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WS-17-2530
Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. WS-10-17-2 530 Permit Type: Windows/Shutters Clths fkation: Window/Door Replacem PermitStatus: AF'PRCVED Issue Dat+ 111/3/2017 Expiration: 05/02/2018 Applicant 701 GRAND Concourse Miami Shores, FL 33138-2475 1132060172230 Block: Lot: OLGA NADJA ZUBRIK Owner Information Address Phone Cell OLGA NADJA ZUBRIK 701 GRAND Concourse MIAMI SHORES FL 33138- (305)604-1518 Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 Cell Phone Valuation: Total Sq Feet: $ 68,500.00 0 Type of Work: WINDOW AND DOOR REPLACEMENT 23 WIND No of Openings: 28 Additional Info: WINDOW AND DOOR REPLACEMENT 23 WIND Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $41.40 $5.70 $3.80 $13.80 $380.00 $9.00 $55.20 $508.90 Pay Date Invoice # 11/03/2017 10/24/2017 Pay Type WS-10-17-65444 Check #: 2491 Credit Card Amt Paid Amt Due $ 458.90 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is acc ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-nam=d tor to do the work stated. November 03, 2017 Authorized Signature: Owner / Applicant / ractor / Agent Date Building Department Copy November 03, 2017 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: -3 0 I ey-an d Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING PUBLIC WORKS C.0V1 CaUV C RECEIVED c°L'7 FMO1q Master Permit No. v vS \ R 2.S O Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF 0 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Folio/Parcel#: II -32-0(0-- 01-7 - Occupancy Type: Load: Construction Type: Miami Dade Zip: 33 /38 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 01361 ►Nad)q L k- Phone#: Address: —7 0 I Ci ✓4nd b5r1 C4U VS-6 City: IL'U Gt VLA S' WAS State: • i— Zip: 3313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:•Company Name: 1Le, per /4IS Cl`" ORO rrt?' J D►g n D Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ g/-CO D Phone#: 30,C G 6 State: Zip: Phone#: Certificate of Competency #: Phone#: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Wo State: 1 Zip: ❑ Repair/Replace ❑ Demolition WoL04? ric21-70 gs. Specify color o ff color thru tile: /� Submittal Fee $ G`�UCZ) Permit Fee $ 390 • CCF $ '-C I • 4-0 CO/CC $ Scanning Fee $ : l Radon Fee $ DBPR $ j • �Ci Notary $ Technology Fee $ S 5 ' 20 Training/Education Fee $ 13 • e Double Fee $ 125 Bond $ TOTAL FEE NOW DUE $ ! • 9.0 Structural Reviews $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address `City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 co l,t IA. • —14.j,-.S.4, OWNER or AGENT Signature The foregoing instru - t w.j' acknowledged before me this Th- forel l Cday of 20/7 ,by ho is personally known to CONTRACTOR cknowledgecffore me this , 20 ] , by , who is personally known to me or • has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 'otary Public - State of Florida P4 My Comm. Expires Apr 1, 2018 OF1t0on#FF Commisi163930 ******************************** APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: IP- MADAY DE A E ' ary ' ublic - State of Florida My Comm. Expires Apr 1, 2018 Commission # FF 163930 *****�e******************************************************************* 3)1) Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme Qualifier/Owner Signa Date Print Name DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI W ndows &Doors (10100NW 25_Street (Miami; FL 331�2,� 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"Sentine1120"A1uminumHorizontal Sliding Wrndow_=_L.M.J APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. tMISSI EL ACT RATINGi Large and' Small Missile Impact Resistant LIMITATIONS: 1. Glass lites wider than 36-inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/s-inch (Width) by maximum 553/4-inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMFDADE COUNTY APPROVED MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy )A No._15-0929. I3 lration ate:_September 22, 2020 Approval Date: _ May 19, 2016 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 '- along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact.Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTmNUEn) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. (Statement letter of conformance, of complying with FBC 5ih Edition (2014):and of no inancialinterest,dated :Q8/I7/15,,issued by Al. Farooq Coiporat on ignedd and sealed, (by Jaya& Ahmad P E 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Sent tatem_letter o con o=e, complying with FBC_51 Edition g014), and of n financial interest, dated July 18,.2014,..issued_by_A1-Farooq Corporation,_ signed and, sealed by_Javad Ahmad, ' .E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per '.E. Product Control E er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI Windows yan Doors, In ,1 09100NW 25 Street)%Iami,Fl 331'72 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) reservetheright 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" Outswing Aluminum„Casement Windorv_L.M I) APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. (MISSILE Imp _ barge and Sma11 Missile Impact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply, with any section of this NOA shall be cause for termination and removal of NOA. e- number-preeeded—by— he —wards -Miami -Bade —£aunty, Fler-ida--and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy Of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MANMADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy BOA a._ 0512.F9� (Expiration_Date: �October 26, 20181 proval Date _September 117,2015} Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact. Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA--3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large -Missile Impact Test per FBC, TAS 201 9/1 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. 1, P.E. (Submitted under previous NOA # 14-0506.01) Manuel Pe Product Control NOA No. 15- P.E. iner 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. 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 NOA # 08-1010.02) 7. 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. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted_und - .03) Manuel Pere Product Control Ex er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on OS/91/16_ C140140 Manuel Pere Product Control Ex' min r NQA No. 15- .I9 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. (Statement letter of conformance,: comp yn g with F CGS!thEdition (2014), dated April }1, 20f=4, issue• byl a� rooqCorporatlon, signed —ail sealed liy Javad Ahmad, P.E.) (Submitted under previous NO # 14: 0506.01), 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 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 NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL=0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/ 18. C14141P Manuel ' erez Product Control Ex • r NOA No. 15-05 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-4 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI Windows andMDoors, Incl (10100 NW 5 e ,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"2381Aluminum Fixed_ Window L M:I' APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window •. (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. (IVIISSILG AC n" ING: Large an m ss eImpac Resistan ; 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 rioted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. e—NOA number—prec-edcd by the—werds Miami-Dade--Geunty - Flerida,and followed by the expiration date may be displayed inadvertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0903.06 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 1(OA No.15-0512.16) (Expiration Datei, October 26, 2018" approval Date:_Sepptennber, 17, 2015', Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) 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 aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HETI 08 2143, HETI 08-2144 TI 0-7-4287 and HETI-07-4298,—dated 06/27/08 and 07/17/08, all signed and sealed by. Candido F. Font, P.E. (Submitted under NOA No. 08-1114.06) Manuel Perez, Product Control Exa NOA No. 15-05 6 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA's No. 08-1114.06) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 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 a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- 0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 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 NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014), dated 08/05/14, prepared by Al-Farooq Corporation, signed and sealed by Tavad Ahmad, P F, (Submitted_under_ revinus NOA No. 14-0903.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ' erez, Product Control Exa NOA No. 15-0 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 t- • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. (Statement_letter of conformance, complying with_FBC:5"' Edition (2014), ankof no) (financial interest, dated August 6, 2014,.issued by Al-Parooq Corporation,, signed and) sealed. by_Javad Ahmad, I E) (rSubmitied under previous NOANo._14-0903.06)) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, 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 NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., 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 NOA No. 01-0918.01) 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 NOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. \--)Afcutap,C..9 Manuel P re P.E. Product Contro Ex iner NOA No. - 512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} (CGI=Windows.& Doors,`Iric1 0100, N. W. 2'S' S! treet, l7VIiami, Fl. 331721 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION:, Series"Sentinel 165 Balcony reeze _ ing e:Outswiing Aluminam.doorvvi S — LMI APPROVAL DOCUMENT: Drawing No.AD16-05, titled "Series Sentinel 165 Balcony Breeze Aluminum Outswing Door", sheets 1 through 13 of 13, prepared by MCY Engineering, Inc., dated JUL 05, 2016, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. (MISILE IMPACT ILATTl�TG:�arge arc SmaIl'Missile Imp t Limitations: 1. See Design Pressure ratings and DLO (day light opening), in sheets 2. See sheet 3 for the door and the SHW (Single Hung Window) glazing options. 2. The latch lock (item #M-20& #M-22) and 3-point CGI lock mechanism w/ dead bolts (item #M-21 & M-23) are integral part of each door w/SHW. Also the SHW is integral part of the single Door. 3. The Exterior lite of insulated laminated SHW using glazing option B-1, must be tempered, when used above 30' above the grade (Small Missile Impact area). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. M1AMI-DADE COUNTY APPROVED vvt" MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Rov/economy .:16.032COT r y28,202t :July 28 20 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.AD16-05, titled "Series Sentinel 165 Balcony Breeze Aluminum Outswing Door", sheets 1 through 13 of 13, prepared by MCY Engineering, Inc., dated JUL 05, 2016, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of single aluminum outswing door w/ SHW, prepared by Certified Testing Laboratories, Inc., Test Report No. CTL 3076W, dated 12/21/15 for specimen #1, 2, & 3, signed and sealed by Ramesh Patel, P.E. Along with manufacturer's parts and section drawing marked -up drawings of single aluminum Inswing door w/ SHW, prepared by Certified Testing Laboratories, Inc., Test Report No. CTL 3076W-1, dated 12/20/15 for specimen #4, 5, & 6, signed and sealed by Ramesh Patel, P.E. (Note: The above test reports have been revised by an addendum letter issued by Certified Testing lab dated June 27, 2016, signed and sealed by Ramesh Patel, P.E.) 2. REF test report HTL 0080-912-97 per SFBC PA 202, 201/203-94. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5tn Edition), prepared by MCY Engineering, Inc., dated MAR 18, 2016, signed and sealed by Yiping Wang, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. F. STATEMENTS 1. (Statement letter of conformance to FBC 2014(5 d fion) and letteruof no financial interest) (prepared by. MCY Engineering, Inc.,xdated MAR 14, 2016, signed and sealed by Yiping Wang,;P E [2_) 1Labcompliance_an addendum letters, as part of the above reference test reports. G. OTHER 1. Test proposal dated 03/21/15 approved by RER. \ LLR u �slti-. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 16-0329.01 Expiration Date: July 28, 2021 Approval Date: July 28, 2016 E-1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.gov/economy (CGI? Vindows & oors, Inc. 0100-N _vW. 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 "450"Aluminum Qutswing_glazed Doors.w/wo,Sidelites_Impact APPROVAL DOCUMENT: Drawing No.W98-01 Rev N, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. \IVnssIL Ar_. T R.ATING:.Large and Small Missile Impact. Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control. The XX door in sheet 1_3 is a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type A1 (True muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 4. See Partial 7/16" & 1" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 5. The frame are of alternate size must not exceed 125 ft', nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews #14-1103.08 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED (NOA No _16-0329.044i Expiration ate _November 9, 20 (Approval Date: _June 30, 2014 Page 1 CGI Windows & Doors, Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & SideIites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #14-1103.08 /#12-0706.03/#11-1025.02/#09-0723.04) 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(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. • I�haq I. Chanda, P.E. Product Control Examiner NOA No 16-0329.04 Expiration Date: November 09, 2021 Approval Date: June 30 , 2016. E-1 s CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS (Submitted under files #14-1103.08) 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11- 1025.03) 3. