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WS-13-2228t 4i %A, Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 379 NE 94 ST Permit No. OCT 02 2013 FBC 20 Master Permit NoAS 13-2222 ROOFING City: Miami Shores County: Miami Dade Zip. 33138 Folio/Parcel #: 1132060136130 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): WILLIAM J JONES Phone #: 305 - 789 -4758 e,m-- 379 NE 94 ST City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: CONTRACTOR: Company Name: ETC... UNLIMITED, INC Address: 7554 SW 113 CT City: MIAMI State: FL Qualifier Name: CARLOS A. OTERO State Certification or Registration #: CGCO035966 Certificate of Competency #: Contact Phone #: 305 - 282 -7313 Email Address: DESIGNER: Architect/Engineer: r2r✓iq/t dp Got-t22. P 6A, Phone #: Up: 33138 305- 282 -7313 qp. 33173 305- 282 -7313 Value of Work for this Permit: $ 1.600-00 Square/Linear Footage of Work: 152.!J: S F Type of Work: ❑Addition DAlteration ❑New ORepair/Replace ❑Demotion Description of Work: REMOVAL & REPLACEMENT OF NEW IMPACT CASEMENT WINDOWS ( 6 Color thru tile: 'Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ _ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Comp V y's Address City State Mortgage Lender's Name (if applicable) Mortgage Lend'er's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or The foregoing instrument was acknowledged before me this day of , 20 A by fMIZZ- 19,1-1 , who is personally known tome or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED BY Signature Co tor The foregoing instrument was ac owledged before me this 20A-1h day of 6eot 20 -Q, by CaV-1 OS 4� • O+e- �-P , who is personally known to me or who has produced identification and who did take an oath. N ARY PUBLI Sign. Print: 5 h Notary Public - State of Florida My My Comm. Expires May 17, 2015 Commission # EE 94433 Bonded Through National Notary Assn. Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) MBISSA RCDRh� My CMUSSION d EE 0020 EXPIRES %Au9ust 10, 2014 �s<x� Zoning Clerk * CERTFICATE CW ELEC N TO HE EXEMPT M FLORiA WORKEgT C EST L�4� x CONSTRUCTION INDUSTRY E pTI Thismiiifies that the ifldir�d�aaI �is�cib��ic�W has ele- �t�et#to be exer��fro -rrtEGu�it�•.�efs'C,Pensaat�n Imo. EC�7k ET ?1�3 EI.T DATE: DSO& OTERO tLOS REft 592536048 O1'SSSt ET.e..uN TER mic. '7554 SW 113 COURT MtAM FL -339 73 SCOPES Of I30SMEM IR Tom: LIC—EMSED CENT ODNTRACTDR OFS+2dMC-252 CERTIFICATE Or ELFC"n N To EjEEMpT p�'I5�'i 07_p2 K VUERT { W134MG STATE OF FLORIDA DEPARTMENT OF Saa -T MSS AND E'1t0,F 9S1ONAL REGULAT:rox CONSTRUCTION INDUSTRY LjC=sXXG BOARD TAL1940 , NORTH MONRQE STR LAHAASSSSSEFLT32399 -0183 ETCRUNLIXIT$ip INC 7554 S.W. 113TH CT. XTAXX PL 33173 (850) 487 -1395 Congratulations! With this Ilcense you become one of the nearly one million Floridians licensed by the Department of Business Professional ! STATE OF Fl. 6RW,a� - -" AC# 6 2405 19 DLPh?"t'T }T and Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barb"ue restaurants, and they keep Florida's eoonamy OP BTYSIN999 � P Q�'gs �aL�AL R$(#Cir,AT TON strong, ' Every day we work to improve the way we do business In order to serve you better.' C00035966 0010i:Y- ,2 120049234 ' For Information about our serviess, pisase tog onto www,myftorldallcenae.com, There you can end more Information about our divisions and the regulations that Impact C ATI� =�D „•• }g C4NTAACTOR OTHRO, G you, subscribe to department newsletters and learn more about the � °•= Department's initiatives. ; STC t7NLIb1A� Our mission at the Department Is: License Efficiently, Regulate f=airly. We ' constantly strive to serve you better so that you can serve your customers, Thank you for doing businer*s In Florida, and congratulations Xs CZATTl'T= on your new ilcensei, uud&r tna gro•v,tsionA at ch.489 rs ftir),'Lva 4-- AUG 31, 2014 L12080102107 6240519 DETAOH HERE DEPARTMENT Oggg� aQSTN'99S D PROJpE6& ORAL RE tTLATION i CONI�TkIOCTTON ZNDUf#TRX' L CFNJzNG g3W SEQ #x.12080102367 i 88 OZ 201.2' 120049'230 JCGC03S96 6 `'�.. <j,`:`'%.K•;? : ,x”' The GENERAL CONTRACTOR ti. 00 ,•.. .,.;:: Named below IS CERTIFIED Under thin xow. 'to- Expiration ,. • ", F la�.ane a� Ch a�, ; dot t: e : A t�G . 3 Z i 2 414 . , ' ; ty as �.' ;,'.,.. , ,,•• • : , OTXRO, CARLOS A ETC UNLIMITED INC MIAMTS.['$. 113TH CT. FL 33173 RICK. SCOTT GOVERNOR 4 it A WOERR Q06: 4r 9 /,Rp j zed£ XEN LAWSON 3ECRETUY i ! :rs bzZ TO:3058830991 tmfiER 10,02014 husiJant to.CcKi"iy Code Chikptdt $A —Artl Sk 10 P, i 1 M AMP MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov /economy, CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (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 assurprnce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details ", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Renewal 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. REVISION 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 renews NOA No. 12-0221.10 and consists of this page 1 and 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. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08- 0331.07) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details ", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al Farooq Corporation, signed, sealed and dated 12 /10 /12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked up drawings and installation diagram of casement windows mulled using a 1 "x 2 "x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL- 0080 - 0105 -08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu'J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1 "x 2 "x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -96 -525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95- 0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- -0080- 0303 -96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95- 0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/10/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0221.10) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic R772L� . E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March A 2018 Approval Date: February 28, 2013 E -1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL- 00804105 -08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080- 0303 -96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy- S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI -96 -525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95- 0929.39) G. OTHERS 1. Notice of Acceptance No. 12- 0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion — L.M.I. ", approved on 05/10/12 and expiring on 03/28/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E -2 A MIAMI•DADE MIAMI —DADE COUNTY, FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 _NOTICE OF ACCEPTANCE (NOA) N "yw.miamidade.gavieconomv CGI Windows & Door 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series 238 Alum. Fixed Window ", sheets 01 through 12 of 12, dated 02/19/99 with revision "I3" dated 07/31/13, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Renewal 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 LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 renews NOA No. 12-02146.06 and consists of this page I and evidence pages E-1, E 2 and E- 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. a MMMO NOA No. 13 -0606.06 MIAMI DADS C4 Expiration Date: October 26, 2018 Approval Date: August 15, 2013 c� o? Page I CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1114.06) 2. Drawing No. W99 -10, titled "Series 238 Alum. Fixed Window", sheets 01 through 12 of 12, dated 02/19/99 with revision "H" dated 07/31/13, prepared by Al Farooq Corporation, signed and sealed by Javad Abmad, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94, along with marked -up drawings and installation diagram of an aluminum project out window, prepared by Hurricane Engineering & Testing, Inc. Reports No.'s HETI -08 2143, HETI -08 2144, MTI -07 -4298 and HETI 07 -4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08-1114.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "D-N' fixed window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588 -04, AAMA 1302.5 -04 and CAWM 301-04 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL- 0080430147, HTL-- 0080 4905 --06 and HTL- 0080 - 0905 -07, dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA AIs No.'s 08-1114.06 and 06- 0928.03) 3. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94, along with marked --up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL- 1209.01 -94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P. E. (Submitted under previous NOA No. 96-- 0717.04) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-0606.06 Expiration Date: October 26, 2018 Approval Date: August 15, 2013 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202-94 4) Large Missile Impact Test, per SFBC, PA 202-94 5) Cyclic Wind Pressure Loading, per SFBC, PA 202 -94 along with marked up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL9080 -0303 96, HTL- 0080 - 0303 -96, HTL -0080 -1107 98, HTL-0080 -1127 98, HTL- 0080 - 0606 -99 and HTL- 0080 - 0203 -99, dated 03/06/96, 09/08/96,12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA's No.'s 96- 0417.03, 98- 0709.05, 99- 0329.01 and 01- 0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by AI— Farooq Corporation, dated 02 /02/12, signed and scaled by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0214.06) 2. Glazing complies with ASTM E1300 -04/ 09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al— Farooq Corporation, dated 05/06/13, signed and sealed by Javad Ahmad, P. E. r " , ,5`,• Jaime D. Gasc P. E. Product Control Section Supervisor NOA No. 13-0606.06 Expiration Date: October 26, 2018 Approval Date: August 15, 2013 E -2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Report No. FTI4673, issued by Fenestration Testing Laboratory, Inc., dated 04/07/06, signed and sealed by Edmundo J. Largaespada, P. E. (Subnufted under previous NOA No. 08- 0206.03) 3. Laboratory compliance letters for Test Reports No.'s HTL -0080- 0301 -07, HTL- 0080990546 and HTL-0080490547, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P. E. ( Submitted under previous NOA's No.'s 08-1114.06 and 06- 0928.03) 4. Laboratory compliance letters for Test Report No. ATL- 1209.01 94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P. E. (Submitted under previous NOA No. 969717.04) 5. Laboratory compliance letters for Test Reports No.'s HTL- 0080 -0303 96, HTL -0080 -0303 96, HTL- 0080 - 1107 -98, HTL- 00809127 98, HTL- 0080 - 0606 -99 and HTL - 0080 - 0203 -99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09108/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA's No.'s 96- 0417.03, 98- 0709.05, 99- 0329.01 and 01- 0918.01) G. OTHERS 1. Notice of Acceptance No. 12- 0214.06, issued to CGI Windows & Doors for their "Series 238 Aluminum Fixed Window - L.MS ", approved on 05/03/12 and expiring on 10/26/13. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-0606.06 Expiration Date: October 26, 2018 Approval Date: August I5, 2013 E -3 MIAMI - ADE MIAMI DADECOUNTY,.FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wumaniamidade.gov /econow CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, F1.