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HomeMy WebLinkAboutHorizontal Roller.pdfCGI Windows & 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 (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/45/17, 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. ViSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MIAMi•r3ADE COUNTY Expiration Date: September 22, 2020 t�Ys Approval Date: November 02, 2017 Page 1 CGI Windows & 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's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/ S.M.L)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(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. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(I insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their °Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •ge M. Plasencia, P. E. Produet Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/ S.M.L)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. / orge M. Plasencia, P. E. ProHnct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-111.7.01 issued to Kuraray America, Inc. for their "Trosifol(k Ultraclear, Clear and Color PVB Glass Interlayers" dated 01119117, expiring on 07108/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07104118. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12111118. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09107117, expiring on 05121121. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 611 Edition (201.7), dated 08/30117, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22120. orge M. Plasencia, P. E. Prqduct Control Unit Supervisor NOA No. 17-0918.99 Expiration Date: September 22, 2920 Approval Date: November 02, 2017 E-4 r' PICAS ELEVATION 6,1 MAX. MEAD/SILL M FLANGE WIDTH 5" MAX. 71'P. /r y MTG. STILE FALSE MUNTINS ADDL, ANCHOR READ. ____�L (SURFACE APPLIED) 32 7/8" 32 7/8" AT CENTER OF ALL PANELS OP ZONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS 36 3/$ AT HEAD/S[LL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110° BUCK WIDTH 5 1/2" 13 8/ 16" MAX.MAX, 5 MAX. EAD/SILL TYp, HEAD/SILL -MTG. STILE E I Is II I lE F �I s Uj \ ii 1I 1 1 F Ik IE IE II rF O F N M`- fi 1 11 I 1I 6 II 6 I U ,f] 0 Al s2 B 19 7 M yZ I� CD 10 Ln Z Ln € I If I[ 11 Ir 5 � II � 5 i FALSE MUNTINS ADDL, ANCHOR READ. ____�L (SURFACE APPLIED) 32 7/8" 32 7/8" AT CENTER OF ALL PANELS OP ZONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS 36 3/$ AT HEAD/S[LL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110° BUCK WIDTH 5 1/2" 13 8/ 16" MAX.MAX, 5 MAX. EAD/SILL TYp, HEAD/SILL -MTG. STILE FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/5" OPTIONAL D.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH FIN FRAME V) ¢z S 1 /2" HEAD/SILL N 5 d T M N X E c If- V) J U W D D FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 110" BUCK WIDTH ,,- -,- I I, � 5" MAX. TYP. ST MTG. ILE IIIA 1 1 111A � I 32 7/8" 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 1.20 N ALUMINUM HORIZONTAL SLIDING WINDOW z DESIGN LOAD RATINGS FOR THESE WINDOWS TO DE AS PER C'j_ o CHARTS SHOWN ON SHEETS 2 & 3. Lo APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZCNTAL ROLLING 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 (65TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ui ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS i• ¢ 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 STEFL/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. ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami - e Product Control C) d 0 i Z n 0Zn H a IL o Ld ca W CL LL G cis � L O �j O N LL l - 902 C Z Q) W 01 t - N LO u rn � k"1 3c; L Y7 C) 0 0 ,rj .� � p � c� CN 4 u) Ln C) rqA S 2t z� o� v U o2 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT L %kitiNjill1 (- `1 ®. 70 D2 �I e� �b EOIF RICofl �°, • ° ° ���� NAL i9JIISA v N v a' drawing no. W10-18 sheet 1 of 11 II I1 II s Is II I lE F �I s Uj \ 'i� iii O F N M`- 1 11 I I U ,f] 0 s2 B 19 7 M yZ I� FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/5" OPTIONAL D.