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite GIass Interlayers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS (Submitted under files #14-1103.08) 1. (Statement letterof conformance to .FB 2 14(5th Edition) and letter of no nanciait interest, prepared by arooq_Corporation, ated 0/ /� signed; and_sealed= y� d (Ahmad,.P.E 2. Lab compliance and addendum letters, as part of the above referenced test reports. Java G. OTHER 1. This NOA revises & renews #14-1103.08, expiring on November 09, 2021. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10 approved by BNC. Isha4 I. Chanda, P.E. Product Control Examiner NOA No 16-0329.04 Expiration Date: November 09, 2021 Approval Date: June 30 , 2016 E-2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGLWindows &(Doors, Inc 1 (10100.NW 25` tree) (Miami, FL 33172) S COPE: 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. DDESCR1I'TION Ser►es Clipped, Extruded Aluminum Tube Mullion_with #373 Framing Member—L:M.I. APPROVAL DOCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision G dated 07/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. (MISSILE JMP'AT-CT RATING: Large and Small MissileImpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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# 15-0420.07 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 Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy O Yo.„ft-0112 031 Expiration Date:, April 25, 2022,1 proval Date: MarchA30 20 '1 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#02-0123.07) 2. Drawing No M95-13, titled "Mullion Elevations and Details", Sheets 1, 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision G dated 07/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#15-0420.07) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0105-08, dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA#08-0429.04) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA-202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-525, dated 02/12/95 signed and sealed by Hector Medina, P.E. (Submitted under NOA#02-0123.07) 3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02-0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 04/13/15 and 07/17/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#15-0420.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Peer z, P.E. Product Contril E ambler NOA No. -0112.03 Expiration Date: April 26, 2022 Approval Date: March 30, 2017 t CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance; complying wit FBC-5th Edition (2014),an o no $nancial interest, dated_April_13,,_2015, issued by Al-Farooq Corporation, s gned'_and) (sealed by_Javad Alunad,P.E) (Submitted under previous NOA#15-0420.07) 2. Laboratory compliance letter for Test Report No. HTL-0080-0105-08 issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA#08-0429.04) G. OTHERS 1. Notice of Acceptance No. 15-0420.07, issued to CGI Windows & Doors for their Series Clipped, Extruded Aluminum Tube Mullion with #373 Framing Member — L.M.I., approved on 08/13/15 and expiring on 04/26/17. Ctlatee-9 Manuel P e. P.E. Product Control x. iner NOA No. -0112.03 Expiration Date: April 26, 2022 Approval Date: March 30, 2017 E-2 • WINDOW / DOOR SCHEDULE MARK NO. DESCRIPTION GLASS TINT FRAME COLOR PANEL STYLE WIDTH X HEIGHT MANUF. / MODEL # EFFECTIVE AREA (SQ.FT.) ZONE GCp (+) GCp (-) CALC. WIND PRESSURE REQUIREMENT (P.S.F.) PRODUCT PRESSURE CAPACITY (P.S.F.) WATER INFILTRATION NOTICE OF APPROVAL (N.O.A.) THICKNESS/, TYPE REQUIREMENT D1 ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 7/16 LAMI (TYPE "B") MAHOGANY RED* BRONZE XX 74" X 84" CGI WINDOWS & DOORS "450" 21.8 INT (4) +0.94 -1.04 +38.1 41 5 +90 -90 YES 16-0329.04 W1 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") BRONZE BRONZE XIO X 37" x 50" CGI WINDOWS & DOORS "238" 12.8 INT (4) +0.98 -1.08 +39.4 -42.8 +74.7 _74 7 YES 15-0512.19 ALUMINUM CASEMENT FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "6") BRONZE BRONZE 74" x 50" CGI WINDOWS & DOORS "238" 25.7 INT (4) +0.93 -1.03 +37.6 -41.0 +70 -70 YES 15-0512.16 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") BRONZE BRONZE 37" x 50" CGI WINDOWS & DOORS "238" 12.8 INT 4 () +0.98 -1.08 +39.4 -42.8 +74.7 -74.7 YES 15-0512.19 O ALUMINUM HORIZONTAL ROLLER WINDOW -IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE XOX 111" x 50" CGI WINDOWS & DOORS "120" 12.8 INT (4) +0.98 1.08 +39.4 -42.8 +65 -65 YES 15-0929.13 , W3 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX 74" x 38'g" CGI WINDOWS & DOORS "120" 9 9 END (5) +1.00 -1.40 +40.0 53.7 +65 -65 YES 15-0929.13 W5 ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") BRONZE BRONZE 0 19 �' x 74" CGI WINDOWS & DOORS "130" 12 7 INT 4 () +0.98 -1.08 +39.4 -42.8_80 +80 YES 15-0413.03 W6 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX 53" x 38 CGI WINDOWS & DOORS "120" 7 1 INT (4) +1.00 -1.10 +40.0 -43.4 +65 -65 YES 15-0929.13 (� ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX a 37" x 38 g' CGI WINDOWS & DOORS "120" 4.9 INT (4) +1.00 1 10 +40.0 -43.4 +65 -65 YES 15-0929.13 WB ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX 37" x 38 a CGI WINDOWS & DOORS "120" 4.9 INT(4)+1.00 -1.10 +40.0 43.4 +65 -65 YES 15-0929.13 ® ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") BRONZE BRONZE 0 16" x 41" CGI WINDOWS & DOORS "130" 4.6 INT (4) +1.00 -1.10 +40.0 -43.4-80 +80 YES 15-0413.03 10 ALUMINUM OUTSWING SIDELITE - IMPACT RESISTANT 7/16 LAMI (TYPE "B") BRONZE BRONZE 0 21" X 82" CGI WINDOWS & DOORS "450" 15.6 INT (4) +0.97 -1.07 +38.9 -42.3 +90 90 YES 16-0329.04 11 ALUMINUM OUTSWING SIDELITE - IMPACT RESISTANT 7/16 LAMI (TYPE "B") BRONZE BRONZE 0 21" X 82" CGI WINDOWS & DOORS "450" 15.6 INT (4) +0.97 1 07 +38.9 -42 3 +90 90 YES 16-0329.04 12 ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") BRONZE BRONZE 0 16" x 41" CGI WINDOWS & DOORS "130" q 6 INT (4) *1.00 -1.10 +40.0 43.4 +80 -80 YES 15-0413.03 ��� ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 7/16 LAMI (TYPE "B") BRONZE BRONZE XX 76" X 82" CGI WINDOWS & DOORS "450" 21.6 INT (4) +0.94 -1.04 +3g,1 41.5 +90 90 YES 16-0329.04 19 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX 74" x 50 CGI WINDOWS & DOORS "120" 13.0 INT (4) +0.98 1 08 +39.4 42.8 +65 -65 YES 15-0929.13 W13 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE XOX 106 i" x 26" CGI WINDOWS & DOORS "120„ 6.4 END (5) +1.00 1 40 +40.0 53.7 +65 -65 YES 15-0929.13 14 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE' BRONZE OX 53" x 26" CGI WINDOWS & DOORS "120" 4.8 INT (4) +1.00 -1.10 +40.0 43.4 +65 -65 YES 15-0929.13 15 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") BRONZE BRONZE X O X I I 37" x 26" CGI WINDOWS & DOORS "238" 6.7 INT (4) +1.00 1 10 +40.0 -43.4 +110 -145.4 YES 15-0512.19 ALUMINUM CASEMENT FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "6") BRONZE BRONZE 74" x 26" CGI WINDOWS & DOORS "238" 13.4 INT (4) +0.98 -1.08 +39.3 132.7 +110 -120 YES 15-0512.16 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") BRONZE BRONZE 37" x 26" CGI WINDOWS & DOORS "238" 6.7 INT (4) +1.00 1 10 +40.0 -43.4 +110 -145.4 YES 15-0512.19 16 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") BRONZE BRONZE XIX 37" x 26" (DOUBLE) CGI WINDOWS & DOORS "238" 6.7 INT (4) +1.00 1.10 +40.0 -43.4 +110 -145.4 YES 15-0512.19 17 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE OX 74" x 26" CGI WINDOWS & DOORS "120" 13.4 END (5) . +098 -1.36 +39.3 -52.2 +65 -65 YES 15-0929.13 18 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") BRONZE BRONZE XOX 111" x 50" CGI WINDOWS & DOORS "120" 12.8 END (5) +0.98 -1.36 +39.4 52.4 +65 -65 YES 15-0929.13 WA O ALUMINUM CASEMENT FIXED TRAPAZOID WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "3") BRONZE BRONZE 0 37" x 39" x 27" L CGI WINDOWS & DOORS "238" 10.0 INT (4) +1.00 -1.10 +40.0 43.4 +110 -120 YES 15-0512.16 ®®ALUMINUM CASEMENT FIXED TRAPAZOID WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "6") BRONZE BRONZE 0 74" x 65" x 41"L CGI WINDOWS & DOORS "238" 33.4 INT (4) +0.91 1 01 +37.0 40.4 +50 -50 YES 15-0512.16 WC ALUMINUM CASEMENT FIXED PENTAGON WINDOW -IMPACT RESISTANT 7/16 LAMI (TYPE "6") BRONZE BRONZE 0 74" x 81" x 67"L CGI WINDOWS & DOORS "238" 41.6 INT (4) +0.89 -0.99 99 -39.8 +50 -50 YES 15-0512.16 D2 ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 5/16 LAMI (TYPE "BS") BRONZE* BRONZE X 35" X 81" CGI WINDOWS & DOORS "165" 19.7 END (5) +0.95 1.30 +38.3 50.2 +g0 -110 YES 16-0329.01 *WITH WHITE INTERLAYER MULLION SCHEDULE MARK NO. DESCRIPTION FRAME COLOR WIDTH X DEPTH (THICKNESS) LENGTH ANCHOR TYPE NUMBER OF ANCHORS PER END MANUF/ MODEL # OPENINGS TRIBUTARY WIDTH MULL SPAN CALC. WIND PRESSURE REQUIREMENT (P.S.F.) PRODUCT PRESSURE CAPACITY (P.S.F.) NOTICE OF APPROVAL (N.O.A.) M1 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2" (0 125") 50" B 2 CGI WINDOWS & DOORS "373 CLIPPED" � W1 55" 50" +39.4 -42 8 +162 -162 17-0112.03 M2 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2" (0 125") 50" B 2 CGI WINDOWS & DOORS "373 CLIPPED" 55" 50" -42.8 -162 17-0112.03 M3 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2" (0.125") 26" B 2 CGI WINDOWS & DOORS "373 CLIPPED" 15 55" 26" +40.0 -43.4 +162 -162 17-0112.03 M4 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2" (0.125") 26"B 2 CGI WINDOWS &DOORS "373 CLIPPED" 55" 26" +40.0 43.4 +162 -162 17-0112.03 MS EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2" (0 125") 26" B 2 CGI WINDOWS & DOORS "373 CLIPPED" 16 37" 26" +40.0 43.4 +180 -180 17-0112.03 SCOPE OF WORK: WINDOW / DOOR REPLACEMENT CONSISTING OF: • • 25 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS 5 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOORS GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA, BUILDING CODE 5TH EDITION (2014) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCT CONTROLS. 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN: w 0 z 0 d U w w 0 z 0 E w 0 z Engineer: qr 4b, SUAREZ _ ENGINEERS 12020 SW 70th Ct ' Miami, FL 33156 786-547-9401 CA 29429 PERFORMED TO VERIFY THEIR ADEQUACY. •I- 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR : !• •-f.•+L' HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT. (f•SQL , FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVEIMISAD •_••••• FLOOR. WIND LOAD CALCULATIONS.••••. CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = BUILDING CLASSIFICATION = IMPORTANCE FACTOR (I) = WIND DIRECTIONALITY FACTOR (Kd) = HEIGHT OF HILL OR ENTRAPMENT (H) = TOPOGRAPHIC FACTOR (Kzt) = MEAN ROOF HEIGHT (h) = 175 MPH C I I ENCLOSED N/A 0.85 N/A 1.00 15 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.85 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) ± 0.18 (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 80'-0" CORNER DISTANCE FOR ZONE 5 (a)= 6'-0" (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM 0.1 X 80'-0" = 8'-0" 0.4 X 15'-0" = 6'-0" 0.04 X 80'-0" = 3'-3" a = 6'-0" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh= .00256 (Kh) (Kzt) (Kd) (V^2) qh= .00256 (0.85) (1) (0.85) (175'2) qh = 56.51 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) p = (0.6)qh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 56.51 [GCp(-) - (+0.18)] NOTE: 1. OR 3 FT.) • • •• •• •••••_• • • • • • • • •- • • • 111•.:•W • • • 1,66 • '•. •Q •fQ �• • • L m • •35• •,• •••L 0••L• ••.• O: • •pp• • • H U Q II•••• 0 • 0 Z O CO ti ° tr'//i/r X , 0) ° STATE OF ° ° �. C Eduardo A. Suarez P.E. License No. 64759 GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. Date' 10-09-17 - " Project Designer E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal. PERMIT SET Drawing Title: 4_ GENERAL NOTES, _. CALCULATIONS :AND SCHEDULES • Sheet: of 4 EGRESS EGRESS W19 W13 BEDROOM �WA� (WO (WO WE NOT PART OF PERMIT GARAGE (w8) BATH W15 BEDROOM RECEIVEL OCT 241pp CiA4.1 ABOVE DOORS FLORIDA ROOM ANS PERMIT #: Miami Shcres SUBJECT CO CCMPLJFNCE WITH ALL FEDERAL 1 STATE ANL) CCUN)Y r3UL: S AND REGULATIONS LAUNDRY KITCHEN W6 BATH NOT PART OF PERMIT FLOOR PLAN BEDROOM BEDROOM FOYER LIVING ROOM BATH (M2) (M1) BEDROOM EGRESS NOT PART OF PERMIT • • • •• •• • • SCALE: 1 /8" = 1'-0" .••• • • • • • • • • •• •• • .• • • • • • • • •• • Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 Z • ••••w • • . U•• •h •M • ••'•� • . H U al o • , •ffl .•• -r E • • '• ti (a 0 0 Z • ®<0 �L D E� ro ®tO0, 7. a ° , 0 S:olo OF o oo� 0 C'e` \O�81��� Eduardo A. Suarez P.E. License No. 64759 Date 10-09-17 Project Designer E.A.S Drawn By E.A.S. Checked By: E.A.S. Submittal PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of4 41. W9 ) = 0 CI CI 0 0 0 CI CI 0= =I 0 0 r n 0000a000 000a0000 oaa000aa NORTH ELEVATION (REAR) SCALE: 1/8" = 1'-0" H n (D5) (D4) (D3) W10 NOT PART OF PERMIT 0 NOT PART OF PERMIT (W18) SOUTH ELEVATION (FRONT) SCALE: 1/8" = 1'-0" • • • • • •. • •••• • • •••• • • ••• •• • • • • • • • • •• •• • Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 •••1JJ • • "P• o• ••�'i: �•� • LLLLLLJJJJJJ o: •: w •...D.