-0918.07 Expiration Date 09/2020 TATE OF crowing no. BY a Iade Product ontroIN Un0w l II II_ II II II II II II II II II II II II II / II II n II II II II II II II II II II u n u n � u n II II II II B2 W �U U D 0 Z L C 1•• � m z Z J % r LU N 2 / CL o �ON`v U Q; FG V U y In N 5 Wrl ',NOTE a0�M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 6. O 0 ,i VERTICALLY OR HOR12ONTALLY AS SHOWN ABOVE. O 0 0yrp G Q W j LL LL ZN_o m Jfr" TYP. BUCK DIMS Kz` TYP. ,� 0 ((D Q J Q LLIM FLANGE FRAME A N FLANGE DIMS M o BUCK DIMS z vi �+ 0 M O H o d K 'B N EQUAL LEG FRAME < O = N o W N N n BUCK DIMS w 0 z .0 �? z 0 Z tJi N O O o M FIN FRAME U BUCK DIMS W m W U FLANGE ADAPTOR FRAME w N H O Q r N N F FLANGE DIMS m i i w U Q U Q o o a o a NOTE: s GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) y AND FLORIDA BUILDING COMMISSION o` ° m = o - O N - N DECLARATORY STATEMENT DCA05-DEC-219 0 0 \\\\1111111// w LL c" ♦♦♦`\��®. �°?��p �7/ice o 0�� 17197 ��;.•�cENse'' b n PRODUCT REVISED - .70 92 as complying with the Florida Building Code e c m s NOA-No. 17-09'18.07 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.109/2W2020 drawing no. Expirati n Date p •�0.♦' W10-02 Miamiade Product MrPs '77j 1 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. HUCK DIMS. GLASS TYPES `C'ec`Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXi.(+) 1NT.(-) 24" 23° 80,0 80.0 80.0 80.0 30" 29' 80.0 B0.0 80.0 60.0 36" 35' 80.D 80.0 80.0 80.0 42" 36. 41" 35, 80.0 80.0 80.0 80.0 48" 47" HD.O 80.0 80.0 80.0 54" 53' 80.0 80.0 80.0 80.0 60' S9' 8D.0 80.0 8D.0 80.0 61' 60" 80.0 B0.0 B0.0 80.0 24° 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 48„ 41" a7„ 70.2 70.2 B0.0 80.0 48" 47° 61.3 61.3 60.0 80.0 54" 53" 61.3 61.3 B0.0 80.0 60" 59" 61.3 61.3 80.0 80.0 61' 60" 61.3 61.3 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 i- 35" DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 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 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 42" 48" 54" 60" 61" 60. 35" 41" 47" 53" 59" 60" 59. 80.0 61.3 61.3 80.0 80.0 56.0 58.0 77.4 77.4 58.0 58.0 77.4 80.0 80.0 80.0 80.0 7D.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 48.6 48.8 65.1 65.1 24" 30" 36" 42" 46' 54' 60" 61" 72. 23" 29" 35" 41" 47' 53` 59" 60" 7t. 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 48.6 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36" 42" 48" 54" 56° 84. 23" 29' 35" 41" 47" 53' 55" 63„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 B0.0 80.0 70.0 70.0 B0.0. 80.0 61.3 61.3 B0.0 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' 47" 48" 96„ 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 75.6 75.6 B0.0 80.0 65.2 65.2 B0.0 80.0 60.6 60.6 BO.D B0.0 59.6 59.6 B0.0 BD.O 24" 30" 36" 42" 46" 102" 23" 29' 35" 41° 45" 101" 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 B0.0 65.7 65.7 BD.O 80.0 59.3 59.3 B0.0 80.0 24" 30' 36" 42" 44" 108" 23" 29' 35" 41" 43" 107" 80.0 80.0 B0.0 80.0 80.0 80.0 B0.0 B0.0 73.8 73.8 80.0 B0.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 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 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&`C1' GLOSS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1NT.(-) 19-1/B° 26-1/z" 37" ae' 53-1 /8" 61" 26, 18-1/8" zs-1/2" 36" a7^ 52-1/8" 60" 25„ 80.0 80.0 80.0 80.0 ao.o ao.o ao.D Bo.o 80.0 80.0 80.0 80.0 so.o aD.o ao.o eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 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 56.0 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 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" 63, 18-1 /8" 25-1/2" 36" 47" 52-1/8" 60' 74-1/4" 62„ 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 60.0 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 19-1/8" 26-1 /2" 37" 48" 53-1/8" 61" 76, 18-1/8" 25-1 /2° 36" 47" 52-1/8" 60` 75„ 80.0 80.0 80.0 80.0 80.0 SO.D 80.0 80.0 78.9 78.9 60.0 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 9 0 a W k W 3/8" AIR 3/16" HEAT STREN'D S' ANN. 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 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) 6" ANN. 