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH FIN FRAME V) ¢z S 1 /2" HEAD/SILL N 5 d T M N X E c If- V) J U W D D FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 110" BUCK WIDTH ,,- -,- I I, � 5" MAX. TYP. ST MTG. ILE IIIA 1 1 111A � I 32 7/8" 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 1.20 N ALUMINUM HORIZONTAL SLIDING WINDOW z DESIGN LOAD RATINGS FOR THESE WINDOWS TO DE AS PER C'j_ o CHARTS SHOWN ON SHEETS 2 & 3. Lo APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZCNTAL ROLLING 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 (65TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ui ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS i• ¢ 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 STEFL/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. ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami - e Product Control C) d 0 i Z n 0Zn H a IL o Ld ca W CL LL G cis � L O �j O N LL l - 902 C Z Q) W 01 t - N LO u rn � k"1 3c; L Y7 C) 0 0 ,rj .� � p � c� CN 4 u) Ln C) rqA S 2t z� o� v U o2 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT L %kitiNjill1 (- `1 ®. 70 D2 �I e� �b EOIF RICofl �°, • ° ° ���� NAL i9JIISA v N v a' drawing no. W10-18 sheet 1 of 11 II I1 II s Is II I lE F �I s 'i� iii •/ 1 11 I I !I III s2 B 19 I i I ` 11 i FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/5" OPTIONAL D.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH FIN FRAME V) ¢z S 1 /2" HEAD/SILL N 5 d T M N X E c If- V) J U W D D FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 110" BUCK WIDTH ,,- -,- I I, � 5" MAX. TYP. ST MTG. ILE IIIA 1 1 111A � I 32 7/8" 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 1.20 N ALUMINUM HORIZONTAL SLIDING WINDOW z DESIGN LOAD RATINGS FOR THESE WINDOWS TO DE AS PER C'j_ o CHARTS SHOWN ON SHEETS 2 & 3. Lo APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZCNTAL ROLLING 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 (65TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ui ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS i• ¢ 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 STEFL/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. ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami - e Product Control C) d 0 i Z n 0Zn H a IL o Ld ca W CL LL G cis � L O �j O N LL l - 902 C Z Q) W 01 t - N LO u rn � k"1 3c; L Y7 C) 0 0 ,rj .� � p � c� CN 4 u) Ln C) rqA S 2t z� o� v U o2 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT L %kitiNjill1 (- `1 ®. 70 D2 �I e� �b EOIF RICofl �°, • ° ° ���� NAL i9JIISA v N v a' drawing no. W10-18 sheet 1 of 11 TYPICAL ELEVATION GE 1 E FLANGE WIDTH o x MAX. 5" MAX. m z m ! 3, x m HEAD/SILL __ TYP. - g z ®r �n m z. Z Al MTG. STILE o w N <� io 10 5 __�. '�_'. U < a Q N o 6 N 0 OwN�`w'v "i & yN x W W II I II ``Lv DF LL II II II k 0 U y m E1 II F II II F '� > N 6 6 8 (] u7 ti ®COQ d O UI tq p ZJ N chow 11 II 1.W gyp, N Z �W 41/2" II II V" _Z C� S > wM¢2�<iIi II S9_ CnCri FALSE MUNTINS ADDL. ANCHOR REDD.PANELS (SURFACE APPLIED) 49 5/B AT CENTER OF ALL PANELS OPTIONAL FIXED OR OPERABLE O D.L. OPG. D.L. OPG. o O +�i .. ABOVE 30" PANEL WIDTHS p u WIDTHS 28" AT HEAD/SILL F VENT WIDTH VENT WIDTH s C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME I� NNM� 0 O n m z z u- 11o" � � 0 O BUCK WIDTH ti _ 0 � ti 5 1/2" 13 5/16" x U o a MAX. MAX. a to vU HEAD/SILL 5 -1MAX, HEAD/SILL Z O A2 MTG. STILE c 8 _ o w U VI CI C �8 E2 �1 U 8 N � 2 M > a o xl c xa jm1111186191oJ C--� PRODUCT REVISED j r as complying with the Florida Building Code FALSE MUNTINS NOA-No. 17.0998.09 ° (SURFACE APPLIED) 24 1/2" 49 5/8" e: �® O OPTIONAL D.L. OPG. D.L. OPG. Expiration Date 9/22/2020 � Cr �je drawing no. 28" By ®,,�� •.a®�..'� W10-18 VENT WIDTH FIN FRAME Miami-1334'a' iami-Da roduct Control iA,°,�VV sheet 1, 1 of 11 FLANGE WIDTH 6" MAX. 5" MAX. HEAD/SILL 'Iyp, A / C � MTG. STILE 5 I 1 I it II II E II F i II II .�� II II 6 w w \ a n � 0 Z If II II II II II it II II B D II Ili 19 5 5 II II � 1 I � FALSE MUNTINS \` / AODL. ANCHOR REOD (SURFACE APPLIED) 24 t/2" 49 5/8" AT CENTER OF ALL OPTIONAL D.L. OPG. D.L OPG. FIVIC XED OR III II F II II II II F II 6 II II 6 • It ! � I! II I. II II II I II II Iii B2 II II j 79 8 11 II OPERABLE ABOVE 30° PANEL 28" AT HEAD/SILL III II F II II II II F II 6 II II 6 • It ! � I! II I. II II II I II II Iii B2 II II j 79 8 11 II OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH Xz" TYP. 'XO OR OX' BUCK DIMS FLANGE FRAME 'ED. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XO O.R OX SIZES) FLANGE DIMS. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD, XTG. RAIL H.D. MTG. RAIL H,D, MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES 'A'&'AI', 'B'&'BI' 'a3' & '131' 'C' & `CI' FLANGE DIMS, BUCK DIMS. STD. MTG. RAIL H.D, MTG. RAIZ. GLASS TYPES GLASS TYPES 'A'&'AI', 'B'&`BI' `B' & 1131' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT,(-) EXT_(+) INT.(-) 26-1/2" 37" 53-1 /8" 74" 26" 25-1/2" 36" 52-1/3" 73' 25„ 65,0 65.0 80,0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80,0 90.0 26-1/2" 37" 53-1/8" 74" 383/8" 25-1/2" 36" 52-1/8" 73" 37-3/8" 65.0 65.0 80.0 90,0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/7" 37" 53-1 /8" 74" 50-5/8' 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65,0 65.0 8010 90-0 26-1/2" 37 53-i/8" 74" 63" 25-1/2" 36" 52-1/8" 73" 62„ 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 90,4 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH Xz" TYP. 'XO OR OX' BUCK DIMS FLANGE FRAME 'ED. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XO O.R OX SIZES) FLANGE DIMS. BUCK DIMS. STD, XTG. RAIL H.D. MTG. RAIL H,D, MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES 'A'&'AI', 'B'&'BI' 'a3' & '131' 'C' & `CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 3 INT.(-) EXT.(+) INT.(-) 55--3/4" 8-15/16` 83-1/2" 28" 54--3/4" 7-15/16" 82-1/2" 25" 65.0 65.0 80,0 1 90,0 65.0 65.0 65.0 65.0 80,0 90,0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16" 83-1/2" 38-3/8" 54-3/4' 7-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0. 90.0 65.0 65.0 65,0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16' 83-1/2•, 50-5/8" 154-3/4" 7-15/16" 82--1/2" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 8--15/16" 83-1/2" 63" 54-3/4" 7-15/16" 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH Y2" TYP. BUCK DIMS I EQUAL LEG FRAME 'XO OR OX' €1 irk nihP¢ j NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMIS&ON D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC--219 PRODUCT REVISED as complying with the Florida Building Code N OA -No. 17-0918.09 Expiration Date 09/2212020 By Miami -Dad roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG .FRAME i� 0 I 0 m zM I < foo: o v ®M Cf 0 > M a 0 C 0o ��LCC O WCL J aQ¢ �9 LU W 0 F- € N vi rn V c'no � C � rn � sn d ! L v cn � Um V) = C V Z o 9� Lo N Nj w $2 O 9 7 (D _a Eli (sheet 2 of 111 (1/3W), (2/3W) /. / i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH Y2" TYP. BUCK DIMS I EQUAL LEG FRAME 'XO OR OX' €1 irk nihP¢ j NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMIS&ON D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC--219 PRODUCT REVISED as complying with the Florida Building Code N OA -No. 17-0918.09 Expiration Date 09/2212020 By Miami -Dad roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG .FRAME i� 0 I 0 m zM I < foo: o v ®M Cf 0 > M a 0 C 0o ��LCC O WCL J aQ¢ �9 LU W 0 F- € N vi rn V c'no � C � rn � sn d ! L v cn � Um V) = C V Z o 9� Lo N Nj w $2 O 9 7 (D _a Eli (sheet 2 of 111 1 PRODUCT REVISED n as complying with the Florida 0 Building Code of Noa-No. 17-0918.09 y a 3 Expiration Cate 09/22/2020 ®_ a- z By Miami -Da roduct Control a I N o O 0 � o 0 W N v O F U a > M ®`0-M 0 ®IL0g If 0 2v N IAO N X N w 0 w g Z tn� 02 M ZP0a w w m D ISI U � rn 0 3I0 O O ( W N �� � Cn o C z 1n Z2 a rq n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH tl z 0 0 0 'XOX' XOX, N o �C-¢w C) O 72" TYP. BUCK DIMS Pz" TYP. BUCK DIMS BUCK DIMS 1/YI N N N Q r FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME _ z v I N U U FL4NGE DIMS _1 FLANGE DIMS _ a 0 0 P z z FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME'S m r Aytt9E lOigi'T O 'u°7!� >i LII Or- � M N 70592 NOTE: �m GLASS CAPACITIES ON THIS SHEET ARE �� O 64 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ti• 6R > drawing no. AND FLORIDA BUILDING COMMISSION '>,�, ° <®°'���� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �'�i Ad o� 11, 11100% sheet 2.10=fl (1/4W) (1 /2W DESIGN LOAD CAPACITY' (XOX SIZES) -PSF (f/3W) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES 'A'&'At', 'H'&'BI' 'B' & 'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EX"f.(+) EXF.