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EL-13-2441Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205482 Scheduled Inspection Date: January 09, 2014 Inspector: Devaney, Michael Owner: DULL, JOSHUA AND LANI CAPOTE Job Address: 1040 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: MOODY ELECTRIC INC comments SERVICE UPGRADE Permit Number: EL -10 -13 -2441 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060143540 INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Phone: (305)758 -2000 January 08, 2014 For Inspections please call: (305)762 -4949 Page 17 of 23 M MIAMt-DADE COUNTY, FLORIDA_ ° rL11�Ii:` ' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY ' 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AM CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 i NO 10E' OF ACCEPTANCE (NOA) www.mismidadgMv /sere/ CGI Windows & Doors 10100 N.W. 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 PERA 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 duality 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. PERA 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 Slitting Window - L.M.L APPROVAL DOCUMENT: Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.) ", sheets I through I I of 11, dated 03/29/2010, with the latest revision "B ", dated I0 /10/11, prepared by Al- Farooq Corporation, signed, sealed and dated 1/13/2012 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 atsthe°mquest of�the Building Official This NOA revises NOA No. 10-0510.12 and consists of this page 1, evidence pages E-1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1031.04 CUU41MUNNERUI n Est Expiration Date: September 22, 2015 Approval Date: January 12, 2012 1 12 page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (,Submitied:u4(ter previous NOS No - 1070510.12) 2. Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al- Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No. BTL-0080-0102 -10, dated 06 /04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC - -2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-05.10.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-- 0624.02 issued to E.L DuPont DeNernours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0325.05 issued to Solutia Inc. for their "Sa£lex and Vaneeva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expirn on 12111/2013. r Jaime D. Gawp , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -1 CGI Windows & Doors ,17— NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBG2010, dated October 00,.2011, signed and sealed by Javad Ahmad, P. E 2. Statement letter of conformance, no financial interest and compliance with ' the FBC -2007, dated May 05, 2010, signed -and sealed by Javad Ahmad, P. E. (Submitted wader previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. l-ITL-0080- 0102 -10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510. 12) 4. Proposal No. 09 -0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10 -0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.V% approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 a® MIAMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.wWycra/ CGI Windows & Doors 10100 NW 2e. 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 PERA - 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. PERA 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 "110 Sentinel" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series 110 Sentinel Alum S.H. Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of-the Building Official: This NOA revises NOA # 10- 0510.11 and consists of this page I and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. cotnvnr NOA No. 114115.08 .. Expiration Date: September 22, 2015 If Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufaeturer's die drawings and sections. 2. Drawing No W10-03, titled "Series 110 Sentinel Alum S.H. Wdw (S.M.I.) (L.M.I.) ", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10_ , prepared by Al Parooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 series "Sentinel" single hung windows, 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 previous NOA# 10- 4510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC -2010, prepared by Al— Farooq Corporation, dated 04/26 /10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). 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. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08- 1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. Manue Pe E. Product Control am er NOA No. l 5.08 Expiration Date. September 22, 2015 Approval Date: January 12, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010 and of no financial interest dated 10 /04/11, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTIr0080-0101 -10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 — 0510.14) 3. Proposal No. 09 -0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 — 051031) G. OTHERS 1. Notice of Acceptance No. 10-0510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window -- Lid.l. approved on 09/22/10 and expiring on 09/22/15. I I "rij P'. 4 a9 1�,9; L. Manuel Pe .E. Product Control finer NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 MUM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street . - .. Miami, FL 33172 MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /eronomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the' applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.IJ S.M.I.) ", sheets I through 16 of 16 including 9A and 11A, dated 05/20/10 with revision "F" dated 12/04/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. Confidential 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 -p.. , j _,. , . , distributors and shall be available for inspection at the job site at the � uest of the Building Official. This NOA revises NOA No. 12-0119.04 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MiAM1•DAD Cout�rY NOA No. 12 -0821.16 APPROVED I r.s Expiration Date: September 22, 2015 !� Approval Date: December 20, 2012 IZ` ",17,- Page 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing'No. W10 -31, titled "Series 150 Sentinel Alum. Sliding Grass i)oor (L.M.I./ S.M.I.) ", sheets 1 through 16 of 16 including 9A and 11A, dated 05/20/10 with revision "F" dated 12/04/12, 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 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, Type "C" sliding door, Grade 10, per ASTM F 842AM and per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of Alum. SGD prepared by Architectural Testing, Inc., Test Report No. ATI- 00733.03- 450 -18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of Alum. SGD prepared by Hurricane Test Laboratory, LLC, Test Report No. HTIr0080- 1208-090, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 08/20/12, prepared by Al Farooq Corporation, signed, sealed and dated 12/05/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). C: Dc Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 12 -0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 E -1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 11- 1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16 3. Notice of Acceptance No. 11- 1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC- 2010, issued by Al- Farooq Corporation, dated 08/20/12, signed and sealed by Javad Ahmad, P. E. 2. Proposal No. 11 -1225 issued by Product Control, dated 11/2/11, signed by Ishaq Chanda, P. E. 3. Laboratory compliance letter for Test Report No. ATI- 00733.03- 450 -18, issued by Architectural Testing, Inc., dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 4. Proposal No. 09 -1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10- 0510.1 S) 5. Laboratory compliance letter for Test Report No. HTL -0080- 1208-090, issued by Hurricane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) G. OTHERS 1. Notice of Acceptance No. 12 -0119.04, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I.", approved on 03/22/12 and expiring on 09/22/15. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 E -2 P C 1I1" FLANGE V 6" 10" MAX. 26 5/8" g MAX. _ HEAD /SILL m w HEJ 5" z °v i/ m N 110" 26 5/8" 10" MAX. MAX. MTG. STILES HEAD /SILL 5 ". II Ir F II F , C o - - -- R M �T M IL p I II w C� ono it II �� B 1 11 11 I I II �� O i/ m N 110" 26 5/8" 10" MAX. MAX. MTG. STILES HEAD /SILL 5 ". FALSE MUNTINS� FALSE MUNTINS (SURFACE APPLIED) 32 7j8" 32 7/8" VA)M- ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" OONAL D.L. OPG. D.L. OPG. CENTER OF UTES & MTG. STILES OPTIONAL D.I.. OPG. D.L. OPG. AT HEAD /SILL 36 3/8" SEE NOTE ( *) ON SHEET 2 36 3/8" VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ,I in" FIN FRAME a 8 SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 11115 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. y� m Z P 2 0 eta O0 OaL Uo i O o $ 0 t0 M ADDL. ANCHORS c AT CENTER OF UTES & MTG. STILES &2 o t5 M AT HEAD /SILL SEE NOTE (+) ON SHEET 2 p ^ N � p�M rn u� ZL 0 3o PR0DUC f RCVjSpD pt 9 With (110 madd0l *�sep8a Iva ! I -IO ?.0 c s Date o N 0 t d� Pmduct Coslli o mod a � LAMINATED GLASS INSULATING LAM. GLASS ° $ SMALL MISSILE . ,IMPACT o Engr. JAVAD u r QUIP 1 i 111s' 3792 o C A N. 3538 drawing no. SAN S 012 W10 -18 sheet 1 of 11 II n u o J I II II it II �� B 1 11 11 I I FALSE MUNTINS� FALSE MUNTINS (SURFACE APPLIED) 32 7j8" 32 7/8" VA)M- ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" OONAL D.L. OPG. D.L. OPG. CENTER OF UTES & MTG. STILES OPTIONAL D.I.. OPG. D.L. OPG. AT HEAD /SILL 36 3/8" SEE NOTE ( *) ON SHEET 2 36 3/8" VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ,I in" FIN FRAME a 8 SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 11115 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. y� m Z P 2 0 eta O0 OaL Uo i O o $ 0 t0 M ADDL. ANCHORS c AT CENTER OF UTES & MTG. STILES &2 o t5 M AT HEAD /SILL SEE NOTE (+) ON SHEET 2 p ^ N � p�M rn u� ZL 0 3o PR0DUC f RCVjSpD pt 9 With (110 madd0l *�sep8a Iva ! I -IO ?.0 c s Date o N 0 t d� Pmduct Coslli o mod a � LAMINATED GLASS INSULATING LAM. GLASS ° $ SMALL MISSILE . ,IMPACT o Engr. JAVAD u r QUIP 1 i 111s' 3792 o C A N. 3538 drawing no. SAN S 012 W10 -18 sheet 1 of 11 It] DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &'A1' GLASS TYPES `B' &'81' WIDTH HEIGHT WIDTH HEIGHT - EXT.( +) INT.( -) EXL( +) INT.( -) 26 -1/2° 37" 53 -1/8" 74" 26" 25 -1/2" 36" 52 --1/8" 73" 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 65.0 65.0 80.0 90.0 26 -1/2" 37" 53 -1%8b 74" " 25 -1/2" M. 52-1/8- 73" 7.= 3/ :, " 65.0 65.0 80.0 90.0 65.0,., 68.0 65.0, 65.0 80.0. 80.0 90.0 65.0 65.0 80.0 90.0 26 -1/2° S-70 53 ==1 /8" 74 " - -. - 25 -1/2" 3 36" 52 -118" 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 B5.o _65.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 63" 25 -1/2" 36" 52 -1/8" 73" 82" 65.0 65.0 no 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 74.3 74.3 74" 63" 73" 1 62" - - 80.0 i DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &'Ai' GLASS TYPES 'B' &4111' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74° 106 -1/4° ill" 26° 73" 105 -1/4° 1 110" 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" �. 0° _. 37 -3/8' _ .:.. N., ... 65.0 85.0 80.0 90.0 85.0 65.0 80.0 90.0 _. , 65.0 .. 85.0 .. :.8D.0.. ,.. . 90.9 74"- 106 -1/4° Ill* _ 50 73" 73" 105 -1/4" 110" 49 -5/8" 65.0 650 80.0 90.0 65.0_ -6-5-.0-) 80.0 90.0 65.6 65.0 80.0 90.0 74" 106 -1/4 °. 111" _ 63" _ 73" 105 -1/4" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 78.2 78.2 60.0 60.0 76.4 76.4 r -1/4" 11" 63" 105 -1/4" 110° 62° - - 80.0 90.0 - - 80.0 90.0 *ADDL. ANCHORS REQUIRED AT CENTER OF UTES AND MTG. STILE ENDS. (1/2W) (1 /2W) K �� tl X ksl i� Lev 1T /� ')'"i�'T -1" - i _ - - OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XU OR OX' 'XOX` TYP. BUCK DIMS Ys° TYP. BUCK DIMS F w an_ I FLANGE FRAME .EQUAL LEG FRAME MM. RAIL' H.D. MTG. RAIL - F MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 -- -90.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. (1/34Y} (1 /3W) GLASS TYPES 'B' &'Bl' WIDTH HEIGHT WIDTH HEIGHT OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XU OR OX' 'XOX` TYP. BUCK DIMS Ys° TYP. BUCK DIMS F w an_ I FLANGE FRAME .EQUAL LEG FRAME MM. RAIL' H.D. MTG. RAIL - F MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 -- -90.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. GUS TYPES 'A' &'Al' GLASS TYPES 'B' &'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74° 106 -1/4" 111" 26" 73" 105 -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" 38 -3/8" 73" 105 -1/4" 37 -3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0, 65.0,_. . 8Q.9,_ 90.0,> 74" 50 -5/8" 73" 49 -5/8" 65.0 1 65.0 80.0 90.0 74° 1 83" 73" 62" 65.0 65.0 80.0 90.0 (1/4W) (1/2W) (1 /4W) � a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' a O_ Z n 3 C CO o 0 w Ur` w� gda 0°��� iA N It) oO 304 , Z 3t c� 3 p PRODUC r REVISED BUCK DIMS as complying with the Florkla isaliling Code Acceptance No I' 03 .oy o- W W EKI tl Dote FLANGE ADAPTOR FRAME ol bade rrvk1kt Control m Z Z FLANGE DIMS U o c v . . E C Q m FLANGE..ADAPT0.. ,�YR-ANE EQUAL LEG FRAME Ee ' ' ' �I: JAVAO AHMAQ :FLA ti!(�17 902 C�N. 538 m NOTE: S a Li GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) drawing no. AN DEDLARA OI Y STATEMENT DCA05 - DEC -219 4N W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. GLASS TYPES 'A' &'A1' GLASS TYPE'S 'B' &'B1' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 25-1/2" 36" 52"1/8" 73" 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 65.0 65.0 80.0 80.0 25 -1/2" 38" a 73" n 65.0 65.0 80.0 80.0 65.0 85.0 80.0 0.0 8., 65.0. 65.0 80.0. : .0 6510 65.0 80.0 80.0 25 -1/2" 36" 52 -1 /8n 73" 49 -5/8" 654 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 25 -1/2" 36" 52 -1/8" 73" 62" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 85.0 65,0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) �i OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' MTG. RAIL: F MAX. LOAD TO *65.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GLASS TYPES 'A' &`Al' GLASS TYPES 'B'&`Bl' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 73" 105 -1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 85.0 801,0 80.0 65.0 65.0 80.0 80.0 73" n 105-1/4- / 110 " 37 -3 8 / 65.0 65,0 80.0 80.0 65.0 85.0 80.0 80.0 <:.¢5.0�. • -65.0,;-,- 80.0-- 89.0 73" 105 -1/4" 110" 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 E105-1 " 62" 65.0 60.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) BUCK DIMS. GLASS TYPES `A' &'Al' (1 /3W) (1 /3W) J % % EXT.( +) INT.( -) 73" 105 --1/4" 110" 25" 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME RAIL: MAX. LOAD TO *80.0 PSF !.Qm, DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GLASS TYPES `A' &'Al' GLASS TYPES 'B' &'Bl' WIDTH HEIGHT EXT.( +) INT.( -) 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" ae : $. ;; 65.0 65.0 80.0 80.0 65,0 65.0 80.0 80.0 <:.¢5.0�. • -65.0,;-,- 80.0-- , 73" 49 -5/8" 65.0 65.0 80.0 80.0 73" 1 62" 65.0 65.0 1 80.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ,0. PRODUC t REVISED Ps complying with the lFlori& hwonS Code Acceptance No i l ( 031 • a,q ExPiBlz+te ZoI�' 'n& PjUbd Control 4" s�/ I 0 P 0 cq QIL -gp 01 ► U � O CA va 0 C tlC a 0 a a W 3 LL {L Z IA .- a w� oNi N n Ow 0N� M ZzLL' o •. 0 z z z FIN FRAME E 'AH n CMI" . j ,F1A 'OE+' #' 70,592 .- CAN. 3538 NOTE: 1 r ; GLASS CAPACITIES ON THIS SHEET ARE _ BASED ON ASTM E1300 --04 (3 SEC. GUSTS) t drawing no. AND FLORIDA BUILDING COMMISSION �N �. �- W10 -18 DECLARATORY STATEMENT DCA05- DEC --219 sheet 3 of 11 (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ,0. PRODUC t REVISED Ps complying with the lFlori& hwonS Code Acceptance No i l ( 031 • a,q ExPiBlz+te ZoI�' 'n& PjUbd Control 4" s�/ I 0 P 0 cq QIL -gp 01 ► U � O CA va 0 C tlC a 0 a a W 3 LL {L Z IA .- a w� oNi N n Ow 0N� M ZzLL' o •. 0 z z z FIN FRAME E 'AH n CMI" . j ,F1A 'OE+' #' 70,592 .- CAN. 3538 NOTE: 1 r ; GLASS CAPACITIES ON THIS SHEET ARE _ BASED ON ASTM E1300 --04 (3 SEC. GUSTS) t drawing no. AND FLORIDA BUILDING COMMISSION �N �. �- W10 -18 DECLARATORY STATEMENT DCA05- DEC --219 sheet 3 of 11 1/8" ANN. GLASS 1/8' HEAT STREWD GLASS .075" PV8 INTERLAYER .075" PVB INTERLAYER UR CEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" PVB INTERLAYER INTERLAYER .090 PVB I SAFL®( IIIG BY 'SOLUTE_ SAFLEX..ING BY 'SOLUTW' _ -.� _._ v OR .090" SGP INTERLAYER .090" SOP INTERLAYER BY 'DUPONT' BY 'DUPONT' 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS SILICONE SILICONE GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 / M1 DOW CORNING 995 M1 1 I DOW CORNING 995 1 I 1/4" AIR 1 /8" ANN. t 9 z O l GLASS TYPE ,b,, 5/16" NOMINAL LAM. GLASS 1/8" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTW OR .090" PVB INTERLAYER Ai f 0 W GLASS TYPE `B' 5/16" NOMINAL. LAM. GLASS 1/4" AIR SPACE 0 LEA IIIG BY SOLUTIA 1/8" HEAT STREWD 1 .090" SGP INTERLAYER BY 'DUPONT* 1/8" ANN. GLASS SILICONE GE 1200 z DOW CORNING 899 DOW CORNING 995 a 7 I I. tv /8" HEAT STREWD GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTW OR L�Y 090" PVB INTERLAYER ING BY 'SOLUTW SGP INTFRIAYER PONT' 1/8" HEAT STREWD GLASS SILICONE GE 1200 /DOW CORNING 899 / DOW CORNING 995 P O FA W E9 M7 GLASS TYPE 'Al' GLASS TYPE 'B1' 0.70" OVERALL INSUL LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS DOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B9' MUST BE TEMPERED. FLAB CML, C`ul538� !'ROIDUC F REVISED Ps C"WY141 WhIll the Florida AfuiQlelLCade I L .1n 20 A. a 1 Q O eho 3 IN ga � LL O V a� �Q p aaa C ca 'a oil J rn �i A CD to s Ob � N;E Cq rn NMI M zZ�,, o N8 Qc z o ` i a -6 t drawing no. W10 -18 sheet 4 of 11 TYPICAL ANCHORS SPACING SEE STRUCTURE 18Y FOR SPACING WOOD BUCK I TYPICAL ANCHORS d : SEE ELEV. 4 A' w d. FOR SPACING Z�'j M 2., �i�.. a,:. >�..