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by -Miami -Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity 'Hurricane Zone. DESCRIPTION: Series 11238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series 238 Aluminum Casement Window ", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28113, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal 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, modeltseries, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 and renews NOA No. 12-0229.08 and consists of this page 1 and evidence pages R-I, E-2 and E-3, as well as approval document mentioned above. The submitted.documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.14 MIAMI•DADECO Expiration Date: October 26, 2018 M ' Approval Date: March 21, 2013 Page 1 k � CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -100, titled "Series 238 Aluminum Casement Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28/13, 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 "B-A" outswing casement window, Grade 10, Level LV 1 per ASTM. F 588 -04, AAMA 1304 -02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum casement Sliding Window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF - 1109.01 -12, dated 11/20/12, signed and sealed by Henry Hattem, 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 20294 4) Forced Entry Test, Type "B -A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -04, AAMA 1304-02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No.'s HTL -0080- 0301 -07 for specimen A and B and HTL -0080- 0905 -07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1010.02) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked --up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2143, HETI -08 -2144, HETI - 084287 and HETI -07- -4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) E -1 Jaime D. Gascon E. Product Control Section Supervisor NOA No. 12- 1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 p 4 � CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HT"080 -0303 96 and HTL- 0080 - 1107 -98, dated 03106/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96- 0417.03 and 01-1002.03) 5. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type "B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -94, AAMA 1302.5-76 and per. SFBC, PA 202 -94 5) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987 -88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -1003 and FTL -1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA No. 96- 0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 11/30112, signed and sealed by Javad Abmad, P. E. 2. Glazing complies with ASTM B1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08125/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12- 1231.10 issued to Eastman Chemical Company (MA) for their "Sallex Clear and Color Glass Interlayers" dated 03/21/13, expiring on 05121J16. Jaime-D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 E -2 . 4, i CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 06114/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 11/30/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. ATLOSF- 1109.01 -12, issued by American Test Lab of South Florida, Inc., dated 11/20/12, signed and sealed by Henry Hattem, P. E. 3. Proposal No. 12 -1600 issued by Product Control, dated 08/22/12, signed by Jaime D. Gascon, P. E. 4. Laboratory compliance letters for Test Reports No.'s HTL- 0080 - 030147 for specimen A & B and HT1-0080- 0905 -07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10112/06, both signed and sealed by Vinu J. Abraham, P. E. (Sub »witted under previous NOA No. 08- 1010.02) 5. Laboratory compliances letters for Test Reports No.'s HETI -08 2143, HETI -08 -2144, HETI48 -4287 and HETI -07 -4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 1010.02) 6. Laboratory compliance letters for Test Reports No.'s HTL - 0080 - 0303 -96 and HTI, 0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03106/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96- 0417.03 and 01- 1002.03) 7. Laboratory compliance letters for Test Reports No.'s FTL-1003 and F11-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96- 0417.03) G. OTHERS 1. Notice of Acceptance No. 12-0229.08, issued to CGI Windows & Doors for their Series "238 Outswing Aluminum Casement Window L.M.I. ", approved on 05/10/12 and expiring on 10/26/13. E -3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 ti 1.1 2. 2, 1 CLIP ANGLE 6063 —T5 E Q ro ® e a � � MULLION CLIP FOR 1TUBES CGI -383 6063 —T6 (ALT. TO 2 PIECE CLIP) MULLION CLIP FOR 2BY TUBES CGI -395 6063 —T6 (ALT. TO 2 PIECE CLIP) TYPICAL GLAZING PRODUCT 1.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 —T6 MIN. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ON�.Y NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY `HURRICANE ZONE (HVHZ). ® �O ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE I; APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER ;INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. HORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHAD_ BE BEYOND WALL COVERING (STUCCO, TILE ETC.). CON INSTRUCTIONS: ARE NOT` PART' OFDTHIS AP ROVE THAN THOSE SHOWN IN THESE DETAILS USE CHARTS AND GRAPHS ASoFOLLOWS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. T DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT STEP 1 FOR PARTICULAR OPENING. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. En9r. JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT FLA. PE�L 70592 APPROVAL. C.A.N. 3538 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH g1gQDUCTIdE� STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 8Scmpj,.&Swj&*cModdm IN STEP 1 ABOVE. otstidingCode 17.1 USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS AAxg�eNo p a{� STEP ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. BY C 10 2012 Mit,mi Dade P. ^" z 0 (L tit O o o, 0 a 0 S li z 3391 ot WN2 a 0 z a E z 0 a w z O J M N 07 0 ID M ClW Ir cv �V-) C-4 cl c� M ONE rn LO Z z J Ii Ln O � 9 U `[ 0 0 d 5 W d W U .i O v 0 W V N m o cr W b o ma�k' dT z z m C y 0 C, 0 rn i n o N s A d � drawing no. M95 -13A sheet 1 of 5 0 I m , I MULLION LOAD CHART � N « m .-1 « m m « Nm °a o L° Jm C3 H N m D� m .a m Lq m V m m LL N a 0 O J z N O BE ' NO STEEL CGIIX2 ■ ■ ■ ■ ■ ■■ N z GLAZING GLAZING 0 .PRODUCT PRODUCT 3 M III rl LO GLAZING GLAZING ^ PRODUCT PRODUCT Q Q 0 lz � I MULLION SPAN _I zz 0 43 IX S r rn Q U) ro co W ON[ to r7 TYPICAL MULLION ARRANGEMENTS _I o z° z, °o Wl w2 WIDTH (W) - + J 2 m U -m Mal04■■■■■■■u \ ■I ■„�,■■■■■■■■,', 1M N ■\E■■■■ ■■■ 20 25 3d 3S 40 4S 50 55 60 65 70 7S 80 85 TRIBUTARY WIDTH - INCHES MI TI I Tnm 1 r18r1 r NART 2;4x1 /8 ALUM. TUBE NO STEEL CGI2X4 s ;v Jaf 1/4 11 a 0 0 J z ca H W O U. N a 1 O J z E3 H t!t W 0 m MULLION LOAD CHART ix3x1 /B ALUM. TUBE ~ NO STEEL CGI1X3 v 9 9 V 1 R.LON i W{ I 0111) 1 fl - 11�41�LJ MI 11 I Tnill I nAR r"I4APT 2x6x1 /B ALUM. TUBE ~ NO STEEL CGI2X6 . l .. 1 11 1 . 1 W 744/4- 3 2S 30 35 40 4S 58 55 60 65 70 75 813 85 20 25 30 31-5 40 45 bW bb b0 bb /V i5 010 a TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES I( M i VERTICAL rn z a MULLION N z GLAZING GLAZING 0 .PRODUCT PRODUCT 3 M III rl LO GLAZING GLAZING I( M i W 1 W2 0 C d rn z a Z C >- N ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE cn Q2 HORIZONTAL MULLION R Lu i Z N O 0° M III rl LO GLAZING GLAZING ^ PRODUCT PRODUCT Q W 1 W2 0 C d N ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE O L h A a mg O HORIZONTAL MULLION R Lu i Z N O J M III rl LO GLAZING GLAZING 3 x x p1 VI . W W C7 t7 S U U O O z z NOTE; n MULLIONS. RATED IN THESE CHARTS MAY BE ORIENTED 0 ° o VERTICALLY OR HORIZONTALLY. a O W (INTERPOLATION BETWEEN WIDTHS ALLOWED) pp,0DlJCT RLlL d --lW —D Engr. JAVAD AHMAD rn n lL°'i eazr,piyl,13 vfjfs>t $4?g!4$E� .+ CIVIL N N y,Aujlding, C0'j t 2.. i"0 -t�j N. 538 FLA. PE � 70552 � PoCa ep1 she Y�Ifl i `s CA m o 6 m -4 .E31. E L1 A1d v° ty! m u y tygysmi ade. Plldllct C0nV0' drawing no. MULLIONS M95 -13A b DEC 10 ?017 -sheet 2 of 5 PRODUCT N J M Q LO GLAZING GLAZING ^ PRODUCT PRODUCT Q Q 0 lz � I MULLION SPAN _I zz 0 43 IX S r rn Q U) ro co W ON[ to r7 TYPICAL MULLION ARRANGEMENTS _I o z° z, °o Wl w2 WIDTH (W) - + J 2 m U -m 3 x x p1 VI . W W C7 t7 S U U O O z z NOTE; n MULLIONS. RATED IN THESE CHARTS MAY BE ORIENTED 0 ° o VERTICALLY OR HORIZONTALLY. a O W (INTERPOLATION BETWEEN WIDTHS ALLOWED) pp,0DlJCT RLlL d --lW —D Engr. JAVAD AHMAD rn n lL°'i eazr,piyl,13 vfjfs>t $4?g!4$E� .+ CIVIL N N y,Aujlding, C0'j t 2.. i"0 -t�j N. 538 FLA. PE � 70552 � PoCa ep1 she Y�Ifl i `s CA m o 6 m -4 .E31. E L1 A1d v° ty! m u y tygysmi ade. Plldllct C0nV0' drawing no. MULLIONS M95 -13A b DEC 10 ?017 -sheet 2 of 5 I L4 i ANCHOR LOAD CHART f u- to IL °a 0 J z t7 H N W O Ii. N a O a 0 J z 0 H W 0 ANCHORS ANCHORS TYPE A' ANC A WON TRIBUTARY WIDTH - INCHES sl ANCHOR LOAD CHART i ININ111111 isill t 169, i t I I I ILI 111 , 1161, a 1 11 1 h I "IN " lk b qkl - I blqk ANCHORS TYPE C ANC C 9 2S 30 3S 40 45 SO S5 60 6S 70 7S 80 8S TRIBUTARY WIDTH - INCHES IL In 0 a 0 J z La H N W O LL N n. 0 a 0 J z to H In W 0 ANC B .j Ll ki, 1 ml �� �Wmmr 2mmmmmmmmmm.mm�i TRIBUTARY WIDTH - INGHLb t9 ANCHOR LOAD CHART AA MEN 10 10 6111 11 sm IN I I hm. I OEM 16 111 r me law 1111 N®R I- Rob, v 015% '041- m 4-6- MR 11. lei ANCHORS TYPE CORD VERTICAL MULLION z 0 GLAZING GLAZING PRODUCT PRODUCT ANCHORS E A.B,COR w1 w2 HORIZONTAL MULLION ANCHORS TYPE A. B. C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT ` \ �AMCHOR N 3 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A. B. C OR D MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wl + w2 2 NOT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $'�°Qi�I.l T �wEMaMD Engr. JAVAD AHMAD �s cc38etjly$ v vA& fim Fioxidsa CIVIL aE1n �GZ { FLA. PE # 70592 ,Cj C.A.N. 3538 0 25 30 35 40 4S SO S5 60 6S 70 75 80 BS TRIBUTARY WIDTH - INCHES [ANCHORS� _M LO Z � z rA 0 O (� J W !4 da OQ IL O� 0 vn a pa a a �°+ C: 0- Q W LL iA 4. z (U) = IC Q W cI E Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 TRIBUTARY WIDTH - INCHES sl ANCHOR LOAD CHART i ININ111111 isill t 169, i t I I I ILI 111 , 1161, a 1 11 1 h I "IN " lk b qkl - I blqk ANCHORS TYPE C ANC C 9 2S 30 3S 40 45 SO S5 60 6S 70 7S 80 8S TRIBUTARY WIDTH - INCHES IL In 0 a 0 J z La H N W O LL N n. 0 a 0 J z to H In W 0 ANC B .j Ll ki, 1 ml �� �Wmmr 2mmmmmmmmmm.mm�i TRIBUTARY WIDTH - INGHLb t9 ANCHOR LOAD CHART AA MEN 10 10 6111 11 sm IN I I hm. I OEM 16 111 r me law 1111 N®R I- Rob, v 015% '041- m 4-6- MR 11. lei ANCHORS TYPE CORD VERTICAL MULLION z 0 GLAZING GLAZING PRODUCT PRODUCT ANCHORS E A.B,COR w1 w2 HORIZONTAL MULLION ANCHORS TYPE A. B. C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT ` \ �AMCHOR N 3 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A. B. C OR D MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wl + w2 2 NOT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $'�°Qi�I.l T �wEMaMD Engr. JAVAD AHMAD �s cc38etjly$ v vA& fim Fioxidsa CIVIL aE1n �GZ { FLA. PE # 70592 ,Cj C.A.N. 3538 0 25 30 35 40 4S SO S5 60 6S 70 75 80 BS TRIBUTARY WIDTH - INCHES [ANCHORS� _M LO Z � z rA 0 O (� J W !4 da OQ IL O� 0 vn a pa a a �°+ C: 0- Q W LL iA 4. z (U) = IC Q W cI E Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 9 2S 30 3S 40 45 SO S5 60 6S 70 7S 80 8S TRIBUTARY WIDTH - INCHES IL In 0 a 0 J z La H N W O LL N n. 0 a 0 J z to H In W 0 ANC B .j Ll ki, 1 ml �� �Wmmr 2mmmmmmmmmm.mm�i TRIBUTARY WIDTH - INGHLb t9 ANCHOR LOAD CHART AA MEN 10 10 6111 11 sm IN I I hm. I OEM 16 111 r me law 1111 N®R I- Rob, v 015% '041- m 4-6- MR 11. lei ANCHORS TYPE CORD VERTICAL MULLION z 0 GLAZING GLAZING PRODUCT PRODUCT ANCHORS E A.B,COR w1 w2 HORIZONTAL MULLION ANCHORS TYPE A. B. C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT ` \ �AMCHOR N 3 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A. B. C OR D MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wl + w2 2 NOT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $'�°Qi�I.l T �wEMaMD Engr. JAVAD AHMAD �s cc38etjly$ v vA& fim Fioxidsa CIVIL aE1n �GZ { FLA. PE # 70592 ,Cj C.A.N. 3538 0 25 30 35 40 4S SO S5 60 6S 70 75 80 BS TRIBUTARY WIDTH - INCHES [ANCHORS� _M LO Z � z rA 0 O (� J W !4 da OQ IL O� 0 vn a pa a a �°+ C: 0- Q W LL iA 4. z (U) = IC Q W cI E Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 ANCHORS E A.B,COR w1 w2 HORIZONTAL MULLION ANCHORS TYPE A. B. C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT ` \ �AMCHOR N 3 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A. B. C OR D MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wl + w2 2 NOT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $'�°Qi�I.l T �wEMaMD Engr. JAVAD AHMAD �s cc38etjly$ v vA& fim Fioxidsa CIVIL aE1n �GZ { FLA. PE # 70592 ,Cj C.A.N. 3538 0 25 30 35 40 4S SO S5 60 6S 70 75 80 BS TRIBUTARY WIDTH - INCHES [ANCHORS� _M LO Z � z rA 0 O (� J W !4 da OQ IL O� 0 vn a pa a a �°+ C: 0- Q W LL iA 4. z (U) = IC Q W cI E Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wl + w2 2 NOT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $'�°Qi�I.l T �wEMaMD Engr. JAVAD AHMAD �s cc38etjly$ v vA& fim Fioxidsa CIVIL aE1n �GZ { FLA. PE # 70592 ,Cj C.A.N. 3538 0 25 30 35 40 4S SO S5 60 6S 70 75 80 BS TRIBUTARY WIDTH - INCHES [ANCHORS� _M LO Z � z rA 0 O (� J W !4 da OQ IL O� 0 vn a pa a a �°+ C: 0- Q W LL iA 4. z (U) = IC Q W cI E Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 Ln J � 0 p a p � ¢ O g Lj !