(+) 74" 106-1/4" 111" 26" 73" 705-1 /4" 110" 25" 65.0 � 65.0 80.0 90.0 65.0 65,0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1 /4" 170" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-7/4" 171" 50-5/B" 73" 305-1/4" 710" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 tt 65.0 f 65.0 80.0 90.0 74" 706-1/4" 111" 63" 73" 105-3 /4" 770" 62" 65.0 65.0 80.0 90.D 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (1/4W) (1 /2W I � (1/3W) (1 /3W) (f/3W) FLANGE DIMS. I� i H.B. MTG. (1/4W) (1 /2W I DESIGN LOAD CAPACITY (XOX SIZES) -PSF FLANGE DIMS. BUCK DIMS. STD. MTG. RAII. H.B. MTG. RAIL H.➢. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES 'A'&`A1', 'H'&`81' 'B' & 'B1' 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXi.(+) INT.(-) EXF.(+) INT.(-) EXT.(+) INT.(-) 7¢^ 106-1/0." 111•• 26" 73" 105-1/4" 710' 25" 65.0 � 65.0 80.0 90.0 65.0 65.D 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90,0 65.0 65.0 7¢'• 106-1/4" 711" 38-3/8'" 73" 105-1 /4" 110" 37-3/8" 65.0 65.0 80.0 90.0 b5.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 7q'• 105-1/4" 171° 50-5/8" 73" 105-1/4" 110° 49-5/8" 85.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 � 65.0 - - - - 65,0 65.0 74" 106-1/4" 63" 73" 105-tf4" 62" 65.0 65.0 80.0 90.0 65,0 65.0 - - - - 65.0 55.0 65.0 65.0 (1/4W) (1 /2W I PRODUCT REVISED n as complying with the Florida Building Code o NOA-No. 17.0918.09 Z m Expiration Date 09/22/2020 Q F. 0 z By r n Miami-Da>d� roduct�Control IL N o ( 0 0 ` o U Q >N mmX D F LL ®� in ® > �0'm 0 Q IL C1 E O W �IJi n W (n a I O 'Qwmg O N v m V C M (1/3W)73,W) WG 3 0 v 0 o 0 (7/2W) (7/2W) O U) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' o o N n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z C Z w O o XO OR OX' N O 3 CD p O I i BUCK DIMS ia z Ui Q 6 N V, p Z ti a h p r O yQ S tJ'J N I 1 FIN FRAME �;o W o z z _ z FIN FRAME oo� o0 P O O o O J d0 W LL tl 2 ES EZ1 '1 ( ♦ `� i Ilb n 0 Ne. %G592 v a a NOTE: 'grz a L grz GLASS CAPACITIES ON THIS SHEET ARE �� w E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)Oi= �� drawing no. AND FLORIDA BUILDING COMMISSION ^ t/1%j �- STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sl � �ao�fA \\ sheet 3 of 11 DESIGN LOAD DESIGN LOAD (XO OR CAPACITY - P5F OX SIZES) BUCK BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES 'A'k'AI', 'B' & 'B1' GLA65 TYPES 'C' & '01' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+} INT.(-) EXT.(+) INT.(-) 54-3/4" 7-15/16' 82-1/2" 25^ 65.0 65.0 80-0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 7-75/16 82-7/2" 37-3/8" 65.0 65.0 80.0 BO.O 65.0 65.0 55.0 65.0 80.0 I 60.0 65.0 t 65.0 65.0 fi5.0 80.0 80.0 65.0 65.0 54-3/4" 7-15/16^ 82-7f2^-65.054-3/4"5.080.065.0715/16'62'-65.0 4@-5/e" 65.0 65.0 80.0 60.0 65.0 65.0 - - - 25-t/2" 36" 52-1/8" 73" 65.0 65,0 65.0 SOA 80.0 65.0 65.0 80.0 - 80.0 65.0 65.0 80.0 +-65 60.? 60.2 80.0 80.0 65.0 PRODUCT REVISED n as complying with the Florida Building Code o NOA-No. 17.0918.09 Z m Expiration Date 09/22/2020 Q F. 0 z By r n Miami-Da>d� roduct�Control IL N o ( 0 0 ` o U Q >N mmX D F LL ®� in ® > �0'm 0 Q IL C1 E O W �IJi n W (n a I O 'Qwmg O N v m V C M (1/3W)73,W) WG 3 0 v 0 o 0 (7/2W) (7/2W) O U) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' o o N n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z C Z w O o XO OR OX' N O 3 CD p O I i BUCK DIMS ia z Ui Q 6 N V, p Z ti a h p r O yQ S tJ'J N I 1 FIN FRAME �;o W o z z _ z FIN FRAME oo� o0 P O O o O J d0 W LL tl 2 ES EZ1 '1 ( ♦ `� i Ilb n 0 Ne. %G592 v a a NOTE: 'grz a L grz GLASS CAPACITIES ON THIS SHEET ARE �� w E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)Oi= �� drawing no. AND FLORIDA BUILDING COMMISSION ^ t/1%j �- STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sl � �ao�fA \\ sheet 3 of 11 DESIGN LOAD (XO OR CAPACITY - PSF OX SIZES) BUCK DIMS. STD. MTG. RAIL H.P. MTG. RAIL GLASS TYPES GLASS TYPES 'A'&'Ai', 'B' & 'HS' WlOTH HEIGHT EXT-(+) INT.(-) IXT.(+) INT.(-) 25-1/2" 36" 52-1f8" 73" 25, fi5.0 65.0 80.0 80.0 65.0 fi5.0 80.0 80.0 "05.0 65.0 80.0 80.D 65.0 65.0 80.0 80.0 25-t/2" 36" 52-t/8" 73" 37-3/8" 65.0 i 65.0 80.0 80.0 65.0 65.0 $6.0 80.0 65.0 65.0 $0.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73" 48_5/8^ 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-t/2" 36" 52-1/8" 73" 62„ 65,0 65.0 SOA 80.0 65.0 65.0 80.0 - 80.0 65.0 65.0 80.0 80.0 60.? 