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 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 a 0 "x H W W 3/8" AIR 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 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.' f-3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS 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.' 6' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA—No. 1 17-0918.07 Date SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'Dl' t a _ ntl o � a .v. s 0 O N 9 V drawing no. W10-02 TYPICAL INSTALLATION DETAILS (� 4� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL w^ uC 3 Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONSz Q M = N a FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE C' o z o SEE ELEV. SHIMS O W N `" v 2BY WOOD BUCK FOR SPACING N IL �xC I !I II !j !j OR WOOD STRUCTURE TYPICAL ANCHORS ' v SEE ELEV. ' METAL STRUCTURE W G: D LL �j N E3 I' I' M2 > FOR SPACING M2 TYPICAL ANCHORS Q M (, d S2 �' s O 'v vsi © '° SEE ELEV. FOR SPACING ui G ] M 2 W o LI LI0 0. 002 0 LU El a _ U1 a {L Z N OE ro S2 MIS a W mE r TYPICAL ANCHORS !I !I M2 ^ I SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK v � M Q - N O 1/4" MAX. z 3 N o SHIMS o n p w EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG 4 ° ~ I­i TI2BY WOOD BUCK .° M2 METAL B 1 I� Al OR WOOD STRUCTURE C 1 STRUCTURE ¢ O =N o r I' o N F E3 M2 x_ x a _ TYPICAL ANCHORS SEE ELEV. FOR SPACING z p 3 th m I I! I '9 in M3 'j S2 LI p � ... _ ° 'MINCHORSS2 U o N IW- I . FOR SPACING 'v V. x ° : ,° .° _ n: '° TYPICAL AWCHORS j' j l M2 E3 N \ W W p ^ SEE ELEV.: H3 Ij II - TYPICAL ANCHORS LL LL 16Y FOR SPACING II 11 SEE ELEV, FOR SPACING o WOOD BUCK - � PRODUCT REVISED _ . y 0 i 0 < s 0 < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. By ° o d n a m 14" DIA KWIK-CON 11 BY ' HILTI' (Fu=163 KSI, Fy=157 KSI) Miami-Da Product control Alf//' 0 0 c o - o 0 w 0 i.. 0 0 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPICA EDGE DIS AN� `y1111111l `�X � f� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS CONCRETE AND MASONRY = 2-1 2" MIN. / 1-1 2" MIN. PENETRATION / INTO WOOD(HE-AD/SILL/JAMBS)INTO OR INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE = 3/4" MIN. 8 92 o' (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 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) STEEL: 1/8" THK. MIN. = 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. �� DIRECTLY INTO CONCRETE OR BLOCKS MIN(Fy C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / PSI MIN. •• AYE OF r �y� • `D�� drawing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i� •. ORIDP'. •'• � � i� - �� � W10 02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) � //fl1jjpj1111� sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL j:. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 o'Io FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0, d �W x D LL TYPICAL ANCHORS 1/4" MAX. j M 2E1Y WOOD BUCK FOR SPACING SHIMS Q w � I� II OR METAL a C C m o I� B3 E3 M2 WOOD STRUCTURE A3 x TYPICAL ANCHORS 'v STRUCTURE0 (L m 0 0 ti FOR SPACSEE ING v' M2 TYPICAL ANCHORS C d II II _ SEE ELEV. N O n 'j S2 FOR SPACING W 'j IJi. y C 3 P , ZN: a Ez - v—.. - ¢ w m E E6 E2 1/4...'. Ll E6 �F S2 IIn jj jl M2 MIN. P.° v x s w _ m O o••°. P . .. ° ' TYPICAL A4tHORS v SEE ELEV. ` E3 jl jj -v w C By FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 o O 0 O w 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K 2 318" MIN. GAP GAP -O N C STRUCTURE 1/2" MIN. 1/2" MIN. n L Q ��l�L_ \� C NOT BY l In - N M o M __� E2 w O 0 m 2 3/8" MIN. FIN FRAME �+ M2 BACKBED CAULKING No a V \\ \\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I (D G J U IW- \ \�\ 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w m BUCK DEPTH SHALL BE 2%". = y LL = THE USE OF DEEPER' OR <N h BEVELED WOODBUCKS IS HOUSE WRAP E5 w w olw R PERMITTED.EXTERIOR NOT BY ccl E3 u < o < a u r w U s U U Q U r Q N a z o z � a o 0 BUCK WIDTH BUCK WIDTH --------------- Fr- -------------- --'1� F ---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION IMULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA I I I v LJ?@'� \1 o W. II II \�-.....