�✓' ''� ., it i .. . 1 I I 44 a° d 4- ti v ' Tf CAL�ANCi TORS TYPICAL ANCHOI SEE EL. ELEV, WOOD BUCK FOR SPACING SEE ' .o � FOR SPACING FLANGE & FLANGE ADAPTOR FRAME IIC��Ii!slt� }li� 2 318" MIN. 2 -3/8" MIN. N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 211r. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING r -- _— -- --- ---- -- -•-1 I I MIAMI —DADE COUNTY APPROVED II I MULLION & MULLION ANCHORS II �j SEE SEPARATE NOA LI _— —_ __ - ------ - -_ —�U TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANS 4.1u o I 0 Q W 1 ° v a� of 0c' O'a; 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. — FOR SPACING a � ,.o a • o .- � y. A. 1/4' MAX. TYPICAL ANCHORS SEE FOR SPACING hh 1 � WIDTH VENT --m • —SCREENS OPTIONAL — teY WOOD BUCKS XOX LAYOUT EXTERIOR D.L. OPG. MIAMI —DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WIDTH BUCK WIDTH �r — = ='I II II IIJ TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE 1/4- MAX. SHIMS 2 W::UCT K R WOOD UR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE OCK L TO LOCK FLANGE ADAPTOR FRAME BUCK WIDTH 2 1/4" MAX. 1 ylpltV M SHIMS VENT WIDTH SHOWN ON PAGES 5 0 1 0 0 3 a AND' $- APPLY -TO, BOTH FLANGE FRAME AND m TYPICAL ANCHORS t s 1/2" TYP. r i3 SEE ELEV. v FOR SPACING O; So o. mgr. JAVAO AHMAO e • — � ,ti , .� :.. a .:.,q -.• • ._,.fi. , , _ . _...;:; J} -, - _ Il v -- — -- SCREENS OPTIONAL — • — — - Y — — — — — _ — _ E t3 =YhS with the F(cwW& coda m s l 0.0 EXTERIOR WOOD SLICKS �= z - t d Qui XO LAYOUT D.L. OPG. .a v FLANGE ADAPTOR FRAME 2 1 ylpltV M INTALLATIOtI. DETAILS SHOWN ON PAGES 5 0 FLANGE ADAPTOR FRAME w O $ 3 a AND' $- APPLY -TO, BOTH FLANGE FRAME AND m o a 1/2" TYP. r i3 U O; So mgr. JAVAO AHMAO e • C frY PtA; tiP `x'0`592 PRODUCV • CAN. 3538 dREVISED E t3 =YhS with the F(cwW& coda m O LQa l 0.0 j►]qy h� YYii/(i • • �I�a+si �tCoq �= z - sheet 6 of 11 Qui Eo Ow of JV U Nom^ °m 3:: C14 P; o J-) M Z z � C) °mr- V 2 1 INTALLATIOtI. DETAILS SHOWN ON PAGES 5 ° AND' $- APPLY -TO, BOTH FLANGE FRAME AND m o a m mgr. JAVAO AHMAO e • frY PtA; tiP `x'0`592 PRODUCV • CAN. 3538 dREVISED =YhS with the F(cwW& coda m l j►]qy h� YYii/(i • • �I�a+si �tCoq drawing no. W10-18 sheet 6 of 11 TYPICAL ANCHORS STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING La in TYPICAL ANCHORS A4 44 ° 4 � 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING CHOIRS IG EQUAL LEG FRAME 0 Ri 1 r --= = --- =-= — = - - -�-I ° 1 1 MIAMI —DADE COUNTY APPROVED I E Z �$ II SEE SEPARATE MULLION NOA ANCHORS �1 Q I� 11 a t n ii o e 0 j�L---- - - - - -- -F ------ j a w 1� va vi 0 Lug TYPICAL ANCHORS O (K CL A � ajl h , FOR SPACING 0 � � a N SEE ELEV. Q {u3� 6 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/80 MIN. - 2 -3/8° MIN. >< WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA i9r.•`.(AVAOLNt1l;IAD.. IT-A. PEE 7Or2 e, . • CAM.- '= t, r .' P70 7 , QW et U O Z O � PRonuc i' itEvsisEa �. �campiytng With the FlloridA a; 53 � g code 1 eceFt� ace NO 1-10 �. drowing no. W10 -18 dlaetCaattn sheet 7 of i 'I rn do M n o Lc Nan 0) 31:t\fM 0 a of Z Z� � S O _ �O et U O Z O � PRonuc i' itEvsisEa �. �campiytng With the FlloridA a; 53 � g code 1 eceFt� ace NO 1-10 �. drowing no. W10 -18 dlaetCaattn sheet 7 of i 'I ILLUSTReTAic nTn c Heil v EXT. C NOT B' HOUSE NOT BY ;. . • J (E HOUSE WI NOT BY C TYPICAL ANCHORS FOR SPACING TYPICAL ANCHORS: SEE ELEv. FOR SPACING 98 SM (GRADE 2 CRS) _ INTO.2BY„ WOOD BUCKS OR; WOOD STRUCTURES 1-1/2 MIN. PENETRATION INTO WOOD DOD STRUCTURE 1/4" MAX. )T BY CGI \ GAP 1/2" MIN. E2 -- .]— SCREENS OPT. FIN FRAME 1/4- MAX. GAP 1/2" MIN. CAULKING t 0 g o_ IL � �02 OG � O V o GIL no: 8 a LL Zvi gg: J Z-�M�yyd WW QW e-I dam' F CD M N N O� � p awc N, r co N `' o t-) 3 zz� m H FE WW C? U U z° HOUSE WRAP_ v NOT BY CGI EXTERIOR o 0 o s EngaM}�D PRODUC C REVISED R .dw FM PE OS82 $� NY�g with t(lc Flarlda a c atu, isajding Gale 1=4 a` d tlet� [;drawinq no. JAN 1 3 2012 1 0--18 sheet 8 of 11 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS E1 CGI -100 — FRAME JAMB ® FIXED GLASS 6063 —T6 CGI EXTRUDER E2 CGI -113 — FRAME SILL 6063 —T6 CGI EXTRUDER E3 CGI -102 - FRAME HEAD 6063 —T6 CGI EXTRUDER E4 CGI -103 — MEETING RAIL 6063 —T6 CGI EXTRUDER E5 CGI -104 — LOCK RAIL 6063 —T6 CGI EXTRUDER E6 CGI -105 — HANDLE RAIL 6063 —T6 CGI EXTRUDER E7 CGI -106 — SASH RAIL 6063 —T6 CGI EXTRUDER ES CGI -107 — 5/16" GLAZING BEAD 6063 —T5 CGI EXTRUDER E9 CGI -108 — 0.700" _GLAZING BEAD 6063 -T5 CGI EXTRUDER- 60 061-109 — FRONT FLANGE ADAPTOR 6063 —TS CGI EXTRUDER El CGI -110 — NAIL FN ADAPTOR 6063 —TB CGI EXTRUDER E12 CGI -135 — TF FRAME JAMB 0 FIXED GLASS 5063 —T6 CGI EXTRUDER E13 001 -136 — TF FRAME HEAD 6063 —T6 CGI EXTRUDER E14 CGI -139 — TF FRAME JAMB 6063 —T6 CGI EXTRUDER E15 CGI -140 — 1" MUNTIN 6063—T5 CGI EXTRUDER E16 CGI -141 — 2.5" MULLION 6063 —T6 CGI EXTRUDER E17 CGI -605 — SCREEN FRAME 6063 —T5 CGI EXTRUDER E18 CGI -114 — SILL SNAP IN 6063 —T6 CGI EXTRUDER E19 CGI -115 — SILL FILLER 6063 —T6 CGI EXTRUDER E20 CGI -116 — FRAME JAMB 6063 —T6 CGI EXTRUDER E21 CGI -117 — HD LOCK RAIL 6063 —T6 CGI EXTRUDER E22 CGI -138 — TF FRAME SILL 6063 —T6 CGI EXTRUDER E23 CGI -109 — FRONT FLANGE ADAPTOR 6063 —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" 0 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/ UTE SETTING BLOCK EPDM _ M8 — — PROTECTO WRAP WATERPROOFING OR EQUIV. — — M9 684 — ROLLER TRACK PVC _ M10 CGI -128 2 PER SASH ROLLER HOUSING SON _ Mil W23201NG -- PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. M12 CGI -129 1 PER SASH EGRESS LACK ALUM. SULLIVAN M13 CGI --131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391 —N 1 PER SASH ANTRIFT BLOCK NYLON M &M M15 — OPTIONAL RETICULATED FOAM 30 PPi M16 CGI -134 — JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A3073M1 -32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. MIS CGI -132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CGI -111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M &M M22 — VARIES Ht —FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 — 2 OR 3 PER CORNER # 10 X 1 1/4- LG. PHL PH. SMS. ST /ST. ASSEMBLY SCREW — — ' .. -... ...,.. �.. 1/4" EMBED, . .8 ,X...1 ,1/-2° L . PHL PH.,SMS._FIN ANCHOR SCREW - _S4 -. 4 PER WD. # 8 X 1/2" PH. SMS. ST /ST BALANCE BRACKET SCREW — — S5 2 PER WD. # 8 X 1 " LG. FH. SMS. ST /ST. SPIRAL B. ASSEMBLY — — S6 — — # 6 X 1/2" LO. FH. SMS. 0 CGI -133 & CAM LOCK — — SS — 4 OM. RAIL # 10 X 4" LG. PHL PH. SMS. ST /ST. ASSEMBLY MEETING RAIL — — S9 — 2 PER ANTILIFT # 10 X 5/8" LG. PHL.. PH. SMS. ST /ST. ANTIUFT SCREW - — j. Engr' J:yaD A MAO cmL FLA. PE i +70592, y CAI, ss8 �t2 PROiDUC f REVLSE0 complying with the FIGH& Accmntenee No 1 1-1031.0 �(i COD o 1 0 P Z � � a o 0v G LL OL4a 0°3Wa aO W3�� Zug Q w� A rs N ca _z � O � O N r 0M m 8- Vl 9 O � � n drawing no. W10-18 sheet 9 of 11 2.440 2.440 2.113 065 .490 .120 8 �I a 1.015 �- ■Y I a .705 .050 TYP. .705 .050 TYP. 2.101 1.301 i .550 2.846 065 1.601 Q 1.301 1 •�0 � rm 2.346 TYP. 1.220 1.007 .864 .864 �a 0. �5 .050 1.395 5/18" GLAZING BEAD O .700° GLAZING BEAD Q w ° v 1. i 55 1.155 IYP. Eli _ - �.. �: > .- . ,. _ ._ 1.449. ,- 1.015 ° a NAIL FIN ADAPTER 1.395 _ ._ . Q'` -� 1.015 1.388 h 745 v d E13 FLANGE FRAME MEAD E3 FLUSH FRAME HEAD E4 ME 1-.180 .293 0 Q' 1.015 ETING RAIL 1.496 .050 .0801- f Q a. Q 122. o 1.015 1.788 �5 k -1.413 Q °� 1 1.140 1.140 IYP. N i 2.264 1.255 M3 FLUSH FRAME COVER SCREW COVER J ze W 1.015 1.220 .065 L .080 _ 4.430 TYR 3.930 065 3.685 2.885 3.185 �• 1.043 X 2.685 O E5 LOCK RAIL Ei9 SILL FILLER to LL o 1.788 M 1.450 O W ,�� .180 o tw-• 0 Lc 2.440 m t� 2 440 .550 .050 to � C rn FLANGE FRAME SILL E2 2.310 d 3 N r j FLUSH FRAME SILL 1.016 065 O m." TYR 1.220 � o � � � 2 737 2.737 �� O _Z z ^ E23 FLANGE ADAPTOR O �, C7 v 465 065 1.043 (g j d V r M TYR TYR E21 ALT. LOCK RAIL 2.5Q5 2.613 2.505 2.613 1.892 .065 TYP. o 1.000 .991 .500 991 2.195 N U 3.237 t-2.737 1.015 °z E14 FLANGE FRAME JAMB (MOVING) � FLUSH FRAME JAMB (MOVING) 811 .811 1.043 y O av�° Es HANDLE RAIL > ° 1.025 2.505 .065 iYP. P-505 ° :- 065 IYP. thon , A4 AD AHMAB PRODUC I' REVISED c. T- Fi A PEON, it 92 �+P1Ybt1 with the a0rlda �? IE 1.015 1.015 .745 1.395 `C �: N' =P1 I�Code 0 3i' 065 p l v _ 1.000 ,500 I drawin no. 1.745 1.2.5 1.015 Fes- 9 s zorz W 10 ---18 Et2 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL sheet a of 1 1 -� = a date: 03 -29 -10 0 90018: 1/2° a 1 ° 00 61 0hk. by: revisions• no a e escn p on A 08.04.10 NO CHANGE THIS SHEET B 10110.11 NO CHANGE TH6 SHEET g = a date: 03 -29 -10 0 90018: 1/2° a 1 ° 00 61 0hk. by: revisions• no a e escn p on A 08.04.10 NO CHANGE THIS SHEET B 10110.11 NO CHANGE TH6 SHEET MO 120 SOEL ALUM HX. S110tN W -(S.t XL M CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593 -6590 FA)L (305) 593 -6592 N AL- FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2644LI00 FAX. (305) 262-69793 COMP— ML\W10 -03CG1 53 1/8° 52 1/87' 52 1/8° FLANGE WIDTH SUCK W1611-1 BUCK WIDTH 47 7/16° 47 7/1Q° 47 7/16° D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. ; UTE) FALSE MUNTINS D.L.O. (FIX. UTE) (SURFACE APPLIED) 20 9/16 n (SURFACI= APPLIED) 6° MAX. MAX. OPTIONAL 5 1/2° MAX. 209/ @ ** OPTIONAL 5 1/2° MAX. 20M9//16" MRNERS A Ham/ HEAD /SILL HEAD /SILL HEAD /SILL HEAD /SILL H r CORNERS Al CORNERS I t 1 I 47 7/16" D.L.O. (VENT) 50 1/4" FLANGE .