60.2 80.0 80.0 l9RODUCT REVISED o! as complying with the Florida Building Code o NOA-No. 17-0918.09 m j m Expiration Date 09/22/2020 0 z B s W 9!f 2Z N d Miami -Dad J roduct Control 0. + 6 ® wtlaj o yy N W W ® U lnh W IH ® O � M 0 ® IL 0 4 e N N O U. W cn ll W N _ O U. Lu Z M a m W F r� N U � � - M m i a 3 14 0 .n zk 0w g Q W N >1 N G8 O_ C O S N o LO ^ u° OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N M 1= O z C Z 'XOX, XOX' 0 0 n O M C7 C) g U O I BUCK DIMS G G w w x x w v, If) N 0 F F 0 v v z z FIN FRAME o0 FIN FRAME ° iv Oi o r C \1111119 dipi' / O 0 ES E21 \"y0 ® ii T n C F-71 ° 'IVa. 00'59'6 `- I NOTE: Y � a GLASS CAPACITIES ON THIS SHEET ARE c �a E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no. AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����® oi�Bgppp111v7v sheet3,lof 11 DESIGN LOAD CAPACITY -PSF (XOX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES BUCK DIMS. 'A'&'Ai', 'B' & `BI' WIDTH HEIGHT EXT.(+} INT.(-) DESIGN LOAD (XOX CAPACITY -PSF SIZES) (1/34N) I (1f3W) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAII. H.D. MTG. RAIL EXT.(+) INT.{-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1 /4" 110" 37-3/8" 65.0 fi5.0 80.0 80.0 65.D 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" t10" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 62" 65.0 65.0 SO.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 l9RODUCT REVISED o! as complying with the Florida Building Code o NOA-No. 17-0918.09 m j m Expiration Date 09/22/2020 0 z B s W 9!f 2Z N d Miami -Dad J roduct Control 0. + 6 ® wtlaj o yy N W W ® U lnh W IH ® O � M 0 ® IL 0 4 e N N O U. W cn ll W N _ O U. Lu Z M a m W F r� N U � � - M m i a 3 14 0 .n zk 0w g Q W N >1 N G8 O_ C O S N o LO ^ u° OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N M 1= O z C Z 'XOX, XOX' 0 0 n O M C7 C) g U O I BUCK DIMS G G w w x x w v, If) N 0 F F 0 v v z z FIN FRAME o0 FIN FRAME ° iv Oi o r C \1111119 dipi' / O 0 ES E21 \"y0 ® ii T n C F-71 ° 'IVa. 00'59'6 `- I NOTE: Y � a GLASS CAPACITIES ON THIS SHEET ARE c �a E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no. AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����® oi�Bgppp111v7v sheet3,lof 11 DESIGN LOAD CAPACITY -PSF (XOX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES BUCK DIMS. 'A'&'Ai', 'B' & `BI' WIDTH HEIGHT EXT.(+} INT.(-) DESIGN LOAD (XOX CAPACITY -PSF SIZES) (1/34N) I (1f3W) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAII. H.D. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES 'A'&'A3', 'H'&'Hk' 'B' & 'Bl' 'C' k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73` 105-1/4" 170^ 25" 65.0 65.0 80.0 B0.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 60.0 65.0 65.0 73" 105-1/4" 170" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 65.0 65.0 65.0 80.0 I 65.0 73" 105-1/4" 170" 49-5/8" 65.0 65.0 60.0 65.0 - - - *_6 65.0 - - - 65.073"065080.065.0 105-1/4"62"- 170" 65.0 - - - - 65.0 65.0 l9RODUCT REVISED o! as complying with the Florida Building Code o NOA-No. 17-0918.09 m j m Expiration Date 09/22/2020 0 z B s W 9!f 2Z N d Miami -Dad J roduct Control 0. + 6 ® wtlaj o yy N W W ® U lnh W IH ® O � M 0 ® IL 0 4 e N N O U. W cn ll W N _ O U. Lu Z M a m W F r� N U � � - M m i a 3 14 0 .n zk 0w g Q W N >1 N G8 O_ C O S N o LO ^ u° OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N M 1= O z C Z 'XOX, XOX' 0 0 n O M C7 C) g U O I BUCK DIMS G G w w x x w v, If) N 0 F F 0 v v z z FIN FRAME o0 FIN FRAME ° iv Oi o r C \1111119 dipi' / O 0 ES E21 \"y0 ® ii T n C F-71 ° 'IVa. 00'59'6 `- I NOTE: Y � a GLASS CAPACITIES ON THIS SHEET ARE c �a E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no. AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����® oi�Bgppp111v7v sheet3,lof 11 DESIGN LOAD CAPACITY -PSF (XOX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES BUCK DIMS. 'A'&'Ai', 'B' & `BI' WIDTH HEIGHT EXT.(+} INT.