�. • O .cn: ••• 4 a-E. •+-- o ca O 0 Z_ \ "‘@��9d0096°® ° N o is/( /r o° STATE OF ° ,Q 7ORZ°°° ov /1888Gon%‘\® Eduardo A. Suarez P.E. License No. 64759 Date 10-09-17 Project Designer: E.A.S Drawn By E.A.S. Checked By E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 3of4 WEST ELEVATION (LEFT) SCALE: 1 /8" = 1'-0" W5 NOT PART OF PERMIT { 11117 (W16) ® 14 13 - (D2) EAST ELEVATION (RIGHT) SCALE: 1/8" = 1'-0" • • • • • •• • • • •••• • • • • • • • • • • • • •• • Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 • •• • V �•�• . • co . • . •• M ••f/ $••� • • • H U dn • irm ' o • ••• 4 C7 . • ••v" O (6 0 ZZ Z ••..W ••• LU ��ea�sua8s° \\° rNL ERTO°°°�o� ‘G,[ENs O, 00 STATE OF �® °01fl 11 oa0000 Eduardo A. Suarez P.E. License No. 64759 Date: 10-09-17 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 4of4 A . TYPICAL ELEVATION n co 5 1/ MAX. 32 7/6" D.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL 'FLANGE? & FLANGE ADAPTOR FRAME 110" HEAD/SILL E2 0 w 0 z 6" MAX. 111" HEAD/SILL n co 0• w z M in N FLANGE WIDTH 5" MAX. TYP. MTG. STILE ( I I D.L. OPG. rnm ! 1 1 1 I � ; 1} 11 0 Ir r1 Ir rr Ir xy N N I 1 / '1 TT II t r it FALSE MUNTINS (SURFACE APPLIED) OPTIONAL -VENT HEIGHT FALSE MUNTINS (SURFACE APPLIED) OPTIONAL BUCK WIDTH 5" MAX. TYP. MTG. STILE • 13 5/16" MAX. HEAD/SILL . 1 . • • I t I I 11 11 Q I 1 11 11 II I 11 0 I� 11 ter A /. '7 1 R II 11 1i I I 1 I I 1 1 ' f • f• 1.1 1•1 • f• •r VENT WIDTH 32 7/8" _ D.L. OPG. FIN FRAME 1n CO a s 0 110" ,1/2" BUCK WIDTH HEAD L 5 TMMPPJ�• 1 STILE iv eMTG. 1 1‘)' I1 I 4 h (1) (i ) BUCK HEIGHT 58 1/2" VENT HEIGHT 55 3/4" 4 D.L. OPG. � rn n II r, n 1f , f — II1F - - - - - .7 =_ 0 �./ 11 i% — - r u iI 1 II " 11 11 II 1 ® 11 -t I1\I I 1 FALSE MUNTINS (SURFACE - (I 7/8" I i (I"' - _- 32 7/8" I' ADDL. ANCHOR READ. T CENTER OF ALL PANELS OPTIONAL r s D.L. OPG. a D.L. OPG. D OR OPERABLE 36 3/6" _.-._ __-__ _ A:.. 30" PANEL WIDTHS AT HEAD/SILL EQUAL LEG FRAME ;SERIES SENTINEL 12O UMINUM HORIZONTAL SLIDING WINDOWW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ETHIS PRO0UtT HAS BEEN DESIGNED7AND_TESTED TO COMPLY WITH-fai . `REQUIREMENTS —OF --THE 2014 (5TH EDITION) FLORIDA BUILDINO;CODE (INCLUDING;HIGH VELOCR_Y_HURRLCANE ZONE_(HV(Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT HAY 11 201 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. 0 w z U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09122(2020 By __- Warn = a = e Product Control • •1 •. •; el •, •• • • • • LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ` ,1111111 'S".•' CENS�c'•.,. STAB OF• %•.FLORIOE` ''�®���� ro4aiu • • • • c 0 N L c 0 a 0 4) v 0 0 P NO CHANGE THIS SHEET NO CHANGE THIS SHEET L 0 .0 0 0 0 0 0 d a a O 0 O w ei ui O 0 c u 0 La L. L1 1 N 1 0 • d b .21 drawing no. W10--18 (sheet 1 of 11) • TYPICAL ELEVATION 111" 110" 6" MAX. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. B 24 1/2" D.L. OPG. 28" HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL VENT WIDTH FLANGE WIDTH ==� e5 49 5/8" D.L. OPG. 5" MAX. TYP. • MTG. STILE ID ADDL. ANCHOOD. AT CENTER OF A ANELS FIXED OR OPERABLE ABOVE 30' PANEL WID AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 5" MAX. TYP. MTG. STILE 110" BUCK,WIDTH 13 5/16" MAX. HEAD/SILL .I •� I1 if II v� I 1 r,/ 6 i/ ./ 1 6 .1 I ---JL-- 11 II B2 ..1-- I It 1 I 24 1/2" D.L. OPG. 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME In mEX uj 0 0 u) mcr w z -2-0 U to 5 1/2" MAX. HEAD/SILL 0. 0 J ci FALSE MU' S (SURFACE ; UED) PTIONAL E1 By Mlami- lr 1I 24 1/2" D.L. OPG. 28" VENT WIDTH • FLANGE WIDTH I I 11 11 11 11 11 49 5/8" D.L. OPG. 11 EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration D ./ 09/22/2020 e Product Control 5° M STILE rn m°C -'O 0 u, ADDL. ANCHOR REID. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL 1ilAY 1 1 201 0 olt1111111lr�', uAENSi' .• Q 92 6 ATE OF • 4 % VON�L1���‘ \Itif. ° • • c • • ••• • • 0. ••9'• 00 L •a. ti, • �i F i. • i• 64(n • Lr a+ CD .n u) in 0 NI) co r O • r.) C Z -o .8 vl O :a Q U o W • • 4 • •.4• • • 0 • 1•, • • m• i ui 0 y .; 0) 0 a 0 0 REV. PER RER COMMENTS > 0 0 0 N 0 0 a s D drawing no. W10-18 (sheetl,lof 11) • . • ••♦ • • • • • • • • • • • 1 • A IGN ;0 CCCAPACITY'; PS _ .JMTG RAt E.D. MTG. RAIL lGLASSTYPEs GLASS TYPES FLANGE DIMS. BUCK DIMS. Vial', 'H'&'Bl' 'B' & 'Be J WIDTH HEIGHT WIDTH HEIGHT l CT(+) lN'[.(ij1 EXT.(+) INT.(-) 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37* 36" 25., 65.0 65.0 80.0 90.0 '53.17.1/ 52-1/8" t65tt0 .fi a 80.0 90.0 74 73" 60 85 0 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37 38-33"• 36" 37-3/8 €65 Q 65.0 80.0 90.0 5 1/ 52-1 /8" 6 65:0' 80.0 90.0 (74 73" 65 65 Q 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37' 36" 49-5/e" 65.0 65.0 80.0 90.0 Sos " 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 Ir74 73' b5 0 6� 5.0I 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37" 36" 65.0 65.0 80.0 90.0 53-1/8" 63" 52-1/8" 62" 65.0 65.0 80.0 90.0 74" 73" 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH ,( OR 0X' BUCK DIMS FLANGE FRAME FLANGE DIMS ) ' TYP. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1', '9'&'Bt' GLASS TYPES 'B' & 'Be GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 78-15/16" 83-1/2" 26' 54-3/4" 77-15/16" 82-1/2' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0• 65.0 55-3/4" 78-15/16" 83--1/2" 38-3/8" 54-3/4" 77-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 50-5/8" 54-3/4" 77-15/16" 82-1/2" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 63" 54-3/4" 77-15/16" 82-1/2" 62" •- .. 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0 OR OX' BUCK DIMS EQUAL LEG FRAME STD. MTG. RAIL: H.D. MTG. RAIL: BUCK DIMS FLANGE ADAPTOR FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami e Product Control ern▪ s MAY 1 1 2016 ��11111i,tIALI '�'.• GENSE' 792 • • • i OF •• • 1•• }z^� • • • • F ••'•• Ilrancam • • • • N 1 N 0 .y a+ 0 N 0 W P z O 0 5 a .0 a0+ 0 0 0 8 0 O C 0 0' 0 (.4 O 0 c 0 a dote: O3-29-10 N 0 a s 0 drawing no. W 1 0 - 1 8 sheet 2 of 11) •• •• lii2ESIGN_LOAD_CAPACITY (Ma ,t1ILTs1 _ PS1 FLANGE DIMS. BUCK DIMS. ISTD..MTG. RAIT H.D. MTG. RAIL =GLASS�TYPESJ GLASS TYPES 'B' & 'BI' rA:==&'A1', `B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 261 73" 105-1 /4" 110' 25" 65.0 65.0 80.0 90.0 1_06 j/4 111" 65 0 A65 ' 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 38-3/8" 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4` 550, 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 90.0 5/.0 65.0 65.0 80.0 90.0 '...M.../ 65.0i 165.0 80.0 90.0 74" 106-1/4" 111" 63" 73" 105-1/4" 110" 62" _ 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0. 80.0 90.0 (1/3W) (I/3W) (1/3W) a r-r 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH J4" TYP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL .D. MTG. RAIL GLASS TYPES 'A'&'At', 'B'&'Bt' GLASS TYPES 'B. & 'Be GLASS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT -) EXT.(+) INT.(-) 74" 106-1 /4" 111' 26" 73" 105 . /4" 110 25" 65.0 65.0 80.0 = 0.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.. 90.0 65.0 65.0 74' 106-1/4' 111" 38-3/8" 73" 105-1/4" 110' •-3/8' 65.0 65.0 8/ • 90.0 65.0 65.0 65.0 65.0 10.0 90,0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111' 50-5/8" 73" 105-1/4" 110" 49-5/8 65.0 65.'. 80.0 90.0 65.0 65.0 - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' 111" 63' 73" 105-1/4" 110' 62" • 0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - 65.0 65.0 OP "- ' TING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME STD. MTG. RAIL: H.O. MTG. RAIL: 'XOXI SUCK DIMS FLANGE ADAPTOR FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/2212020 roduct Control go\ 14AY 1 1 201 0\111111Ijii' ,%•\‘ J0® I�P�?4 14;i/i `Sr:. ' v}CEN.94. Nv 0592 -1 ® STATE OF . �/ giv0A1R1LOPc....:::7s...' Illllit" 0 0 0 J a Cl_ 0 0 0 L 11: •�1.• • • • 1 • • • • • • • • N 1 . ) 0 y .> L description NO CHANGE THIS SHEET 0 0 0 N o v c ) 5 0 drawing no. W10-18 (sheet 2,1 of 11) • • • • • • • • • • • • • •• • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK ' STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Al . 'B'&'BV' CLASS TYPES 'B' & 'BI' WIDTH HEIG EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/8" 73" 25,. .5.0 65.0 80.0 80.0 6 . 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 6 . 80.0 80.0 25-1/2" 36" 52-1/8" 73' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 . II80.0 65.0 65.0 80.0 80.0 65.0. 65.0 80.0 . ' 0 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 62„ 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1 , 'B'&'BI' GLASS TYPES 'B' & '131' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 77-15/16" 82-1/2" 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 BUCK DIMS FRA H.O. MTG. RAIL: (2/3W) ii OPERATING VENTS Te : E 1/3 OF WINDOW WIDTH 'XO 0: +X' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC - 21 9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami-D.-dde Product Control FIN FRAME MAY 1 1 20 \``���ttt Irrrrri�,i 0•02 • STATE OF rrrit 1 a 2 0 /• 1 Tn • • • "' • m •.i•• • 1'•.c •44, •• • • • •� • • •7..2 X • 0 L • 3 • em ty • • W 2 0 2c.,) o co N co M V n §I 0 0� UoM I'' rn fA 0cu 0 Q a N co 'D T U E a 0 O r w O 7 NO CHANGE THIS SHEET NO CHANGE THIS SHEET O • • 1/3 2/3 OPTION ADDED • 4) g 0 n 0 0 0 of 0 0 0 0 C u W 6 V drawing no; W10-18 sheet 3 of 11 • DESIGN LOAD CAPACITY - PSF (X0X SIZES) BUCK DIMS. STD. MTG. FAQ. H.D. MTG. RAIL GLASS TYPES 'A'&'A1 , '13'&'B1' GLASS TYPES 'B' k 'B1' WIDTH HEIGHT +) INT.(-) EXT.(+) 1NT.(-) 73" 105-1/4" 110" 25° 65.0 65.0 60.0 80.0 65.0 .® .0 80.0 80.0 65.0 55.E 80.0 80.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 ;0.0 80.0 65.0 65.0 8r. 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 49-5/8° 65.0 65.0 80.0 a. • 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' _ 62" 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 ` 60.0 80.0 80.0 1 1 (1/3w) (1/3W) (1/3w) ✓ V I C3 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PXOX' STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (X0X SIZES) BUCK DIMS. STD. MTG. RAIL S.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'PAL, 'B'&'BI' GLASS TYPES 'B' & '131' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 ' 85.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1 /4" L 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 OPERATING VENTS TO BE 4 ' THE WINDOW WIDTH BUCK DIMS J-LD. t4TG. RAIL: NOTE: GLASS CAPACITIES 'ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami-D .. a roduct Control •`‘ 0 AN464; ,A • sF� 70592 • CO } D5 r* O b g 2 a W "te 0a N reek o UU°) 0C a Q aco CC rh• a • Cz 2°r • • •••3SiEv. •'N••• • i • l • • • • ✓ • • rn i U • ••(D .21 Es: •Y • ai Ca 0 N ETD ai3 U in N to N o o oa � c 0 V C 0 a 0 CO 41 "O A m 0 co 0 O 0 U' r 0 u • c "> drowing no. w10-18 sheet 3.1 of 11) EXTERI OR 1/8" ANN. GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas . By 'Kuraray America, Inc.' OR .090" Interloyer Kuraroy Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" !GLASS TYPT `A+' 5I16 NOMINAL° kAM.'GIASS, 1/4" AIR SPACE 1/8" ANN. GLASS 1 /2" MIN. TYP. 1/8" ANN. GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraray America, Inc.' OR .090" Interloyer Kuroroy Butacite PVB By 'Kuraroy Americo, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interiayer Saflex Clear And Color Giass By 'Eastman Chemical Ca.' OR .090" Interloyer SentryGlas By 'Kuraray Americo, Inc.' O .090" Interiayer Kuraroy Butocite PVB By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas - By 'Kuraray America. Inc.' OR 090" Interloyer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREW() GLASS .075" Interiayer Saflex CP With PET Core By 'Eastman Chemical Co: OR .090" Interiayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 Firl% L"0,1 O VAT 1/4 POINTS ON LITES k1 ® WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE. 'Bl' 0.70" OVERALL INSUL. LAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' do 'CI' MUST BE TEMPERED. z EXTERIOR 1/8" HEAT STREN'D GLASS .075" Interiayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Inlerlayer SentryGlas By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA—No. 15-0929.13 Expiration Date 09/22/2020 By Miami— de Product Control UAY 1120 ``�ltlltllr • • • • • • • O P. r M w < 2 1 C4 a � � o ON40 N .. cc OC o O 0.0aS u. 0 rl t✓ 1•• •• • • •= •U 0 4 L 0 N Ol a N 0 1 INTERIAYER do SPACER REV. •• , • • • M10 Cri • • •I• M • .• r*' 8 g Z REV. PER RER COMMENTS a N 0 N 5 ..J W 0 4. 8 8 O O 0 O, 0 m 0 0 0 0 W L. 0 0 m 0 0 u a drowing no. W10-18 (sheet 4 of 11 • • • 1BY WOOD BUCK - v - d n A. a a 0 1 W2 W1 Q II ri a 1I 1 I -TYPICAL ANCHORS SEE ELEV. FOR SPACING „EDGE' DIST.. 6 .1. a q 4 W3 BUCK HEIGHT cn a v o -q • t EDGE .ISI. • 18Y WOOD BUCK v• ' v >, • a v TYPICAL ANCHORS SEE ELEV. FOR SPACING - O 0 a 0 J METAL STRUCTURE It TYPICAL ANCHORS rSEE ELEV. FOR SPACING 4/1 d TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 256„. THE USE OF DEEPER OR BEVELED W000BUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami-D - d - oduct Control MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING .jJ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE- -TYP CAL ANCHOR : SEE ELEV. FOR SPACING (1741r-D1A' t1LT1tACbN-IBY 'ELCO (Fu=177 KSI, Fy=155 KSI) INT):2By:WOOD BACKS O OOD STRUCTURESI t1 1 2_1441._PENEiRAT10N:,NTO WObD iTHROali "t3l1CKS=INTO CONC OR MASONR14 l=1741:9INT IMBED INTOPCONG 08JAA54NRY iptREG1ELY INTOr'COIfc =0tCatONRY% ci=i-ArIMIN7EMBED-INICCSRIC OR�MASQNRY ii14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy-58 KSI) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MEN. THK.