� Z Q LJ Q n rn CO) Ln Bi: NM J W M 0 Z Z Z LL. n 0 O M �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 �o o� Z Mlc t �1 Ln CD I n o N N a •— is m � a drawing no. M95 -13A sheet 3 of 5 ANCHORS TYPE 'A' ' 4 4/4" 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" 4•. ALUM ANGLE ° # 14 S.M.S. 2/ ANGLE 4• 4' d MULLION 9 a 1.500 4 MAX. I I MULLION I I I I I I 2X2X1/8" ALUM ANGLE I I I # 14 S.M.S. I - -- 1.500 - - - -- I 2/ ANGLE I MIN. I I II I I NOTCH ANGLES TO I MISS MARBLE SILL A 00 i I OR TRIM a a 44 4 4 ° a o. 4 X 1/4- DIA. ULTRACON 1 -3/8" MIN. EMBED 1/ ANGLE ANCHORS TYPE '8' 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE-] MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE- 2-5/8- LONG I I I I �oZ N g I I 1.50( MAX. 0 ULTRACON //'-.2/ ANGLE 0 .a c 4 .a 1 B OR 2BY WOW BUCK 4 ' I .. •a d. 44I� d d a ANCHORS TYPE 'Q NOTCH' WOOD BUCK TO ACCDMODATE -CLIP .ANGLE TO MASONRY a• 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE ' MULLION 1 2 X 2 X 1/8- ALUM ANGLE 3 -5/8" LONG I I I I I I I to I� I I I I I t 4° .c .1/4" 0 ULTRACON 1 -3/8" MIN. EMBED '2/ ANGLE d '4 ° CONCRETE OR NASONRY BLOCKS a4 4° 1.500 ° v MAX. 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) WOOD BUCKS NOT BY C.G.I. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. 1 -3/8" MIN. PENETRATION INTO WOOD 4'.QD>ICCR��EW>GD v411iaiheFdorld>a Engr. JAVAD AHMAD THRU ]�BY BUCKS INTO CONC. OR MASONRY Bui1co� l2 _ o. CIVIL FLA. PE # 70592 1 -3/8 MIN. EMBED INTO CONC. A No 9 C A.N. 3538 1-1/4- MIN. EMBED-INTO MASONRY Date G TYPICAL EDGE DISTANCE Miami Dade PrOOM Loll 0 INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. DEG 012 ;6(j V A Z G� e IL N IL L•7Go 0 IL X 0 Q V st aOWR G IL a S C N LL yj �Zm az� N LO V) c4 J I M a p � Z < O cn a w z x M Ld 0� W u Z ZZ a V) w � c� p 2 aUa 6 N v> ` m N 'V m mss, drawing no. M95 -13A sheet 4 ff 5� 1BY OR 2BY WOOD BUCK 4- MULLION 2X2X1/8" ALUM ANGLE 2 -5/8" LONG 4 d I I I I: e ' �z - I .= i t 1.500 4 MAX. I I MULLION I I I I I I 2X2X1/8" ALUM ANGLE I I I # 14 S.M.S. I - -- 1.500 - - - -- I 2/ ANGLE I MIN. I I II I I NOTCH ANGLES TO I MISS MARBLE SILL A 00 i I OR TRIM a a 44 4 4 ° a o. 4 X 1/4- DIA. ULTRACON 1 -3/8" MIN. EMBED 1/ ANGLE ANCHORS TYPE '8' 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE-] MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE- 2-5/8- LONG I I I I �oZ N g I I 1.50( MAX. 0 ULTRACON //'-.2/ ANGLE 0 .a c 4 .a 1 B OR 2BY WOW BUCK 4 ' I .. •a d. 44I� d d a ANCHORS TYPE 'Q NOTCH' WOOD BUCK TO ACCDMODATE -CLIP .ANGLE TO MASONRY a• 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE ' MULLION 1 2 X 2 X 1/8- ALUM ANGLE 3 -5/8" LONG I I I I I I I to I� I I I I I t 4° .c .1/4" 0 ULTRACON 1 -3/8" MIN. EMBED '2/ ANGLE d '4 ° CONCRETE OR NASONRY BLOCKS a4 4° 1.500 ° v MAX. 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) WOOD BUCKS NOT BY C.G.I. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. 1 -3/8" MIN. PENETRATION INTO WOOD 4'.QD>ICCR��EW>GD v411iaiheFdorld>a Engr. JAVAD AHMAD THRU ]�BY BUCKS INTO CONC. OR MASONRY Bui1co� l2 _ o. CIVIL FLA. PE # 70592 1 -3/8 MIN. EMBED INTO CONC. A No 9 C A.N. 3538 1-1/4- MIN. EMBED-INTO MASONRY Date G TYPICAL EDGE DISTANCE Miami Dade PrOOM Loll 0 INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. DEG 012 ;6(j V A Z G� e IL N IL L•7Go 0 IL X 0 Q V st aOWR G IL a S C N LL yj �Zm az� N LO V) c4 J I M a p � Z < O cn a w z x M Ld 0� W u Z ZZ a V) w � c� p 2 aUa 6 N v> ` m N 'V m mss, drawing no. M95 -13A sheet 4 ff 5� ANCHORS TYPE 'D e TUBE MULLION 1 X2, 1 X3, 1 X41 TRIM WOOD BUCKS TO 0 X1/4° X 1-3/4° ULTRACON ALUM PLATE 1/8" THK. (6063 —T6) ALUM CHANNEL 3/4 X 1 -3/4 X 3/4 X 1/8- LENGTH TO CLOSE FIT INSIDE TUBE I # 12 X 3/4- S.M.S. (2) CONNECT PLATE TO CHANNEL I I MULLION l I I I I I I I f ! I�I (-ALUM PLATE 1 MIN. ! I I I I I I I ...... .. ... ........... a 4 PRE&S -&ONC. $ ° 2" MIN. a y, SILL EDGE DIST. O ° 1/4 D IA. ULTRACON 1 -3/8" MIN. EMBED 2 PER PLATE #12 X 1/2" S.M.S. SEE CHART FOR QUANTITIES ANCHOR CHART NO. OF SCREWS TYPE A & D 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION U. 1/8- THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE TUBE MULLION - -- ------- - - - - -- I I I I I X12 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULLION 2 PER CUP AT LARGER MULLIONS I I I I � I I MULLION 1BY OR 2BY TUBES I I I I I I I I I ANCHORS DETAIL #_1 METAL TO METAL CONNECTION PRODUCT REMWJED as complying with titre Florida Building Code �1;, i © 1 �� gcceptaeacee G i %81 P -y Miami a Product Contra CML FLA. PE # 70592 C.A.N. 3538 6?_ DEC 1.4 20 �t � G 0 � N a 0° m IL 0 d cr OM � M �T 0 aQa 0 ca .0 16 Lu to rn Q Uzi N 01 a I M a Ln 0 � Q N 0L Li z x Q Nr, m N U-);; C w OM m p�J�n Z Zz� a i 3a � U c) � IW- 0 � o a � C3 d N s a I 0 0 N _N •o° m v v droving no. M95 -13A sheet 5 of 5 1 , a w w EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME ST_ EP 1 DETERMINE DESIGN MIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE i USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE /TYPE. STEP 3 USING CHART ON SHEETS 9 & 10 SELECT ANCHOR OPTION 1VITt1 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 11 & 12 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR GLASS TYPES REFER TO SHEETS 3 THRU 6 unnT" B" MAX. TYP. AT EACH END AND 18" O.C. ON SHORTER SIDES 20" O.G. ON LONGER SIDES SURFACE APPLIED FALSE MUNTINS 13PTIONAL TYPICAL ELEVATION (FLANGE FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES PRODUCT RENUVIED M complyin8 vrith the Florida suJI&JI& Como Amptmtce NO NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 ONL) 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. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. l Engr: JAVAD AHMAD CIVIL FLA. PE t 70592 C.A.N. 538 1 2013 Z 0 0. 0� 0 0ILa 0 r LL' z 0) p 6n Z 1 � aMi to N OL Y� Ow N F— rn 4 ' CC4 rn V) w °a a �A N � N 20 fo o z0.5z ri N a� � e c drawing no. W99 -10 sheet t of 12 / $ .1 13. ` GENERAL WINI?OW SECTIONS EQUAL LEG _FRAME EXTERIOR O w V1101)UCI'Tt.Ll0 WHDD as complying the Flo" Buildin'I Code ' Accepir -11Ca IN() IGxI4E rp' Y :—- Miami Aade Product Control TYPICAL ELEVATION (EQUAL LEG FRMtE) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES CML FLA.. PE / 70592 C.A.N. 3538 AUI 12013 V O d7 Q! 0 ti a a � ® (Oh �0 L iR �1. Z�� J i'f s �z z , APPLIED NTINS a 0 to ... z N �CW,)n M 00 0 , N Zz� w �p a _ 0 w c7 00 N izn zlz n �N � o drawing no. W99 -10 sheet 2 of 12 r i ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME QQ / l°J CORNER KEY .060 THICK ST. STEEL '5 CORNER KEY .062 THICK ALUMINUM FLANGE FRAME 1.057 .080 TYP. EQUAL LEG FRAM (�— I.757 U 1 .090 TYP. 1.875 L --n IM .720 K 1.438 0 0 0 a us Q t !t 0' v4 VENT (5/16" LAM. GLASS) ®"t > 8 1757 0 L a g .0 F .080 TYP. 1.875 'Q W� i720 1.465 2.715 1.438 � rn °a � 1.624 VENT (INSUL LAM. GLASS) L° i E x 1.757 L- O CJ .090 TYP. ITEM PART # � r ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME QQ / l°J CORNER KEY .060 THICK ST. STEEL '5 CORNER KEY .062 THICK ALUMINUM FLANGE FRAME 1.057 .080 TYP. EQUAL LEG FRAM (�— I.757 U 1 .090 TYP. 1.875 L --n IM .720 K 1.438 0 0 0 a us Q t !t 0' v4 VENT (5/16" LAM. GLASS) ®"t > 8 1757 0 L a g .0 F .080 TYP. 1.875 'Q W� i720 1.465 2.715 1.438 � rn °a � 1.624 VENT (INSUL LAM. GLASS) L° i E x 1.757 L- O CJ .090 TYP. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /RBMAnS 1 COI-373 4 FLANGE FRAME 6063 -T6 INDALEX OR EQUIV. to CGI -397 4 EQUAL LEG FRAME 6063 -T6 INDALEX OR EQUN. 2 CGI -378 4 VENT (5/16" LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 2B CGI -381 4 VENT (INSUL. LAM. GLASS) 6063 -T6 INDALEX OR EQUN. 20 CGI -385 4 VENT (7/16" LAM. GLASS) $063 -T6 INDALEX OR EOUiV. 3 CGI -375 4 OGEE GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 3A COI-396 4 SQUARE GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 1.060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS READ. FRAME WEATHERSTRIPPING ULTRA7=AB /SCHLEGEL 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL Q -LON 8 - AS READ. VENT SCREWS 0 20" O.C. LONGER SIDES, 18" O.C. SHORTER SIDES - #10 X 1" SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1 -1/4" SS SMS 1875 M�l ¢ N M t 720 0c) O r� � 1.438 M ©� -j LLd - t 1.347 --� C9 a `- 0 tuj U VENT (7/16" LAM. GLASS) .754 383 830 a F; > Ln LA 1.617 ��'`' CGI -375: OGEE GLAZING STOP CL 6 00 Z)Z0Zz .753 830 o a N �9�yy 9 .617l� CGI -396: SQUARE GLAZING STOP Engr: JAVAD AHMAO sg a CML tv FLA. PE / 70592 C.A.N. 3538 PRODUCT P.F3i\lI;1.VHD ii S as roraplyinf, ividt the 17-l6rida 3uildutS Corte . v° H v Acceptanc; No � ! )E�Ian Data ® drawing n0. - W99 -10 Miami Dade Prod ontrol AUG Q 1203 sheet 3 0f j 2 . I 1 ' V-1 /8" ANN. GLASS .090 Soflex Clear and Color Gloss Interloyer By Eastman Chemical Co. (MA) 1/8" ANN, GLASS T_"XSILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 6" ANN. GLASS .090 Softex Clear and Color Glass Interloyer By Eastman Chemical Co. (MA) 1NTERLAY£RS •075 Soflex CP- Softex and Soflex HP Compostite Glass Interlayer With PET Core By Eastman Chemical Co. (MA) 090 DuPont SentryGlos Interloyer By E.I. DuPont De Nemours & Co. Inc. 3/16" ANN. GLASS I SILICONE j GE -1200 { DOW 995 a f �! DOW 899 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE WIDTH I HEIGHT EXT. (+) i NT. ( -) EXT. (+) 1 NT. ( -) EXT. (+) 1 NT. ( -) 19 -1/8" 26 -1/2" 37" 53 -1/8" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 195.0 110.0 195.0 1 t0.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110.0 195.0 19-1/8- 26-1/2- 37" 53 -1/8" 38-3/8" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 167.7 '110.0 195.0 110.0 116.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 108.8 118.7 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 110.0 185.7 110.0 187.6 110.0 '195.0 110.0 131.2 110.0 148.7 110.0 195.0 95.0 95.0 110.0 120.0 110.0 120.0 67.9 67.9 85Z 85.3 85.3 85.3 19-1/W 26 -1/2" 37" 53-1/8- 63" 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70.5 102.1 111.3 102.1 111.3 57.7 57.7 81.3 81.3 81.3 81.3 19 -1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 110.0 120.0 110.0 174.6 110.0 195.0 89.8 89.8 110.0 120.0 110.0 120.0 56.9 56.