(-) I V li (1/3W) (1/34N) I (1f3W) I I V li 1/8" ANN, GLASS 1/8" HEAT STREN'D GLASS PRODUCT REVISED .075" Intertayer .075" Interloyer as complying with the Florida Saflex CP With PET Core Saflex CP With PET Core Building Code By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' NOA—No. 17-0918.09 OR OR Expiration Date 09122/2020 .090" Interlayer .094" Interloyer 1/8" HEAT STREN'D GLASS Saflex Clea; And Color Glass Saflex Clear And Color Gloss B By 'Eastman Chemico€ Co.' By 'Ecstman Chemicoi Co_' v OR OR .075" Interloyer Miami— a roduct Control .090" Interlayer 090" Interloyer Saflex CP With PET Core SentryGlas SentryGlas By 'Eastman Chemical CO.' By 'Kuraray America, Inc.' Ry R 'Kuraray America, Inc.' OR R O 090" Interlayer .090" Interlcyer 090" Interlayer SentryGlas Trasifol PVB Trasifol PVB By 'Kuraray America, Inc.' B*WIDER 'Kuraray America, Inc.' By 'Kura ray America, Inc.' " ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS EL Ld ti SILICONE 1 SILICONE SILICONE m ! ar GE 1200 cinDOW1 CORNING 899 DOWGE I CORNING 899-DQW CORNING 899 co DOW CORNING S95 Mi DOW CORNING 995 M1 DOW CORNING 995 OW E8 ES E POINTS ON LITES ��{ MAT 1/4 POINTS ON LITESAT 1/4 PGINT5 ON LITES WHAN 36" WIDER THAN 36' W WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE "C' 5/16" NOMINAL LANE. GLASS 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 1/13" ANN. GLASS 1/8" HEAT STREN'D GLASS ,075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Ce.' OR OR .090" Interlayer 090" Interlayer1/8" HEAT STREN'D GLASS Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR C75" Interlayer 1/4` AER SPACE .090" Interlayer 1/4" AIR SPACE 090" Interlayer 1/4" AIR SPACES Saflex CP With PET Care / SentryGlas SentryGlas By 'Eastman Chemical Co.' By Kuraray America, Inc.' By 'Kuraroy America, Inc,' OR 1/8" ANN. GLASS OR OR .090" interlayer ,090" fnterloyer 1/8" HEAT STREN'D GLASS .090" Interlayer 1/8" HEAT STREN'D GLASS SentryGlas Trasifol PVP Trasifol PVB By 'Kuraray America, Inc.' By 'Kurcray Arnerica, Inc.' By 'Kuraray America, Inc.' F-1/8" ANN. GLASS 1 r-1/8" HEAT STREN'D GLASS f--1/8" HEAT STREN'D GLASS ! 1 SILICONE 1 SILICONE- Uj GE 1200 m GE 1200 Z DOW CORNING 899 DOW CORNING 995 V) DOW CORNING 899 DOW CORNING 995 g N i .. M1 i \ I I.1 XL EDGE SPACER �:I XL EDGE SPACER li I'• h ST. STEEL BY 'CARDINAL' ! ![ !! ST. STEEL BY 'CARDINAL' OR OR DURASEAL BY 'QUANEX' fz DURASEAL BY 'QUANEX' a O OR OR x E9 SUPER SPACER BY 'QUANEX W E9 SUPER SPACER BY 'QUANEX' 74 M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'At GLASS TYPE 'Bt' 0,70" OVERALL INSUL. LAM, GLASS 0.70" OVERALL INSUL. LAM. GLASS (S.M,T. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl* MUST BE TEMPEREC. SILICONE GE 1200 DOW CORNING 899 T DOW CORNING 996 XL EDGE SPACER ST, STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 0.70" OVERALL INSUL. LAM. GLASS J�o m F t'C Q LUN a CL 0 � N Q 0 N U 0;N C h- U. 0 0 U) Ld ri 0. 55 o azH Wu - o w0 r N U m � C � rn n a aLd - LL o C LO f� Lo Z o a M o a b N 74592 l r o ax drawing n©. W10-18 �e /s//e ®1 �II <<°\� sheet 4 of 11 TYPICAL ANCHORS SEE ELEV. ley FOR SPACING WOOD BUCK ' d d EDGE' DIST, 2 P, f _ C E W II II �I � W i qi a! W2 W1 W3 EDGE jbisT. r I a \ TYPICAL ANCHORS v 1 BY SEE ELEV. WOOD BUCK FOR SPACING M ETA FLANGE & FLANGE ADAPTOR FRAME 2 3/8" MIN. "\' ! 2-3; 8" MIN. s ` WHEN USED THE WN. WOOD BUCK DEPTH SHALL BE 2%-. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-0918.09 Expiration Date 09/22/2020 w � 13y Miarni-1] a Product Control TYPICAL ANCHORS SEE ELEV. FOR SPACING f �^-"" — _— _--- -------Ii I MIAMI—DADE COUNTY APPROVED II j I MULLION & MULLION ANCHORS I j I� SEE SEPARATE NOA �I 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. ULTRACON B CO' (Fu=1777 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY 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 BLCCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J14 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 M1N.) (STEEL IN CONTACT WITH ALUMINUM TO 3E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = O} 55 MIN. CONCRETE AT HEAD, SILL OR JAMBS VC = 3000 PSI MIN. WEEPHOLES: C -9G HOLLOW/FILLED BLOCK AT JAMBS f1m = 2004 PSI MIN. W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3---1/8" FROM EACH END 70 92 n E OF q" AL5l�NO U I 0 Z °ti° i 0Z ��•Q �°` LEL' I N � U X) o 50r� o 0 ^r V °'M 0� 0 WE zpto N gg ur U. U. W O 0 COQ .a 44 EMM9 � ` N c I ca � E J•.. I(] z 0 L1 N © w rY -0 0 LnnV) c� N iro to O M z ZLL_ C) r0� U w oo�o i1 N � 4 r m a � V LI -1 L L_ __C no. W10-18 sheet 5 of 11 1/4" MAX SHIMS TYPICAL ANCHORS SEE ELEV. — FOR SPACING 3" MAX. SHIM O —SCREENS OPTIONALI �..