& FLANGE ADAPTOR FRAME tl fI . _ II 11 II � II 4 o I lt� I a . t (-R) i 11 - 11 ! Ill �z Y � tl Ft ~E 5 ci �IC1 ; mz 0 47 7/113° iv m v D.L.O. (VENT) W_ 50 1/4° to SERIES 110 SENTINEL ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. Al'VKUVAL 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 FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING ' CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. EQUAL LEG*' FRAM 5 ^ 11 Il it N 0 t- J m 6 M II II 11 II N .. X o 00W to x D rL- 11 20 \ `,' oM � cz " �f G B it Ii x � 30 a og c� 0:!9 �i �+ \ E Ml O 11 I I C II II F, I t 1 I 47 7/16" D.L.O. (VENT) 50 1/4" FLANGE .& FLANGE ADAPTOR FRAME tl fI . _ II 11 II � II 4 o I lt� I a . t (-R) i 11 - 11 ! Ill �z Y � tl Ft ~E 5 ci �IC1 ; mz 0 47 7/113° iv m v D.L.O. (VENT) W_ 50 1/4° to SERIES 110 SENTINEL ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. Al'VKUVAL 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 FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING ' CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. EQUAL LEG*' FRAM 5 ^ 11 Il it N 0 t- FALSE MUNTINS (SURFACE APPLIED) I T rR;AL. tLtVA 1 IUN ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN > 75 -PSF 47 7/16" b D.L.O. (VENT) 50 1/4" FIN FRAME Vcai a I 0 Z h H P a 90 aU Ow g lion t C IL S � .0 Q m -jl O gig J m 6 M II /• tl N .. X o 00W to 11 20 \ `,' oM U cz " �f M E ZZLL.^ FALSE MUNTINS (SURFACE APPLIED) I T rR;AL. tLtVA 1 IUN ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN > 75 -PSF 47 7/16" b D.L.O. (VENT) 50 1/4" FIN FRAME Vcai a I 0 Z h H P a 90 aU Ow g lion t C IL S � .0 Q m -jl O gig J m 6 M N .. X o 00W to \ `,' oM U d M E ZZLL.^ � 30 a og c� 0:!9 �i T� U CENTER ANCHOR REQUIRED WHEN . SPACING EXCEEDS 201 9/16° i LAMINATED GLASS o v M INSULATING LAM. GLASS I SMALL MISSILE IMPACT ''- I - LARGE MISSILE IMPACT Q f Engr. JA,AD C ANFAAQ I 0 Mt. ' PROIJUC17RBVISM S • FLk-' PE � 70592 ad eo to with the Flodh C.A.N. ,538 Builds Code F { Ex4tration Date P LI d c`i •1. t $Y drawing no. W1 0---03 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS- BUCK DIMS. GLASS TYPES 'A' &'AI' GLOB TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.( +) IW.( -) EXT.( +) 1NT.( -) 19 -1 /a° 26 -1/2" 37" 49- 5371/8" 26" to -1 /s" 25 -1/2" 38" 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 65.0 _ 75.0 75.0 80.0 85.0 19- _1/8_" 28 -1/2" 37" 49" 53 -1/8- 38- 3/8" "' 18 -i /8" 25 -1/2- 38 48" 52 -1/8- If 4 37 -3% 1 75.0 75.0 BOA 85.0 75.0 75_Q 8040 85.0 78.0 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" 1 52 -1/8" 49 -5/8" 75.0 75.0 80.0 855.0 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" 28 -1/2" 37" 49" 53 -1/6" W. 18 -1/8" 25 -1/2" 36- 48" 52 -1/8° 1 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 1 80.0 85.0 19 -1/8° 26 -1/2- 37" 49" 53 -1/8" 76" 18 -1/8" 25 -1/2- 38" 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 85.0 754 75.0 80.0 85.0 75.4 j 75.0 80.0 85.0 19 -1 /8- 26 -1/2- 37" 48 -1/2- ° 18 -1/8- 25 -1/2" 38- 45 -1/2" 84" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 no 75.0 75.0 80.0 55.0 75.0 75.0 80.0 85.0 unnru EQUAL LITES .e 16" TYP. UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAXTOP IM GLASS TYPES 'A' &'AI' GLASS TYPES 'B' &'Bt' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.( -) EXT.( +) 1NT.( -) 53 -1/8" 76" 52 -1/8" 75" 36 -1/4" 75.0 754 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" 25 -1/2" 32" M. 42- 84" 70 -5/8" 75.0 75.0 80.0 85.0 63 -5/8" 75.0 75A 80.0 85.0 60" 75.0 1 75.0 80.0 85.0 53 -112- 75.0 75.0 80.0 1 85.0 45 -1/4" 75.0 ,.. 75.0 804 1 85.0 -- Yz" ". BUCK UNEQUAL LITES (ORIEL TYPE) Crow. I'M PE #70592 , C.A.I�.1 38 . rn PRODUCT REVISED as conglying with the F1oddk� I)Wldinsg Code Aixdp`moe No • 1E> fation Date 2Of5 lily mam ade PYoduci S f o! Z w o. ig x N O OW U in LC Qi0WM O O C it I O Q w3k 6 Is< z y - e) v Npjp M OW raQi �NM 0n rn Ln Z Z i ca ¢ Lu w O i n s drawing no. W 10--03 FLA. FE . 70. "R OAK ! iu, it 1 I •' PRODUCT REVISED as complying with the Florida Banding Code 5 gcceptanoe No Expiration Date WA II age 14I am ado Product o I Q a �o a o O u. q ei Q R Q G e� U. W W rl 2 r J IIc�3 M V V (x °o � vi W M n a°, o z0 ZZr to Ti O 0 o_ m � w 0 o N e o drawing no. wi0 -03 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" PVB INTERLAYER .075" PV8 INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' OR OR .090" PVB INTERLAYER .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' SAFLEX IIIG BY 'SOLUTIA' OR OR .090" SGP INTERLAYER .090" SGP iNTERLAYER BY 'DUPONT' BY 'DUPONT, 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE z °D GE 1200 z m SILICONE GE 1200 5 M1 DOW CORNING 899 DOW CORNING 995 N DOW CORNING 899 DOW CORNING 995 04 I M1 it '1 0 !Yi E8 I• 0 E8 GLASS TYPE A GLASS TYPE B 5/18" OVERALL LAM. GLASS 5/18" OVERALL LAM. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" PVB INTERLAYER .075" PV8 INTERLAYER 1/4" AIR SPACE VANCEVA COMPOSITE BY 'SOLUTIA' 1/4" AIR SPACE VANCEVA COMPOSITE BY 'SOLUTIA' OR OR .090" PVB INTERLAYER .090" PVB INTERLAYER 1/8" ANN. GLASS SAFLEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS SAFLEX IIIG BY 'SOLUTIA' OR OR .090" SGP INTERLAYER .090" SGP INTERLAYER BY 'DUPONV BY 'DUPONT' 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS SILICONE z j� GE 1200 DOW CORNING 899 0° yl "dJ SILICONE GE 1200 DOW CORNING 899 M1 ;� ;I DOW CORNING 995 M1 DOW CORNING 995 I 1 II it fI :I o E9 a 0 w Es CLASS TYPE 'Al' GLASS TYPE 'B1' 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL.. LAM. GLASS (L.M.I ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'A1' & 'B1' MUST BE TEMPERED. FLA. FE . 70. "R OAK ! iu, it 1 I •' PRODUCT REVISED as complying with the Florida Banding Code 5 gcceptanoe No Expiration Date WA II age 14I am ado Product o I Q a �o a o O u. q ei Q R Q G e� U. W W rl 2 r J IIc�3 M V V (x °o � vi W M n a°, o z0 ZZr to Ti O 0 o_ m � w 0 o N e o drawing no. wi0 -03 I= I....•1 1;'* TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV, FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/8" MIN. 6 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE Va-. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING . r�•�y. .••h � 6 a � I .�: . a < A FOR SPACING j 1 MIAMI —DADE COUNTY APPROVED �I SEMULLION EPARATE NOA ANCHORS Il ii 11 11 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 " ' (FU =120 KSI, fy =92 KSI) 1 f4" DIA. UL,TRACON BY 'ELCO' (Fu-177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS QR SELF DRILLING SC (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 14 SMS OR SELF DRILLINg SCREWS (GRADE 2 CRS) INTO MIAMI —OADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f c — 3000 PSI MIN. C -90 HOLLOW /FILLED BWCK AT JAMBS I'm 2000 PSI '°MIN. a �9r t4AO AHI AQ: PROIWCT REVISED 4a a 'Cim4 as corapying with the Florlda Qd .d FLAW PE # 70582 Building Code Actxptww No 15 ,. Expiration Rate TYPICAL ANCHORS SEE ELEV. Mi Dade Product FOR SPACING41 •Y 1 0 2 $ e g a a 0 o � J, 0 � O 0t Vo � Cy aaa g .01 rn M � a 0w LC LC IN o I M z Z z LL. vi 3 0 o 0 � 0 O w_ rn i a orawmg no. W10 -03 heet 4 of 9 TYPIG F 1/4" MAX. ,• . - PLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCH SEE E FOR SPAT WOOD 8 Ile MAX. ftff9 , ..nom,.,. , J.0 SAAW MIAMI —DADE COUNTY APPROVED Mt1LLI0N I [CAI ANCHORS ELEV. SPACING i .111 ANCHORS W. ACING FLANGE ADAPTOR FRAME 9 0 0 Z h J iL Q O U 04 vo M COW o 0 KQ" � Cqu ~° egg mo aW3� KIN tl1 J� Qw x cy � M v � � Ow C3 g to CA d p 3:i oMi Z ° u i a7 e31 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c m ,°-, 0 0� � 9 ca Erign JAVAQ MMAD. PRODUCT REVISED U CNIL as coniplyiwg with the Florida ° iv F1.4 P� �p 92 3uslding Code � Acre lance No irati n Date �g • a a LIJ By ® 20 adeProductCort of drawing no Ot W -03 sheet 5 of g : , d a- ley TYPICAL ANCHORS SEE ELEV. FOR SPACING g N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. m FOR SPACING a / ♦� M3 E1 - -- 7F Y N 'TYPICAL ANCHORS SEE ELEV. FOR SPACING C7 " WOOD m6k TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. ti m M 3 .. ow �! Vii■ 'i�l� �cl�v�� 30 -� o C7 Q g �S U�2 u cn SUCK WIDTH EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8- MIN. cl:>-<[ 2 3/8- MIN. ♦ r \ ♦ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAME — r - - - -- - --- - - - - - - -� I I MIAMI —DADE COUNTY APPROVED I I 1 I MULLION & MULLION ANCHORS i I �j SEE SEPARATE NOA II L� - - -- 1 ---- - - - -,J r TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY - .... .... ....._. .A ,j• R - , a I •q ° •9 a a d Z °A -- - - -t at , Engr. zvt to" CIVIL FL4b • PE•_ • 70592 53s# Nd , ©�a2p'i1 a - da 4 iu) TYPICAL ANCHORS .- SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Be:ldibg Code Acceptunm No r .Exmkatian Date _ _ _961, - c Z % J � g a Q .. O 0 0 " Q �'I OIL a Q Q Eu � m M 3 .. ow Nor- rn c'4 t; is � rM _Z LL. 30 -� o C7 Q g U�2 u cn n d • 0 N I � O a LL!JL1-:_JW drawing no. W1 0 =03 sheet 6 of 9 — , I . I ILLUSTRATM EXT. OR IN NOT BY CGI HOUSE WRAP NOT BY CGI 0 W W el lO L�J C2 HOUSE WRAP NOT BY CGI TYPICN_ ANCHORS FOR SPACING STRUCTURF t /d° uev r CGI i P FIN FRAME TYPICAL ANCHORS: SEE ELEv. FOR SPACING JA . MS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4n MIN. PENETRATION INTO WOOD p�p of r- Z h % z a� �a o U Ow .. IL p 0.< � ��� 0 Q��� G Q g Ow c N M � Z ~S 2 Z ., 3a C) g C9 0 � J w W w un E�gr, •. A PRODUCT R,SdiS%ib . F1.A. PE • 705$2 contFlyistgwith tho Florida H C.A.SJ. 3if' BuiMiiig a.'.ode Adceptatitsa No � Expdratiou Date a � � t v v • '��'j'� � Y drawing no �,: � i• ' iuct Y' w1 0 -03 • sheet 7 of g ITEM PART QUANTITY DESCRIPTION MATERIAL MANF. /3UPPUER /REMARKS E1 CGI -100 1 FRAME HEAD 6063 —T6 — E2 CGI -101 1 FRAME SILT. 6063 —T6 — E3 CGI -102 2 FRAME JAMB 6063 —T6 — E4 CGI -103 1 MEETING RAIL 6063 TO — E5 CGI -104 1 LOCK RAIL 6063 —T6 -- E6 CGI -105 1 HANDLE RAIL 6063 —T6 — E7 CGI -106 2 SASH RAIL 6063 —T6 — EB COI-107 AS READ. 5/18" GLAZING BEAD 6063 —T5 — E9 CGI --108 -AS READ. _ :.. - 0000- -GLAZING BEAD s 6063 —T5 — E10 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063 —T6 — E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063 —T5 — E12 CGI -135 1 FLANGE FRAME HEAD 6063 —T6 — E13 CGI -136 2 FLANGE FRAME JAMB 6063 —T6 — E14 COI-137 1 FLANGE FRAME SILL 6063 —T8 — E17 COI-605 OPTIONAL SCREEN FRAME 6063.. -T5 — M1 00I -362V AS READ. GLAZING BULB VINYL (DUROMErER 75 -60 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 — M9 SUPER BOOST 2/ WOW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WOW. BLACK/TACKLE BALANCE — BSI OR EQUIV. M11 W23201 NO AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1/ WOW. EGRESS LOCK ALUM. SULLIVAN M13 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M &M M14 E26018WN — 0 BULB —T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M &M M16 COI-130 2/ WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M &M M17 A30730401 -32 1/ WOW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WOW. SASH CAM (B/T BALANCE) NYLON M &M M21 — 2/ WDW. B/T BALANCE TAKE OUT CUP — BSI OR EQUIV. M22 146 -6 2/ WOW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 — SILL SPACER PVC PROTOTYPE OR EQUIV. S2 — 2 OR 3/CORNER # 10 X 1 1/4- I.G. PHL. PH. SMS. ST ST. ASSEMBLY SCREW — — S4 — 4/ WOW. 8 X 1/2" PH. SMS. ST /ST BALANCE BRACKET SCREW S5 2 WDW. # 8 X 1 " LG. FH. SMS. ST ST. SPIRAL B. ASSEMBLY S6 2/ LOCK If 6 X I 2- I.G. FH. SMS. ® COI -133 & CAM LOCK M 0 0 0 Q U O`a 8 O4Q0 a 0 Q3� c LL OL toy c a � m ._. rn Q � ?a cf) LC g Nan w � C-4 M t S z2� LLI (n ,O U°� 0 Eiigr: JAVAO UtO '. PICODUCT RBVISEQ � u fir• �+CL as tompLyitfg with the Florit�t ' c:k.N.' �31i Bui3diag Coda .� Ac>captaaoe Ido .Q 9 ,� nation mate � ��.. '. M' a productC'otrt�Wl �� drawing no. c W1 0-0 of 9 sheet 8 Eiigr: JAVAO UtO '. PICODUCT RBVISEQ � u fir• �+CL as tompLyitfg with the Florit�t ' c:k.N.' �31i Bui3diag Coda .� Ac>captaaoe Ido .Q 9 ,� nation mate � ��.. '. M' a productC'otrt�Wl �� drawing no. c W1 0-0 Q, f -2.505 2.505- .065 S2 S2 1.745 .811 Li I 1.245 T 1.550 1.680 z .745 .065 Typ. q015 L.7t� .745 .065 Typ. q015 0 i 1 .0501 1.395 FLANGE FRAME HEAD FLUSH FRAME HEAD NAIL41W ADAPTER IL 08 o 1.583 1.007 O go: 0 L 4C < .745 .065 Typ. .065 Typ. - 065 2.113 lyp. 3.675 1.429 3.175 1.429 3.175 1.368 1.0 VENT TOP CORNER n IT-1 n L11.220 1.000 1 - .500 .500 T -2.505 8 MEETING RAIL FRAME TOP CORNER -T �--2.505 In 0 1.220- r 0 uj ir FLANGE FRAME SILL FLUSH FRAME SILL vi tc Al .500- 1.301-1 1.301-1 1.043 m i- cr", .0 tco 88 S2 0 l zi aft .005 .065 .065 Typ. z 0- 2! Qk= Typ. j061 yp. Typ. 1 1.015 D 2.440 2.440 1.015 LOCK RAIL FRAME BOTTOM CORNER VENT BOTTOM CORNER �745 L-2.846 - 745 2A95 '95 2.348--------1 FLANGE FRAME JAMB FLUSH FRAME JAMB 1-m Fw- 1.892 1.043 4� Typ. L bi .490- .120- .705 .050 TYR .705 Wo o5o Typ. 1.015 S2 in o 0 .864 .864 HAND RAIL > 5/16- GWINO BEAD J000 "GLAZING BEAD -1,395- .745 -1.450 180 Engr* JAVAQ PRODUCT RSVISED CML as ca pit, FLA. PE # 7M92 Iauitcgg OV110taftnicla CJkk 3PO: Acceptonm No ffitionEwe 15 1.3951 180 -7065T'r 1.449 .293 -T .050 .T- 060- 1.025 065 .5;0 F.050T By LU IOWWade NQ C0000 drawing no ' FLUSH FRAME COVER SCREW COVER O wi 0-03 SASH RAIL FLANGE ADAPTOR (sheet 9 of gjl FALSE MUNTIN OPTIONAL 42 1/8° A .I II I' tl II II II II II I, II I C7 POCKET JAMB (SEE SHEET 4 & 6 L8--] & DETAIL M ON SHEET 13) (1) WEEP CLUSTER ANCHORS IN PAIRS AT HEAD /SILL/JAMBS C E I 1 8° 8° (2) WEEP CLUSTER THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 11 SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE. ZONE (HVi�.� 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. F 8° B" (2) WEEP CLUSTER 6" MAX. AT STILE EI 282 13/16° FRAME WIDTH 6" MAX. AT STILE El ADDL PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 18° MAX. HEAD /SILL 6" MAX. REINFORCING AT INTERLOCKS ° — r \ co .— a OPTIONAL tCW i M = \Q --- - -Il -- _ ___ -- tl w � II II FOR CAPACITY II II II IL — u Ir It II II I� II II II II -- +I - - - --at -- — — - - - IT !I n POCKET JAMB (SEE SHEET 4 & 6 L8--] & DETAIL M ON SHEET 13) (1) WEEP CLUSTER ANCHORS IN PAIRS AT HEAD /SILL/JAMBS C E I 1 8° 8° (2) WEEP CLUSTER THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 11 SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE. ZONE (HVi�.� 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. F 8° B" (2) WEEP CLUSTER 6" MAX. AT STILE EI 282 13/16° FRAME WIDTH 6" MAX. AT STILE El ADDL PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 18° MAX. HEAD /SILL 6" MAX. 8° 8° 8° 8° (2) WEEP CLUSTER (2) YEP CLUSTER TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11 A FOR WEEP SIZE. INSTRUCTIONS: USE CHARTS AS FOLLOWS. 42 1/8° 42 1/8° m 2- D.L. OPG. D.L. OPG. Z I Ix 48 1 /8" '» V 48 1/8" PANEL WIDTH PANEL WIDTH (2) VEEP CLUSTER (1) VEEP CLUSTER D.L. OPENING D.LO HEIGHT DOOR HEIGHT — 9 11/16° D.L.O. WIDTH PANEL WIDTH — 6" STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. ,STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. PRODUG°t PJr4ISBD as complying wid3 Fh)zWo STEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION B� � WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDA Np " 1-160 IN STEP 1 ABOVE. MMimand ate STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. Dom@ Con LAMINATED GLASS AND 'LAMINATED INSULATING GLASS LARGE /SMALL MISSILE IMPACT CIVIL FLA. PE # 70592 4C-kN. 8 5 2012 M I D Z r % J z tQ s. W N as " g Ow " CSC o 0 a vo � wo >" 8 00.<vi OHCD� O aW3�� LL w M 1 co a W ei � N to m 1 oMi U ° .9 Ow 8 fn- C-4 rn 3' N M 10 C 3 "7 Z z LL- 0.0 O v U °� o a gB U Gl U gU N C m O K a a ?II IOI�ICINI 0 0 i 1 o n 0 drawing no. W10 -31 sheet 1 of 1 E REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY a °• a d O 8° 8° 8° 8° (2) WEEP CLUSTER (2) YEP CLUSTER TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11 A FOR WEEP SIZE. INSTRUCTIONS: USE CHARTS AS FOLLOWS. 42 1/8° 42 1/8° m 2- D.L. OPG. D.L. OPG. Z I Ix 48 1 /8" '» V 48 1/8" PANEL WIDTH PANEL WIDTH (2) VEEP CLUSTER (1) VEEP CLUSTER D.L. OPENING D.LO HEIGHT DOOR HEIGHT — 9 11/16° D.L.O. WIDTH PANEL WIDTH — 6" STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. ,STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. PRODUG°t PJr4ISBD as complying wid3 Fh)zWo STEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION B� � WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDA Np " 1-160 IN STEP 1 ABOVE. MMimand ate STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. Dom@ Con LAMINATED GLASS AND 'LAMINATED INSULATING GLASS LARGE /SMALL MISSILE IMPACT CIVIL FLA. PE # 70592 4C-kN. 8 5 2012 M I D Z r % J z tQ s. W N as " g Ow " CSC o 0 a vo � wo >" 8 00.<vi OHCD� O aW3�� LL w M 1 co a W ei � N to m 1 oMi U ° .9 Ow 8 fn- C-4 rn 3' N M 10 C 3 "7 Z z LL- 0.0 O v U °� o a gB U Gl U gU N C m O K a a ?II IOI�ICINI 0 0 i 1 o n 0 drawing no. W10 -31 sheet 1 of 1 E 190 9/16° ANCHORS IN PAIRS FALSEOP UU�� I (�AT HEAD /SILL /JAMBS 6° MAX. -_. - --- -- 1-1; II II ii II II II I !6 C 6 6 CL II I O m 8 W to —i Wo II II ii II II II I II I I II I 'I' 11t -- -� -µ -� 1 - - - - -- rr //I II / II II II II I II Ir - n li u I II I� II II a � II II = I (1) WEEP CLUSTER 8° 8° (2) WEEP CLUSTER ADDL. PAIR OF ANCHORS . FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY M, IM 42 1/8° D.L. OPG. 48 1/8- WEL WIDTH 8° 8° (2) WEEP CLUSTER (2) WEEP CLUSTER TYPICAL ELEVATION (TESTED UNIT) REFER TO PAGES 9. 