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 6" HEAT STREN'D GLASS .090 Soflex Clear and Color Gloss Interloyer By Eastman Chemical Co. (MA) 1NTERLAYERS •075 Soflex CP- Soflex and Sa €lex HP Compostite Gloss Interloyer With PET Core By Eastman Chemical Co. (MA) 090 DuPont SentryGlos Interloyer By E.I. DuPont De Nemours & Co. Inc. 3/16" HEAT STREN'D GLASS SQUARE B£An SILICONE OPTIONAL GE -1200 ALL GLASS TYPE. DOW 995 �k DOW 699 7/16" NOMINAL GLASS TYPE '6' PRODUCfi MEW13D as eon1p1ying 4ritu 1116 Flo" Buil(lin s cod" Accc icico Igo :15- n ato 'RRihnfi Dade P,xi: #uet dlitro CIVIL FL A. PE-1 70592 C.A.N. 38 013 �t � U to z h Q �►* L N I•d67 0 °v 0 U `t 0 IL � .0 � I O rn 0 � Z_ M W X Ii O Z N �h o 0) Q N a3:: Zz p to _ O V) 0-6 adi � °z g °z a � a o N u _gyu ! w � 4 drawing no. W99 --10 sheet 4 of 12 w a � GLASS TYPE '2' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRM 12 FOR RISTALIATI0,`1 Daps PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 7M 12 FOR 111STALIATIOm DUAU R WINDOW DIETS. I GLASS TYPE '2' 1 GLASS TYP$ '3` 1 GISS TYPE `8` WINDOW DIMS, GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE 84' WIDTH HEIGHT EXT. ( +) TNT. ( -) EXT. (+) 1117. ( -) EXT. (+) INT. { -) VADTH HEIM EXT. {+) INT. ( -) EXT. (+) TNT. ( -) EXT. (+) TNT. {- 90.0 24' 30' 36" 42' 48' 54" 57' 60' 63'" 66' 69" 72" 75- 78' et' 84' $7" /� v 110.0 180.0 110.0 181.9 110.0 195.0 24' 30' 36" 42' 48' 54' 57' 60' 63' or 60' 72" 75' 78- 81• 84' 67' 60" 110.0 120.0 110.0 MIA 110.0 195.0 1f40 144.0 110.0 166.3 110.0 1954 91.2 91.2 110.0 120.0 110.0 120.0 110.0 120.0 110.0 161.7 104.7 165.5 76.9 76.9 105.9 115.5 105.9 115.5 110.0 120.0 t 10.0 t20.0 110.0 120.0 67.9 67.9 90.0 90.0 90.0 90.0 1042 104.8 110.0 120.0 110.0 1200 . 85.0 65.0 90.0 90.0 90.0 90.0 88.3 68.3 1 t0.0 120.0 110.0 120A 60.2 60.2 80.0 $0.0 80.0 80.0 at.9 81.9 108.3 118.1 108.3 118.1 57.6 57.6 75.8 75.8 75.8 75.8 78.9 76.9 105.9 115.5 105.9 I t5.5 - - - 50.0 72.0 720 72.5 72.5 103.7 113.2 103.7 113.2 - - - - 70.0 70.0 68.5 68.5 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 64.5 64.5 90.0 90.0 90.0 90.0 - - - 90.0 70.0 70.0 60.0 60.9 90.0 90.0 so 0 90.0 - - - - 70.0 70.0 57.8 57.8 90.0 90.0 ' ODD GOD - - - - 70.0 70.0 55.0 55.0 90.0 90.0 00.0 90.0 - - - - 70.0 70.0 50.2 50.2 90.0 90.0 1 90.0 90.0 - - - - 70.0 70.0 48.6 48.6 90.0 90.0 90.0 ODD - 70.0 - - 70.0 70.0 47.0 47.0 90.0 90.0 90.0 90.0 - - - - °.0.0 50.0 - 24" 30" 36` 42' 48- 54' 57` �• 63" 86' 89" 72' 75' 76' $1" 84" 87" 42' 1104 168.0 110.0 169.7 1 110.0 105.0 24" 30" 36' 42' 48' 54• 5.1. 60` 63' 66' 69' 72' 75' 78- 81' 84' 87' 66' 110.0 119.6 110.0 120.0 110.0 120.0 110.0 144.0 110.0 15070 110.0 195.0 81.8 8t.8 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 68.5 68.5 90.0 90.0 00.0 90.0 102.9 102.9 110.0 120.0 110.0 120.0 60.2 60.2 $0.0 940 940 90.0 87.2 87.2 110.0 120.0 1 TOD 120.0 57.0 57.0 90.0 90.0 90.0 90.0 76.9 76.9 103.9 113.4 103.9 113.4 - - - _ 50,0 80,0 72.2 72.2 90.0 90.0 940 00.0 - - - - 70.0 70.0 67.9 67.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 63.9 63.9 90.0 90.0 90.0 90.0 - - _ - �.$ 66.8 60.2 60.2 90.0 900 90.0 90.0 - - - 85 5 65.5 55.3 55.3 90.0 940 90.0 90.0 - - - - 85.5 65.5 52.0 52 0 90.0 90.0 900 90.0 - - _ _ 65.5 r�r 49.1 40.1 90.0 90.0 90.0 90.0 65.5 68,5 46.7 46.7 88.4 88.4 840 90.0 - - - - 50.0 50.0 44.8 44.8 $5.4 85.4 90.0 90.0 - - - - 50.0 $0.0 - - - 90.0 90.0 - - - 50.0 50.0 - - - 70.0 70.0 - - 50.0 $0.0 24" 30' 30" 42' 48' 54" 57' 80• 83` 66" 89` 72' 75" 76' 81' 84" 87" �� 1140 160.0 110.0 161.7 110.0 195.0 24' 30• 36' 42' 46' 54' 57' 60' S3' $6' 69' 72` 75" 78' 81 ` 84' 87' 72' 110.0 111.5 110.0 ink 110.0 120.0 110.0 120.0 110.0 141.t 108.2 191.8 77.0 1 77.0 110.0 120.0 110.0 120.0 104.8 104.8 110.0 120.0 110.0 120.0 60.9 60.9 900 90.0 90.0 90.0 87.2 87.2 110.0 120.0 110.0 120.0 52.0 $2.0 90.0 90.0 $0.0 90.0 77.3 77.3 110.0 1 120.0 1140 120.0 548 546 85.5 $5.5 90.0 90.0 69.8 69.8 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 $6.3 66J3 90.0 90.0 90.0 90.0 - - - - 70.0 740 65.0 65.0 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 60.8 80.8 90.0 $0.0 90.0 00.0 - - - - GSA 68.6 57.0 57.0 90.0 90.0 90.0 940 - - - - 65.55 65.5 53.6 53.6 69.6 $9.6 90.0 90.0 - - - - 62.6 62.6 50.6 50.6 85.5 85.5 90.0 00.0 1 - - - - 50.0 50.0 - - - 90.0 90.0 - - - - 50.0 50.0 - - - - 70.0 70.0 - - - - 50.0 50.0 - - - - 70.0 70.0 - - - - $0.0 50.0 - - - - 70.0 740 - - - - 50.0 50.0 - - - - 70.0 1 70.0 - - - - 50.0 50.0 24' 3O' 36' 42` 48' 54' 57' 84' 63' 66" 69' 72' 75- 78' 81' 84' 87" 54' 110.0 142.2 110.0 155.9 110.0 195.0 24" 30' 36' 42' 48' 54- 57' 60' 63- 68` 69' 72' 75' 78• 1 8t" 78' 108.1 108.1 110.0 120.0 110.0 120.0 103.3 103.3 t10.0 120.0 110.0 120.0 70.2 70.2 110.0 120.0 110.0 120.0 88.3 88.3 110.0 120.0 110.0 120.0 55.0 55.0 BOA 90.0 90.0 90.0 76.9 76.9 103.9 113.4 103.9 113.4 46.7 46.7 88.4 88.4 90.0 20A 69.8 69.8 90.0 90.0 00.0 BOA - - - - 70.0 70.0 67.4 67.4 80.0 840 80.0 80.0 - - - 70.0 70.0 63.7 63.7 80.0 80.0 1 80.0 $0.0 - - - 70.0 70.0 60.2 60.2 80.0 811.0 80.0 SOD - - - 70.0 70.0 57.1 57.1 80.0 80.0 80.0 80.0 - _ ^ - 68.6 68.6 - - - - 80.0 80.0 - - - 50.0 50.0 - - 70.0 70.0 - - - - 50.0 50.0 - - - - 70.0 70.0 - - - - 50.0 50.0 -- - - - - 70.0 70.0 - - - - 50.0 50.0 - - - 70.0 740 - - - - 50.0 50.0 - - - - 70.0 70.0 - - - 50.0 50.0 - - - - 740 70.0 , - - 70.0 70.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 'nM 12 FOR INSM ATI04 DETAAS WINDOW DIETS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' PADTH HEIGHT EXT. (+) 1NT. ( -) EXT. (+) iNT. ( -) EXT. (+) INT. (- 24" 30" 36" 42' 48' 54' 57' 60' 63" 66' 89' 72' 75' 84' 110.0 114.4 110.0 120.0 110.0 120.0 65.7 65.7 90.0 90.0 90.0 90.0 48.6 48.6 90.0 90.0 90.0 90.0 - - - 90.0 00.0 - - - - 70.0 70.0 - - - 70.0 700 - - - 70.0 70.0 - - - - 70.0 70.0 - - - - 50.0 50.0 - - - 50.0 50.0 - - - - 50.0 500 - - - - 50.0 500 - - - 50.0 50.0 24• 30" 36' 42" 48' 54" 57' 60' 63' 66" 96, 88.6 88.6 110.0 120.0 110.0 120.0 57.9 57.0 90.0 90.0 90.0 90.0 43.0 43.0 90.0 90.0 90.0 90.0 - - - - 70.0 700 - - - 740 70.0 - - - 50.0 50.0 - - - 50.0 50.0 - - - - 50.0 540 - - - - 50.0 500 - - - 50.0 5110 24" 30' 38' 42- • 54' 57" so' 108' 70.4 70,4 90.0 000 90.0 90.0 55.4 56.4 90.0 90.0 940 00.0 - - - - 70.0 70.0 - - - - 700 70.0 _ - 500 50.0 - - - - SOX 50.0 - - - - 50.0 50.0 - - - - 50.0 50.0 24" 3o' 36" 42- 48' 54' 1 59.5 59.5 90.0 90.0 90.0 90.0 - - - - 90.0 90.0 - - - 70.0 740 - - - 70.0 70.0 - - - - 50.0 $04 - - - - 50.0 50.0 24` 30- 38` 42" 48' 132" 48.9 48.9 90.0 90.0 90.0 90.0 - - ^ - 70.0 70.0 - - - - 70.0 70.0 - - - - 50.0 50.0 - - - - 50.0 50.0 24' 30" 36' 42' 144' 41.3 41.3 90.0 90.0 90.0 900 - - - - 70.0 70.0 _ _ _ 50.0 50.0 - - ^ - 50.0 50.0 24" 30' ma• 158' - - - - 70.0 70.0 - - 740 70.0 _ » _ _ m n ann NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). NOTE: LOAD AREA LIMITS FOR + 110, --195 PSF +110, -120 PSF +90, -90 PSF = +70, -70 PSF = +50, -50 PSF = WINDOW 10.0 SQ. FT. 16.3 SQ. FT. 24.0 SQ. FT. 35.0 SQ. FT. 45.0 SQ. FT. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. CIVIL FLA. P£ 1 70592 )PRODUCT tT�1�1L= M C.A.N. 538 as complying vriih the Florida ,s ACCPi 1iC+llC01�:O �ily f AN P2013 PFO 1ti3iami Dgda :iuct Contra! U a z h w 90 N F- �e�} 4 M O ®aa`t 0 jr 4 H30 G -0 204 aw 39: C14 O 01 a c` Z M X o L% O OLLI °� Lc Z � ?t tV M t° 00 0 in a `i Z ;i LL xn 0J o _pQU t0 � 1L'i1 U o a w w a v, g N t2 10 °z E z ZZ Oa i n N � 0 : tl 'D I (frowing no. W99 --10 sheet 5 of 12 ( 4 4 N M 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .090 Soflex Clear and Color Glass Interloyer By Eastman Chemical Co. (MA) .075 Saflex CP- Saflex and Saflex HP Compostite Glass INTERlAYERS \ Interloyer With PET Care By Eastman Chemical Co. (MA) .090 DuPont SentryGlos Interloyer By E.I. DuPont De Nemours & Co. Inc. 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '2A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 TIM 12 FOR OWALlA110N DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. ( -} EXT. ( +} INT. { -} 24' 30' 36' 42' 48' 54" 57" 60' W. 66' 69' 72' 75' 78' 81' 84' 87' 36" 110.0 180.0 110.0 180.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 93.8 93.8 110.0 120.0 87.0 87.0 110.0 116.9 81.7 81.7 120.0 114.3 77.0 77.0 120.0 112.0 72.7 72.7 90.0 90.0 68.5 88.5 90.0 90.0 64.7 64.7 90.0 90.0 61.4 81.4 90.0 90.0 58.4 58.4 90.0 90.0 53.4 $3.4 90.0 90.0 51.6 51.6 90.0 90.0 49.9 49.9 90.0 90.0 24" 30' 36" 42' 48- 54' 57" 60" 63' 66' 69" 72" 75" 78' 81" 42" 110.0 168.0 110.0 168.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 102.9 102.9 96.9 102.9 92.7 92.7 96.9 102.9 81.7 81.7 96.9 102.9 76.7 76.7 90.0 90.0 72.1 72.1 90.0 90.0 67.9 67.9 90.0 90.0 63.9 63.9 90.0 90.0 58.8 58.8 90.0 90.0 55.2 55.2 90.0 90.0 52.2 52.2 90.0 90.0 49.6 49.6 90.0 90.0 47.6 47.6 90.0 90.0 24' 30' 36" 42' 48' 54' 57- 60" 63' 66" 69' 72' 48" 110.0 160.0 110.0 160.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 92.7 92.7 96.9 102.9 82.1 82.1 84.8 90.0 74.2 74.2 90.0 90.0 70.4 70.4 90.0 90.0 69.0 69.0 90.0 90.0 84.8 64.6 90.0 90.0 60.5 60.5 90.0 90.0 57.0 57.0 90.0 90.0 53.7 53.7 90.0 90.0 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .090 Soflex Clear and Color Glass Interloyer By Eastman Chemical Co. (MA) 075 Soflex CP- Saflex and Soflex HP Compostite Glass iNTERLAYERS Interloyer 11 ith PET Core By Eastman Chemical Co. (MA) 090 DuPont SentryGlcs Interloyer By E.I. DuPont De Nemours & Co. Inc. Cnf IAPF RFAn 1p:- i 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT 11'IIVDOWS REFER TO SHEETS 7 7HRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) I INT. (--) EXT. ( +) INT. ( -) 24" 30" 36" 42' 48" 54" 57" 60" 63- 54' 110.0 151.0 110.0 154.3 109.7 109.7 110.0 120.0 93.8 93.8 110.0 120.0 81.7 81.7 96.9 102.9 74.2 74.2 90.0 90.0 71.8 71.6 80.0 80.0 67.6 67.6 80.0 80.0 64.0 64.0 80.0 80.0 60.6 60.6 80.0 80.0 24- 30- 36" 42' 48" 54' 57' 60" 110.0 120.0 1 110.0 120.0 96.9 96.9 110.0 120.0 81.7 81.7 110.0 114.3 72.1 72.1 90.0 90.0 69.0 69.0 90.0 90.0 64.0 64.0 80.0 80.0 61.2 81.2 75.8 75.8 24' 30' 36' 42" 48' 86' 110.0 120.0 110.0 120.0 86.9 86.9 110.0 120.0 72.7 72.7 90.0 90.0 63.9 63.9 90.0 90.0 60.5 60.5 90.0 90.0 24' 30- 36- 42' 48" 72" 110. 118.4 110.0 120.0 8t.8 61.8 110.0 120.0 64.7 64.7 90.0 90.0 55.2 55.2 90.0 90.0 53.7 53.7 90.0 90.0 24' 30 36' 42' 78" 110.0 114.8 110.0 120.0 74.6 74.6 110.0 118.9 58.4 58.4 80.0 90.0 49.6 49.6 90.0 90.0 24" 30" 36' 1 84" 110.0 120.0 110.0 120.0 69.8 1 69.8 90.0 90.0 51.6 51.6 90.0 90.0 24" 30" 36' 96" 94.1 94.1 110.0 120.0 61.6 61.6 90.0 90.0 45.6 45.6 90.0 90.0 24" 30' 108" 74.8 74.6 90.0 90.0 59.9 59.9 90.0 90.0 24" 1 120" 63.2 63.2 90.0 90.0 24" 132" 49.8 49.8 90.0 90.0 24' 144" 43.8 43.8 90.0 90.fl OPTIONA 1/8" TEMP. GLASS ALL GLASS TYPE: SILICONE GE -1200 DOW 995 AIR SPACE CONSISTING OF: DOW 899 PS ACER: METAL SPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS, GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. ( -) EXT. ( +) 1NT. ( -} 19 -1/8' 26 -1/2' 37" 53-1/8- 26" 110.0 195.0 110.0 195.0 110.0 166.2 110.0 166.2 110.0 166.2 110.0 166.2 110.0 120. 110.0 120.0 19-1/8" 26 -1/2" 37" 53 -1/8" 38 -3/8" 110.0 195.0 110.0 195.0 110.0 163.0 110.0 163.0 110.0 116.8 110.0 116.6 89.3 89.3 110.0 112.6 19-1/8- 26 -1/2' 37' 53 -1/8" 50 -5/8" 110.0 185.7 110.0 185.7 110.0 139.4 110.0 147.2 100.9 100.9 110.0 116.8 72.1 72.1 85.3 85.3 19-1/8- 26-1/2- 37' 53 -1/8" Sap 110.0 177.5 110.0 177.5 109.1 109.1 110. 120.0 74.9 74.9 110.0 110.2 61.3 61.3 81.3 81.3 19-1/8- 26 --1/2" 37' 74-1/4" 1 110.0 120.0 110.0 120.0 95.4 95.4 110.0 120.0 60.4 60.4 90.0 90.0 NOTE: LOAD AREA LIMITS FOR + 110, -195 PSF = 9.32 SQ. FT. +110, -120 PSF = 16.2 SQ. FT. +90, --90 PSF = 24.0 SQ. FT. WINDOW LENGTH ZI 3 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 --04 (3 SEC. GUSTS). CIVIL FLA. PE " 70592 C.A.N. 53$ PRODUCT RENEWED as complylug with the Flo; Ida I3uildinr Code Arcepta�tsc NO 6 -016 ,B6. o6 F�ttin 11 °T Miami Dade Praduci Conimt AUG m i � J NnI O U LL 0 IL < 0�� 1�z� <W 0) 0G 2 z_ I X of Ow 0� C'I C4 M M M o�i -J ?nl C4 Z Z U- w C3 C7 (A 50-00 o CL °zc`Si'a. as fl a CV � drawing no. X199 -1© sheet 6 �• J INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 do 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION SEALANT JMK 4 X SEALANT I STAL T TYPE '1' WOOD BUCK TYPE 11' d • vQ a •04 MATERIAL: PRESSURE TREATED TYPICAL INSTALLATIQN DETAIL ON ALL FOUR SIDES /USING WOOD i" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION a M Q QQ •..a O °-BUCK INSTALLATION BY OTHERS I 14/R. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL, INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 314" X i' X 3 /4- X 1/8- 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION Q 4 V 4 0 1" MIN. ti 2 -i/2" MIN. cl 2 1 /e' MIN. INSTALLATION TYPE '2 WOOD BUCK TYPE '2' WATER PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT 4 4-.44.. 1' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION H • y `BUCK INSTALLATION BY OTHERS INSTALLATION TYPE 'Q•' O1U-9 WOOD BUCK TYPE '4' M! PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESIUSING 1M1f00D ALT. ,ANCHOR LOCATION WITH SHEAR CLIP PRODuCf RENBWRD as comPlylTj3 %vith the, Floddo Build. S Cod: .. Acc lCe No )rxpi�rad z D ' MMiyainI Dade Ptoduct Colltrol�' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION STRUCTURES ATTACHMENT T_0 METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS CML FLA. PC 70592 C.A.N. 538 1 2013 M z ti 0 Z i° g tV 90 d 0 Va a 0 a¢< �0 3 � a z LL 0 Ii oti �z04 Q U) N at K7 'r7 I in 0 3 � N Z W 0 _ 0 LLd a N 0 -1 V) U 0 LL04 Mr. N 2:0zz � � o o drawing no. W99- -1 a sheet 7 of 12 r ! K ■m INSTALLATION CONDITIONS EQUAL LEG FRAME APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS SEE ELM FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1 X 2 e 1' -MIN ~ 2 -1/2" MIN. Q 1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES %USING WOAD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 4 d V4 _••Q d ° $UCK INSTALLATION BY OTHERS I WA, INSTALLATION TYPE '3` WOOD BUCK TYPE '3' WTER : PRESSURE TREATEO TYPICAL S TI N DETAIL ON ALL FOUR 51DES /USING WOOD WOOD BUCKS NOT BY CGl CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION • d' I d d \ ° 2 --1/2" MIN. M 1><l 2 1/8' MR. INSTALLATION TYPE -2 WOOD BUCK TYPE '2' d 4 - 1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION )f I ♦ N Q d Q� • -•° � ° BUGK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATER 1�,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD PRODUCT RBNE%VED as complying with the Florida Building Code Accept'MIN No pialto. l?31 I4y r 1%4iami Dade Product Control TC TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION to U 0 rn z METAL STRUCTURES p o z O U CL ATTACHMENT TO x METAL STRUCTURES ® d A - 0 ®�Qd ®°�t"� �xc', ♦ _ .0 .\ _ WE a W ei sue► M iA N N gig Q ATTACHMENT TO co APPROVED MULLIONS °} )R. HUMAYOUN FAR000 rn B 9 FLA. PE STRUCTU 116557 N C.A.N. 35 �} v° 21 u v drawing no. uI 2093 W99 --10 sheet 8 of 1 2 i • 1 �r N 0U Is z �I ATTACHMENT TO x METAL STRUCTURES O O w �xc', TYPICAL ANCHORS M SEE ELEV. FOR SPACING SEE 9 FOR 0 `s SHEET DESCRIPTION n ci Z z !L W 3:0 o� t U ° 0 cl r iA N N gig Q ATTACHMENT TO co APPROVED MULLIONS °} )R. HUMAYOUN FAR000 rn B 9 FLA. PE STRUCTU 116557 N C.A.N. 35 �} v° 21 u v drawing no. uI 2093 W99 --10 sheet 8 of 1 2 i • 1 • r PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SKEET 7 & 8 FOR DETAILS WINDOW DINS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP WIDTH HEIGHT EXT. ( +) INT. { -} EXT. { +) INT. { -} 19 --1 /8" 26 -1/2" 37" 53 -1/8" 26" 195.0 195.0 195.0 195.0 1 95.0 195.0 195.0 195.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 38 -3J8" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 169.8 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 195.0 195.0 195.0 195.0 195.0 186.1 193.1 157.1 19 --1/8" 26-1/2" 37" 53-1/8- 63" 195.0 195.0 195.0 167.8 165.1 134.3 140.4 114.3 19 -1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 195.0 195.0 195.0 171.0 164.8 134.0 134.1 109.1 I I I 1 ANCHORS W10 SHEAR CLIP WDW. WIDTH WINDOW LEND' z z NOTE: WIDTH AND LENGTH DIMENSIONS CAN 13E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. ANCHORS WITH SHEAR CLIP 3 TYPICAL ANCHORS: SEE ELEV. FOR SPACING I/4" DIA._ KWIK -CON If BY 'HILT[ {Fu -163 KSI, Fy-157 KSI) 1/4" DIA. ULTRACON 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 CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 --1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI --DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (fy = 36 KSI MW.) ALUMINUM : 1/8" THK. MIN. (6063 --T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE_OISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" 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 BLOCK AT JAMBS f'm 2000 PSI MIN. Engn JAVAD AHMA6 CIVIL FLA. PE 1 70592 pkODUCI' RENENVBD C.A N. 538 as complying with (be T•10TW3 I3iutdin C<xle 0 X I •g o Ac�tc N, -U '(« C ss By Iv h;il Dade Product Control AU' 0 12013 rploll �O 0 og 0t a � sri 0aa <S a 4OD f cl a 0- B WH E o NI a z I M dam'! w N m o� N N I`, o N c' O M :7�i_ w Q ar C� 0-0 V) 0-a N � � Ra a rn � o v° u v Ia droving no. W99 -10 t i . E U i rn Y10W. WIDTHWIDTH{ a J I 0. IL O x WINDOW LENGTH 0 w //� o 6 N °z el n ei jiL ; 3 cy o I o 4a N of a 'Q MIX NOTE. O WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED z VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. i INTERPOLATION BETWEEN SIZES ALLOWED. � w � g a ar a Z Lij >n Lt. p D 0 z °v N Q � CCV N Z zu w _ C) .. tJ O O 1 t�`'i1 U n o O a' yo z z 0 t2 o 1) .y 07 ' Engr. JAVAD AHhfAD CIVIL i N FLA. PE B 70592 c \ CJt.N. 353 o v° vii v` u t,jj� j qg ,drrawing .{n/o'.. t�U t �lJ 99- 10 M sheet 10 Oi 12 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & $FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS 'WITHOUT WITH WITHOUT WITH WITHOUT WITH WITHOUT WITH ifINDQIi AIMS. SHEAR CLIP SHEAR CLIP 11IND011 DIMS. SHEAR CLIP SHEAR CLIP 1YIND01f DIMS. SHEAR CLIP SHEAR CLIP WINDOW DIMS. SHEAR CLIP SHEAR CLIP EXT. ( +} EM. ( +) EXT. (t) EM. { +} EM. { +) £M. ( +} £M. { +} EXT. {t} WIDTH HEIGHT INT. { -} INT. ( ^} WIDTH HEIGHT INT. ( -) INT. ( -} WIDTH HEIGHT INT. ( -} INT. ( ^) WIDTH HEIGHT INT. ( -) INT. (--) 24° 195.0 195.0 24° 195.0 185.0 24" 145.0 192.0 24° 195.0 184.6 30" 195.0 195.0 3Q° 195.4 189.0 30" 195.0 151.7 30" 167.8 136.5 3S" 195.0 195.0 36" 19510 170.7 36" 174.8 442.2 36" 145.2 118.2 42° t 95.0 192A 42" 195.0 159.6 42" 158.7 129.1 42" 129.5 105.3 48" 195A 195.0 48" 188.8 153.6 48" 147.5 120.0 48° 96" 118.0 8fiA 54" 195.0 170.7 54" 188.5 151.7 54° 139.9 113.8 54" 109.4 89A 57° 193.6 157.5 57" 167.8 136.5 57" 137.1 111.5 57" 106.0 86.2 SO" 179.8 145.3 Be 152.6 124.1 60" 134.9 109.7 60' 103.0 83.8 S3° 36° 167.8 135.5 S3" 54" 139.8 113.8 83" 72° 133.2 108.4 63" 100.4 81.6 $S" 195A 180.0 66" 161.4 131.3 66" 132.0 107.4 Be 98.1 79.8 68" /y 185.1 150.5 69" 149.8 121.9 69° 131.3 106.9 24" 195.0 168.0 72" v 174.8 142.2 72" 139.9 113.8 72" 131.1 106.7 30° 170.5 138.7 75" 165.5 134.7 75" 131.1 106.7 75" 121.0 98.5 36" 146.8 119.5 78" 157.3 128.0 ?8° 1 23.4 100.4 78" 112.4 91.4 42° 130.2 105.9 81° 179.8 146.3 81" 139.9 113.8 81" 125.9 102.4 48" 108° 118A 96,0 84" 171.6 139.5 84" 132.5 1.07.$ 84° 1180 95.0 54' 108.8 88.5 87" 164.2 133.6 87" 125.9 102.4 87" 111.1 90.4 57" 105.0 85.4 24° 195.0 195.0 24" 195.0 192.0 24° 195.0 174.5 Be 101.7 82.7 30" 185.0 195.0 30" 1 9510 163.8 30° 179.8 145.3 24" 195.0 170.7 195.0 192.0 38" 179.8 146.3 36" 157.3 128.0 30° 172.6 140.4 42° 195.0 188.1 42° 166.0 13510 42° 142.0 115.5 36° 148.1 120.5 48" 495.0 188.1 48" 157.3 128.0 48" 131.1 106.7 42° 120 130.8 106.4 54" 195.0 159.5 54" 152.6 124.1 54" 123.4 100.4 48 118.0 98.0 57° 479.8 146.3 57" 151.4 123.2 57° 120.4 98.0 54" 108.3 88.1 60" 1 56.0 135.0 60" 151.0 122.9 60" 118.0 96.0 24° 195.0 1 72.8 63° 42" 154.1 425.4 63" 60" 137.3 111.7 63" 78" 118.0 94.4 30" 174.3 141.8 66" 179.8 146.3 Be 151.0 122.9 66" 414.4 93.1 36' 132" 149.1 121.3 89° 168.5 137.1 69° 145.2 118.2 69" 113.2 92.1 42° 131.2 106.7 72" 158.7 129.1 72° 134.9 109.7 72° 112.4 91.4 48" 118.0 8fiA 75" 149.6 121.9 75" 125.9 102.4 75° 111.9 91.0 24" 193.1 157.1 78" 142.0 115.5 78" 118.0 96.0 78" 111.7 96.9 30° 158.1 128.5 81° 161.8 131.7 8T° 133.3 108.4 81" 111.7 90.9 36" 144° 134.9 109.7 84° 154.1 125.4 84° 125.8 102.4 24" 195.(1 492A 42' 118.4 96.3 87" 147.1 119.7 87° 119.2 97.0 30° 495.0 150.3 24" 195.0 160.0 24" 195A 195.0 24" 185.0 195.0 36" 171.6 1 39.8 30" 156° 160.7 130.7 30" 195.4 185.0 30° 195.0 180.7 42" 154.1 125.4. 36° 435.8 111.3 36" 195.0 195.0 36" 195.0 160.0 48" 141.6 115.2 42" 185.0 188.1 42" 179.8 145.3 54" 132.5 107.8 48° 195.0 192.0 48" 168.8 137.1 57" 128.9 104.9 54" 188.8 153.6 54° 161.4 131.3 60° 125.9 102.4 57° 171.6 139.6 57° 159.0 129.3 63° 84" 123.3 100.3 60" 157.3 128.0 60° 151.0 122.9 66" 121.2 98.5 63" 48° 145.2 118.2 63" 66° 137A 414.5 69" 419.4 97.1 66" 188.6 137.1 66" 156.0 126.9 72" 118.0 95.0 69° 157.3 128.0 69' 143.0 116.4 75" 116.9 95.1 72" 147.5 120.0 72° 132.0 107.4 75" 138.8 142.9 75" 122.6 89.7 p[iOI3UCCItLwN1E`� Dttlidu t+s complying 7$° 137.1 106.7 78" 144.4 93.1 Liuildu�wCod� 81 ° 149.1 ] 2 t .3 81" AccelTTmtC: An '��!% �y,�Yirtt Dat` � , �Y Isuni Dade Fr�:iuct t`A11lTn 84° 87" 84" 87" 128.7 104.7 141.6 145.2 121.2 98.6 134.9 109.7 114.4 93.1 U i rn Y10W. WIDTHWIDTH{ a J I 0. IL O x WINDOW LENGTH 0 w //� o 6 N °z el n ei jiL ; 3 cy o I o 4a N of a 'Q MIX NOTE. O WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED z VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. i INTERPOLATION BETWEEN SIZES ALLOWED. � w � g a ar a Z Lij >n Lt. p D 0 z °v N Q � CCV N Z zu w _ C) .. tJ O O 1 t�`'i1 U n o O a' yo z z 0 t2 o 1) .y 07 ' Engr. JAVAD AHhfAD CIVIL i N FLA. PE B 70592 c \ CJt.N. 353 o v° vii v` u t,jj� j qg ,drrawing .{n/o'.. t�U t �lJ 99- 10 M sheet 10 Oi 12 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & $FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS 'WITHOUT WITH WITHOUT WITH WITHOUT WITH WITHOUT WITH ifINDQIi AIMS. SHEAR CLIP SHEAR CLIP 11IND011 DIMS. SHEAR CLIP SHEAR CLIP 1YIND01f DIMS. SHEAR CLIP SHEAR CLIP WINDOW DIMS. SHEAR CLIP SHEAR CLIP EXT. ( +} EM. ( +) EXT. (t) EM. { +} EM. { +) £M. ( +} £M. { +} EXT. {t} WIDTH HEIGHT INT. { -} INT. ( ^} WIDTH HEIGHT INT. ( -) INT. ( -} WIDTH HEIGHT INT. ( -} INT. ( ^) WIDTH HEIGHT INT. ( -) INT. (--) 24° 195.0 195.0 24° 195.0 185.0 24" 145.0 192.0 24° 195.0 184.6 30" 195.0 195.0 3Q° 195.4 189.0 30" 195.0 151.7 30" 167.8 136.5 3S" 195.0 195.0 36" 19510 170.7 36" 174.8 442.2 36" 145.2 118.2 42° t 95.0 192A 42" 195.0 159.6 42" 158.7 129.1 42" 129.5 105.3 48" 195A 195.0 48" 188.8 153.6 48" 147.5 120.0 48° 96" 118.0 8fiA 54" 195.0 170.7 54" 188.5 151.7 54° 139.9 113.8 54" 109.4 89A 57° 193.6 157.5 57" 167.8 136.5 57" 137.1 111.5 57" 106.0 86.2 SO" 179.8 145.3 Be 152.6 124.1 60" 134.9 109.7 60' 103.0 83.8 S3° 36° 167.8 135.5 S3" 54" 139.8 113.8 83" 72° 133.2 108.4 63" 100.4 81.6 $S" 195A 180.0 66" 161.4 131.3 66" 132.0 107.4 Be 98.1 79.8 68" /y 185.1 150.5 69" 149.8 121.9 69° 131.3 106.9 24" 195.0 168.0 72" v 174.8 142.2 72" 139.9 113.8 72" 131.1 106.7 30° 170.5 138.7 75" 165.5 134.7 75" 131.1 106.7 75" 121.0 98.5 36" 146.8 119.5 78" 157.3 128.0 ?8° 1 23.4 100.4 78" 112.4 91.4 42° 130.2 105.9 81° 179.8 146.3 81" 139.9 113.8 81" 125.9 102.4 48" 108° 118A 96,0 84" 171.6 139.5 84" 132.5 1.07.