- 1BY WOOD BUCKS O XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION WIDTH O EXTERIOR -TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV, FOR SPACING BUCK WIDTH (�t J 1 TYPICAL ANCHORS 1 O \.J SEE ELEV. FOR SPACING 1� METAL STRUCTURE - -I— SCREENS OPTIONAL I - — U EXTERIOR XO LAYOUT D.L. OPG. OALTERNATE FLANGE & FLANGE ADAPTOR FRAME M O 1/4" MAX. o SHIMS z FLANGE ADAPTOR FRAME 0z m N a' Z N d 1/2" TYP. _ d I m o O O a p N L' N M in F 1 1/2 0 O ® O IOPr M 1- wo� �o> o s a OE 2P WOOD B K ® N N O NO W000 SiRUCTUR XZ r N WO U b Z N = O 23 20 1 O c1 (5 N IM, r 23 O V1 01 O i U m s _ � 3 O O o O w .,..��.. ,.00K N a TO c O LOCK C O = V o 0 3 N M m O M J z C z � 1/4" MAX. SHIMS v a TYPICAL ANCHORS SEE ELEV. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida BY Building Code OOD BUCKS NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad oduct Control \\ �`\��".�� � �• � ��l�z i ry ! it s I f M 70 2 r a U 1y O E �9 drawing no. /''����satooiit��� e-18 I,sheei 6 of 111 TYPICAL ANCHORS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. m FOR SPACING o °o 3 11I TYPICAL ANCHORS EQUAL LEG FRAME -------------------- �r------------------- 1� jI MIAMI-DADE COUNTY APPROVED l MULLION & MULLION ANCHORS I JNDGE �j SEE SEPARATE NOA EDGE _ _ -4 TYPICAL DIST. 1, IL 'I_L71 TYPICAL ANCHORS TYPICAL ANCHORS _SEE ELEV. SEE EFOR SPACING FOR SPACING ING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. n 2-3 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 I I I I I J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 / BY - i Miami-Dage�hhroduct Control MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH � N � U � a 3 0 0 0 o 00 u D' x N LL o C t3 = N o C) O " E cz� C) " n COp¢ J 85 c) —:2 ,d y 1111111 IdIM9 /'Y/ O I I ` ��°°• 1.1GEIN Y .. ® ti m II I � � N e 1 \ < • i O .. 0092 TYPICAL ANCHORS I SEE ELEV. YEOG drawing no. 8 ( FOR SPACING®eit bRlyDp• \�� W'� 0-18 al a d e J EQUAL LEG FRAME -------------------- �r------------------- 1� jI MIAMI-DADE COUNTY APPROVED l MULLION & MULLION ANCHORS I JNDGE �j SEE SEPARATE NOA EDGE _ _ -4 TYPICAL DIST. 1, IL 'I_L71 TYPICAL ANCHORS TYPICAL ANCHORS _SEE ELEV. SEE EFOR SPACING FOR SPACING ING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. n 2-3 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 I I I I I J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 / BY - i Miami-Dage�hhroduct Control MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH � N � U � a 3 0 0 0 o 00 u D' x N LL o C t3 = N o C) O " E cz� C) " n COp¢ J 85 c) —:2 ,d y 1111111 IdIM9 /'Y/ O I I ` ��°°• 1.1GEIN Y .. ® ti m II I � � N e 1 \ < • i O .. 0092 TYPICAL ANCHORS I SEE ELEV. YEOG drawing no. 8 ( FOR SPACING®eit bRlyDp• \�� W'� 0-18 ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS SEE EXT. OR %T. FINISHES FOR SPACING NOT BY CGI z M X Ell 1 1/2" a v HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOT BY CGI $ SMS (Fu = 74 KSI MIN.) AZ 2 INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BACKBED E3N I CAULKING i E7 I I� II I:I iI iI I II II I 1 IIO �l it I I Ij li 411 fl jl WOOD STRUCTURE 1/4" MAX. BUCK ` Q NOT BY CGI CAP o 1/2" MIN. O Ili Il ll U W o,l m W W2 W1 Ett B2 � BACKBED CAULKING HOUSE WRAP---- t---7 (�— NOT BY CGI 1 1/2" ELEV. SPACING HOUSE WRAP NOT BY CGI 01911 EXTERIOR FIN FRAME M 1 0 z ®Z o N 4 PRODUCT REVISED as complying with the Florida 2 N al Building Code a `i N NOA-No. 17-0918.09 A� 0 o a V 00 V W N Expiration Date 09/22/2020 IL By ®m� Miami fla roduct Control (' 7 a X R M" o ®ILao0 Ir0 N U O Cq LU a i1a z'N� m Z M rw- 1/4" MAX. GAP 1/2" MIN. CAULKING ? N 3 N z O al O W Ld H n O Cn z C 62ND H O " U � � 0 E3 oa m n` u ® O B T€CP °�e� drawing no. W 10- 18 J��7��alor�it�et��°, \ sheet 8 of 11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0915.09 Expiration Date 09/22/2020 By /�-- Miami -Dade duct Control 7Q' 2 S EO�F °�1q> n O o i J 2 - o U PART /{ QUANTITY DESCRIPTIONMATERIALMANF./SUPPLIER/REMARKS ECGI-100FRAME JAMB ®FIXED GL45S 6C63 -T6 CGI EXTRUDERE2CGI-173 -FRAME SILL 6063-ToCGI EXTRUO£RE3 Z m m ® w 2 N Q C U ® O N ` 0 >N Q F 0>M � 0 10it0 ® a o o ti N O m N Z N LL O 02 T -i C7 6 �w01 CGI -102 -FRAME HEAD 6063-76 CGI EXTRUDERE4CGI-103 -MEETINGRAIL 6063-76 CGI EXTRUDERES CGI -104 -LOCK RAIL 6063-76 CGI EXTRUDERE6 CGI -705 -HANDLE RAIL 6063-T6 CGI EXTRUDERE7CGI-106-SASHRAfL6063-T6CGIEXTRUDERESCGI-107-5/16"GLAZING@EAD6063-T5CGIEXTRUDER