=1 /8") 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) 034. COMP-ANL\W10-03CGI • •9 1 • t. - .0 c • . • '• • 3 •U) •• U'• 0 •0 1.0 •0 N (VP ICAL EDGE DISTANCIt0 INTO=CONCRETE AND MASONRY 2=1 i INT4_WOOI5STROrURd toz&IETALSTRUCTURE9i- 3% 41NN, WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END WAY 1 1 201 `,,�l ``llilirl/777/i '. GENsF :71.92 ATE OF oRloP.••'�,� rilllt v- N 0 v C9 0 • f• • • • �}.. 10 • • •1• M • • • sm. •• w ••• ti = N r CV � Z J L� 0 05 oQ 0 rn w M cn 0 M ii O 0 a 0 o-� REV. PER RER COMMENTS NO CHANGE THIS SHEET 0 0 • 0 c iS 4, C to ai 0 b 0 0 0 C 0 O W ti 0 0 11 0 57, r c ` drawing no. woo-18 sheet 5 of 11) • • • • • • • • • • • • 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE VENT WIDTH 1BY WOOD BUCKS BUCK WIDTH XOX LAYOUT MIAMI—DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV, FOR SPACING BUCK WIDTH D.L. OPG. EXTERIOR VENT WIDTH VENT WIDTH — SCREENS OPTIONAL XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE 1 /4" MAX. SHIMS v at /4" FLANGE & FLANGE ADAPTOR FRAME 1 /4" MAX, SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. a FLANGE ADAPTOR FRAME 1 /2" TYP. N INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR 'FRAMES. PRODUCT REVISED as complying with the Florida 1BY Building Code WOOD BUCKS NOA-No. 15-0929.13 Expiration Da e 09/22/2020 By Miami - Product Control t.-(AY 1 1 201 2 ®N• Al. 1�j lllllti • •• • • •li • •I4 •• v c r-, c 0 cu c 0 O. 0 H .0 4 N 0 W a NO CHANCE THIS SHEET NO CHANCE THIS SHEET NO CHANGE THIS SHEET T 0 0 a 0 0 0 g 0 0 0 0 2 0 1r U a • N 0 n W la- r L 0 drawing no. W10--18 sheet 6 of 11 • • • 1 • . •• • • • • •• • • • • • a .Q a 0 1BY WOOD BUCK 4' WI W2 . 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE- DIST... a ' . 4 . . •4 g • TYPICAL ANCHORS SEE ELEV. • FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING '4 • A 1 /4" MAX. 2 0) BUCK WIDTH a• a 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING a d 4• • TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME MIAMI-DADE COUNTY APPROVE MULLION & MULLION ANCH SEE SEPARATE NOA L' TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL FRAME CAN BE INSTALLED DIRECTLY INTO OD, CONCRETE OR METAL STRUCTURES OUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. •� 2-3/8" MIN. WHEN USED NE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. BUCK WIDTH TYPICAL ANCHORS ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA—No. 15-0929.13 Expiration Date 09/22/2020 By Miami- Df de Product Control MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA #MY112 DGE DIST. BUCK WIDTH P.I TYPICAL ANCHORS SEE ELEV. FOR SPACING 14 • 0 0 )0 a 0 0 .J r • •.i(14• y •0 �d •••i41• • o .N • • cD• • •0 119 •0 ca ca C 0 N O C ('0 0 • • • • •▪ • 1• • • N•4 0 •• 01• a •••ni • • ••• • 6. • • rCsi 0 tn NM •M 1 rn In Z� of 0 ° —. • Q • J 0 .N L. c 0 Gl 0 • 0 O H 0 NO CHANCE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS T 0 O 01 Op 1) d N C RI 01 O a O 0 0 0 W 0 0 0 a drawing no. W10-18 (sheet 7 of 1 1) ••a• ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY GI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING a_ 0 W2 WI B2 HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING a. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK WIDTH EXTERIOR PRODUCT REVISED as complying with the Florida Building Code Now -No. 15-0929.13 Expiration Date 09/22/2020 By Miami ,0 a Product Control FIN FRAME 11AY 1 1 20 O Q 2 0 O a 0 g re of O01 'N� Oo 5 0 NI re 0 Q i' o ' c Q uJ o 0 0 0 a 0 • c • --.-- • • • ••• • 1.tr 6 • J . WI •..b••I.0 • 1•w• • O W O •fin 1 /4" MAX. • I•.3 • GAP • c • C :31.:13: .�`DNo1/2" MIN. .N�(�M id a CI M M N C zi2 3 ``llltllllrJ��� b..•' VCR NSF• •!O 7, S OF •:::1;44:41!):: v'••.'�ioRlOf`.••' s• '��fVA4 �� 1111tlt- 92 cn 0 `l 0 a+ 0 1) N 'L7 NO CHANGE THIS SHEET a O z REV. PER RER COMMENTS .o 01) 0 po O m 0 O h 0 a OI I (o 0 O O a u drawing no. W10--18 (sheet 8 .of 11 ITEM PART # ' QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-T6 CG1 EXTRUDER E4 CGI-103 - MEETING RAIL 6063-76 CG1 EXTRUDER E5 CGI-104 - LOCK RAIL • 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CG1 EXTRUDER E7 CG1-106 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-15 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD • 6063-T5 CGI EXTRUDER E 1 0 CGI-109 - FRONT FLANGE ADAPTOR 6063-16 CG1 EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-16 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-16 CGI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 4 CGI-140 - 1" MUNTIN 6063-15 CGI EXTRUDER El6 I CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3° 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SIUCONE GE M5 - 0.700" X 0.040" BEAD DOW 995 - SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON -- M11 W23201 NG •- PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPl - - M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER if 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. ij 8 X 1 1/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER WO. f 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - - f 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK - - S8 - 4 OM. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - S9 - 2 PER ANTILIFT # 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW - - • u a • i •••4I •••n• •••• • 4 ••s ••• •• Gi • • 4 • • • • Qt• • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09122/2020 By Mia Product Control 1t1I111111j1/ • GENSF ` 7',492 .�i TE OF a41 • CORLOt:...... ,• , 1►I1II111,` •• • d W N ••N• U••n• C n - • • O1• vi • •� N c 0 .N j 0 a `u N v en 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET T 0 T1 w a a1 0 0 0 0 of 0 to 0 0 O V 0 w 0 1 N n 0 N 0 0 drawing no. W10-18 (sheet 9 of 11 2.440 1.301 2.846 Li-1.015 F�- FLANGE FRAME HEAD E3 FLUSH FRAME HEAD 1.220 .065 TYP. 1.368 - .745 E4 MEETING RAIL E8 .490 .705 .864 F�- .050 TYP. 5/16" GLAZING BEAD I .705 .050 1YP. .864 .700" GLAZING BEAD NAIL FIN ADAPTER 1.015 r I _ J , .065 4.430 TYP. 1 3.685 4-1.140 2.885 c 2.440 FLANGE FRAME SILL 1.015 3.930 .065 3.185 TYP. 2.440 FLUSH FRAME SILL 2.885 E5 LOCK RAIL SILL FILLER .050 - 1.395 --{ } .065 .180 M3 FLUSH FRAME COVER .060 1.449 I .293 L1.413�� SCREW COVER 2.737 2.505 .065 TYP. 2.613 1.000 .991 3.237 FLANGE FRAME JAMB (MOVING) 2.737 2.505 .065 TYP. .500 .991 2.737 FLUSH FRAME JAMB (MOVING) 2.613 .180 FLANGE ADAPTOR ALT. LOCK RAIL FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) HANDLE RAIL SASH RAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miarnr>p5de Product Control (AY1120 `\`1111II1ij1,, ‘CENS0 • ;.!ei 92 • •. •• : • •• • • • •• • • •. t TATE OF �.is` -34 e •,,•- IP of red): viv .fV . O• • • • • • ea I • ••A 1) C �1 •• • ••,„ vi • • • 0 O �•••..- 0 W O 1• ' N o N • N 0 • N1 v1 • 3 J c 7 C z u_ 0 0 o5 13 oQ U 0 0 0 0 8 0 r NO CHANGE THIS SHEEP NO CHANGE THIS SHEET T 0 -o 0 0 d 0 N of 0 .o 0 0 c 0 V 0 C 03-29-10 3 v •• a c` r .0 u drawing no. W10-18 (sheet 10 of 11) VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TQF CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 1 5-0929.13 Expiration Date 09/22/2020 By Miami-DProduct Control i 3 MY 1 1 201 `,,,‘1llII1l111 N 05 • • • • • • • . • • • • . N • ..W.•• •INA• _art 0 CO •tir- • • • on • • • • • .l) • vs N • •• L n • • •• • •.%SS•O'� J•.M•• • II WI. Q W .. Z'r • • •• C I• U • • • • �• art •o Sh • • 0 • Tr) M c Z 0 o ,^ V Q U r H n 0 y j t_ L O w a uL 1 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET T 0 O 0 0 0 0 o_ of 0 lV O 0 0 u 0 0 0 N 0 • 0 • • drawing no. W 10-18 sheet of 1 • • • • 49" FLANGE WIDTH D.L. OPG. 4B" 49" o.� TYPICAL ELEVATIONS 4.0 6" MAX. HEAD/SILL CORNERS oo 18" MAX. SHORTER SIDES /. // 'Y _11_ ---1r -r u- -r mw z �o 0 iFLANGI (& ;,FLANGE ADAPTOR FRAME) BUCK HEIGHT BUCK WIDTH D.L. OPG. 0 0 O __IL _=---,r J. It -r 4 Bi i0 c W z '0 0 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL !SERIES '130 SENTINEL ALUMINUM FIXED WINDOTAO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ITHiS PRODUCT HAS BEEN DESIGNEDAND. TESTED TO COMPLY WITH THE, REQUIREMENTS OF THE ;FLOR1DA_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 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 18" MAX. SHORTER SIDES EQUAL LEG FRAME 0 z WINDOW WIDTH E— I 1 WINDOW WIDTH r wW 0 o01 J rn T 6" MAX. HEAD/SILL CORNERS FLANGE HEIGHT FLANGE WIDTH D.L. OPG. L 11 rr 0 a 0 _.i 0 r 4 4 WINDOW WIDTH,1 WINDOW WIDTH W. LENGTH WINDOW WIDTH L_ J WINDOW WIDTH 18" MAX. SHORTER SIDES THESE -WINDOWS ARE RATED_FORLARGE_ &__SMALL MISSiLEJMPACT) §HUTE"ERS ARENOT-REQUIRED`) 0 z J 0 0 z 0 W BUCK WIDTH a 0 J 0 ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG. 76,4 co � �/p, • • Y • • •• 11 II II 11 11 _u_ II 11 11 11 11 II /, II/i II 11 • II II // II II 11 II II'/ II II •• __IL_ ___ il 11 II I. • 11 ° 11 • ii ii II . 6" MAX. CORNERS WINDOW WIDTH L, ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. WINDOW WIDTH WINDOW LENGTH 17" MAX. PAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Ertgr: JAVAD AHMAD CML FIA. PE 70592 CAN. 3538 STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code ,5-D4/3 Acceptance No 'ration Date ade Product Control FAX (305) 262-6978 0 0 0 z lal W w V) • 01100 • • • • 11Qf� • J W 'n • Y O•• tr) Zz� O o o o N • rn m• M• 01• M• 5_ • • C. CO 1 t0 M N C O N .j t_ 0 a) 0 0 c 0 UPDATED TO 2010 FBC UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 co 0 0 H 0 0 0 0 C u 0 W al c date: 01-30-10 c 0 • • JZI 0 drawing no. W 10--02 (sheet 1 of 6 ) •. �•••• • • ••• • • �••• •••• • • • 48" BUCK WIDTH D.L. OPG. 6" MAX. HEAD/SILL CORNERS 16" MAX. STRAIGHT SIDES BUCK HEIGHT D.L. OPG. o- C7 N i.. .. _ .. kI 1 ---it- _ 11 / // / n 1- 0 - -t � tr I J 7 I I I I I lL T I -- I _ _ I • ___UL -----Ir II II 11 II _ -U '1 Co 0, m Lac Z 0 0 i0 o) FALSE MUNTINS (SURFACE APPUED) OPTIONAL 48" BUCK WIDTH D.L. OPG. 11 _IL -Ir rl' 16" MAX. STRAIGHT SIDES i0 rn MAX. HEAD/SILL CORNERS FIN FRAMES o_ O J 0 48" BUCK WIDTH D.L. OPG. tl LL- 7 -If +1- II I 11 I 16" MAX. STRAIGHT SIDES a BUCK HEIGHT 0 a O J 0 •• TYPICAL ELEVATIONS 96" BUCK WIDTH D.L. OPG. '.S+ P4, . • • • • • •• II Il II •• II 11 it IV/ II 11 ••`' • II II / II II • •�\ 11 II 11 '/ II II • JL____ 1 II II u • • • •• • • 6" MAX. CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Engr: JAVAD AHMAD CIVIL F A. PE 1 70592 C.A.N. 3538 PRODUCT REVISED complying with the Florida Bu'ng Code ��"� Accep No L'x �retiorce ' , le FA 4 MiaBY m' ade Produc a N 0 0 i J a I a. 0 U • •••• • • • E? QLJ 4� >(' • 1— O.•to ZZOE! §o O UQ �� N rn tn � • M• V) • • • • • • • • • • • • • o• (• M cn ) 0 d h C 0 .N c O tQ U co N .a NO CHANGE THIS SHEET 1- w a 0 0 r a NO CHANGE THIS SHEET >. a) 0 0 0 0 a N 0 o 0 0 0 0 w 4- 0 0 8 0 1 r 0 drawing no. W10-02 (sheet 1.1 of 6 • • • IDBSIGN LOAD O ACI 'MI' FLANGE DIMS. BUCK DIMS. GLASS-TYPESI'&C1' GLASS TYPES 'D'k'DL' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) (WO , 1114T( EXT.(+) 1NT.(-) 24" 30' 36" 42' 48' 54- 60" 61" 36. 23" 29" 35" 41" 47" 53" 59" 60' 35" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (24" 30" 36" 42" 48" 54" 60" 61" Tai 23" 29" 35" 41" 47" 53" 59" 60' 47• !130:0) (80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24" 30" 36" 42' 48' 54' 60" 61" 60" 23" 29" 35" 41" 47" 53" 59" 60' S9" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80,0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30' 36" 42" 48' 54" 60" 61" 72" 23" 29" 35" 41" 47" 53" 59" 60' 71' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24- 30" 36" 42' 48' 54" 56" 84" 23" 29" 35" 41 " 47" 53" 55" 83' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24' 30" 36" 42" 48' 49" 97„ 23" 29" 35" 41" 47" 48" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24" 30' 36' 42" 46" 102" 23" 29" 35" 41- 45" 101" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24" 30' 36" 42' 44' 108" 23" 29" 35" 41" 43" 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - ?SF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'eCL' GLASS TYPES 'D'k'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24' 30" 36" 41" 114" 23" 29" 35" 40" 113" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30" 36" 39" 120_ 23" 29" 35" 38" 119" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24" 30" 36" 39" 121" 23" 29" 35" 38" 120" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 80.0 80.0 =DESIGNJ.OAD, CAPACITY-P$I} FLANGE DIMS. BUCK DIMS. GLASS„fiyP.ES.,,;.0 &'CL' GLASS TYPES 'D'&'DI' WIDTH (w) LENGTH (L) WIDTH (W) LENGTH (L) '-EXT.(t4 aNT.(4 ExT.(+) 1NT.(-) 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 26" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 25" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8 26-1/2" 37" 48" 53-1/8" 61" 38-3/8" 18-1/8" 25-1/2' 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 19-1/8" 26-1/2" 37" 48' 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4' 92-3/4" 49-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8' 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" 63" 18-1/8" 25-1/2' 36" 47" 52-1/8' 60" 74-1/4' 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 191176" 26-1/2" 37" 48" 53-1/8" 61" i78" 18-1/8" 25-1/2" 36" 47" 52-1/8' 60" 75, ,8 0 80;01 80.0 80.0 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48,0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 do 1.1 1- L i w -J NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. BUCK DIMS } FLANGE FRAME FLANGE DIMS BUCK DIMS EGUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME • • • • • • •. • FLANGE DIMS -I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.k 3538 015 PRODUCT REVISED as complying with the Florida Building Code �A' Acceptance No D'• .0 Lhc 'ration Date By Miam' made Product Control J 0 0 0 O J 0 0 0 c • .6 la 4 � ,, • •. c\I o• •.