9A, 11 & 11A FOR WEEP SIZE. M I 0 18° MAX. Z n HEAD /SILL N SEE SHEET 8 $ I 6° MAX. n a O HEAD /SILL 2 � v CORNERS d It rl REINFORCING a a j 8 AT INTERLOCKS io Q d Q OQ OPTIONAL Q din - SEE SHEET 7 H 0 FOR CAPACITY Q W 3 to LL y _ p �a a Z t M Q W lo � N / � I CD o� Kf cF3ii m to Qt V) � = Cq I n rn Ls 3 N M co ZZ-j� Ln v, O 42 1/8" qp C9 p g D.L. OPG. a C `- 48 1/8- cj PANEL WIDTH (1) WEEP CLUSTER V so -3 8 =0 c N ce mho x z x x ill •- •- a N D.L. OPENING m D.L.O HEIGHT DOOR HEIGHT - 9 11/16" 6 p g D.L 0 ,WIDTH PANEL ,WIDTH - 6° m o o_ �, ,� -_ - ___ _ _0 0 I Engr. JAYAD AHMQ I u CML �j 'N rU% PE 7 70592 PRODUCT CAN. 33553388 as T��C 12-082 t . ib Accepi�tce No Lcl, � � z Q /6 drawing no. 4M C 0 5 7012 =proftct W10 -31 sheet 2 of 16 m n CIO N co "• w p 0 � � O f0 dote: 05 -20 -10 scolB: — dr, by: 0 -� C 1 W o ,hk. try: NO CHANGE THIS SHEET E • .3 C u REV. PER ONC COMMENTS D 10.10.11 NO CHANGE THIS SHEET E 08.29.12 Ox HEAD & SILL REVISED V 12.04.12 xx NO CHANGE THIS SHEET XX W OX �1 z n v x cn 0 z I z rm z 0 0 m O N 2 O v m 0 44"l q���a. gaff. ':ate g..a I....\, revisions• no dote by description C 04.29.11 REV. PER ONC COMMENTS D 10.10.11 NO CHANGE THIS SHEET E 08.29.12 HEAD & SILL REVISED F 12.04.12 NO CHANGE THIS SHEET C m i 0 XX XX OX x 1 4100 glum q.��.��. 4a�0- XXOX x0xx V V t' } n a C A f , Pawl ��4 'hom *1 :ai !O 3 is SERIES 150 SENTINEL ALUM SWING c,IZ DOOR (LiEL/S.M..L) AL- FAROOQ CORPORATION a CGI WINDOWS &DOORS ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 MIAMI, FL. 33172 TEL (305) 264 -8100 FAX. (305) 262 -6978 C TEL (305) 593 -6590 FAX. (305) 593 -6592 COMP— ANL\Wt 0 -31 CGI F \ - - -- - -- POCKET i i - - -- POCKET - -- I 9° I I 2 9• I 1 O.C. ---- POCKET - -- R --3 f a I o y ¢\\\\ . tam- i O.C. O X -0 -0 \\\v X 'how R_ � W XXXX °- X �\\\\� c XX XXXX X XX XXXX x XXXX x �► �� \ \�� IE �1 TJ '0 O X 0-001 'xD ow w" flaft, sn C/1 ° r 2 z 4mm" z rmw 1 O n I I v I I N I 1 I 20 POCKET f - -- POCKET r--- POCKET , f - -- POCKET —� I I I I I 1 I j j I 0 o ij z y N 0 Z O� r rn r A0 S 2 = S 0 m M m 0 _ . m m m m m t ;o °X b� o m r Q 0� �o N . C3 N N I I I I I I I I I POCKET I L----------- y revisions: � 150 SDMEI. ALUM SU61NG QM DOOR (L�l /SI�.� }. AL- FAROOQ CORPORATION a dale: 05 -20 -�a by ENGINEERS & PRODUCT DEVELOPMENT CGI WINDOWS &DOORS 87 AVE f 0 `O 10100 N.W. 25TH STREET MIAMI, S.W. FLORIDA 33174 p ? �• � HAMId („1 MIAMI, FL. 33172 TEL (306) 264 -8100 FAX (305) as2 -g978 o 'k. b1r. TEL. (305) 593 -6590 FAX. (305) 593 -6592 COMP— ANL \W10 -31CGI no date escrl Ion C 04.29.11 REV. PER BNC COMMENTS D 10.10.11 NO CHANGE THIS SHEET E 08.29.12 HEAD &SILL REVISED F 12.04.12 NO CHANGE THIS SHEET �t Q N N c a date: 05 -20 -10 CD scale: 0 t0 0 ( dr. by: py W chk. by: rxn --d rn O 10W 400\. x J 10 6-10ILT 11 revisions• rio u description C 04.29.11 REV. PER BNC COMMENTS 0 10.10.11 NO CHANGE THIS SHEET I 08.29. 14 HEAD & SILL REVISED F 12.04.121 X x XO NO CHANGE THIS SHEET XX LA a n x Z x v �t Q N N c a date: 05 -20 -10 CD scale: 0 t0 0 ( dr. by: py W chk. by: rxn --d rn O 10W 400\. x J 10 6-10ILT 11 revisions• rio e e description C 04.29.11 REV. PER BNC COMMENTS 0 10.10.11 NO CHANGE THIS SHEET E 08.29. 14 HEAD & SILL REVISED F 12.04.121 NO CHANGE THIS SHEET XX 00 m" Xi T x a N N x0 0 z v e ! 1= MO 150 SENTINEL ALUM SLIDING GLASS DOOR (LU /S.M.0 AL- FAROOQ CORPORATION - Cci WINDOWS & DOORS, ENGINEERS & PRODUCT DEVELOPMENT a 10100 N.W. 25TH STREET 1235 S.W. 87 AVE MIAMI, FLORIDA.33174_, MIAMI, FL. 33172 TEL (306) 2648100 FAX. (305) 262 -6978 TEL. (305) 593 -6590 FAX. (305) 593 -6592 COMP- ANLW10 -31CGI O x '0 x x x x x x x x x x x x -o"a0x N g z v O LV a a z z 0 z I z O 0 O O z 1? I - -- POCKET j I O.C. ,• � I Vow flaw" 'I tmm S l ^' twal r - POCKET -- D 0 i C x x x x j ------------ POCKET 9. I I I I I L - -- POCKET_ - -_� -PO- ----- CKET 1 I f I I �� L_ POCKET__J A � � � "p r oil S ra to � a [d-t-: 05 -20 -10 f° o scole: - co 0 ICI dr, by Of I I A o II I,chk, by; , .q-• •ft revisions: no o e b i I descritfficin C 04 29.11 I O.C. �I REV. PER BNC COMMENTS D 10.10.11 NO CHANGE THIS SHEET E 08.29.12 z HEAD & SILL REVISED F 12.04.12 NO CHANGE THIS SHEET z� g i - POCKET--- - 1 O.C. �" I twm x x I 1 I I I k � - -- POCKET - - - -j r r i POCKET I I POCKET L - _ _ i r X x '0 x to O Z r------- - - - - -� I POCKET j POCKET o0 o� mPA �m o v� �o S rn tO v 0 r a C a POCKET I I I q I r----- ------- � I POCKET I 0 -0 I O.C. �I (A to S �D o� 7; twa z I o0 o� mPA �m o v� �o S rn tO v 0 r a C a POCKET I I I q I z -0 ° c4i �D o� �o z� g 0 O ro SERIES 150 SENTla ALUM SLIDING GLASS DOOR (L.MI/S.M— AL- FAROOQ CORPORATION a CGI WINDOWS & DOORS ENGINEERS & PRODUCT DEVELOPMENT 235 S.W. 87 AVE 10100 N.W. 25TH STREET 3MIAMI, FLORIDA 33174 MIAMI, FL. 33172 TEL (306) 264.8100 FAX (305) 262-697$ TEL (305) 593 -6590 FAX. (305) 593 -6592 U COMP- ANL \Wt0 -31CGI DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH . X� DOOR HEIGHT I GLASS TYPES 'A' & 'Al ' GLASS TYPES 'B' & 'B1' INTERLLOCc KS W/0 REINF. INTERLOCKS WITH REINF. EXT.( +) INT.( -) EXT.( +) INT.(- 24-1/8 30 -1/8 36 -1/8 42-1/8 48-1/8 54 -1/8 80 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 1 60.0 80.0 1 80.0 60.0 60.0 80.0 80.0 60.0 I 60.o 80.0 80.0 24 -1/8 30 -1/8 36-1/8 42 -1/8 48-1/8_ 54 -1/8 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 1 60.0 80.0 80.0 24 -1/8 30 -1/8 36 -1/8 42-1/8 48 -1/8 90 60.0 W.-0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.o 80.0 24 -1/8 30 -1/8 36 -1/8 42 -1/8 48 -1/8 96 60.0 60.0 80.0 80.0 60.0 60.0 1 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 1 80.0 80.0 60.0 60.0 80.0 80.0 3/16" ANN. GLASS .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Solutio Inc. Or 3/8- AIR SPACE .090" 'Soflex Clear and Color Glass Inetrlayers' by Solutio Inc. APPUCABLE FBC EGRESS 090" 'DuPont SentryGlos Interloyer' REVIEWED BY AHJ. 3/16" TEMP. GLASS REQUIREMENTS TO BE by E.I. DuPont DeNemours & Co. INTERLOCKS INTERLOCKS W/O REINF. WITH REINF. GLASS TYPE 'A' 7/16. OVERALL LAM. GLASS toIL sit 3/16" HEAT STREN'D GLASS I� z m (A M W4 i PANEL WIDTH W PANEL WIDTH .075" 'Saflex -CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Solutio Inc. Or .090" 'Saflex Clear and Color Glass Inetrlayers' by Solutia Inc. 0 .090" 'DuPont SentryGlas Interloyer' by E.I. DuPont DeNemours & Co. 3/16- HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LTPES WIDER THAN 36" EPDM DUROMETER 85 ±5 3/8- AIR SPACE 3/16" TEMP. GLASS ILa z_ 03 cn M 3/16" ANN. GLASS .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Soiutia Inc. Or .090" 'Soflex Clear and Color Glass Inetrlayers' by Soiutia Inc. Or .090" 'DuPont SentryGlos Interloyer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS 0 O Wt GLASS CAPACITY CHARTS AIR SPACE CONSISTING OF SPACER : :0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Solutio Inc. Or .090" 'Saflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or .090" 'DuPont SentryGlos Interloyer' by E.I. DuPont DeNemours & Co. 3/16- HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 v. . GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS PRODUCrREVISED as complying wish tits Flares Baw*c«le JZ- es FOR STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. ( +) LOADS ARE 80 PSF A� t.i By Miami Dade Product ntro NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED) ON- ASTM E1300 =04 1(3 SEC.' GUST$) 7 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 CIVIL FLA. PE 1 7059? CAN. 3538 &D;E 0 r52 M I O Z ono 3 O W C4 Q cmv n a 2 o o cam) d � G 0t O M O CLQG O Nor O a IX N. Z y M J O(MyQ _j a bl e g 0 1 N Ln I M n in 3 O W Jv E N p to u7 in yN� p3Mw .n Z_ - I Z LL. to o V m W K K zz0 y K a � W W o x z x z UP P -ry 0 O N N 2 O . C O C a O a 1 p p M a m v° 0 ` 3 v o drawing no. W10 -31 sheet 7 of 16 3/16" HEAT.STREN'D GLASS w SILICONE GE SCS 1200 m DOW CORNING 899 a) z to DOW CORNING 995 z N M1 i I. \C3 O SETTING BLOCKS AT 1/4 POINTS ON LITES O ~ WIDER THAN 36" a EPOM W DUROMETER 85 ±5 W W GLASS TYPE 'A' 7/16. OVERALL LAM. GLASS toIL sit 3/16" HEAT STREN'D GLASS I� z m (A M W4 i PANEL WIDTH W PANEL WIDTH .075" 'Saflex -CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Solutio Inc. Or .090" 'Saflex Clear and Color Glass Inetrlayers' by Solutia Inc. 0 .090" 'DuPont SentryGlas Interloyer' by E.I. DuPont DeNemours & Co. 3/16- HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LTPES WIDER THAN 36" EPDM DUROMETER 85 ±5 3/8- AIR SPACE 3/16" TEMP. GLASS ILa z_ 03 cn M 3/16" ANN. GLASS .