E9CGI-108-0.700"GLAZWGBEAD5063-T5CGIEXTRUpER E10GI-109-FRONTFL4NGEADAPTOR6063-T6IEXTRUDER E71CGI-110-NAILFINADAPTOR6063-T6CGIEXTRUDERE72CGI-135-TFFRAMEJAMB®FlXEDGLASS6063-T6CGIEXTRUDERE73CGI-136-TFFRAMEHEAD6063-T6CGIEXTRUDERE14CGI-139-TFFRAMEJAMB6063-T6CGIEXTRUDERE15CGI-1401"MUNTIN6063-T5IEXTRUDERE76CGI-141-2.5"MUWON6063-T6CGIEXTRUDER E17CGI-605-SCREENFRAME6063-T5CGIEXTRUDER E18CGI-1t4SILLSNAPIN60fi3-T6CGIEXTRUDER 13- Z O N mO W C)0)inNop'CI Co p C7 p ¢C) E19CGI-115SILLFlLL£R6063-76CGIEXTRUDER E20CGI-116FRAMEJAMB6063-76CGIEXTRUDER E21CGI-117HDLOCKRAIL6063-T6CGEXTRUDER E22 CGI -138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR &083-T6 CGI EXTRUDER M1 CGI -382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL} PVC - M3 CGI -112 3" � ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80f5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - M10 CGI -128 2PER SASH ROLLER HOUSING NYLON - M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFA@ OR EQUIV. C 0- i?�I d OlJ\`.�C�e���� C O 0 0 G 0 M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI -137 2PER SASH HANDLE RAIL END CA.c NYLON M&M M14 397-N 1 PER SASH I ANTILIFT BLOCK NYLON M&M MI5 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI -134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 7 PER W0. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CGI -tit ®FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI -PLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER # 10 X 1 t/4" LG. PHL PH. SMS ST/ST. ASSEMBLY SCREW - - S3 - 7 1/$ EMBED, {j 8 X 1 t/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW - - 7 U_e r moi.8n 54 - 4 PER WD. # 8 X t/Z" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 7" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 6 X 4/2" LG. FH. SMS. ®CGI -133 &CAM LOCK - - S8 - 4 ®M. RAIL � 10 X 4" LG. PHIL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL --- 59 - 2PER ANTILIFT � 70 X 5/8" LG. PHIL, drawing no. sheet 9 of 11ITEM PH. SMS. ST/ST. ANTIUFT SCREW - - T1.015 2.107rT0Y6P5 2.646 OE13 FLANGE �2.440---1 1.301 1.015 FRAME HEAD 1.607 2.34fi E3 FLUSH 2.440 1.307-- 06 NP. 1.155 I 1.015 !�- FRAME HEAD 2.113 1. 120 1yp 1.368 .745. E4 MEETING RAIL 1.007 .490 .120 ��.065 �- t .70� s 050 NP. .70) 5 .050 NP. 1.550 1.680 ,864 r} I �I .864 k- .050 EB 5/16" GLAZING BEAD E9 .700" GLAZING BEAD 1.395 t�1.449-�I E17 NAIL FIN ADAPTER �1.3s5� .180 8 YI R293 7,496 .050 .065 ii .060 J �I� 1.413 2.264 b M3 FLUSH FRAME COVER M2 SCREW COVER 1.255 � 080 NP..065 Et9 SILL FILLER 1,450-1 -r 0 .050 r E23 FLANGE ADAPTOR ! z ® z M H 2 h C w N M N x p LL � 0 = w h O Z M o d d 11 11 ®� �1 tL d y y O �y W W Z o o. O U 4.430 3.685 E22 FLANGE 1.015 1.lao-�I N,". 2.885 -2.440 FRAME SILL 3.930 3.185 E2 FLUSH 1.075 L-- 1.74o-�i .065 TYR 2.885 L2.440-.553 FRAME SILL 1.788-=+ '065 015 LC43 E5 LOCK RAIL z20 f k- O v 3 Z o s ¢ w w ,�„ N U vi (f L M d w �- C O �N o N N{ e r p o U O 6 w U `- �L788 2.310 1.oI t 5i01'6P 2.737-2.737 -_, 1.043 F21 ALT. LOCK RAIL O .065 �- .065 NP. � 1.892 2.505 2.613 2.505 2.613 Li x w x r" wI i s --85 I 9 Y PRODUCT REVISED as BuilthgICdeWtth the Florida NOA-No. 17-0918.09 Expiration Dat /22/2020 , By F ' Miami -Dad roduct Control 1111171 P1 i91 ♦�\`���® / >s7 2i i _o a O. 592 I y o U= o o c Q a o w Q V o ma'o LL z U U 0 0 0 ols 1.000 r�.991 3.237 E74 FLANGE FRAME JAMB (MOVING) ��I .50091 2.737 Ego FLUSH FRAME JAMB (MOVING) 1.043 Es HANDLE RAIL O 811 2.505 065 . P. 1.015 -�{ 811 2.505 .0 65 NP. 1.015 1.025 1 1.395 .745 N n 0o f I.Goo 1.745 612 FLANGE FRAME JAMB (FIXED) .5 100.245 8FLUSH FRAME JAMB (FIXED) 1.015 Ifo- E7 SASH RAIL ®'•. 5 7E 019 ��< r °j/®.1Jide11�� v` u drawing no. sheet jp of 71 "132PRODUCT REVISED o as complying with the Florida Building Code o / NOA-No. 17-0918.09 m 3 Expiration Date 09/22/2020 ® zIN M R a Ir / By / - __.�. Q g tmv a _ /% S2 Miami- able roduct Control o 0 vy� � I ®acp�°�i 03 ® N h 0 m G ' Q �ZLL LL Z N e m Z M 2 w I Qwm�� FRAME TOP CORNER c rn , 3 'n 3 N L N VENT TOPL070M CORNERS 52 0 �i oM { z C 0 n w z �z—j o � i VI N VI N yU V V V O O O O I Z 2 z Z C O P N 0 Q X 0 0 O O O O G `�y4 E77 dl ppl' O FRAME BOTTOM CORNER ���j\��,•\-'��,���i� m `H ti � • �O��N�� � � N ry ® a O \ -� j O ®�® S OF =°�@2g drawing no. .i FIXED MTG. RAIL CORNER J,/����spiALl��\� Sheet 11 of 11