- coo M O••.toK) Zz- �n• .tr P• c r-, N c 0 y .> c O o. 0 N v w 0 N ivj NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 v N 0 0 0 N 0 0 0 0 0 w 1 r ,r 0 i f0 c v drawing no. W10-02 sheet 2 of 6 • • • • • • • • • • • • • • • • .•• • • ••• .••• • • • •••• • • • • • z m 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer DuPont Butacite PVB By E.I.'DuPont De Nemours & Co., Inc.' Ilr .4214 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1 /4 POINTS ON LITES WIDER THAN 36" (LASS- TYPE), Fa t7/_16 ";;OVERACI LAM ,_GLASS' (L.M.I. & S.M.I.) HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas OE.I.'DuPont De Nemours & Co., Inc.' R .090" Interlayer DuPont Butacite PVB By 'E.l. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS z m 3/16" ANN. GLASS .075" Interlayer Soflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer 3/16" HEAT DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' ID AT 1/4 PO NTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/8" AIR SPACE STREN'D GLASS z 7 M EXTERIOR 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours Sc Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER 8Y QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS r�) SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • • • •• •. • • • • • • • ..•. • • .• .• • . • • • • • • • • .• • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'CI' & 'DI' Engr: JAVAD AHMAD CIVIL FIA. PE1 70592 C.A.N. 3 38 MAY PRODUCT REVISED as complying with the Florida Building Code • Acceptance No /5"1.141 ES: iration Date By Dlialn' ade Product Con 0 43 U C El z w w LLI v7 • • N 0 ti00• 1 • rn• In• �n• 0 • • •.•• • •••• • • • 106 .• Q • N o• • � r tn. O••.(4) a3 s z_z�r, OE C5 o ¢ U •' m ~ , 0 IA O 0 N 0 NO CHANGE THIS SHEET UPDATED TO 2014 FBC INTERLAYER & SPACER REV, 5) a '0 n 0 d 0 N 0 n d 0 0 V w LL 0 ') M 0 v II N • 0 0 • • • • • •• • 160410 0000 • • .•.0 � • • drowing no. W10-02 (sheet 3 of 6 • TYPICAL ..INSTALLATION DETAIL; THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW iTYPICAO EDGE DISTANCI4 IT0 CONCRETE ANDilviASONRY 12�1/ MIN) MO —WOOD STRUCTUREt1 " IN INTO METACT STRUCTURE _=.._3/4 Mi CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FLANGE INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE 1BY WOOD BUCK TYPICAL M4'CHORS SEE ELEV. FOR SPACING iFLANGEI INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 INSTALLATION DETAILS DIRECTLY INTO CONCRETE (FLANGE) TYPICAL ANCHORS SEE ELEV. FOR SPACING (FLANGE) INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • • • • • • • • • • • EQUAL LEG 1BY WOOD BUCK it% lm TYPICAL ARICHORS SEE ELEV.' FOR SPACING EQUAL LEG 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4* MAX. .. SHIMS EQUAL LEG a V TYPICAL ANCHORS a SEE ELEV. FOR SPACING EQUAL METAL STRUCTURE TYPICAL ANCHORS —SEE ELEV. FOR SPACING A • • • •• • • • • • • • • • • •• • (TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'IIW' (Fu=120 KSI, Fy=92 KSI) 1741 DIA. ULTRACON-BY 'ELCO' (Fu=177 KS! Fy=155_KSI)! UNTO 2BYWO00_BUCKS OR WOOD STRUCTURES; 1-172"-MIN _PENETRATION INTO WOOD= aTI RU 1BYBUCKS 1NTC1 COK,Q. MASO_NR . `'F=1' 4_-MIN EMBED INTO CONC._QR®MASONRY) tDIRECTL NTO CONC OR_MASONR 171 j4. MIN EMBED INTO G_C)NC :C)R-MASONRY) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 14 SMS OR SELF DRILLING SCREWS' IGRADE2.;CRS :INTO—MIAMI=D'ADE COUNTY AP_PRONEICLMULUONS (MINTHK) I� .U�9o")) (NO SHIM SPACE) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr: JAVAD AHMAD CML RA. PE jl 70592 C.A.N. 3i38 MAY PRODUCT REVISED as complying with the Florida Building Code ��_!� Acceptance No Lac iralion Date 13y Miami adc Pro uct C ntrol i n N 00 I J a a. 0 0 C • •••• • • • •1 •••• c,i •• o. • • • p,•4 • • • • u>. • �r �1•••• •lal v >O• w ;•i •••• tY • • (n • •Jo • • • • N o• • p goo •••• Zl; z _ .0 -rv,y 0 V0 r F-- • •t ERIES SENTINEL c N C 0 .N .5 O O N w x 0 a 0 0 Z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET .0 0> 0 0 m 0 0 v N c L) o_ 0 0 c V W date: 01_30—t0 r drawing no. W10-02 sheet 4 of 6 ) TYPICAL INSTALLATION DETAILS ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATIS DETAILS THRU 1X WOOD BUCKS FLANGE ADAPTOR v. 1BY WOOD BUCK N 0 CONCRETE 2 3/8" MIN. 2 3/8" MIN. TYPICAL A1TCHORS SEE ELEV. " FOR SPACING • • WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. BUCK WIDTH INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR 2BY WOOD BUCK OR WOOD STRUCTURE FIN FRAME TYPICAL ANCHORS: TYPICAL ANCHORS SEE ELEV. FOR SPACING x En WO NOT LEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD B.''S OR WOOD STRUCTURES 1-1/4" MIN. P RATION INTO WOOD r---� i BUCK WIDTH 1 INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING �CTURE Gi MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA #14 X 1" SMS. MIN , ov o • 1/4" MAX. GAP HOUSE WRAP NOT BY CGI r 1 r MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA -J TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS IN METAL STRUCTURES OR INTPPROVED MULLIONS FLANGE ADAPT BUCK HEIGHT METAL STRUCTURE EXTERIOR Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A N. 3538 015 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. GAP 1/2" MIN. • • • • • •• • • • •• •• • • • • • • • • • • •• • BACKBED L' CAULKING ODIJCI' REVISED as ' plying with the Florida Buil.-. Code Acccplan iration By Mia o 1 -D412. 03 20 Dade Product COMP -ANL\W10-o2CGI • ••. • • N•• a•• ©4 • N • • N r O••. ro O Z z� 30 O UQ ,•••• • •• • • • • • II•••• • ••• tn O N L. C O a 0 at v W U) F 0 0 U z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET • •• • • • • • 1 •••• • a) Cs. lV 0 0 0 0 0 C u 0 0 2 v ♦. l L ` V drawing no. W10-02 sheet 5 of 6 {.068 f .065 FLANGE FRAME 8112 1.495 .995 .065 TYP. 1.335 8 2 FLUSH FRAME/FIN FRAME GLAZING BEAD (LAM. GLASS) �.120 E4 GLAZING BEAD (LAM. INSUL. GLASS) 1.000 i-.125 .500 GLAZING ANGLE (LAM. INSUL. GLASS) 1.130-1-.065 1.550 .050 -� NAIL FIN ADAPTER 1.680 Es FLANGE ADAPTOR .180 --1.395 F.180 .050 .065 FLUSH FRAME COVER 1.119 .291 ,0503—L 1.081-iI—f M2 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6083-T6 - M1 CGJ-382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 L CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1--1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS Engr: JAVAD AHMAD CML FiA. PE # 70592 C.AN 3538 2015 • • • • • •• • • • • • • • • • • • • •• •• •• • • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 5- iration Date By Mm • 1 ade Product Cona 0.3 got a z W a OO �W 01 ✓ • t • O O a I� aw Ii. a z W COMP -AN L\W10-02CGI c d N w • •••• • • • • 4� O•• tD Zz� 0. Og O .— C C 0 j 0 0. 'L 0 N G) tJ u1 yr H z U 0 z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 '0 co ij d_ d a a 0 d 0 O C U 0 W C 0 0 C 0 0 drawing no. YY 1 0-02 sheet 6 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • GENERAL WINDOW SECTIONS FLANGE FRAME SNUBBER AT IMPACT WINDOWS ONLY 0 D.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGHT 0 0 w = 0 x 0 a. 0 0 .J 0 a 0 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 0 0 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPG. CAM LOCKS 2 LOCK POINTS ALL SIZES 2 1/2" VENT WIDTH 1" WINDOW WIDTH NOTES: WINDOW WIDTH VENT WIDTH WW-2" D.L. OPG. WINDOW HEIGHT MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 6 WW-7" A I I 1 1 1 1 6" MAX. IYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL i0 24" MAX. TYP, AT HEAD/SILL TYPJCAL ELEVATION) ((FLANGE _FRAME" MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74' 4 84" 5 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • THEM—W1NDOWS-AR RATED.:FOR-LARGE &S!' L-La-MISSIL€-I SHUTTERS -ARE- NOT REQUtRZED. (THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS RE 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 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr: JAVAD AHMAD CIVIL FLA. PE 70592 CAN. 3538 4 2615 PRODUCT REVISED as complying with the Florida Building Code s5.0.51-4• Acceptance No �1� j E 'ratio J Date vo��- w 8 By �ii Dade Produci Con l O I- r.w Q re O • J fCeO O t �r ✓ 'a o a <Q o • ciz 2 • w_ JoMg co ID 0 u. 8p 0 1 0 0 0 I co 3 a I a. 0 U • • ca ro rJ r on in '• 8 LOCK OPTION ADDED 2 8 a 6 a z 0 Th x 0 s W z O Z co 0 v° N N N 0 0 0 N x a O C drawing no.1 W98-100J sheet 1 of 7 SNUBBER rAT IMPACT WINDOWS ONLY Q.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME INDOW HEIGH VENT HEIGHT n. O FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. VENT WIDTH WINDOW WIDTH D.L. OPG. (DC CAM LOCKS 2 LOCK POINTS ALL SIZES 3/4" MAXIM MULTI 9A BY 'TRUTH' ALT. TO CAM LOC INT LOCK F- s 0 w zLLI csi 0 co WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L. OPG. WW-6 1/2" MAX. WOW. CK HEIGHT PO 42' 2 63" 3 84' 4 6" MAX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL • • • • • •• • 24" MAX. TYP. TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK 98 BY 'INTERLOCK' ALT. TO CAM LOCKS Engr: JAVAD AHMAD CIVIL FLA. PE. 70592 CAN. 3538 AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38" 2 56' 3 74' 4 84" 5 ODUCT REVISED mplyiug with the Florida B)ul� Code Accepla)k <, No f 5• OS•19 Ex , italion J. • • • • • • • • • • • • •• •• • • • • • • •. • By Miam 40 Le ade Product 14) 0 O COMP -ANL\ W98-1 0 OCGI J v•• 3 • • • H W • • O �1/1•.� 3"NM r'. ;t`) 0o Z Z N 30 0- w U o S. r N 1 0) c0 0) 1 IL) 1 1 1 M 1 0 0) tI 0) Iro M d 0 > c 0 a U co 0 w z 0 U 0 Z LOCK OPTION ADDED ER RER COMMEN NO CHANGE THIS SHEET w NO CHANGE THIS 1 0 0 v 0 ry ry O 0 m O N ao_ O) 0 0 ) v x .0 v aT drawing no. W98-100 sheet 1.1 of 7 .• • • • •••• • • •••• • •• • • VENT CORNER ALL FRAME AND VENT CORNERS TO 8E SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER O CORNER KEY .062 THICK ALUMINUM .080 TYP. FLANGE FRAME 2.215 2.465 2.465 2.715 EQUAL LEG FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. LA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 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 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 EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (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 9A - 1/ VENT MULT1 POINT LOCK - TRUTH 98 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (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/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS 1.757 1.222 -.I O VENT (5/16" LAM. GLASS) —1.757 .090 TYP. —1,624 .090 TYP. VENT (7/16" LAM. GLASS) CGI-375: OGEE GLAZING STOP .808 4�ff .830 • .617 CGI-396: SQUARE GLAZING STOP Engr: JAVAD AHMAD CIVIL FLA. PE % 70592 C.A.N. 35 PRODUCT REVISE!) as complying with the Florida Acceptsng Cce N `5 "OJi ��� l Cf Acceptance No C"ac iration Tate # .�1. ,�I J 8Y MiamDade Product Co C9 0 0 0 CO 3 J Z Q a 0 i r h( • 111 •• • • -• itY Ul • O 41* • • • . IN o • iA awl, 2 •3 Nto •© M M I Zz�.. 30 _M 0 2 v Lc U—: r � • • • • • FAX. ) drowing no. W98-100 (sheet 2 of 7 1 •* • • .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' .090" 8utacite PVB By 'Kuraroy America, Inc.' SILICONE GE-1200 DOW 995 DOW 899 3/16" ANN. GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America, Inc.' .090" Butocite PVB By 'Kuraray America, Inc.' 11111 3/16" ANN. GLASS 1- INTERLAYERS- 7/16" NOMINAL GLASS TYPE '3' 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' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24" 28' 30" 32" 36" 40" 42" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 " 110.0 129.5 110.0 195.0 110.0 195.0 36 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24" 28' 30" 32' 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20" 24' 28" 30" 32' 36" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40" 42" 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32' 36" 40" 42" 54" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DON 995 DOW 899 z 7 3/16" HEAT STREW() GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America, Inc.' .090" Butocite PVB By 'Kuraroy America, Inc.' 41' 3/16" HEAT STREN'D GLASS 1111411 INTERLAYERS- 7/ 16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES E V'ALUES OF IMPACT REST NO SHUTTERS REQUIRED TO SHEETS 5 THRU 7 FOR <INST#I A WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. ratASS-TYPE-'2- GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30" 32" 36" 40" 42" 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37' 42" r 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 11u:l " `i181'r' 110.0 195.0 * 110.0 195.0 * 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 60.6 60.6 110.0 120.0 110.0 120.0 42" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 ;74.7 104.3 74.7 110.0 110.0 195.0 120.0 110.0 110.0 195.0 120.0 65.8 65.8 110.0 120,0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36' 72" 66.4 66.4 110.0 195.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 19-1 /8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36� 76" 60.0 60.0 60.0 60.0 60:0 20" 24" 28" 30" 32" 78" 52.0 52.0 43.8 43.8 38.1 38.1 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 110.0 120.0 110.0 120.0 1 10.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24" 28" 30° 32" 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 1S USED 9B ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A. . 