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Soiutia Inc. Or .090" 'Soflex Clear and Color Glass Inetrlayers' by Soiutia Inc. Or .090" 'DuPont SentryGlos Interloyer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS 0 O Wt GLASS CAPACITY CHARTS AIR SPACE CONSISTING OF SPACER : :0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interlayers With PET Core' by Solutio Inc. Or .090" 'Saflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or .090" 'DuPont SentryGlos Interloyer' by E.I. DuPont DeNemours & Co. 3/16- HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 v. . GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS PRODUCrREVISED as complying wish tits Flares Baw*c«le JZ- es FOR STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. ( +) LOADS ARE 80 PSF A� t.i By Miami Dade Product ntro NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED) ON- ASTM E1300 =04 1(3 SEC.' GUST$) 7 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 CIVIL FLA. PE 1 7059? CAN. 3538 &D;E 0 r52 M I O Z ono 3 O W C4 Q cmv n a 2 o o cam) d � G 0t O M O CLQG O Nor O a IX N. Z y M J O(MyQ _j a bl e g 0 1 N Ln I M n in 3 O W Jv E N p to u7 in yN� p3Mw .n Z_ - I Z LL. to o V m W K K zz0 y K a � W W o x z x z UP P -ry 0 O N N 2 O . C O C a O a 1 p p M a m v° 0 ` 3 v o drawing no. W10 -31 sheet 7 of 16 TYPICAL ANCHORS HARDENED TYPICAL ANCHORS ANCHORS TYPE 'A' �I�- ANCHORS IN CLUSTERS CLUSTER OF IN CLUSTERS IN CLUSTERS HIGH STRENGTH GROUT AT MTG. STILE & INTERLOCK ENDS 28Y WOOD BUCKS AT MTG. STILE & INTERLOCK ENDS - TYPICAL ANCHORS SEE CHART SEE NOTE SHEET 1 SEE CHART 80.0 IN CLUSTERS a a FOR - QUANTTIES 80.0 FOR QUANTITIES BY WOOD BUCKS AT MTG. STILE EDGE IS7' ° a ' a ° 80.0 80.0 _l SEE NOTE SHEET i &INTERLOCK ENDS a • . a -• - 84 80.0 - SEE CHART 80.0 - _ ED6 OIST, - ° 80.0 FOR QUANTITIES 80.0 80.0 a a .. ` ° � • 80.0 p • a . . EDGE' - 80.0 _ 75.9 80.0 UIST.' r •� a i I IT 1 I f - •.s a e• °o• e � g N In N N ANCHOR TYPE A o ANCHOR TYPE A - ANCHOR TYPE B INTO 2BY WOOD BUCKS '' THRU 1BY WOOD BUCKS '' DIRECTLY INTO 3 KSI CONCRETE OR WOOD STRUCTURES INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. �- - - - _ - AT HEAD - •- •- - - - - -­1 r - • - - - ' - AT JAMBS - - - - - - TYPE 'A'- 11A' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI TYPE 'A'- _ 1 /4' DIA_ ULTRACON BY 'ELCO (Fu =177 KSI, Fy =155 KSI) ' THRU 1BY BUCKS INTO CONCRETE I I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/4" MIN. EMBED INTO CONCRETE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE I I THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4# DIA_ ULTRACON BY 'EL CO' (FU-177 KSI, Fy-155 KSI) I I TYPE 'B'- 1/4' DA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy -155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED I I 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY TYPE 'C'- Tl4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPE 'C'- /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I I INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) + + STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) I I ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) L-_ - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - - - - - . - . - . - . - . - .� L- . - . - . - . - . - • - - - - - - • - • -1 - "- - • -- • - • - AT SILL -- • - • - • - - ANCHOR EDGE DISTANCES I TYPE 'B'- 1/4' DLA_ LILTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 Ksl) INTO CONCRETE OR MASONRY = 1" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. " INTO METAL STRUCTURE - 3/4" MIN. 11 =1 - MIN. EMBED - - - - - - - CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. SILL RISERS C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEE SHEETS 9. 9A, 11 & 11A FOR DETAILS AND SHEET 7 FOR CAPACITY ANCHOR TYPE B v ANCHOR TYPE 8 Q INSTALLATION CONDITIONS SHOWN APPLY TO DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE II BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH 1 POURED HARDENED DOOR HEIGHT INCHES ANCHORS TYPE 'A' �I�- ANCHORS NO- METALLIC /NON - SHRINKAGE CLUSTER OF 4 IN CLUSTERS HIGH STRENGTH GROUT 24-1/8 30-118 36-1/8 42-1/8 / 48-1/8 54-1/8 AT MTG. STILE & INTERLOCK ENDS VC = 5000 PSI MIN. - SEE CHART NOT BY C.G.I. MUST TRANSFER SHEAR FOR QUANTITIES LOADS TO STRUCTURE 80.0 a O a W w -JILL a e g II mN J TYPICAL ANCHORS M Q IN CLUSTERS AT MTG. STILE Z j & INTERLOCK ENDS 0 -� METAL - SEE FOR QUANTITIES STRUCTURES Q g a. c 0 WEDGE 0 � c� %± o' z �' = >a QO LLj= x m N o h G .i o o ANCHOR TYPE C ` .0 N "j INTO METAL STRUCTURES J Lal. Ul OR APPROVED MULLIONS - 10 2 DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'C' CLUSTER OF CLUSTER OF 4 6 4 24-1/8 30-118 36-1/8 42-1/8 / 48-1/8 54-1/8 60 60.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/13 54-1/8 84 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 _ - 80.0 _ 75.9 80.0 80.0 24 -1 /8 30 -1 /8 36-1/8 42-1/8 48-1/8 90 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 73.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42 -1/8 48 -1 /8 96 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 74.1 - 80,0 67.5 80.0 80.0 �Ic STD. OR ALTERNATE FRAME HEAD AND SILL. INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE •° NOTE: ANCHOR CAPACITIES LISTED ON THIS ERgr JAVAO AHMAD SHEET TO BE USED IN CONJUNCTION E # f1.A. PE � 70592 WITH GLASS CHARTS ON SHEET 7 CAN. 5M TYPICAL ANCHORS LOWER APPLICABLE VALUES CONTROL. V IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES D e C .*,THIS SIZE .ONLY - U$E­CLUSTER OF 6 FOR ANCHOR TYPE B with die I Iltding Code x>ot8nce No _ 9 N N I O w `� Jv t!1 � _ (V U) �N ° : tV � ; to 0 Al a 3 - Z z I 30 ..9 �° 9 [� 1aWN- y W $ W W y� a v 9 � zz s � C Q N Q N O Ra f/1 O O O N o :- o I I M drawing no. W10 -31 sheet 8 of 16 d . i< i. I \ rn v r%M revti.nvr%a THREES) TRACK DOOR DETAILS _U I O 0 N It C O O J M U L3 d' WEEP SIZE 1/4- Q X 1 /8° p W M M 0 aaa 8 REFER TO SHEET 8 FOR VARIOUS 0 I• g ; INSTALLATION CONDITIONS. W .0 W Vj OPTIONAL SLANT SILL ADAPTORS �cn N W O 0 W v DECORATIVE C7 0 pf 24 SILL COVER cn OPTIONAL _ U) N i rl z 0 M N I ZZ_t^ II O `n III 0 —.9 ILL RISER EQD. FOR LOADS BOVE +60 PSF CIVIL FLA. PE # 70592 CAN. 3538 05 SILL RISER EB.i REQQ. FOR LOADS ABOVE +60 PSF Vul)UCH'MIfl M bmg with the Flalb code No2'7oo c M� 8 z8 �0 Q m W K v a a In d N N r- � N N Q O O W fV � a p1 tl pN7 � p M drawing no. Wl 0 -31 sheet 9 of 16 • IWil u i o 1M lv- - -- a — ANCHORS [M M ( O O d1 J Q �a o OW a� -WEEP ,SIZE' 3/4° X 3/1 V OCO REFER TO SHEET $FOR VARIOUS W ro INSTALLATION CONDITIONS. D a d a O °a t- r� O Q W W W � W - o —IAA M OPTIONAL SLANT SILL ADAPTORS < W zi z "(� a _j Q � W ,. FOR ANCHORS ILL RISER EOD. FOR LOADS BOVE +60 PSF CIVIL FLA. PE # 70592 CAN. 35;38 ALTERNATE THREE (3) TRACK DOOR DETAILS �DECI#5 2012 �, -mil N 9W 9 I � h MM Xi o rgi 0 � O U.1 DECORATIVE c o �x ?� SILL COVER OPTIONAL to N n°w Ali ?y(VM co a p�Mrn Z rc tFi ?z i M O0LL � 1 II II 0 c9oa _j U - a W �, -mil 9W 9 g SILL RISER E8.t RE00. FOR LOADS MM Xi o ABOVE +60 PSF 0 � W N Ali cWaJ y a W a rc z 1 II II 0 11 II Q p 1 41 J a r- o N ° pM � M wft dw -F1M18 �01Z- j• �b � � W _ drawing no. hwuct Contra sheet gq 0f 16 �, -mil TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM o. b . 4. d d W W Q TYPICAL FOI iX6 OR LARGER WOOD BUCKS 0 EL WIDTH D.L.O. oho EXTERIOR OAANFI WnnTw WOOD STRUCTURE 0 0 0 D.L. OPG. 1NEL WIDTH DOOR Q #10 X 1 -1/4° SS PH SMS 1 PER CUP 1/2° MAX. 1/4° MAX. LOAD BEARING #8 X 3/4° SS M21 FH SMS LOAD BEARING SHIM 1 PER CUP M2 SHIM TYPICAL ANCHORS tl TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING II FOR SPACING n _ a II . a n• II . ° METAL STRUCTURE - - - - n ° W ta'i [W EXTERIOR EXTERIOR Engr. JAVAD AHMAD CML DOOR FRAME WIDTH pUCTREMED FLA. 70592 as co�yfng vd& dW0 Fkagn AtxeptaaceNo6 WW 21 low I tb— 4CAN. By 1 Dade Proms Control THREE (3) TRACK DOOR DETAILS I 0 O � N � O O J �? " IL O� �LL vo � Q'0Wm O a< Oy��� Ln � W G I✓ N v I rn Ow °� Cr"q rn NM � 03M M ZZ�� 3Q .o O W EL' N a z O z° = a N�I4�°iol. o ° o N O t7 I n � a v '� drawing no. W10 -31 sheet 10 of 1A M QOV QIJCCT Q o'nn ww�nunnc- C. SEE SHEET 8 FOR ANCHORS HI C1 I II � 2 O = a cr o H W D1 0 SILL TER READ FOR LOADS A8 +60 PSF WEEP SIZE 1/4d, X 1 /E "W REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE 2 SILL COVER OPTIONAL � r�l II I II II �I II II J SILL RISER E8.1 OPTIONAL FOR LOADS OVE +60 PSF 5 �1 II 1 II 11 II II .�I it II J PRODUCT REVISED Engr. JAVAD AHMAD j.. " . • • • • L as complying wits the Florida CIVIL a BuOdiug Code FLA. PE &P2 _ a 1 A N .+ u '/ i I CAN. M I , I 3 KSI CONC. By e: EDGE DIST. 1.3/4 D-Bdg PY dtvA Control' MIN. SEE SHEET 8 FOR ANCHORS 5 N12 TWO (2) TRACK DOOR DETAILS 41 M I 0 Z n 3 O (L a OJ M U wig '-f O' (>' S 0 K ( < A C �OD r Q0 W L W sn Q Zg W 2: cm s v M I 0 °w o 8 = tV p Cn 3 CN Ed °o z� �o U °� k WWWp y ggN m; O m w R� 93 a CZZ7 V1 Va. qj a. U 99 ¢ � W zz x co r .