°�'d �i ----- - __--___J _ uG�NSR PRODUCT REVISED o N - ✓Os o j 1 i I I as complying with the Florida _ _ Building Codeo.TYPICAL --- ANCHORS NOA-N17-0918.07SEE FOR SPACING Expiration Date 09/22/2020 ®', AVE OP��4 drawing no. X14 X 1" SMS. Myi4,-Ad- Pr 1 �, �. i 2i/ ®(I�lj�1[" �``�K sheet 5 of 6 -du- ant, ///1191111tY� E1 FLANGE FRAME O FLUSH FRAME/FIN FRAME .675 r .99' 5 TM5 1.184�� O GLAZING BEAD (LAM. GLASS) Ir. 120 r.120 9a' S050 NP. 7 .4 Fol ---f .125 o�� 1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. -1.130 065 450 y x.180 1.550 1.680 u .sso oso � � 3— .050 k---1.395 O NAIL FIN ADAPTER 1.395 .180 .050 .065 M3 FLUSH FRAME COVER FLANGE ADAPTOR 1.119 2691 .050 r 1.081 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS Et CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/FN 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 - M1 CGI -382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75 -BO SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - M5 - 2/ LRE SETTING BLOCKS EPDM DUROMEfER 8515 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHIL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS ��;.• V RE'7® 'moi PRODUCT REVISED as complying with the Florida P Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 •.• ATE OFF � �4¢�• BY W V GI B V y P N <�N o •_ o n a drawing no. W10-02 N q J U I � N 0 Z L O 0 �i L 0 �2 � ¢ C O = N o N N 3 N rn w C Z l n 3 COQ o w W V GI B V y P N <�N o •_ o n a drawing no. W10-02 3/15/2019 Florida Building Code Online t 1111T, SCIS Home I Login I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications Contact Us I BCIS Site Map [ Links I Search FI nda F ), 13 9 4� V•• IV , Product Approval "It USER: Public User vi f 7- Cl, fl� LLM Product Approval Menu > Product or Application Search > Agolication List > Application Detail ss FL # FL17472-R3 �C Mutt 1 0 K Application Type Revision � � � ' 1[—„ J Code Version 2017 Application Status Approved CJ0 rTc— 1 �(_y,�-Q� l�s *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/a2bOtoUJS%2fr7NaDgSzMxXWfpyvfrXvrA%3d%3d 1/2 3/15/2019 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 02/14/2018 04/04/2018 04/11/2018 FL # Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R3 C CAC EAS 622-104CAR.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R3 II PA -0004 SS 2018-02-14.pd pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14.pLif Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R3 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ: Yes FL17472 R3 C CAC EAS 622-102CAR.PDF 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 set for mullion size, configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R3 II PA -0003 SS 2018-02-14,I)d Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party: Yes B n<:k .,. Contact Us :: 2601 Blair Stone Road; Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cggyright 2007.2013 State of Florida.:: Privacy Statement :: Access&LIly Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not wdIht your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: K fig eClcetk Credit Card Safe https://floridabuild!ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2f'F7NaD9SzMxXWfpyvfrXvrA%3d%3d 2/2 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 R.pa 6th Edition (2017) Florida Building Code Method: Category: Sub — Category: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954,399.8478 PH 954.744.4738 FX contact@ buildingdrops.com 1— A (Certification) Windows Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 domestic Ave. Ft Myers, FL 33912 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 02/06/18 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2018.02.14 15:47:48 -05'00' 7 TT '�.GN ��`���`. Hermes1d!fddW , P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube Mullions FL#: FL17472 Date: 02/06/18 Report No; 5505 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition (2017) Florida Building Code. See Installation Instructions PA -0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA -0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA -0003 have been qualified as required by Section 1709.8 of the 6th Edition (2017) Florida Building Code. 6. See Installation Instructions PA -0003 for size and design pressure limitations. Hermes F, Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 FL#: FL17472 Date: 02/06/18 Report No: 5505 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, Inc. (FBC Organization #: CER1523). Referenced Code Sections: Referenced Data: 1. 