3538 015 • • • • •• • • • • • • • • • • • / •• •• • • 4 • / • • • • / •• PRODUCT REVISED as complying wilh the Florida Building Code ZD' OJo 12 111 Acceptance No Bxpiratio L Date f8 BY Man Da& Product Cat TEL. (305) 2648100 C UTSWING CASEMENT • • • Li.•• • • 40 • • O•ta.i.• 46 N • T+N • fi Z 1 Q LL O � U3 FAX. (305) 593-6592 0 to a) U1 O M tri J .n N C 0 0 N Vl ' N •5 o N 0 4 c N PI 0 co N csi (V O 0 N 0 0 II 0 i; .0 Y v u c ) drawing no. W98--100 (sheet 3 of 7 • •• • • • • •• • � • • XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray Americo, Inc.' .-1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE-1200 DOW 995 W 899 SETTI . BLOCKS 2/ LITE EPDM DUROMETER 8 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH 20" 24" 28" 30" 32" 36" 40" 42" 20' 24" 28" 30" 32" 36" 40' 42" HEIGHT 36" 42" GLASS TYPE '2A' EXT. (+) 110.0 INT. (-) 194.3 GLASS TYPE '3A' EXT. (+) 110.0 1 NT. (-) 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97. i 97.1 110.0 120.0 92.5 110.0 92.5 166.5 110.0 110.0 120.0 195.0 110.0 138.8 110.9 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 79.3 83.3 79.3 110.0 110.0 120.0 120.0 20" 24" 28" 30" 32' 36' 40" 42' 20" 24" 28" 30" 32" 36" 40" 42" 48" 54" 110.0 110.0 145.7 121.4 110.0 110.0 195.0 195.0 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 91.1 80.9 91.1 80.9 110.0 110.0 120.0 120.0 72.8 69.4 110.0 98.0 92.5 72.8 69.4 129.5 107.9 92.5 84.4 86 110.0 110.0 110.0 11 10.0 110.0 120.0 195.0 195.0 120.0 120.0 80.9 0.9 71. J 71.9 .8 64.8 61.7 61.7 110.0 110.0 110.0 110.0 120.0 120.0 120.0 120.0 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' PERFORMANCE VALUES OF I 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray Americo, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' -1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' CT RESISTANT WINDOWS NO SHUTTERS R .RED REFER TO SHEETS 5 THRU 7 FOR I _ • LAT1ON DETAILS WINDOW WIDTH 20" 24' 28" 30" 32" 36" 40" 42' 20" 24" 28' 30" 32" 36" 40" 20" 24" 28' 30' 32" 3 32' 36' 20' 24" 28' 32" 20" 24" 28" 30' 32' DIMS. HEIGHT 60" 66" 76" 78" 84" GLASS TYPE '2A' EXT. (+) 98.8 85.8 76.7 73.2 70.2 1 NT. (-) 112.6 95.4 83.3 77.7 72.8 SS TYPE '3A" EXT. 110.0 110.0 110.0 110.0 110.0 1 NT. 1 (-) 95.0 120.0 120.0 120.0 64.8 64.8 110.0 120.0 60.0 60.0 60.0 86.7 73.4 64.2 60.6 57.5 60.0 60.0 66. .1 48.9 46.0 43.6 60.0 60.0 60.0 86.7 73.4 64.2 60.6 57.5 60 0.0 66.4 56.1 48.9 46.0 43.6 60.0 60.0 110.0 110.0 110.0 10.0 110.0 109.3 95.3 89.8 85.0 169.0 120.0 118.2 112.2 120.0 109.3 95.3 89.8 85.0 60.0 52.0 60.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 38.1 74.3 74.3 60.0 41.5 60.0 41.5 80.8 34.9 54.5 51.2 48.3 34.9 54.5 51.2 48.3 68.0 68.0 SILICONE DOW 995 SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 PERFORMANCE VALVES OF IMPACT RESISTANT Yi NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALL/al° AILS WINDOW DIMS. WIDTH 19-1/8" 26-1/2" 42" 19- 26-1/2 3 19-1/8" 42" 26-1/2" 37" 42" 26-1/2 HEIGHT -3/8" 74-1/4 GLASS TYPE 'EA' EXT. (+) 110.0 1NT 95.0 WS LASS TYPE 'SA' EXT. (+) 1NT. (-) 110.0 195.0 110 203.0 110.0 195.0 0.0 145.4 110.0 195.0 110.0 110.0 128.1 190.6 110.0 195.0 110.0 137.5 110.0 195.0 98.5 98.5 110.0 120.0 86.8 10.0 9 74.7 65.8 96.7 74.9 86.8 144.5 104.3 74.7 104.2 77.9 110.0 120.0 110.0 195.0 110.0 195.0 110.0 120.0 110.0 195.0 0.0 120.0 60.0 60.0 110. 117.0 60.0 63.0 46.6 59.8 56.3 60.0 63.0 46.6 59.8 56.3 90.9 90.9 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCI< BY 'INETRLOCK' IS USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. SQUARE BEAD OPTIONAL ALL GLASS TYPES / • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) D FLORIDA BUILDING COMMISSION DE RATORY STATEMENT DCA05-DEC-219 CIVIL 2615 PRODUCT REVISED as emptying with the Florida IE lion Date 44A."31,01%, HY Dade ci 20113 • et 2 CC 0 11. CC ca O It re 01 u. 0 vi COMP-ANL\W98-100CGI CC • • • • 0 ERAL REVISION co 0 date: 12-04-98 • 0 drawing no. W98-100 sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '1' 1 3/8" 2 1/8" —I WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES/USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT o• o. G S Q �} V7 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '2' 2 1/8" j MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOF TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' lB LTA : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING 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 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION t BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIAL • PRESSURE_IEEATFI) TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES S to • • • • • •. • —1/8" MIN. r— —1 r�TI • • • • • • • • • • . .• .• TYPICAL ANCHORS SEE ELEV. FOR SPACING : • SEE SHEET 6 FOR DESC QIPTIO i • • • • • r-� . t11111N.U111111111an ATTACHMENT TO APPROVED MULLIONS 0 0 0 0 00 J z a o. 0 V O 0 0 c 0 0. v 0) NO CHANGE THIS SHEET PER RER COMMENTS NO CHANGE THIS SHEET NO CHANGE THIS SHEET .• • • •••• • • •••. � . • • • • • • • Engr; JAVAD AHMAD CML FLA. PE 1 70592 CA.N. 3538 M PRODUCT REVISED as complying with giv Florida Building Code t5.O$12, I Acceptance No or Ex,iration Date !r3jrrl. 2018 13y Miam ' ado Product in a (' M a N o) • O N O ('1 C.18.ia}j N N `^ 0 0 0 L 0 ,. 0 I — �.• co rn 0 0 • N 0 ) /\o C drawing no. W98-100 (sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL HORS SEE ELEV. = ; SPACING SEE SHEET 6 DESCRIPTION INSTALLATION TYPE '1' o' 1 3/8" 2 1 /8" WOOD BUCK TYPE '1' MATERIAL' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHE INSTALLATION TYPE '3' TYPIC ' NSTALLATIO D ON FOUR SIDES USING . 'OD 1 3/8" 2 7/8" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2-1/2" MIN. J e TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ALLATION TYPE '2' 2 1/8" MIN. D BUCK TYPE '2' TERIAL: PRESSURE TREATED PICAL INSTALLATIDETAIL ON - FOUR SID- SI>,G WOOD 1!.IIN. TYPICAL AN •RS SEE ELEV. FO` PACING SEE SHEET 6 FO ESCRIPTION " 0 BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD r—rj--i I TYPICAL ANCHORS SEE ELEV. FOR SP ''`'G SEE SHEET 6 F!' 'ESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES 2 to • • • •• • •. • • •••• • • 0000 •. .. • 1/8' MIN. • •• • TYPICAL ANCHORS •• •• SEE ELEV. FOR SPACING • • • SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr. JAVAD AHMAD CML FLA. PE 1 70592 CAN. 3538 PRODUCT -REV! as complying with the . orida Building Code t5'0rr12. Acceptance No B" 'ration Dale By Mian Dade Product Cot 9 1g J CO m N 8 N m^ 0 .3 w a cn to E9• • 'n I z•• • en • to • • •rel cki. IN o 4/4 m . �iro •0rin J < 0% 2 0o — z L .. CV �r o O O '5 0 NO CHANGE THIS SHEET REV. PER RER COMMENT NO CHANGE THIS SHEET NGE THIS SHEET 0 0 1 •' • • • 1•••• • • B•••• 0 0 0 0 0 (NI co r N ri N 0 c 0 u. 0 z it a N 0 in 2 u • drawing no. W98-100j ) a u sheet 51 of 7 � • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/TNT.(-) EXT.(+)/INT.(-) EXT.(+)/TNT.(-) 20° 24- 28' 30" 32" 36" 40" 42- 36" 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 195.0 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 88.5 117.9 144.6 192.9 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" S4" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 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" 40' 42- 60, 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 -20' 24" 28' 30. 32" 36" 40" 66" 1 J5.0 195.0 140.7 105.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24" 28- 30" 32" 36" 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 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32" 36' 76" 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20" 24" 28" 30" 32" 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 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32"_ 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 I 1R11 iNCE VALE OF`INSTA 4TIhN`A C 31 iJ" REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT ` Sit..O/TNT.(-) EXT.(+)/INT.(-) EXT.(+)/TNT.(-) EXT.(+)/TNT.(--) 19-1 /8' 26-1 /2" 195.0 195.0 149.4 195.0 26" 195.0 195.0 107.8 161.8 37' i 195.0 l 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" 195.0 195.0 153.5 191.9 50-5/8' 193.2 195.0 110.8 138.5 37 1� 138.4 i 173.0 79.3 99.2 191/8' 26-1/2" 37' 42' 63" 195.0 195.0 123.3 195.0 i 55.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1 /8" 26-1/2" 37° 74-1/4' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP • • • • . .• • • •••. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4", DIA. •KWIK-CON II BY .'HILTI'(Fu=163 KSI, Fy=157. KSI) 1/4" DIA. 'ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES+ 1-1/2" MIN. PENETRATION fNTO WOOD THRU iBY 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 OR SELF DRILLING SCREWS (GRADE.? Cam) IFITO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN: THK INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063LT5 MIN.) (STEEL IN CONTACT WITH .ALUMINUM TO BE PLATED .OR. PAINTED) TYPICAL -:EDGE DISTANCE „ NTOCONCRETE AND -MASONRY -= { 2-1 / 2 MIN, INTO WOOD' STRUCTURE = •• • • • • •• • • • •• . • • •• a" • • • • • • • COMP-ANL\W98-100CG! • ram•• • N • 84. CV Hiei•�� NM ©gM Z z J O - O 5 U 5 :=_ 0 co co M 0 c 2 2 0 a 2 0 171 2 (; x a 0 0 2 •• • • • . • � . • • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CIVIL FIA. PE jI 70592 CAN. 3538 15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-05)2. Iq Expiration Dale By✓�. - i Miam ade Product Control 20 / Cy m 0 c � > [drawing no. M98-100 N N a N 0 •n 0 N v co N 2 Q 1- N 0 -3 a u sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT 20' 24' 28' 30° 32' 36' 40' 42" 20° 24" 28" 30" 32" 36' 40' 42' 20" 24' 28" 30" 32" 36" 40" 42" 20" 24" 28" 30" 32' 36" 40" 42" 20' 24' 28" 30" 32" 36' 40" 20" 24" 28" 30' 32" 36" 40' 20" 24' 28" 30" 32' 36" 36" 42' 66" 72" 110.0 195.0 110.0 110.0 110.0 110.0 110.0 105.8 97,0 110.0 110.0 106.9 103.5 100.7 97.0 110.0 110.0 109.1 99.8 95.5 91.9 80.6 110.0 97.0 86.8 82.8 95.9 91.3 87.3 60.0 60.0 110.0 0 186.5 182.4 179.5 177.3 145.1 120.0 179.5 159.6 146.6 141.9 138.1 120.0 160.9 154.8 120.0 120.0 120.0 120.0 110.5 153.2 133.0 119.0 113.5 120.0 120.0 119.7 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT 20" 24' 28' 30' 36' 20" 24" 28' 30' 32' 20° 24' 28" 30' 32° EXT.(+) 105.8 90.9 80.5 76.3 60.0 60.0 102.7 88.2 7.9 7 60.0 110.0 97.0 85.5 INT.(-) 120.0 120.0 110.3 104.7 60.0 60.0 120.0 120.0 120.0 1 120.0 117.3 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 110.0 195.0 26-1/2" 26" 110.0 195.0 37" 110.0 184.2 42' 110.0 152.4 19-1/8" 110.0 195.0 26-1/2" 38-3/8" 110.0 172.6 37" 110.0 156.3 42° _ 95.7 120.0 19-1/8" 110.0 195.0 26-1/2" 50-5/8' 110.0 154.7 94.0 120.0 37' 42" 89.8 120.0 19-1/8" 109.3 149.9 -1/2' 63" 84.8 116.2 67.9 93.1 42' 60,0 60.0 19-1/8" 110.0 154.8 26-1/2" 74-1 ' 86.4 118.5 37' 60.0 60.0 19-1/8" 10 120.0 26-1/2" 76" 84.0 115.2 37" 60.0 .1 • 19-1/8' 108.3 120.0 26-1/2" 77" 82.7 113.4 37' 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. t SPACING A - 1/4" DIA. KWIK-CON 11 BY ' (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR SONRY 1-1/4" MIN. EMBED 0 CONC. OR MASONRY DIRECTLY 1-1/4" 2- 1 Y-'ECCO' (Fu=177 KSI, Fy-155 KSI) CONC. OR FILLED BLOCK N. EMBED INTO CONCRETE MIN. EMBED INTO GROUT FILLED BLOCKS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 97.0 20.0 TYPICAL EDGE DISTANCE 86.► 117.9 81.7 112.0 77.9 106.9 60.0 60.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 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 CAPACflIES USE LOWER APPLICABLE VALUES. 2 1/2" MIN. EDGE DIST. #14 SMS AT 6" FROM E 17" 0.C. M 24" 0.C. AT JAMBS AT HEAD/SILL A TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND " O.C. MAX. AT JAMBS .C. MAX. AT HEAD/SILL 1 INSTALLATION TYPE '5' .065 .562 TYPICAL INSTALLATION AIL ON ALL FOUR SIDES/USING ALUMINU .845 2.500 .592 r- ALUMINUM BUCK 6063-T6 • .845 -.065 OPTIONAL COVER 6063-T6 1" MIN. #14 SMS • • • • • •• • • AT 6" FROM ENDS 17' O.C. MAX. AT JAMBS .'' • • 24" 0.C. MAX. AT HEAD/SILL • • • • • • •• •• • • • • • • • • •• • TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES CK SYSTEM Engr: JAVAD AHMAD CML FLA. PE ' 70592 C.A.N. 3538 as con Building Acceptance 13 „"ration Date UCT REVIS1D ing with the Florida e. 1 s-o 512 .ra 2018 ra‘u] o a O 1 r O t • 0 M W O a- < p• np2 • N 0 O W ' it E VI - ..I co co 0 u. TEL (305) 264-8100 • ' n 0� • • •• • • c ) drawing no. 1 W98-100 sheet 7 of 7 • •. • • • (GENERAL WIND OWi SECTIONS) 1FLA,NGE(FRAME WINDOW WIDTH VENT WIDTH VENT HEIGHT D.L. DPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 NDOW HEIGHT DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. a_ a. J 4, � r 5L FOR GLASS TYPES REFER TO SHEETS 4 THRU 6 a. D o® SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1N STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 10 & 11 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. b AT EACH END AND 18" O.C. ON SHORTER SIDES 20" O.C. ON LONGER SIDES D.L. DPG. 2 1/2' VENT WIDTH • WINDOW WIDTH FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. WW-2" D.L. OPG. 11 11 It 11 II 'I nil-7" 11 -- 1 b 18" MAX. TYPICAL ELEVATION (FLANGE FRAME) b• 6" MAX. TYP. HEAD/SILL CORNERS • (0 0 SURFACE APPLIED FALSE MUNTINS OPTIONAL . . • • • •• • MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES NOTES: {THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THEE REQUIREMENTS OF THE FLORIDAFLORICsk BUILDING CODE_INCLUDING_HIGH VELOCIT_ (HURRICANE _ZONE..(HVHZ) WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. • • • • • • • • •• •• • • • • • . • • • • %THESE WINDOWS�ARE-RATED =FOR -LARGE :MISSlLEJMPACT °SHJUTTERS RED !NOT REQUIRED") Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 538 15 PRODUCT REVISED as complying wish the Florida Building Code Acceptance Not 5 " 0612• t �o Ex � iration Date f,�T l ,'2L , +j ede Product ALUMINUM FIXED WINDOW co w w 593-6592 cD•a • 0 A•c' M to O. 0 .. M •• (D.