�+ ai o ai a o ° o m "O .. ." o ° i e N >� n id O V drawing no. W10 -31 sheet 11 of 16 i M CCC CLIC "r Q Cftn •hl^u^s SEE SHEET 8 FOR ANCHORS 0 z EDGE DIST. N a I _ 3 KSI CONC. W. C1 I II � a 0 x 8 I- o W D1 n —� WEEP SIZE .3/4'-X'.3/! SILL iSER REQO FOR LOADS AB +60 PSF REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIvE SILL COVER OPTIONAL PRODUCT REVISED • •I .. • ........ I as compl*g with the Marl& '�'gj 16 a t Acceptance No l2 C. M6 Date 4: • I °. < ; 4• ... 3 KSI CONC. EDGE DIST. ° 1 3/4a• ' f .%Barns Dade Ptndu A rOR ANCHORS SIN' SEE SHEET 8 FOR ANCHORS ALTERNATE ALTERNATE TWO (2) DOOR DETAILS DETAILS SILL RISER OPTIONAL FOR LOADS 7 OVE +60 PSF I II ' u CIVIL FLA. PE 70592 CAN. 38 0 5 2012 M I 0 Qg N 2 �a. c 0 Ow j% 0� M 0 aQa s N W. La.zN -o aW�� J � v F cn a OOH z ofl- En LL: ) c "I T N _a 3i: "' Ln ul Z z ,. 30 - V U co F= K CZ] W a' K p N C V a a U W Z Mimi t%J r N 0 Q R l N N . C C C C V O s O � ro � � M o drawing no. W10 --31 sheets 1 Aof '-oil .�. s TYPICAL ANCHORS TYPICAL FOR SEE NOTE SHEET 1 1/2° MAX. WOOD STRUCTURE SEE NOTE SHEET 1 EXTERIOR L1 1/2" MAX. IAD REARM SHIIMM�— 1 II WIDTH TYPICAL ANCHORS SEE ELEV. a - • • � FOR SPACING ' p P P Op. eg4,NGMW± cgtppliins with � Oiift S. Dm roduct Contm TWO (2) TRACK DOOR DETAILS 1/4' MAX. CmL FLA. PE 70592 C.A.N. 538 052012 M I O O� Q g a a �c o U Ow vn M 0 < 0 w o N. Z rn M Q W N I r� O w all- Lc 3 NM's a� rn ZZ�� 30 HCHORS ING OZ ch N Ln C (1 iC m o y 0 V -a y v v m i� i = z i a N N O y V O O O yy o u O W 10-- J: r 0 � i n N m � M o m L.vj v drawing no. W10 -31 sheet 12 of 16 POCKETED JAMB TYPICAL ANCHORS TYPE A. 8 OR C M O AT 6" FROM ENDS AND 9" O.C. MAX. 1 -1 /2" MIN. WOOD EMBED 1" MIN. 1 -1 /4" MW. BLOCK EMBED 1 -3/4" MIN. CONC. EMBED EDGE DIST. 1/8" MIN. METAL THICKNESS BLOCK V WOOD / / / /// m� ................. mN F- J U EXTERIOR 0 a POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ TYPICAL PAD PILE INSULATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR M 1 0 C W N d N M a. 0 C O O M " 1 A C1 C daa 8 O 03 X32 N LLz .o t 10 �► j�� Q W N N � 1 W w 8 o Ow M in �v �� 0 fVrj co 0 rn Z_ :i Uag � � O W Oz CK ` 0. V O) o 0 w z x z V l7 ^ N JAVAD AHMAD 1 u CIY11. O 4 RE V0592 �' M ' A.N. 38 s � o Y 052012 drawing no. W10 -31 sheet 13 of 16 4.735 .070 5.921 .070 1.340 675 .120 .860 8 1.250 .995 .050 •g75 .995 975 L050 3.255 � 1.184 Fes-• 1.1$4 M- 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 GLAZING BEAU GLAZING BEAD 4.735 -5.921 LAM. GLASS INSUL. LAM. GLASS 070 -� .8� .070 O TOP 1.508 - 1.186 915 1.250 .915 /BOTTOM HORIZ 3.000 .725 .065 .664 e 060 1.501 E3.1 ALT. FRAME HEAD (2 TRACK) 13.1 ALT. FRAME HEAD (3 TRACK) 1.490 .070 1 415 .125 M2 FIX. PANEL CLIP .156 WK I Et FRAME SILL (2 ■mr; )0 E1.1 ALT. FRAME SILL (2 TRACK) Im 0 FRAME SILL (3 TRACK) A --1 .120 EXTERIOR INTERLOCK (01 070 1366 .695 3.750 2.755 - '265 .125 E8 SILL RISER (OPTIONAL) 1.6t0 1 1.415 .06 3.188 L IL Fm-- 2.005 -m i 070 0 )0 1.625 ES INTERIOR INTERLOCK .582 1.186 E2.120 - POCKET HOOK ALT. FRAME SILL (3 TRACK) 1 501 .060 1.831 3.750 E6 MAIN STILE 3.000 r7-0.5 1.770 ASTRAGAL (OPTIONAL 2.755 .156 3.750 1.920 125 3.000 .155 1 870 E4 EXTERIOR INTERLOCK .070 0 2 3.572 3.510 SILL 1.825 .070 r - , .600 , .870 I r 125 •3, 0 1.255 = E: ,2 nnr%- 2.005 OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE 0 INTERLOCK REINFORCING E23 OUTER TRACK ASTRAGAL (OPTIONAL) 1.340 U_ M 1 0 Z n 2 3.255 H w ro 4.250 a a o iA 070 Q 190L -0 v a m © DO: >w 8 TOP /BOTTOM HORIZ (OPTIONAL) O d a p 1 3.000 C N 07o j E W a1� 1.490 1.415 1 'TIONAL) 2.005 � 1 MAIN STILE (OPTIONAL) a 3.000 O w 0 v.095 7 � m � = n1 0 .870 N 1.770 1.415 3 . 3.572 .060 0 3 01 Zz� 3 70 2.005 0 INTERIOR INTERLOCK (OPTIONAL) 572 Ll mw ji .741 0 m Cn .625 ww�� 2.591 3.341 y 9 062 mz °$mzz 2.670 I- � N .6'25 I"�' . Q N N O y O O O N ZONAL) E8.1 SILL RISER (OPTIONAL) 0 AHMAO L FLA PE 70592 n CAN: 538 RODUCTREVDW cOWAYing with the FlmidS c Building wggemc� oAl- s O v °n drawing no. Product Control ' W1 0-31 DEC 5 2092 sheet 14 of 16 :-L __, 1 v CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI -183 FRAME SILL 2 TRACK 6063 -T6 CGI EXTRUDER - E1.1 CGI -150 ALT. FRAME SILL 2 TRACK ' 6063 -T6 CGI EXTRUDER - E2 CGI -151 FRAME JAMB 2 TRACK 6063 -T6 CGI EXTRUDER - E3 CGI -186 FRAME HEAD 2 TRACK 6063 -T6 CGI EXTRUDER - E3.1 CGI -152 ALT. FRAME HEAD 2 TRACK 6063 -T6 CGI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 6063 -T6 CGI EXTRUDER - E5 CGI -154 INTERIOR INTERLOCK 6063 -T6 CGI EXTRUDER - E6 CGI -155 MAIN STILE 6063 -T6 CGI EXTRUDER - E7 CGI -15,6 TOP & ,BOTTOM_ HORIZ 6063- T6 .,_. CGI .EXTRU[ ER E8 CGI -157 SILL RISER 6063 -T6 CGI EXTRUDER - E8.1 CGI -181 ALT. SILL RISER(OPTIONAL) 6063 -T6 CGI EXTRUDER - E9 CGI -158 ASTRAGAL 6063 -T6 CGI EXTRUDER - E10 CGI -159 INTERLOCK REINFORCING (LENGTH - FRAME HT. - 8-) 6063 -T6 CGI EXTRUDER - E71 CGI -182 FRAME SILL 3 TRACK 6063 -T6 CGI EXTRUDER - E11.1 CGI -160 ALT. FRAME SILL 3 TRACK 6063 -T6 CGI EXTRUDER - E12 CGI -161 FRAME JAMB 3 TRACK 6063 -T6 CGI EXTRUDER - E13 CGI -185 FRAME HEAD 3 TRACK 6063 -T6 CGI EXTRUDER - E13.1 CGI -162 ALT. FRAME HEAD 3 TRACK 6063 -T6 CGI EXTRUDER - E14 CGI -168 OUTER -TRACK ASTRAGAL 6063 -T6 CGI EXTRUDER - E15 CGI -170 POCKET HOOK 6063 -T6 CGI EXTRUDER - E16 CGI -121 7/16° GLASS GLAZING BEAD 6063 -T5 CGI EXTRUDER - E17 CGI -123 1- GLASS GLAZING BEAD 6063 -T5 CGI EXTRUDER - E18 CGI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063 -T6 CGI EXTRUDER - E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063 -T6 CGI EXTRUDER - E20 CGI -155A MAIN STILE (OPTIONAL) 6063 -T6 CGI EXTRUDER - E21 CGI -156A TOP & BOTTOM HORIZ (OPTIONAL) 6063 -T6 CGI EXTRUDER - E22 CGI -158A ASTRAGAL (OPTIONAL) 6063 -T6 CGI EXTRUDER - E23 CGI -168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063 -T6 CGI EXTRUDER - E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063 -T6 CGI EXTRUDER - E25 CGI -184 2 & 3 TRACK FRAME SILL SCREW COVER 6063 -T6 CGI EXTRUDER - E.26 CGI -187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063 -T5 CGI EXTRUDER - E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063 -T5 CGI EXTRUDER - Mt CGi -382V GLAZING BULB VINYL (DUROMETER 75 -80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2- LONG) 6063 -T5 - 2 ® FIXED PANEL M2.1 CGI -171 ALT. FIXED PANEL CUP (2 -1/2- LONG) 6063 -T5 - 2 0 FIXED PANEL M3 CGI -173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI -176 FRAME HEAD ANTILIFT & PAD PILE WOOL /NYLON SULLIVAN 1 PER INTERLOCK /ASTR. M71 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - M12 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL /PVC SULLIVAN - M13 TA -51 ST /ST ROLLER ST /ST AMES BURY OR EQUIV. 2 PER PANEL M14 SGD -500 MORTISE LOCK ST /ST SULLIVAN ATTACHED TO SGO -503 M14A PS01- 0036 -117 MORTISE LOCK ST /ST INTERLOCKS ATTACHED TO M16A M15 SGD -507 KEEPER ZINC SULLIVAN INST. W/ 2 #1OX3 /4- PH M15A SGD -507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4- PH M16 RI<7 6A'-' SGD -503 PSG -003b f i 7 RECESSED ADAPTOR RECESSED ADAPT OR w ZINC ZINC w. SULLIVAN INTERLOCKS INF . W /A,2 #1,0X3/4 INST. W/ 2 # 10X3/4- FH Mil SGD -5500 HANDLE SET ZINC SULLIVAN /INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL SULLIVAN OR EQUIV. 4 PER PANEL P OE M21 CGI -174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK /ASTRAGAL M22 CGI -175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. r E S2 - #10 X 1 1/4- LG. OHL. PH. SMS. ST /ST. ASSEMBLY SCREW I - - 2 OR 3 PER CORNER I P E2 4.765 0 .510 060 .260-1 L.640 FRAME HEAD COVER 1 .640 .3441 .060 -mi I- -.625 FRAME JAMB (2 TRACK) kj FRAME JAMB (3 TRACK) LEG OPTIONAL 1.750 .650 $ I •340 080 J I 1.625 ALT. FIX. PANEL CUP FRAME SILL COVER .243 -1i I: 1.791 .060 Q FRAME JAMB COVER LOCK: LOCK SYSTEM BY 'SULUVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD -500) (PS01- 0036 -1 17) ZINC, : RECESSED. ADAPTOR a(PART , #SGD- 503),_(PSO1- 0036- 1 -1.7) , ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD -507) (PART #SGD -507N) Engr. JAVAD AHWp CIVIL FLA. PE / 70592 ` AA_ C.A.N. 3538 ce�� DEC 5 2012 I a O h 3 W IL 0 o 0d 4Q! LL 0 d M cyD>m 8 O IL q� A 0 Q W LL?U'= W I- N � I M I O Ow W to rn 3: N ; w p3M w Z z L, 30 - rn N O W 3W W R 3 N I a U U °z zz x 0: d 0 0 i a O M a : u drawing no. W10 -31 sheet 15 of 1 6 3 s.. :1 W R N T a O N R V1 T O z of 0 �M r g n. n g ° 0 N a n b revisions: A6 date Zr a dote: os -2o -10 fD o _ NO CHANGE THIS SHEET D —' o = =010' 3/8• m 1 NO CHANGE THIS SHEET 08.29.12 0 I dr. by 12.04.12 W 7 REV. PER RER COMMENTS chk. by: p� —A p b revisions: A6 date t>y description C.. 04.29.11 _ NO CHANGE THIS SHEET D 10.10.11 NO CHANGE THIS SHEET 08.29.12 HEAD & SILL REVISED F 12.04.12 REV. PER RER COMMENTS Ik r I iu. �V • m Z ap F m". --o- r-@ 1�p 1�p " - I 1�p " DES ISO MM ALUM MG M AL- FAROOQ CdRPORATION a CGI WINDOWS &DOORS ENGINEERS & PRODUCT-' DEVELOPMENT 1235 S.W. 87 AVE 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174.h MIAMI, FL. 33172 TEL (305) 264 -8100 FAX (306) 262 -6978 C TEL (305) 593 -6590 FAX (305) 593 -6592 COMP- ANL \W10 -31CGI I