$ 84° 1180 95.0 54' 108.8 88.5 87" 164.2 133.6 87" 125.9 102.4 87" 111.1 90.4 57" 105.0 85.4 24° 195.0 195.0 24" 195.0 192.0 24° 195.0 174.5 Be 101.7 82.7 30" 185.0 195.0 30" 1 9510 163.8 30° 179.8 145.3 24" 195.0 170.7 195.0 192.0 38" 179.8 146.3 36" 157.3 128.0 30° 172.6 140.4 42° 195.0 188.1 42° 166.0 13510 42° 142.0 115.5 36° 148.1 120.5 48" 495.0 188.1 48" 157.3 128.0 48" 131.1 106.7 42° 120 130.8 106.4 54" 195.0 159.5 54" 152.6 124.1 54" 123.4 100.4 48 118.0 98.0 57° 479.8 146.3 57" 151.4 123.2 57° 120.4 98.0 54" 108.3 88.1 60" 1 56.0 135.0 60" 151.0 122.9 60" 118.0 96.0 24° 195.0 1 72.8 63° 42" 154.1 425.4 63" 60" 137.3 111.7 63" 78" 118.0 94.4 30" 174.3 141.8 66" 179.8 146.3 Be 151.0 122.9 66" 414.4 93.1 36' 132" 149.1 121.3 89° 168.5 137.1 69° 145.2 118.2 69" 113.2 92.1 42° 131.2 106.7 72" 158.7 129.1 72° 134.9 109.7 72° 112.4 91.4 48" 118.0 8fiA 75" 149.6 121.9 75" 125.9 102.4 75° 111.9 91.0 24" 193.1 157.1 78" 142.0 115.5 78" 118.0 96.0 78" 111.7 96.9 30° 158.1 128.5 81° 161.8 131.7 8T° 133.3 108.4 81" 111.7 90.9 36" 144° 134.9 109.7 84° 154.1 125.4 84° 125.8 102.4 24" 195.(1 492A 42' 118.4 96.3 87" 147.1 119.7 87° 119.2 97.0 30° 495.0 150.3 24" 195.0 160.0 24" 195A 195.0 24" 185.0 195.0 36" 171.6 1 39.8 30" 156° 160.7 130.7 30" 195.4 185.0 30° 195.0 180.7 42" 154.1 125.4. 36° 435.8 111.3 36" 195.0 195.0 36" 195.0 160.0 48" 141.6 115.2 42" 185.0 188.1 42" 179.8 145.3 54" 132.5 107.8 48° 195.0 192.0 48" 168.8 137.1 57" 128.9 104.9 54" 188.8 153.6 54° 161.4 131.3 60° 125.9 102.4 57° 171.6 139.6 57° 159.0 129.3 63° 84" 123.3 100.3 60" 157.3 128.0 60° 151.0 122.9 66" 121.2 98.5 63" 48° 145.2 118.2 63" 66° 137A 414.5 69" 419.4 97.1 66" 188.6 137.1 66" 156.0 126.9 72" 118.0 95.0 69° 157.3 128.0 69' 143.0 116.4 75" 116.9 95.1 72" 147.5 120.0 72° 132.0 107.4 75" 138.8 142.9 75" 122.6 89.7 p[iOI3UCCItLwN1E`� Dttlidu t+s complying 7$° 137.1 106.7 78" 144.4 93.1 Liuildu�wCod� 81 ° 149.1 ] 2 t .3 81" • l � PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17' O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT LO" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. {+} INT. ( -} EXT. {+} INT. ( -) WIDTH HEIGHT EXT. ( +} INT. { -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +} INT. ( -} EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. { -} EXT. ( +) INT. (-) 24" 30' 36' 42" 48" 54" 57" 60" 63' 66" 69" 72" 75" 78" al" 84' 87" 36` 195.0 195.0 24' 30" 36" 42" 48" 54" 57' 60" 63' 66" 69" 72' 75' 78' 81" 84" 87' 54' 168.0 195.0 24' 147.0 195.0 24' 126.0 195.0 30" 123.8 173.3 30' 104.5 174.2 36" 108.9 152.4 36" 90.5 150.8 1 42" 98.8 138.4 42" 80.6 134.4 48" 91.9 128.6 48' 96' 73.5 122.5 54" 87.1 122.0 54" 68.2 113.6 57" 85.4 119.5 57" 66.0 110.0 60" 8410 117.6 60" 64.1 106.9 B3' 72" 83.0 116.1 63' 62.5 104.2 66" 82.2 115.1 66" 61.1 101.8 69' 81.8 1 114.5 24' 128.6 195.0 72" 81.7 114.3 30" 108.2 166.9 75" 75.4 114.3 36" 91.5 143.7 78' 70.0 112.0 42" 8f.f 127.4 81" 78.4 104.5 48" 108" 73.5 115.5 84" 73.5 110.3 54' 67.8 106.5 87' 69.2 103.8 57' 65.4 102.8 24" 133.6 195.0 60' 63.3 99.5 30" 112.0 179.2 24' 130.7 195.0 1 36" 98.0 156.8 30" 107.5 161.3 42" 88.4 141.5 36" 92.2 138.4 48" 81.7 130.7 42' 120' 81.5 122.2 54' 76.9 123.0 48' 73.5 110.3 57' 75.0 120.0 54" 67.4 101.2 60" 73.5 f 17.6 24 132.3 191.1 83' 78" 72.3 115.6 30' 108.6 156.8 86` 71.3 114.0 36' 132" 92.8 134.1 69" 70.5 112.8 42" 81.7 118.1 72' 70.0 112.0 48" 73.5 106.2 75" 69.7 111.5 24" 120.3 195.0 78' 69.6 111.3 30' 98.5 164.1 8l" 69.6 103.4 36' t44" 84.0 140.0 24" 147.0 1954 42' 73.8 122.9 30" 122.7 184.1 24' 122.5 195.0 36" 106.9 160.4 30` 156' 100.1 160.1 42' 96.0 144.0 36' 85.2 136.3 48' 88.2 132.3 54' 82.5 123.8 INTERPOLATION BETWEEN SIZES ALLOWED. 57" 80.3 120.4 60' 78.4 117.6 PRODUCT RENENNED as complying ult6 the Flurlda 63' 84 76.8 115.2 BUIw,In3 Codv 66' 75.5 113.2 Acceptance No 6 89' 74.4 111.6 E:Vu JD` i 72' 73.5 110.3 75" 72.8 109.3 A7lami Dade Product Control 2.5000 .845 84T192 .0FkID 584' 195.0 195.0 144.7 195.0 195.0 195.0 130.7 195.0 147.0 195.0 122.2 183.3 156.6 195.0 l 17.6 176.4 130.7 195.0 116.1 174.2 120.6 180.9 104.5 156.8 112.0 168.0 95.0 142.5 104.5 182.9 87.1 152.4 122.5 171.5 100.5 140.7 115.3 161.4 93.3 130.7 108.9 152.4 87.1 t22.0 103.2 165.1 81.7 130.7 98.0 156.8 76.9 123.0 112.0 149.3 87.1 116.1 106.9 160.4 82.5 123.8 102.3 153.4 78.4 117.6 24" 30" 36" 42" 48' 54" 57" 60" 63' 66" 69' 72" 75" 78' 81" 84" 87' 42" 1 -76.4 195.0 24" 30" 36" 42" 48' 54" 57" 60" 63` 86" 69" 72' 75' 78' 81" 84" 87" 60" 447.0 1954 156.8 195.0 125.4 188.2 147.0 195.0 112.0 168.0 144.0 192.0 103.4 155.1 144.0 186.7• 98.0 147.0 122.2 183.3 95.0 142.5 112.0 168.0 94.3 141.5 103.4 155.E 94.1 141.1 96.0 168.0 85.5 141.1 112.0 156.8 94.1 137.2 105.0 147.0 90.5 126.6 98.6 138.4 84.0 117.6 93.3 149.3 78.4 125.4 86.4 141.5 73.5 117.6 100.8 134.4 83.0 tf4.7 96.0 144.0 78.4 117.6 91.6 137.5 74.3 111.4 24' 30" 36" 42' 46" 54' 57' 60" 63" 66' 69' 72' 75" 78' 81' 87" 48' 195.0 195.0 24" 30" 36" 42" 48' 54' 57' 60" 63' 66" 69' 72" 75' 78' 81" 84" 87" 66' 163.3 195.0 171.1 195.0 138.4 193.7 156.8 195.0 122.5 171.5 144.4 188.7 112.0 156.8 147.0 183.8 105.0 147.0 117.6 176.4 100.5 140.7 106.9 160.4 99.0 138.6 98.0 147.0 94.1 137.2 90.5 158.3 85.3 136.3 105.0 147.0 97.2 136.1 98.0 137.2 89.1 82.2 124.7 115.1 91.9 128.fi 86.5 138.4 76.4 122.2 81.7 130.7 71.3 114.0 92.8 123.8 80.2 106.9 88.2 132-3 75.5 113.2 84.0 126.0 71.3 106.9 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +} INT. ( -) 19 -1/8" 26 -1 /2` 37" 53 -1 /8" 26" 195.0 195.0 195.0 195.0 195.0 195.0 162.3 195.0 19 -1/8" 26 -1/2' 37" 53 -1/8` 38 -3/8" 195.0 195.0 190.8 195.0 172.7 195.0 130.0 195.0 19 -1/8" 26 -1/2" 37" 53 -1 /8" 50 -5/8" 195.0 195.0 171.0 195.0 142.5 178.1 120.3 165.2 19 -1/8" 26 -1/2" 37' 53 --1/8' 63" 165.7 195.0 128.4 195.0 102.9 180.0 87.5 153.1 19 -1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 171.1 195.0 130.9 195.0 102.6 164.2 83.6 133.7 i ti #14 SMS 1-1/2' MIN. WOOD EMBED AT 6" FROM ENDS AND 17" O.C. MAX. AT HEAD /SILL /JAMB U 1 rn (n z P Lu 0 � U 0 �M CY 0 ®a.ap to b ul ~"} 0 0 N im to Z M ,°o' LLI x ix C O ru LIZ Z o a 304 #14 SMS AT 6" FROM ENDS 00 'M O ri AT HM/SILL/JAMB LL/JAMB Z W Z c) , o tail to �' O O --1 U r Q L 0 m cgs ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEIuj b ul ALUMINUM BUCK FRAMING DETAIL 125 .903 � drawing no. `° REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ALUMINUM BJiCI� OPTIONAL COVER A X99 ^ � Q USE LOWER APPUCA13LE VALUES. 6063 --T6 6063 -T6 AUDI 12013 sheWt 1 1 of 12 E 1" MIN. 06lri� INSTALLATION TYPE '5' n o o o 28Y WOOD BUCK OR WOOD STRUCTURES o TYPICAL INSTALLATION DETAIL. L 0 m cgs ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEIuj 065 Engr JAVAD AHMAD m rn o CIVIL FLA. PE 0 70592 1 0 .. 1.125 ALUMINUM BUCK FRAMING DETAIL 125 .903 � drawing no. `° REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ALUMINUM BJiCI� OPTIONAL COVER A X99 ^ � Q USE LOWER APPUCA13LE VALUES. 6063 --T6 6063 -T6 AUDI 12013 sheWt 1 1 of 12 E • PERFORMANCE VALUES OF "ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. %AADTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +} INT. {--} WIDTH HEIGHT EXT. ( +j INT. ( -) EXT. { +) INT. {-) WIDTH HEIGHT EXT. { +) INT. ( -j EXT. ( +) INT. { -) WIDTH HEIGHT EXT. (+j INT. ( -j EXT. ( +) INT. ( -} 24" 30' 36' 42' 48" 54' 57' 60' 63" 66" 69' 72" 75' 78' 8l" 84' 87' 36" 169.5 195.0 24' 30" 36" 42' 48" 54" 57' 60' 63' 66" 69' 72" 75' 78" al" 34" 87' 54" 129.1 193.7 24' 113.0 158.2 24" 96.9 161.4 30 "• 95.2 133.2 30" 80.4 133.9 36" 83.7 117.2 36" 69.5 115.9 42" 76.0 106.4 42" 62.0 103.3 48" 70.6 98.9 48" 96" 56.5 94.2 54' 67.0 93.7 54" 52.4 87.3 57" 65.6 91.9 57" 50.8 84.6 60" 64.6 90.4 60K 49.3 82.2 63' 72" 63.8 89.3 63" 48.1 80.1 66" 63.2 88.5 or 47.0 78.3 69" 62.9 88.0 24' 98.9 155.4 72" 62.8 87.9 30" 81.7 128.3 75" 57.9 87.9 36" 70.3 110.5 78' 53.8 86.1 42" 62.3 98.0 all 60.3 80.4 48" 108" 56.5 88.8 84' 56.5 84.8 54" 52.1 81.8 87" 53.2 79.8 57" 50.3 79.0 24' 102.7 184.4 SO" 48.7 76.5 -3(r - - -- -88a - 137.8- 24' _ _ 1004 -- 150.7 -- 36" 75.3 120.5 30' 82.7 1940 . 42" 68.0 108.6 36" " 70.9 106.4 48' 62.8 100.4 42' t 20 62.6 93.9 54' 59.1 94.5 48" 55.5 84.8 57' 57.7 92.3 54" 51.8 77.8 60" 56.5 90.4 24' 101.7 146.9 63" 78" 55.5 88.9 30" 83.4 120.5 66' 54.8 87.7 36" 132" 71.4 103.1 69' 54.2 86.7 42" 62.8 90.7 72' 53.8 86.1 48' 1 56.5 $1.6 75" 53.6 85.7 24" 92.5 154.1 78" 53.5 6516 30" 144" 75.7 126.1 81' 53.5 79.5 36" 64.6 107.6 24' 113.0 169.5 42" 56.7 94.5 30' 94.3 141.5 24" 94.2 150.7 36" 82.2 123.3 30" t 56" 76.9 123.1 42' 73.8 110.7 36' 65.5 1 104.8 48" 67.8 101.7 54" 63.4 95.2 57" 61.7 92.6 60" 60.3 90.4 63" 84:' 59.0 88.6 66" 58.0 87.0 69" 57.2 85.8 72" 56.5 $4.8 75' 56.0 84.0 ON ALL �C T . INTERPOLATION BETWEEN SIZES ALLOVIEO PRODUCT omplyiRI:NBthe Florida sa complying 114ti1 the i: Building Code �~ Acccptauce No _ .. Bxplsali�n,I7 {.' 155.0 195.0 111.3 166.9 150.7 195.0 100.4 150.7 113.0 150.7 93.9 140.9 120.5 150.7 90.4 135.6 tOO.4 150.7 89.3 133.9 92.7 139.1 80.4 120.5 86.1 129.1 73.1 109.6 80.4 140.6 67.0 117.2 94.2 131.8 77.3 108.2 88.6 124.1 71.7 100.4 83.7 117.2 57.0 93.7 79.3 126.9 62.8 100.4 75.3 120.5 59.1 94.5 86.1 114.8 67.0 89.3 82.2 123.3 63.4 95.2 1 78.6 117.9 60.3 90.4 24" - 30` -- 36' 42' 48" 54" 57' 60" 63" 66" 69' 72' 75' 78' 81" 84' 87' 42' 135.6 180.8 24" 30" 36" 42' 48" 54' 57" 60' 63" 66" 69' 72" 75" 78" 81" 84" 87' - - 60' 713.0 169.5 - -12QS 160.7- - - 96.4 -- - - -144X 113.0 150.7 86.1 129.1 110.7 147.6 79.5 119.2 110.7 143.5 75.3 113.0 93.9 140.9 73.1 109.6 86.1 129.1 72.5 108.8 79.5 119.2 72.3 108.5 73.8 129.1 65.7 108.5 86.1 120.5 72.3 105.5 80.7 113.0 69.5 97.4 76.0 106.4 64.6 90.4 71.7 114.8 80.3 96.4 68.0 108.8 56.5 90.4 77.5 103.3 63.8 85.1 73.8 110.7 60.3 90.4 70.4 105.7 57.1 85.6 24" 30' 36" 42' 48" 54' 57' 60" 63" 66' 69' 72" 75" 78" $t" 84" 87" 48" 150.7 188.3 24" 30" 36" 42' 48' 54" 57" 60" 63" 66" 69' 72" 75" 78" 8l' 84" 87' 66" 125.6 175.8 131.5 1644 106.4 148.9 120.5 150.7 94.2 131.8 110.7 143.5 86.1 120.5 113.0 141.3 80.7 113.0 90.4 135.6 77.3 108.2 82.2 123.3 76.1 106.6 75.3 113.0 72.3 105.5 69.5 121.7 65.6 104.8 80.7 113.0 74.7 104.6 75.3 105.5 68.5 95.9 70.6 98.9 63.2 88.5 66.5 106.4 58.7 93.9 62.8 100.4 5418 87.7 71.4 95.2 6t.6 82.2 67.8 101.7 58.0 87.0 64.6 96.9 54.8 82.2 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOlf DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. {+) INT. ( -) EXT. ( +) INT. { ) 19 -1/8" 26 -1/2" 37' 53 -1/8" 26' 195.0 195.0 185.4 195.0 156.5 195.0 124.8 187.2 19 -1/8' 26 -1/2' 37' 53 -1 /8" 38 -3/8" 177.2 195.0 146.6 195.5 132.8 177.0 100.0 149.9 19 -1/8" 26-1/2* 37" 53 -1 /8" 50 -5/8' 165.6 195.0 131.4 164.3 109.5 136.9 92.5 127.0 19 -1/8" 26 -1/2" 37' 53 -1/8' S3" 127.4 195.0 98.7 172.8 79.1 138.4 67.2 117.7 19 -1/8' 26 -1/2" 37' - 53 -1 /8" 74 -1/4 " - 131.5 195.0 100.7 161.1 - 78.9 - 426.3- - 64.2 102.8 #14 SMS ftAU11�1 ©CC N FROM ENDS 170 O.C. MAX AT HEAD/SILL/JAMI A b 2'1/2° I+ItN.a a X1/4" DIA. KWIK- CON /ULTRACON 'a - - EDGE DIST. 1 -1/4" MIN. CONC. EMBED 1 -3/4" MIN. FILLED BLOCK EMBED AT 6' FROM ENDS AND 17" O.C. MAX. (10" O.C. ALT.) INSTALLATION TYPE '6' AT HEAD /SILL /JAMB TYPICAL INSTALLATION DETAIL UR SIDESIUSING ALUMINUM SUCK SYSTEM Engn JAVAD AHMAD CML RA PE 1 70592 N& CAN. 3 -1 . %%% ssy Miwni Dade P,oduci Contra ALUMINUM BUCK FRAMING DETAIL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 12013 u o i rn rn Ia E N a O O �aa C1 � �n 0°ca$ a aIn a Z M 3 W (J) - x W ti 0 Z � ¢ ci o N ZZ� n LLI 0 is _o_ W Q0 1 V) fl rd b �acti'ni� zz 01 � Og_g N q N � Y :ULIJ n JLf5J drawing no. W99 --10 SNUBBER t-� FAT IMPACT WINDEIWS ONLY OPG. f" WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 0 W w GE —NERAL WINDOW SECTIONS FLANGE FRAME FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES ----------- a .. D.L. OPG. 2 1/2" VENT WIDTH 1" WINDOW WIDTH MAXIM MULTI POINT LOCK 9A BY 'TRUTH' ALT. TO CAM LOCKS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED 42" ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE 63" USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD 84" CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. aTEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAX. WDV1. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 WINDOW WIDT VENT WIDTH D.L. OPG. WW -7" I I l l /� II . n � II II if tt == I � TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS 6" MAX. TYP a � Q' - z p � in'o o wo (n L, SURFACE APPLIED FALSE MUNTINS OPTIONAL I 24" MAX. TYP. AT HEAD /SILL MAX. WOW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 13 uitdue coinlgevillstits i1a4YiG5 r i3- co Coma AcceSto�ica N0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. iSStpUstiauDa" SHUTTERS ARE NOT REQUIRED. viY NUmni Dade 3'ro�uet Contra -IAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE FOR MULUON/MULTIPI E UNITS. REFER TO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SEPARATE CGI MULLION N.O.A. 0 o Z m it 00 9 4 U lz Q 0 t a. v'53 00 K<< ,l Oca Is - wN�o,v I!� z rn _ 352Q, QWHE Iff Z in O w o ti. oLtj F�J h N C-4 M ca z z W) t U guj fA O O U O O IL � Y -Z 7 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. En9r: JAVAD AHMAD' a� o CIVIL ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA. PE / 582 N ti EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C . 35 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE m NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. :� • 4 21112 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT R 0 4 813 W98- -1 OC COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 7 r r M 1, • 0 SNUBBER AT IMPACT WINDOWS ONLY 3/4" VENT WIDTH WINDOW WIDTH EXTERIOR OPG. GENERAL WINDOW SECTIONS EQUAL LEG FRAM FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. NTS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS WINDOW WIDTH VENT WIDTH VIW- -1 1/2" D.L. OPG. YAY -6 1/2" MAX. Y1DY1. HEIGHT LOCK POINTS 42" II if 63" 3 84" 4 N N M Owv { ..f O cq `- p3�rn II \ II II Z_ z� tn C. p O j p \\ MAX. Y1DY1. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 PRODUCT RENELY30 0 comply ins .1401tile, Florida Building Code %&0i AccePtanee NO �xp' io• Da Ivtiau�, Dada Product Conirer tt �i C3 00 2 0) 0 N IN 6" MAX. TYP. Q HEAD /SILL OJ O CORNERS O c? to 0 r�a GILap A a 0 N . 0 a a Qw0 a ILZrA � 'a Qw� SURFACE APPLIED —FALSE MUNTINS OPTIEWL io rn-,N 1 _ 1 24" MAX. rep. �sj r I AT HEAD /SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS Engrr JAVAD AIM cm ETA. PE 74592 N. 538 6+C' 4 MAX. WDY1. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 W � 4! O U at"0Ix m X drawing no. W98 -100 sheet 1.1 of 7 :rt N U Z in it N M Owv 0 � O cq `- p3�rn Z_ z� tn C. p O W � 4! O U at"0Ix m X drawing no. W98 -100 sheet 1.1 of 7 1 i `, �, ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. FRAME COF 13 CORNER KEY 080 THICK ST. STEEL N 2 5/8- o CORNER KEY 062 THICK ALUMINUM ip 0 FLANGE FRAME f `� 2.075 I 1 .768 .080 TYP. 1A EQUAL LEG FRAME 2.715 IXEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 COI -373 4 FLANGE FRAME 6063 -T6 INDALEX OR £OUIV. to CGI -387 4 EQUAL LEG FRAME 6063 -T6 INDALEX OR EGUIV. 2 COI -378 4 VENT (5/16- LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 2B CGI -381 4 VENT (INSUL. LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING BEAD 6063 -T5 INDALEX OR EGUIV. 3A CCI -396 4 SQUARE GLAZING BEAD 6063 -T5 INDALEX OR EOUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING - SCHL.EGEL APTUS 7 0250 -K -190 AS REOD. VENT WEATHERSTRIPPING - SCHL.EGEL O -LON 8 35- -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED YI/ (6) #8 X 3/8- SS SMS 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SMS SA - 1/ VENT MULTI POINT LOCK - TRUTH 98 - i/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER. AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 010 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED VI/ (2) #8 X 3/8- SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8' SS SMS 13 - 2/ CORNERt FRAME AND VENT ASSEMBLY SCRE'NS - #10 X 1 -1/4- SS SMS 13 PRODUCT RENB.V1RD As complying with tho Flaftdill I3uildingCodo .�. IM-14 Acceptance No E�0 on Date y r minli Made Product Centro CIVIL FLA. PE CA i p--- 1.757 1 co .090 TYP. Z ti 3 1.875 0 720 d 2 1.438 O Ln :2 0 w °v �Q U. 1.222 0 6 d � h Q VENT (5/16" LAM. GLASS) Q'ox y 1.757 0 4 4 < 00�a +� o .090 TYP. - 1.875�j�j J (+} M G 1.438 ..s 1.624 z I 2B VENT (INSUL. LAM. GLASS) U in 1.757 Lu Lu o W .090 TYP. 1.875 BI: -M 720 Qty r} Ln Ln -- 1.438 z z cl0 y to _ O L1.347— a C9 p i N U —2 l' 2C VENT (7/16" LAM. GLASS) 754 .383. 9i iii, P I � .830 I o 1.617I� O CGI --375: OGEE GLAZING STOP" W oo 753 vi � Q .808 830 � 9 0 .617 II ® CGI --396: SQUARE GLAZING STOP R m N y 2 � 2013 a Mai u drawing no. W98 --100 sheet Z of 7 F � s y °.a 1/8- ANN. GLASS .090 1NTERLAYER SAFLEX PVB BY 'SOLUTW' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 6" ANN. GLASS 090 SAFLEX PVB BY 'SOLUTW R S .075 VANCEVA STORMGLASS BY 'SOLUTW' .090 SENTRYGLAS BY 'DUPONT' 6" ANN. GLASS SILICONE G£ -1200 : now 995 DOW 899 7/16" NOMINAL GLASS TYPE 13' 16" HEAT STREN'D GLASS 090 SAFLEX PVB BY 'SOLUTW INTERLAYERS E, .075 VANCEVA STORMGLASS BY 'SOLUTW .090 SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SQUARE BEAD SILICON£ OPTIONA GE -1200 ALL GLASS TYPE DOW 995 it it DOW 899 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS HO SHUTTERS REQUIRED REFER TO SHEETS 5 MU 7 FOR 1NSTALCkT10114 DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) INT. ( -) EXT. (+) INT. ( -) EXT. (+) INT. ( -) MOTH HEIGHT EXT. (+) 1 NT. ( -) EXT. (+) 1 NT. ( -) EXT. (+) t NT. ( -} 20" 24' - -28 -- - - -- 110.0 194.3 110.0 195.0 110.0 195.0 20" 24- -6F -- 86.7 86.7 110.0 195.0 110.0 195.0 110.0 -140.0 -- 161.9 - 38,8 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 _ 1.95.0_ I -10.0- -- -114 $4 2 - -- -1- 10.0 -- 120.0 110.0 - t20.0 30: 32- 36" 40" 42- 110.0 129.5 110.0 195.0 110.0 195.0 30" 32" 60.6 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 20" 24" 28- 30' 32" 72- 66.4 66.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 48.9 110.0 120.0 110.0 120.0 20- 24' 28" 30' 32- 36- 40" 42- 42" t� /J 1 10.0 156.5 110.0 195.0 1 10.0 195.0 46.0 46.0 1 10.0 120.0 1 10.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.6 43.6 110.0 120.0 110.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 20' 24" 28- 30" 78- 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 43.8 43A 110.0 120.0 110.0 120.0 104.1 104.1 "0 .0 195.0 110.0 120.0 3811 38.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 83.3 83.3 110.0 120.0 110.0 120.0 20- 24" 28' 84" 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 34.9 34.9 11010 120.0 110.0 120.0 20' 24" 28" 30" 32' 36" 40' 42- 48„ 110.0 145.7 110.0 195.0 110.0 195.0 - - 110.0 120.0 - - 110.0 121.4 110.0 195.0 110.0 195.0 19 -1/8" 26 -1/2- 37- 42" 28° 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 110.0 t95.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 t 95.0 * 110.0 195.0 80.9 80.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37' 42" 38 -3/8- 110.0 190.6 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 1 t0.0 137.5 110.0 195.0 110.0 195.0 69.4 69.4 110.0 120.0 - - 98.5 98.5 110.0 194.5 110.0 120.0 20" 24" 28" 30: 32- 36" 40" 42" 110.0 129.5 110.0 195.0 110.0 195.0 86.8 86.8 110.0 120.0 110.0 120.0 98.0 107.9 110.0 195.0 110.0 195.0 19 -1/6- 26 -1/2" 37" 42" 50 --5/8" 110.0 144.5 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 19510 84.4 86.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 1 65.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 63" 96.7 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 - - 60.0 60.0 110.0 120.0 110.0 120.0 20' 24- 28' 30' 32' 36° 98.8 112.6 110.0 195.0 110.0 19510 19 -1/8- F26-1/2- 74 --1/4" 63.0 63.0 110.0 195.0 110.0 120.0 85.8 95.4 110.0 195.0 110.0 120.0 46.6 1 46.6 1 110.0 120.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 NOTE: LOAD /AREA LIMITS FOR + 110.0, - -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 PRODUCT R.ENEIVED as coruplyl1w wills the viotida Builditl3 Cade Amptance ilo "° M. Cvirz 1011 ]data _ Zo + N-liaini Dade Product Control LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI P01NT LOCK BY 'INETRLOCK' 98 IS USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 CIVIL, FIA. PE 0592 C 6 6t4 - U i Z' 0 Z ° � a LILI t °v U. 08 a Ci Q m 0'X >m 8 0IL<g.4 0 Ix o 0�rr I d Q wow us L. zN 'O 0� M © a CD �u x o N o3M 0 °m U) a o °z aaM 1w as iv N � droving no. W98 -100 sheet 3 of % I 1/8" TEMP. GLASS AIR SPACE t-1/8" ANN. GLASS 1/8" TEMP. GLASS AIR SPACE r-1/8" TEMP. GLASS 090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' 090 SENTRYGLAS BY 'DUPONT' r1/8" ANN. GLASS SILICONE GE -1200 DDW 995 DOW 899 3/4" INSULATED GLASS TYPE 12A' PERFORMANCE VALUES OR IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A` GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 6S" 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 30" 32" 36" 40' 42' 36° 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 92.5 92.5 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42' 42' 110.0 166.5 110.0 195.0 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20" 24' 28" 30° 32' 36" 40" 42' �, 110.0 145.7 110.0 195.0 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 91.1 91.1 110.0 120.0 110.0 80.9 110.0 120.0 72.8 110.0 120.0 E69.4 69.4 110.0 120.0 20' 24" 28" 30" 32" 36" 40" 42" W 129.5 110.0 195.0 . 107.9 110.0 195.0 92.5 92.5 110.0 120.0 84.4 86.3 110.0 120.0 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 64.8 64.8 110.0 120.0 61.7 61.7 110.0 120.0 20" 24' 28° 30" 32" 36' 60. 98.8 112.6 110.0 195.0 85.8 95.4 110.0 120.0 76.7 $3.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 090 SAFLEX PVS BY 'SOLUTIA' RLAYERS f .075 VANCEVA STORMGLASS 13Y 'SOLLITIA' .090 SENTRYGLAS BY *DUPONT' 1/8" TEMP. GLASS SILICONE 3E -1200 DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) I 1 NT. ( -) EXT. ( +) I 114L (--) 20" 24' 28" 30" 32' 6S" 86.7 86.7 110.0 169.0 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 60.6 60.6 110.0 118.2 57.5 57.5 110.0 112.2 20' 24' 28° 30" 32" 72" 66.4 66.4 110.D 120.0 56.1 56.1 109.3 109.3 48.9 48.9 95.3 95.3 46.0 46.0 89.8 89.8 43.6 43.6 85.0 85.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 38.1 38.1 74.3 74.3 20" 24" 84" 41.5 41.5 80.8 80.8 34.9 34.9 68.0 68.0 19 -1/8' 26 -1/2" 37° 42° 26" 110.0 195.0 110.0 195.0 110.0 203.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 128.1 110.0 95.04 19 -1/8° 26 --1/2" 37' 42" 38 -3/8" 110.0 190.6 110.0 195.0 110.0 137.5 110.0 195.0 98.5 98.5 110.0 120.0 86.8 86.8 110.0 120.0 19-1/8- 26 -1/2" 37" 42" 50 --5/8° 110.0 144.5 110.0 195.0 99.7 1 104.3 110.0 195.0 74.7 74.7 110.0 120.0 65.8 65.8 110.0 120.0 19--1 /8" 26 -1/2" 37" 63" 96.7 104.2 110.0 195.0 74.9 77.9 110.0 120.0 60.0 60.0 110.0 117.0 19 -1/8' 26 --1/2' 74 -] /4" 63.0 63.0 110.0 120.0 46.6 46.6 90.9 1 90.9 NOTE: LOAD /AREA LIMITS FOR + 110.0. -120.0 PSF = 16.34 SQ. FT. + 110.0, -195.0 PSF = 10.00 SO. FT. SQUARE BEAD OPTIONA ALL GLASS TYPE'. LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED VRODUr, r as con-100113 nits tue Florida 13uildlugCO&I t �� Acc�l ;inuca S�11r s 13.1+ +0_ rs- (0Ittnsui:�7?iPii' I'i:�3!tr:i (",patEa NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY. STATEMENT DCA05- DEC -219 CIVIL FLA. OE, 1 70592 C.A.N. 538 2013 �� ca � m N 8 Q Q O M O M S ®aa� A ®'tea z9 M to ,. Q w�� U z - rn � � - ou ��N a o �N� 0 y', . m C Cg W V LD Lu fn O � t4.t 12 c Tw IL3 z s ro ` N � S drawing no. W98 --10( sheet I r s -, s SEALANT SEALANT 4 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 9 H z a a I" MIN. 2-1/2' MIN. 1� j 2 1/81/8" t� INSTALLATION TYPE ' 1 WOOD BUCK TYPE 'I MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES7t ]N—Q�_ WOOD — - - -- - -- TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3 /V" s a �r q '0 Q •' a vV - • d . BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '3' WOOD K MATER : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES-JUSING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2 -1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT SEALANT 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION A `tn a V a -. 