< .. U — d 0 0 GENERAL REV. UPDATED TO 2010 FOC NO CHANGE THIS SHEET • • • • • a: 0 0 0 O 0 M 0 co 0 C 13 a • 8 0 ( drawing no. W99--10j (sheet 1 of 11 •' • • • •• •.. • • • • GENERAL WINDOW SECTIONS EQUAL LEG FRAME VENT HEIGHT D.L. OPG. 3/4' VENT WIDTH u a. _J FOR GLASS TYPES, REFER TO SHEETS 4 THRU 6 0 AT EACH END AND 18" 0.0. ON SHORTER SIDES 20" 0.C. ON LONGER SIDES /2' VENT WIDTH 3/4' WINDOW WIDTH WINDOW WIDTH EXTERIOR a. 0 0 IN a. 0 J co z WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L. OPG. WW-6 1/2" MAX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL • • . •• • • 18" MAX. TYPICAL ELEVATION (EQUAL LEG FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES Engr: JAVAD AHMAD CIVIL FLA. PE 70592 CAN. 3538 2015 PRODUCT REVISED complying with the Florida II mg u Code A15.0512.16 cce� ,;-1ceNo lzx irati *ate / - 2018 ` a / •••. • • • • • • • • •• •• • • • • • • • • . •• • By Mimi 4 Z I-w w Q� • J a Et O 3 V O oa No ii u, {L • z 1 W COMP-ANL\W99-10CCI c DI to ca 1 M rn O • • ID Ca Z_ • V�y) in •4 • •S • M • , •g.•1 . 0 • 111 3 1 x 0•c 1 • •• tQ 1 • M • . (y09•thin- N 1 • • • • m•A•Nrr) co 1 0 1 M • 0� J a�i •• co CA • • t1 I :c° • 0 J O i • ... o.¢ 1 • • w �oOw En U,- o C 0 N v 0 0. L C) CO 0 v J La z 1. LI W x NO CHANGE THIS TO 2014 FBC a 1/1 1- u 0 z In 2 0 0 O 0 0 N n 17 0 m 0 0 x 0 N u 0 x s drawing no. W99 —10 (sheet 2 of 11 VENT CORNS@ ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM 2,215 2.465 .080 TYP. FLANGE FRAME 2.465 2.715 .080 TYP. EQUAL LEG FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EOUN. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EOUN. 28 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 EQUN. 3A CGI-398 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - ULTRAFAB/SCHLEGEL 7 Q200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 - AS RE00. VENT SCREWS 0 20' 0.C. LONGER SIDES, 18" 0.C. SHORTER SIDES - #10 X 1' SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1-1/4" SS SMS 10 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 65±5 SHORE A Engr: JAVAD AHMAD CIVIL FLA. PE • 70592 C.A.N. 3538 4 Z015 F1.757 .090 TYP. 720 1.438 ¢1.222J VENT (5/16" LAM. GLASS) 1-1,757 .090 TYP. .720 1.438 1,624 VENT (INSUL. LAM. GLASS) • ••• r-1.757 .090 TYP. CGI-375: OGEE GLAZING STOP .763 .808 i .830 .617 E."- CGI-396: SQUARE GLAZING STOP PRODUCT REVISED a9 complying with the Florida Building Code t5-0512 Acceptance No /j(�o Ex�iralion Date I_�5]IN.�- By Kann do Product Conked • • • • • • • 1010400 • • 10000 i TEL. (305) 2648100 0 0 rn rn 3 a o_ 0 0 0) I 0) rn • • 'n • ••• • o O Cl i. •°G u'N • eF N. o (n M iiii •Z LI- •.. • •y 0 _ o M CHANGE THIS SHEET 0 drawing no. W99-10 sheet 3 of 1 1 •• • • • 1/8" ANN. GLASS INTERLAYERS .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS S1LIC❑NE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" 5/16" NOMINAL GLASS TYPE .2' 3/16" ANN. GLASS INTERLAYERS 3/16" ANN. GLASS .075" Saflex CP With PET Core By 'Eastmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SenlryGlas By 'Kuraray Americo, Inc.' .090" Butacite PVB By 'Kuraroy America, Inc.' SILIC❑NE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON LITES `=2 ?/IDER THAN 36" 7/16" NOMINAL GLASS TYPE •3' PERFORMANCE VALUES OF IMPACT_ RESISTA.IVT WINDOWS' REFER TO-SHEEFS 7 TAU 11 FOR LNSrAUATt0N-DETAILS WIND01M DIMS. GLASS TYPE '2' GLASS TYPE '3' GMASS'TYPY "61 WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-), EXT. (+) 1NT. (.- 19-1/8" 26-1/2" 37" 53-1/8" 26„ 110.0 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110.0 195.0 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 85.3 85.3 85.3 85.3 19-1/8" 26-1/2" 37" 53-1/8" &3" 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" 110.0 120.0 110.0 174.6 110.0 195.0 • 1 2" b9.8 83.8 110.0 120.0 '110.0 - . _ 120.0 37" 53-1/8" 74-1 44` 56.9 90.0 90.0 90.0 90.0 56.9 - - - - 70.0 70.0 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 4II 1 11114,1 igh AT 1 /4 POINTS ON LITES t r- N 36" SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. , 538 MAY 015 • • • • • •• • • • • • • • • • • • • ••• •• • • • • • • • • • •. 4 PRODUCT REVISED as complying with the Florida Building Code (r, "0512.10. Acceptance No Ex. 'ration Date UP-511// • Ij(jfB By Mini Dade Product' fel" V O F- P 6 g 0 a� I O t • 0 M w t9 0 o.ao O °� Fe- te w3u. wy < a W r2 co to to N 0 el in 0 0 at (1" zd a. 0 0 J 0 Ct w w CO M N CC w If) o, 0 07 • • 0 '(/) • cr x o :tot uu (44 • Hr o 431 O▪ •.• t+1) n :74 I -IC • t 17•1= "crl 3.o' M o o•p cJ �-o 1- ND CHANGE THIS SHEET 0 0 0 dote: 02-1 9—99 • • N N 471 dr• by HAMID drawing no. W99-10 •• • • • • • • •. • • • • (sheet 4 of 11 4u. .PERFORIIIANCE VALUES 0F IMPACT RESISTANT 'REFFJ1.TO St1Ek'15_ _11*W_L1.l�PA_[r1SrAuitEIN: TI�,cS` WS PERFORMANCE VALUES OP IMPACT ES1S ANT WI J REFER TO SHEETS 7 1tt9U11. FOR,P4S174E► U IDOWS4 ' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DUALS , �� ro 1 r, O 01 WINDOW DIMS. GLASS TYPE '2' "CLASS BYl?'E`S GLASS TYPE '6' WINDOW DAIS. CLASS TYPE '2' GLASS TYPE '3' r"'CYPE '8' WI `OW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYP' '8' WIDTH HEIGHT EXT. (+) 1NT. (-) ',i rt - EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) DR. (+) -INT. (-) pL 1..INT ( WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) INT. (-) IXT. (+) . (-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 FAX. (305) 262-6978 COMP—ANL\W9 24' 110.0 180.0 M ' 181.9 110.0 195.0 24- 110.0 120.0 110.0 151.6 110.0 195.0 24' 110.0 114.4 110.0 120.0 110.0 120.0 NOTE: 30' 110.0 144.0 110.0 166.3 110.0 195.0 30' 91.2 91.2 110.0 120.0 110.0 i 120.0 30' 65.7 65.7 90.0 90.0 90.0 90.0 LOAD AREA LIMITS 36' 110.0 120.0 110.0 161.7 104.7 185.5 36' 78.9 76.9 105.9 115.5 105.9 115.5 36' 48.6 48.6 90.0 90.0 90.0 ' 90.0 FOR +1 10, -195 PSF = 10.0 SQ. FT. 42' 110.0 120.0 110.0 120.0 110.0 120.0 42" 87.9 67,9 90.0 90.0 90.0 90.0 42' - - - - 90. 90.0 + 1 10, - 1 20 PSF = 16.3 SQ. FT. 48' 104.8 104.6 110.0 120.0 110.0 120.0 48' 65.0 65.0 90.0 90.0 90.0 90.0 48' - - - - 7'.0 70.0 +90, -90 PSF = 24.0 SQ. FT. 54' 88.3 88.3 110.0 120.0 110.0 120.0 54" 60.2 60.2 80.0 80.0 80.0 80.0 54- - - - - '.0 70.0 +70, -70 PSF = 35.0 SQ. FT. 57' 81.9 81.9 108.3 118.1 108.3 118.1 57' 57.8 57.6 75.8 75.8 75.8 75.6 57' - - - - 70.0 70.0 +50, -50 PSF = 45.0 SQ. FT. 60' 76.9 76.9 105.9 115.5 105.9 115.5 60' - - - - 72.0 72.0 60' - - - - 70.0 70.0 63' 38' 72.5 72.5 103.7 113.2 103.7 113.2 63' b0• - - - - 70.0 70.0 63' 84' - - - - 50.0 50.0 66' 68.5 68.5 90.0 90.0 90.0 90.0 66' - - - - 70.0 70.0 66" - - - - 50.0 50.0 69" 64.5 64.5 90.0 90.0 90.0 90.0 69' - - - - 70.0 70.0 69' - - - 50.0 50.0 72' 60.9 60.9 90.0 90.0 90.0 90.0 72" - - - - 70.0 70.0 72' - - - 50.0 50.0 75' 57.8 57.8 90.0 90.0 90.0 90.0 75" - - - - 70.0 70.0 75' - - - 50.0 50.0 78' 55.0 55.0 90.0 90.0 90.0 90.0 78' - - - - 70.0 70.0 24' • • • 88.6 110,0 120.0 110.0 120.0 81' 50.2 50.2 90.0 90.0 90.0 90.0 81' - - - - 70.0 70.0 30' 57.4 57.9 90.0 90.0 90.0 90.0 84' 48.6 48.8 90.0 90.0 90.0 90.0 84" - - - - 70.0 70.0 36' 43.0 43.0 90.0, 90.0 90.0 90.0 87' 47.0 47.0 90.0 90.0 90.0 90.0 87' - - - - 50.0 50.0 42' - - - 70.0 70.0 24' 110.0 168.0 110,0 169.7 110.0 195.0 24" 110.0 119.6 110.0 120.0 110.0 120.0 48' - - - 70.0 70.0 WDW. WIDTH 30' 110.0 144.0 110.0 150.9 110.0 195.0 30' 81.8 81.8 110.0 120.0 110.0 120.0 54' 96• - - - - 50.0 50.0 ( ) 36' 110.0 120.0 ! ! 110.0 120.0 36" 68.5 68.5 90.0 90.0 90.0 90.0 57' - - - 50.0 50.0 SERIES-238 ALUMINUM FIXED WINDOW (L.M.I.) Ccr. VANDO V6 & DOCIR 10100 :M.W. •2ITM STRE,FF • DbVAL: FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 42' 102.9 102.9 110.0 120.0 42" 60.2 60.2 90.0 90.0 90.0 90.0 60' - - - 50.0 50.0 WINDOW LENGTH 48' 67.2 87.2 110.0 120.0 110.0 120.0 48" 57.0 57.0 90.0 90.0 90.0 90.0 63' - - - - 50.0 50.0 54' 76.9 76.9 103.9 113.4 103.9 113.4 54' - - - - 80.0 80.0 66' - - - - 50.0 50.0 /, 57' 72.2 72.2 90.0 90.0 90.0 90.0 57' - - - - 70.0 70.0 24' 70.4 70 ° 90.0 90.0 90.0 90.0 , /// 60'r-i 67.9 87.9 90.0 90.0 90.0 90.0 60' - - - - 70.0 70.0 30' 56.4 ..4 90.0 90.0 90.0 90.0 // 42 90.0 90.0 90.0 63' 66' - - - -- 68.6 68.6 38' - - - - 70.0 70.0 •• • • • 63' 63.9 53.9 90.0 66' 60.2 60.2 90.0 90.0 90.0 90.0 66" - - - - 65.5 65.5 42" - - - - 70.0 70.0 •• • 69' 55.3 55.3 90.0 90.0 90.0 90.0 69" - - - - 65.5 65.5 48- 108" - - - 50.0 50.0 • 72' 52.0 52.0 90.0 90,0 90.0 90.0 72' - - - - 65.5 65.5 54' - - - 50,0 50.0 75' 49.1 49.1 90.0 90.0 90.0 90.0 75' - - - - 65.5 65.5 57' - - - - 50.0 50.0 • • • • • • 78' 46.7 46.7 58.4 88.4 90.0 90.0 78" - - - - 50.0 50.0 60' - - - 50.0 50.0 81' 44.8 44,8 85.4 WINDOW LENGTH 85.4 90.0 90.0 81" - - - - 50.0 50.0 24' " .5 59.5 90.0 90.0 90.0 90.0 • • 64" - - - - 90.0 90.0 84' - - - - 50.0 50.0 30- - - - - 90.0 90.0 • • • • 87' - - - - 70.0 70.0 87' - - - - 50.0 50.0 36' - - - - 70.0 70.0 • • • 24' 110.0 160.0 110.0 161.7 110.0 195.0 24' 110.0 111.5 110.0 120.0 110.0 120.0 42' 120' - - - - 70.0 70.0 W. WIDTH • • 30' 110.0 120.0 110.0 141.1 108.2 191.8 30' 77.0 77.0 110.0 120.0 110.0 120.0 48' - - - 50.0 50.0 is / //' • • ••• 36" 104.8 104.8 110.0 120.0 110.0 120.0 36' 60.9 60.9 90.0 90.0 90.0 90.0 54' - - - 50.0 50.0 �i/// • • 42" 87.2 87.2 110.0 120.0 110.0 120.0 42' 52.0 52.0 90.0 90.0 90.0 90.0 24' 46.9 46.9 90.0 90. '', 90.0 90.0 120.0 110.0 120.0 48" 50.6 50.6 85.5 85.5 90.0 90.0 30" - - - - 70.0 70.0 48' 77.3 77.3 110.0 54' 69.8 89.8 90.0 90.0 90.0 90.0 54' - - - - 70.0 70.0 36' 32' - - - - 70.0 70.0 � description GENERAL REV. NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2D14 FBC NO CHANGE THIS SHEET JI 57" 66.3 66.3 90.0 90.0 90.0 90.0 57' - - - - 70.0 NOTE: 70.0 42' - - - - 50.0 50.0 60' 65.0 65.0 90.0 90.0 90.0 90.0 60' - - - - 70.0 ' 70.0 48' - - - - -'.0 500 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 63' 48' 60.8 60.8 90.0 90.0 90.0 90.0 63' 72' - - - - 68.5 68.6 24' 41.3 41.3 90.0 90.0 ..0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 66' 57.0 57.0 90,0 90.0 90.0 90.0 66' - - - - 65.5 65.5 30' - - - - 7 • 70.0 69" 53.6 53.6 89.6 89.6 90.0 90.0 69' - - - - 62.6 62.6 3 _ 144 - - - - 50. 50.0 72' 50.6 50.6 85.5 85.5 90.0 90.0 72' - - - - 50.0 50.0 - - - - 50.0 50.0 75' - - - - 90.0 90.0 75' - - - - 50.0 50.0 24' - - - - 70.0 70.0 78' - - - - 70.0 70.0 78' - - - - 50.0 50.0 30' 156' - - - - 70.0 . 70.0 81' - - - - 70.0 70.0 81' - - - - 50.0 50.0 36' - - - - 50.0 50.0 84' - - - - 70.0 70.0 84' - - - - 50.0 50.0 87" - - - - 70.0 70.0 87' - - - - 50.0 50.0 (revisions: 24 24' 110.0 142.2 110.0 155.9 110.0 195.0 24' 106.1 108.1 110.0 120.0 110.0 120.0 *' p ti co 0 ^ o o : "i ry = in n 0 Ed 0 .13 o 0 30' 103.3 103.3 110.0 120.0 110.0 120.0 30' 70.2 70.2 110.0 120.0 110.0 120.0 36' 88.3 88.3 110.0 120.0 110.0 120.0 36' 55.0 55.0 90.0 90.0 90.0 90.0 NOTE: 42" 76.9 76.9 103.9 113.4 103.9 113.4 42' 46.7 46.7 88.4 88.4 90.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE c 4(.1 _ - 45' 69.8 69.6 90.0 90.0 90.0 90.0 48• - - - - 70.0 Too 54' 67.4 67.4 80.0 80.0 80.0 80.0 54" - - - - 70.0. ` 700 BASED ON ASTM E1300-09 (3 SEC. GUSTS). date: 02-19-99J scale: 1/2" s )' 1 dr. by: HANID r � chk. by: 57' 63.7 63.7 80.0 60.0 80.0 80.0 57' - - - - 07 0 , 70.0 Engr: JAVAD AHMAD 60' �, 60.2 60.2 80.0 80.0 80.0 80.0 80" - - - - 70.0 70.0 REVISED 63' 57.1 57.1 80.0 80.0 60.0 '78• CIVILPRODUCT 80.0 63' - - - - 68.8 88.6 M. PE 70592 as complying with the Florida 86' - - - - 80.0 60.0 8' - - - - 50.0 50.0 3538 Building Code lg"dst`.t6 - 70.0 70.0 69' - - - - 1 k.A:N. Acceptance No ` 1R^ 69' - - - a001 s•50A1 irati Dale 72' - - - - 70.0 70.0 72' - - - - 50.0 50.0 1 0IB 75" - - - - 70.0 70.0 75" - - - - 50.0 50.0 By , drawing no. W99- 1 0 78' - - - - 70.0 70.0 78' - - - - 50.0_ 50.0 Mi Dade Product ut 81' - - - - 70.0 70.0 81' - - - - . 50.6, - 50.0 1 44015 84' - - - - 70.0 70.0 87' - - - - 70.0 70.0 (sheet 5 of 11 • •• • • • • • • • • • • • • •• • • • • XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY `QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS ‘11 401111%1/8" ANN, GLASS ILICONE 200 DO '95 DOW 8 0 3/4" INSULATED GLASS TYPE '2A' AT 1/4 POINTS ALL SI .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemicol Co.' .090" SentryGlas By 'Kuroray America, Inc.' .090" Butacite PVB By 'Kuroray Americo, Inc.' XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS rAIR SPACE 1/8" TEMP. GLASS INTERLAYERS 3/4" INSULATED GLASS TYPE '3A' .075" Saflex CP With PET Core By 'Eastman Chemicol Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuroray America, Inc.' .090" Butacite PVB By `Kuroray Americo, Inc.' 1/8" TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESI T WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION -_. AILS PERFORMANCE VALUES OF IMPACT RESIST WINDOWS REFER TO SHEETS 7 THRU 11 FOR INST '' DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS . '3A' WINDOW DIMS. GLASS TYPE '2;' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1 N . -) WIDTH HEIGHT EXT. (+) 1 • -) EXT. (+) 1NT. (-) 24" 30" 36" 42" 48" 54- 57" 60" 63" 66" 69" 72" 75" 78" 81- 84' 87" 36" 110.0 180.0 110.0 180.0 24" 30" 36" 42" 48" 54" 57" 60" 63' 66" 69" 72" 48" 110.0 160.0 110.0 160.0 24' 110.0 118.4 110.0 120.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 0" 8 • 81.8 110.0 120.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 3. 