1709.8 of the 6th Edition (2017) FBC 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization #: TST1577) Report #: CTLA 301OW-4 Report Date: 07/18/14 Report #: CTLA 3010W -4A Report Date: 07/18/14 Report #: CTLA 301OW-5 Report Date: 07/18/14 Report #: CTLA 3010W -5A Report Date: 07/18/14 Report #: CTLA 301OW-6 Report Date: 07/18/14 Report #: CTLA 3010W -6A Report Date: 07/18/14 Report #: CTLA 301OW-7 Report Date: 07/18/14 Report #: CTLA 3010W -7A Report Date: 07/18/14 Report #: CTLA 301OW-8 Report Date: 07/18/14 Report #: CTLA 3010W -8A Report Date: 07/18/14 Report #: CTLA 301OW-9 Report Date: 07/18/14 Report #: CTLA 3010W -9A Report Date: 07/18/14 TAS Reports 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 `. A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL#: FL17472 Date: 02/06/18 Report No: 5505 A. For two by (2X) wood frame substrate, use #14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA -0003) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA -0003 for mullion desing pressure tables, mullion profiles, and installation details. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 CAR & Product ID Number Issue Date Revision Date Expiration Date Company Code 622 - 106.0 2/11/2015 2/16/2018 7/18/2021 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Document Title: Structural Performance Doc No: FRIVI B1-02 Rev No: 7 Page: 1 Oc 1 KEYSTONE Fort Myers FL 33912 Config: No Reinforcement CCRI'I1-'ICA'fIONS, INC. Certification Max Height: See Table Authorization Report Required By: PRO B1-03 CAR & Product ID Number Issue Date Revision Date Expiration Date Company Code 622 - 106.0 2/11/2015 2/16/2018 7/18/2021 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 2"x6" Aluminum Mullion H/V/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: Test Report Expiration: CTLA-3010W-8A/9A 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11:50:16 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW. KEYSTONEC ERTS. C0M KEYSTONE. CCRTIFIC/�TIONB, INC. Appendix 1 CAR No: 622-106.0 Expiration Date: 7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 2"x6" Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" - ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200,0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200,0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6 108 200.0 197.0 162,7 140.1 124.2 112.6 104.9 103.8 97.0 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" -TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200,0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 1 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 1 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, Suite 10013 New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com z w W C/) W z O J LU CV C LUJ O CL CL U JA z a N N � x J Q �a 3 � i J m w O x z� 2 O N Q O m ~ z w �a ?o oaz �z a 0 0 -: �+, C x z a Z a p w� O z 65 Z 0 �m>Wzz ZHOu+ �Qa?u�� J wG2 3� zZ�° z°z�o�xZLL dwOz ° 'i �i� dzzs of°p Fw NJdG �aimv�i�NOi z'U a wm0 OOm� � ¢ Z r-oc N a.z z9- p z_ N z N w z p a m 0 WdwGzz�s,-„z°m o=�o°o�gao'Q�w� G zwu z z^z^5w�aoor^wo O �o�. ..��-www �J z z O m ala =om �a os= Z. z � �F-w 9so m da �a Ln z J X49 Ca � d z90 Fa -C Z io Eo is aa zzG 0 i goz N \i o1 4; 32o QO=za x O zZZ t oz¢ mi F- y Z Ej i. as W U Q W W a €n SUh U O aw K K i l7 N x o Tam o n-. ~O °=�w O N Q O m ~ z w �a ?o oaz �z a 0 0 -: �+, C x z a Z a p w� O z 65 Z 0 �m>Wzz ZHOu+ �Qa?u�� J wG2 3� zZ�° z°z�o�xZLL dwOz ° 'i �i� dzzs of°p Fw NJdG �aimv�i�NOi z'U a wm0 OOm� � ¢ Z r-oc N a.z z9- p z_ N z N w z p a m 0 WdwGzz�s,-„z°m o=�o°o�gao'Q�w� G zwu z z^z^5w�aoor^wo O �o�. ..��-www �J z z O m ala `v d z90 LL 9 zZZ €n z O aw K K z o l7 x o Tam o n-. ~O °=�w ? 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