6 .1" MiNa . 2 -1/2" MIN. Cl><l 2 I /W MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE 'z' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES&SING WOOD 4 4'a d '• •' 81 I' MIN. INSTALLATIghl TYPE ' rHOR LOCATION SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION e � 4� c INSTALLATION 8Y OTHERS WOOD BUCK TYPE '4' MATESI8L: PRESSURE TREATED • 1 VRODUcr pr:1yp-WI?b 'w c0i)1*11181 n4t11 the Florida 1311 €Icon;; Cocle I Acceplauce INTO. _ Aty €4'i3vnli- .L)ade.Prnducl Co +�! ~.! � a to Engr. JAVAD AHMAD �r n CIVIL ° FLA. PE'>7092 N C.A.N. 38 ai N w drowing no. 9420131 W98 -1 OC sheet 5 of 7 I , 4� 0 TYPICAL ANCHORS I SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION qq d rn STRUCTURES IL 5 1/8" THK. MIN. O w U 0 0 m 0 m is 0oQ�r°I ' a 0 mm d w . �zU .o M Q dwf ATTACHMENT TO Rm Z METAL STRkjQTURES 1/$" LAIN. Q f5 i TYPICAL ANCHORS ELEV. FOR SPACING cV t r T-1 SEE SHEET 6 FOR DESCRIPTION {n � [SEE 11 II II t+) O Il z Z rw _C) II fl I I U �g N Il 11 II ll I L- --J L Wzztix� ATTACHMENT TO t* N cn U APPROVED MULLION$ w o 0 0 eli Z 0 2 2 cc � a to Engr. JAVAD AHMAD �r n CIVIL ° FLA. PE'>7092 N C.A.N. 38 ai N w drowing no. 9420131 W98 -1 OC sheet 5 of 7 I , ti -0 - s INSTALLATION CONDITIONS EQUAL LEG FRAME APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 � • a a S 4 tr. IT qQ ? q r Z 4 r d 1" -MIN. 2 -1/2" MIN. INSTALLATION TYPE '1' 1� 2 1/8° WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION, DETAIL -QN ALL FOUR SIDES /USING WOOD 4 Q 4 qQ - 4 d 1" MIN. pa.-muravel TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" BUCK INSTALiAT10N 13Y OTHERS WOOD BUCK TYPE '3' MATER : PRESSURE TREATED y` _ a a af_ a •�i WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 cl ° I < a•, z \tin 2 1/8° MIN. a 1 ° MIN 2-1/2" MIN. INSTALLATION TYPE '2 WOOD BUCK TYPE--'2 -- - - -- _ _ MATERIAL PRESSURE TREAT-EE TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 4 4 toqQ • 1° TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 14 2 1/8" MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE 14' n + ` WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED INRODUC'F RENF\'!ED vs convi !pitsv, .Alh ilic Florida Ltuildh;"i COs+. 12-142-044 y AriiplaitC", too _ _ ��� i Expi orte[3aie G• N1ia~a}i 1Dade 1'm�•�t i'ntitt9 Fla PE Carl. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/8" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING r— — ` SEE SHEET 6 FOR DESCRIPTION EI 11 II It II 1 1 .}- — 11 11 ATTACHMENT TO APPROVED MULLIONS U I to 0 tL I QOa lu I✓ v 0 g O M a m p aaQ 0 coa a d��U. tq o to J 0 (9a 1 < Um � N z_- r� Ot�j o om IdsN o 5 LO, m M � p�Mrn N zz� c) is U ° w � o LA tLl U Zz0! 0, 1 C pO_ O N a N � S droving no. W98 -10C sheet 5.1 of 7 k s' y %! 0 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS }PITH SHEAR CUP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+) /INT.( --) £XT.(+) /INT.( --) EXT.( +) /1NT.( -) £XT.(+) /INL( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 195.0 195.0 154.8 19510 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 19510 86.0 114.7 135.0 180.0 77.4 103.2 128.6 171.4 73.7 98.3 20" 24" 28" 30" 32" 36" 40" 42" 42" ! 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.8 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 28" 30" 32" 36" 40" 42" 48" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24" 28" 30" 32" 36" 40" 42" 54" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 19510 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24" 28" 30" 32" 36" 60" t95.0 195.0 123.8 185.8 180.0 195.0 1 03.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.6 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 20" 24" 28" 30" 32" 66" 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 20" 24" 28" 30" 32" 72" 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 20" 24" 28" 30" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 20" 24" 28" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 1651.9 165.3 195.0 94.8 i 42.2 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS WIO SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.(+) /INT.( -) EXT.(+) /INT.( -) £XT.(+) /1NT.( -) 19 -1 /8" 26 -1/2" 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19 -1/8" 26 -1/2" 37" 38 -3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19 -1/8" 26-1/2- 37" 50 -5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 IS-1/8" 26 -1/2" 37" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 11116 19-1/8 26-1/2 74-1/4!' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 1 151.1 ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP PRODUCT RENLkVRD as complying Willi the Florida Building C0110 [ �„ Acceplatw: W'o TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1Z4" DiA, KWIK --CQN 11 BY ,HILTI' (Fu -163 KSI. Fy-157 KSI) 1„/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS QR SELF 12RILLING SrRE1y$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE .DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Y +- A PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT. ( +) WT. (-) WIDTH HEIGHT 20" 24" 28- 30" 32" 36" 40" 42" 36" 195.0 195.0 195.0 194.4 182.3 162.0 120.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 195.0 195.0 178.5 166.6 120.0 120.0 120.0 119.0 20" 74 -1/4- 195.0 - - -24` 28" 30" 32" 36" 40" 42" - - -- - 48" - 185 - -- 120.0 120.0 120.0 120.0 120.0 120.0 20- 24- 28' 30" 32" 36" 40" 42" 54" 195.0 195.0 120.0 120.0 120.0 120.0 120.0 120.0 20" 24- 28" 30" 32. 36- 60" 195.0 120.0 120.0 120.0 120.0 120.0 20" 24" 28" 30" 32" 66' 169.0 120.0 120.0 11&2 112.2 20- 24" 28" 30" 32" 72" 120,0 109.3 95.3 89.8 85.0 20- 24" 28- 78" 101.3 85.4 74.3 24" 84" 80.8 68.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT. { +) INT. ( -) WIDTH HEIGHT 19 -1/8- 26 -1/2- 37" 26- 195.0 195.0 195.0 19-1/8* 26 -1/2" 37- 38 -3/8- 195.0 195.0 120.0 19 -1/8- 26 -1/2- 37" 50 -5/8" 195.0 195.0 120.0 19-1/8- 26-1/2* 37" 83" 195.0 120.0 117.0 19 -1/8" 26-1/2 74 -1/4- 120.0 90.9 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1/4" DIA, KWIK -CON It BY 'HILTI' (Fu -163 KSI, Fy =157 KSI) DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY 8 - 1 jA- DIA. ULTRACON BY 'ELCO (Fu =177 KSI, Fy -155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1 --1/4" MIN. EMBED INTO CONCRETE 2 -1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C #14 SM (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C--90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. I I I i IiIL1 it I u]4 SMS AT 6- FROM ENDS //-17" O.C. MAX. AT JAMBS 24- Q.C. MAX. AT HEAD /SILL g� $ a -4 • ' ' ? 4 0 . d 6 . 4 KA AT o d• TYPICAL ANCHORS TYPE 'A' OR 'B' 6- FROM ENDS AND 1/2 2 2 1/2" MIN. 17" O.C. MAX. AT JAMBS EDGE Oi 24" O.C. MAX. AT HEAD /SILL INSTALLATION TYPE '5' #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24. O.C. MAX. AT HEAD /SILL I" MIN. INSTALLATION TYPE 213Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM 2.500 845° .065 5921- 50 2 Er 1: 1� -1.436 .125 ALUMINUM BUCK 6063 --T6 TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD /SILL .845 065 PRODUCT' RENEXVCD as complying with the Florida -7 I3trilditmice o � t 1.125AccepcnceNo��� F for D _ I� DH k CrMitani I7de 903 OPTIONAL CQVER CIVIL FLA. PE j 70592 6063 -T6 CJLN. 338 MAR 014 2013 4ax1 . Z N ci aIL 0 M 1� Ito OU ti v � c•I ; M 0aOdp 0 p� 0 a LL in tQ - a L� z aHE � rn Z -sir -- - ,n tjj (n o� 0 a ,r 5n (n 70 ► Z 2i -j O a C7 0 t a " o Q W a �0 oz tea ao ` g a � o o � N � n '0 droWing no. W98 --10( sheet 7 of 7 I T I II t I rl I u]4 SMS AT 6- FROM ENDS //-17" O.C. MAX. AT JAMBS 24- Q.C. MAX. AT HEAD /SILL g� $ a -4 • ' ' ? 4 0 . d 6 . 4 KA AT o d• TYPICAL ANCHORS TYPE 'A' OR 'B' 6- FROM ENDS AND 1/2 2 2 1/2" MIN. 17" O.C. MAX. AT JAMBS EDGE Oi 24" O.C. MAX. AT HEAD /SILL INSTALLATION TYPE '5' #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24. O.C. MAX. AT HEAD /SILL I" MIN. INSTALLATION TYPE 213Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM 2.500 845° .065 5921- 50 2 Er 1: 1� -1.436 .125 ALUMINUM BUCK 6063 --T6 TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD /SILL .845 065 PRODUCT' RENEXVCD as complying with the Florida -7 I3trilditmice o � t 1.125AccepcnceNo��� F for D _ I� DH k CrMitani I7de 903 OPTIONAL CQVER CIVIL FLA. PE j 70592 6063 -T6 CJLN. 338 MAR 014 2013 4ax1 . Z N ci aIL 0 M 1� Ito OU ti v � c•I ; M 0aOdp 0 p� 0 a LL in tQ - a L� z aHE � rn Z -sir -- - ,n tjj (n o� 0 a ,r 5n (n 70 ► Z 2i -j O a C7 0 t a " o Q W a �0 oz tea ao ` g a � o o � N � n '0 droWing no. W98 --10( sheet 7 of 7 I T wMD(yy) ___—CERTIFICATE OF LIA131LITY INSURANCc f fE' I PROWCWR FkU tnsur4me QrQUp 10/02113 -aw—&-gRTIMATE! is ISSUED AS A MATTER OF WWWATION 10967 SW 40 St ONLY AND coWEm No pje"T$ UpONrffe OF .RpFlCATr MWN' FL 33165 "OL. DOZ. THIS CERTW-IcAT-rt DOES NOT AMEW, EX .END OR (305)221-7876 PBX 55+70W RZ, �(�RDJNG COVERAGE NAIL # ETC_ UNLIMITEC) INr_ ViS_e� AMr= 7654 SW 113 Ct Miami, FL 33173- 305 COVERAGES We" ANY "WIREMENT, TERM OR OONMON -OF ANY CONTRACTOR MAY PERYAIN. THE NsuRANcE APFoRorzo j3Y THE p WITH IRESPECT TO WWIVrM CERTIFICATZ VAY BE Mum OR POUCIMAGGFIVOMAT5 OLMES DMCR'�MD MPM" 10 SIMI ECt tO ALL THE TOM, gkCW=N$A,"D CoMy 8 OF W rr-S-S _W MAY HAVE (ON CH ;NSR J.'rei TYPE CW INSURANCE my PoLloy rdumbm DA'Mf. GENERAL LIABILITY UMIT$ flul iN-A&♦tM_ =�SEAOJ" A LIABILITY CLAW MADE OCCUR lGENlAQQR80ATE LMT APPLIES PER: Q.POLny 11".j PROJECT C-1 LDC AUTOMOSILP LIAjKffY ANY AUTO ALLOWNeDAUTOS SCHEDUODAUTOS HIRWAUTOS Lj NON ovvNEDAuTos GARAW Ll"ILITY f'J Aw AUTO EXCESS / UMRE L"LITY 1 1 OCCUR 10 CLAM MADE DEDUCTIBLE RETENTION S 'WaiWi-66iiPERSATFOiAND EMPLOYERS' UASILJTY ANY PROPRIETOR I PARYw_R / EXECUTIVE YI 1 Or-FICER I AMBER EXCLUDED? . I— . . . OTHER *_*** * ** 69C"_RFPfI64 —or 6i�ERAjjoNs j L&AT-167Ni7l GENF-RAL CONTRACTOR LIABILITY, 156AUI $6401 -r(i —gc- -4 -- 11707MI2 11/07=13 1 &90 Exp NTED JA_ny nj!'soh) -, — i PE's` ONAL a ADV INJURY f WNERAL A60WMATE PRMUCTS - ClOWJOP AGG 20-00.000 #00ty INJuRy 9 cow)OD I L Y INJURY (P*r scofibno 7 Apor AUTO ONLY- EA ACCIDENT OVK'R TITAN AUTO ON yl ........... ....... 'Im EACH. EAtCH. OOCLII3RENCE A R.L. EA<Ai ACC09NT 9•• PisgASE - EA EWLOyEg R L, DISEASE - POLICY LMIT . ..... CANCELLAY0V SHOU40 ANY'or THE ASOVA DMCFWED PDIJCIIES OE CAWC8LLAD BEFORE YHE fiXPIRRY" 0ATX TJiERWF,'Mg ISSUING INSURG-R•WILL WDWAVOR TO MAIL MIAMI SHORES VILLAGE 3C DAYS WiRrf-TER NOTM TO " 141MWATIS HOLDER NAMED TO BUILDING DEPARTMENT Tflfft6T, 13UT FAILURE TO DO 90 VML IMPOSI! No OBWATION On L"ILITY 10050 NE 2 AVE OF ANY KIND bPM THIS INSUFdat, MIAMI SHORES FL 3:3138 I-ru—THoweo,RWR588NTAT(W ACORb 26 (29MI) QF J -ra-w--ved. 009 ACQ The AcloM ymm-e er 1 Frrdftg of ACORD s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 200330 Permit Number: WS -10 -13 -2228 Scheduled Inspection Date: December 02, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: JONES, WILLIAM Work Classification: Window /Door Replacement Job Address: 379 NE 94 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060136130 Project: <NONE> Contractor: ETC UNLIMITED INC Building Department Comments REMOVE AND REPLACE 6 WINDOWS WITH IMPACT Infractio Passed comments CASEMENT WINDOWS I INSPECTOR COMMENTS False November 27, 2013 For Inspections please call: (305)762 -4949 Page 5 of 24 Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 27, 2013 For Inspections please call: (305)762 -4949 Page 5 of 24