72" • 4.7 64.7 90.0 90.0 110.0 120.0 110.0 120.0 92.7 92.7 96.9 102.9 42" 55.2 55.2 90.0 90,0 82.1 82.1 84,8 90.0 110.0 111.3 110.0 120.0 48' 53.7 53.7 90.0 90.0 93.8 93.8 110.0 120.0 74.2 74.2 90.0 90.0 24" 110.0 114.8 110.0 120.0 87.0 87.0 110.0 116,9 70.4 70.4 90.0 90.0 +' 4.6 74.6 110.0 118.9 81.7 81.7 120.0 114.3 69.0 69.0 90.0 90.0 6" 78" 5;. 58.4 90.0 90.0 77.0 77.0 120.0 112.0 64.6 64.6 90.0 90.0 42" 49.6 49.6 90.0 90.0 72.7 72.7 90.0 90.0 60.5 60.5 90.0 90d 24" 110,0 W40►0 110.0 120.0 57.0 57.0 90.0 90.0 68.5 68.5 90.0 90.0 30' 84" 69.8 69.8 90.0 90.0 64.7 64.7 90.0 90.0 53.7 53.7 90. 90.0 36" 51.6 51.6 '.0 90.0 61.4 61.4 90.0 90.0 24" 30" 36" 42" 48' 54" 57" 60" 54' 110.0 151.0 0.0 154.3 24" 94.1 94.1 110.E 120.0 109.7 109.7 110.0 120.0 58.4 58.4 90.0 90.0 30" 96" 61.6 61.6 90.0 0.0 53.4 53.4 90.0 90.0 93.8 • .• 110.0 120,0 36" 45.6 45.6 90.0 90.'I 51.6 51.6 90.0 90.0 81.7 81.7 96.9 102.9 24- 74.8 74.8 90.0 90.0 49.9 49.9 90.0 90.0 7 . 74.2 90.0 90.0 30" 108" 59.9 59.9 90.0 90.0 24" 30' 36' 110.0 168.0 110.0 168.0 1.6 71.6 80.0 80.0 24' 120" 63.2 63.2 90.0 90.0 110.0 144.0 110.0 144.0 67.6 67.6 80.0 80.0 24" 132' 49.8 49.8 90.0 90.0 110.0 120.0 110.0 120.0 64.0 64.0 80.0 80.0 24' 144" 43.8 43.8 90.0 90.0 42" 48" 54" 57' 60' 63" 66" 69" 72" 75' 78' 81' 42, 102.9 102.9 96.9 102.9 63' 60.6 60.6 80.0 80.0 W 92.7 92.7 96.9 102.9 2 0' 60' 110.0 120.0 110.0 120.0 81.7 81.7 96.9 102.9 96.9 96.9 110.0 120.0 76.7 76.7 90.0 90.0 36" 42" 48' 54" 57" 81.7 81.7 110.0 114,3 72.1 72.1 90.0 9 ' 72.1 72.1 90.0 90.0 WINDOW LENGTH 1- 67.9 67.9 90.0 •0.0 69.0 69.0 90.0 90.0 a o z w 63.9 63.9 90. ,. 90.0 64.0 64.0 80.0 80.0 58.8 58.8 • •.0 90.0 61.2 61.2 75.8 75.8 55.2 55.2 90.0 90.0 24" 30" 36" 42' 66" 110.0 120.0 110.0 120.0 //%/' rz- MOON IM 52.2 90.0 90.0 86.9 86.9 110.0 120.0 49.6 49.6 90.0 90.0 72.7 72.7 90.0 90.0 47. 47.6 90.0 90.0 63.9 63.9 90.0 90.0 48' 60.5 60.5 90.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). DW. WIDTH NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. S' -'E BEAD OPTIONAL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS • WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A'• WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (=j' 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• • 1 110.0 120.0 110.0 120.0• • 1 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 • 116.8• • . 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" 63" 110.0 177.5 110.0 177.5 109.1 109.1 110.0 120.0 74.9 74.9 110.0 110.2 61.3 61.3 81.3 81.3 19-1/8" 26-1/2" °I'\_37" 74-1/4" 110.0 120.0 110.0 120.0 95.4 95.4 110.0 120.0 60.4 60.4 90.0 90.0 TE: LO FOR AREA LIMITS 10, -195 PSF = 9.32 SQ. FT. +1 -120 PSF = 16.2 SQ. FT +90, • 0 PSF = 24.0 SQ. FT. Engr: JAVAD AHMAD CIVIL FLA. PE # 0592 C.A.N. 35 MAY L 015 PRODUCT REVISED omplying with the Florida 1g Code AcI5' ztgy Accep" .� a No Lx iration`'_;te ar?31111. Miami rude Product • TEL (305) 2648100 0 0 rn 3 J Q o_ 0 0 i ••I • 00 00 •• •• • •• • 0)6 • FIXED WINDO a J SERIES-238 593-6592 C ) C 0 n 0 N 4I W c� TO 2010 F a R RER COMME 1 a a m cn m 0 co 0 0 0 I io 0 n 0 S d m to 0 1 drawing no. W99-10 sheet 6 of 1 1 INSTAtT 'CONDITQNS X.ANG 'FRAME I(APPLIE PTO #A:L FOU SIDES1 FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 U O • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2-1/2" MIN. INSTALLATION TYPE '1' 1 3/8' L 2 1/8' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION m 2-1/2" MIN. INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT 0 1" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION d' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' WOOD BUCK TYPE '3' MATERIAL: PRESSIIRF TRFATFD TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGl 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 cu a BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIAL • PRFSSIJRF TRFATFD TYPICAL INSTALLATION_ DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES T h • • • • •• • • TYPICAL ANCHORS • • • • • • SEE ELEV. FOR SPACING • • • • SEE SHEET 9 FOR OESCRIATION. • •• •• .• ATTACHMENT TO APPROVED MULLIONS Engr: JAVAD AH.i1AD CIVIL FLA. PE # 70592 CA - 3538 042015 PRODUCT REVISED ss complying wvilh the Florida Building Code Acceptance No I iralion Dale By Miami)E'Jade 'roduct • • • • • • • • • • •• • 0512.16 N U. °o 0 r') Cr/ 0 7 0 C (21 CI 00 LLJ N, rn 10 M 01 • • ul 0 •6N• 0 ft • fi N. o •Or, • M ••Z . 0 — Mvi •••Og O�Q I O o LQ U " N Z T30 NO CHANGE THIS NO CHANGE THIS 0 L. UPDATED TO 201 CHANGE THIS SHEET z N 0 �'0 to `l C 0 O 0 0 n W 0 O 0 LL cn cn rn k o uu ,u C > drawing no.l W99-10j sheet 7 of 11 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 ITV aQ a 4 4 1 " MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION • x 4 N,.•A Q 2-1/2" MIN. INSTALLATION TYPE '1' 1 3/8' 2 1/8' WOOD BUCK TYPE 11 MATFRIA,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ti 4 1" MIN — TYPICAL ANCHORS SEE ELEV. FOR SPACING /SEE SHEET 9 FOR DESCRIPTION ° • 4 BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' 2 7/8' OD BUCK TYPE '3' MATERIAL: PRESSURE TREATED CA NSTAL • ' ETAIL L FOUR =% S USING WOOD WOOD BUCKS 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 9 FOR DESCRIPTION x • 4 2-1/2" MIN. INSTALLATION TYPE '2' a o' a TYPICAL INSTALLATION DET 2 1/8' MIN, WOOD B ' TYPE '2' MATR " RESSURE TREATED ON ALL FOUR SIDES/USI OOD MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8 MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ETAL STRUCTURES 1/ ATTACHMENT TO METAL STRUCTURES ti • • • • • •• • • • • • • • • • • • • TYPICAL ANCHORS • •• SEE ELEV. FOR SPACING •• •• SEE SHEET 9 FOR DESCRIrrIt P • • • • • • • • •• • ATTACHMENT TO APPROVED MULLIONS Engr. DR. HUMAYOUN FAR STRUCTURES FLA PE # 16557 C N. 538 ) 4 7.01`i PRODUCT REVISED complying with the Florida Bu g Code Accep`, eNo 15-050.AC" Ex 'ration le 401,s/A . .Id ade Product By Miami ?D18 N U. 0 N Cr-) M w C CT tfl rn • • tn • ••• •vj o •• 0 ••w •Z�+ •S 0`J• M ••• Og ., V Q I2 7 LYJ 1 C) x NO CHANGE w NO CHANGE THIS m UPDATED TO 2 LJ 1 NO CHANGE T • • • • • • .o c 0 N � 1 Y vo m 0. 0 r! n r m 0 0 t rn 0 L l U x iv r i •• • • • • drawing no. W99-10 sheet 8 of 11 • ivo. o PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VAL "= ,OF ►INSTAL AT1ON ANC! ORS PERFORMANCE VALUES OF INSTALLATION ANCHORS I P� OF I STALLATi ANCRO WDW. WIDTH REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS EFEF3_,.TQ SHEETS .8c 8 FQR Ai REFER TO SHEETS 7 & 8 FOR DETAILS I REFER TO SHEET 7 & 8 FOR 11ErN WINDOW DIMS. EXT. (+) WINDOW DIMS. EXT. (+) WINDOW DIMS. EXT. (4.) WINDOW DIMS. EXT. (+) WINDOW DIMS. EXT (+) 1 rAL-FAROOQ CORPORATION ENGINEERS Sc PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 l COMP—ANL\W9 WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT - WIDTH HEIGHT INT. (-) lotr I �' WINDOW LENGTH WIDTH HEIGHT ,(-) 24' 195.0 24' 195.0 24" 195.0 24" 195.0w 19-1/8" 195.0 ��' // 195.0 195.0 /// ' W. WIDTH 36" 195.0 36" 195.0 36' 179.3 36" 150.6 37" 26" 195.0 o 0 42" 195.0 42" 195.0 42' 162.7 42" 133.5 53-1/8" 195.0 3 48' 193.6 46" 181.5 48' 151.3 48" 108" 121.0 19-1/8" 195.0 II 54" 195.0 54" 191.2 54' 143.4 54" 111.5 26-1/2" 195.0 57' 195.0 57' 172.1 57" 140.5 57" 107.7 37" 38-3/8" 195.0 NOTE: 60" 184.4 60" 156.4 60" 138.3 60" 104.2VERTICALLY 53-1/8" 195.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 63" 36" 172.1 63" 54" 143.4 63" 72" 136.6 24" 188.2 19-1/8" 195.0 INTERPOLATION OR HORIZONTALLY BETWEEN AS SHOWN ABOVE. SIZES ALLOWED. 66" 161.3 66' 132.4 66" 128.0 30" 154.9 26-1/2" 195.0 69" 189.8 69" 153.7 69" 134.7 36" 132.9 -1 50-5/8" 1950 72' 179.3 72" 143.4 72' 134.4 42" 120" 117.3 53--i /8` 195,0 75" 169.8 75" 134.4 75" 124.1 48" 105.9 19-1/8" 195.0 78" 161.3 78" 126.5 78' 115.2 54" 97.1 26-1/2' 195.0 81" 153.7 81" 119.5 81' 107.6 24" 193.6 37" 63" 169.3 ( )I SERIES-238 ALUMINUM FIXED WINDOW (LM.I.)., • ••• • _•• • • •: CGI WINDOWS & :DOORS : : 10100 N.4. 24TH • S1 Ef • : : • DORAL, Ff. •33172 • TEL (305) 593-6590 FAX. (305) 593-6592 84' 146.7 84" 113.2 84" 100.8 30" 158.9 53-1/8" 144.0 87" 168.3 87" 129.1 87' 113.9 36" 132" 135.9. 19-1/8" 195.0 • ••• 24" 195.0 195.0 • • • 24" 24" 195.0 42" 119.6 26-1 2'I 8 30" 195.0 30" 195.0 30' 184.4 48" 107.6 t 37" _7_4�44 168.9 • 36" 19.Q-_......_ 36" 184.4 36' 161.3 24" 195.0 53-1/8' 137.6 • • • • • . _.421._ I 195.0 42" 170.2 42' 145.6 30" 162.1 • • • • 48" 184.4 48" 161.3 48" 134.4 36" 144' 138.3 • • •1 54' 195.0 54" 156.4 r 54' 1 126.5 ' 1 42" 121.4 •• •• ILA 1 i! 57" 184.4 57" 155.3 57" 123.5 24" 181.5 -- • • • 60" 170.2 60" 154.9 60" 121.0 148.3 • 30" 156" • 63" 42" I 158.0 63' 60" 140.8 63" 78 119.0 36" 126.3 F... Fr • • • • • 66" 147.5 66' 129.1 66" , 117.3 i • 69" 172.9 69" 148.9 69" 116.1 72" 162.7 72" 138.3 72" 115.2 1 75' 153.7 75" 129.1 75' 114.7 ;TYPICAL ANCHORS) E:EV atT SPACING 145.6 78" 78" 121.0 78' t1 -• k'[_/4""'DfA KWIK=COME III -BYE `HILT!' (I+u,=t63 KSt Fy 157 K51) 1 ) I 91' 138.3 81" 113.9 at" "' ,-. description l� 0 a W a = Q NO CHANGE THIS SHEET UPDATED TO 2014 FBC TO CHANGE THIS SHEET JI 1 /4»-DIAL =ULTRACON #BY''ELCO }(Fug 177 KSI) 'Fy=155, al, 84' 131.7 84." 107.6 24' 195.0 87" 150.9 87" 122.3 30' 168.3 I TO2BY WOOD IBUCKS_OR_ OoD:STRUCTURES 24" 195.0 24" 195.0 36' 146.7 $1172_MIN (PENETRATION INTONOO1 30" 195.0 30" 182.2 42' 131.7 fTHRU 1BY'"BUCKS:INTO-CONIC QRT_MASt}tr4 36' 193.6 36" 161.3 48' 121.0 A i/4 MIN EMBED INTO - COW tMASOt 42" 184.4 42" 147.5 54' 113.2 ,OR 48" 181.5 138.3 D1REC.TCY�"INTO;CONC y !FILLED) 48" 57' 110.2 „� , 54" 181.5 !1'=3/, 4 MIN) 1EMBEI) INTO CONC) COI) ±FILLED, :;BLOCKS° 54" 132.4 60" 107.6 84" 57" 116.0 57" 130.4 63" 105.4 114 SMS1 OR SELF) DRILLING SCREWS ;(cRADE.2 cRs)' (revisions: . 60" 161.3 60" 129.1 66" 103.5 tMIAMI=DADE7COUNTY-AppROVED ;,.NIUL'LIONS) ((MIN .THI<3 a> o (0 (0._ o 2 - ^ in in n o st st - g kil o g 63" 48" 148.9 63" 66" 128.3 69" 102.0 INTO] 1.-/8s 138.3 INTO METAL STRUCTURES) 66" 66' 128.0 72" 100.8 c 4 0_ - 69" 161.3 69" 128.0 75' 99.9 STEED 024 !GA MIN'► (F-4 136) gSII !MIN) (ALUMINUM�i (1/8, :THK? 'MIN) (6063aT5.' €MIN:}I date: 02-19-99 scale: 1/2" - 1" dr. by: HAMID chk. by: 72" 151.3 72" 128.0 24" 195.0 ALUMINOM-TQ ORI 75" 142.4 75" 125.7 30' 172.1 (STEEL:_1Ni !CONTACT=WITH BED P1ATED !PAINTED}) 78" 134.4 78" 117.3 36' 148.9 ATYPICAP. IEDGE4 =DISTANCe Engr. JAVAD AHMAD CIVIL PRODUCT REVISED 81" 127.4 81' 110.0 42' 132.5 INTO CONCRETEs`AND !MASONRY' {2=2/2=MIN: c PE#538 92 as complying with the Florida Building Code 84' 121.0 84" 103.5 48' 96' 121.0 !INTO WOOD-STRUCTUREt td 1 .MIN) Acceptance No lrJ"05i2. i�o 87' 138.3 87" 117.3 54' 112.2 �,� . INTO =METAL STRUCTURE= (3�,04 MIN Era irati 1 Dale 20Ip, �" 57' 108.7 + 4 20150 By drawing no. W99 -14 NOTE. 60` 105.8 YlIOOD-AT )-LEAD. SILL OR SG JAMBS ` &55 i MINK Miam' adeProduct Con INTERPOLATION BETWEEN SIZES ALLOWED. 63' 102.9 CONCRET£AT FfEAD; SILL OR JAMBS),f'c 300t> I'SI MINA rC_90-HOU OW%FILLED-BLOCK_AT-JAMBS if j / 66" 100.6 2OOO PSCMIN sheet 9 of 1j) � • • • • • • • • • •••• • • • 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 WIDTH 24" 30" 36" 42" 48" 54" 57' 60' 63' 66' 69" 72" 75" 78" 81' 84" 87" 24" 30" 36" 42" 48" 54" 57" 60" 63' 66' 69" 72" 75" 78' 81' 84" 87" 24" 30" 36" 42" 48" 54' 59' 60" 63" 66' 69" 72" 75" 78" 81" 84' 87" S. HEIGHT 35" 42" 48" ANCHORS ANCHORS AT 17" 0.C. AT 10" O.C. EXT. (+) EXT. (+) INT. (-) INT. (-) .0 195. 195.0 148.0 157.9 131.6 121.4 112.8 105.2 123.3 116.1 109.6 103.9 98.7 112.8 107.6 103.0 177.6 157.9 148.0 145.0 145.0 123.0 112.8 104.1 96.7 195.0 195.0 195.0 195. 195.0 182.2 169,1 184.2 172.7 162.5 153.5 166.2 157.9 150.3 161.5 154.4 195.0 195.0 195.0 193.3 187.9 184.5 169.1 156.1 169.1 112.8 157.9 105.7 148.0 99.5 139.3 94.0 150.3 89.0 142.4 101.5 135.3 96.7 145.0 92.3 195.0 138.4 195.0 172.2 195.0 157.9 195.0 145.0 187.9 148.0 185.0 118.4 177.6 107.6 161.5 98.7 148.0 91.1 105.7 98.7 92.5 87.1 159.4 148.0 138.1 12 9.3 124.6 133.2 126.9 NOTE: INTERPOLATION BETWEEN SIZES ALLOWED. WINDOW DIMS. WIDTH 24" 30" 36" 42' 48" 54" 7" 60 63" 66" 69" 72" 75" 78" 81" 84" 87" 24" 30" 36' 42' 46" 54" 57" 60" 63' 66' 69' 72" 75' 78' 81" 84" 87" 24" 30' 36" 42" 48" 54" 37" 60" 6 66" 69" 72" 75" 78' 81" 84' 87" HEIGHT 54" 60" 66" ANCHORS ANCHORS AT 17" 0.C. AT 10" 0.C. EXT_ (+) EXT. (+) INT. (-) INT. (-) 169.1 145.7 195.0 195.0 131.6 195.0 123.0 184.5 118.4 177.6 116.9 105.2 95.7 87.7 101.2 94.0 7 82. 77.4 87.7 83.1 78.9 148.0 126.3 112.8 104.1 98.7 95.7 95.0 94.7 86.1 175,4 157.9 143.5 153.5 141.7 131.6 122.8 131.6 123.8 ..9 124. 118.4 195.0 189.4 169.1 156.1 148.0 143.5 142.4 142.1 142.1 94.7 91.1 84.6 138.1 127.5 118.4 78.9 126.3 74.0 83.6 78.9 74.8 164.4 139.3 123.3 11 5.7 101.2 99.7 94.7 85.9 97.9 89.7 82.8 76,9 71.8 80.7 76.0 71.8 118.4 111.4 118.4 195 5.0 172.7 157.9 148.0 141.7 JJ.6 138.1 137.3 137.0 125.6 115.9 123.0 114.8 107.6 114.0 107.6 WINDOW DIMS. WIDTH 24" 30" 36" 42' 48' 54" 57' 60" 63" 66" 69" 72" 75" 78" 81' 84" 87' 30 36" 42" 48" 54" 57' 60" 63" 66" 69" 72' 75" 78" 8 4' 30" 36" 42" 48" 54' 57" 60" 66- 66" 89" 72' 75" HEIGHT 72' 78" Q4" ANCHORS AT 17" 0.C. EXT. (+) INT. (-) 148.0 124.6 109.6 99.5 92.5 87.7 86.0 84.6 83.5 82.8 82.4 82.2 75.9 70.5 78.9 74.0 69.6 134.5 112.8 98.7 89.0 82.2 4 75.5 74.0 72.7 71. .o 70.5 70.2 70.1 70.1 148.0 123.5 107.6 96.7 88.8 83.1 80.8 78.9 76.0 74.9 74.0 73.3 ALUMINUM BUCK FRAMING DETAIL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACRIES USE LOWER APPLICABLE VALUES. ANCHORS AT 10" 0.C. EXT. (+) INT. (-) 195.0 174.5 153.5 139.3 129.5 122.8 120.3 118.4 116.9 115.9 115.3 115.1 115.1 112.8 105.2 111.0 104.5 195.0 180.4 157.9 142.4 131.6 123.8 120 8.4 4 114. 113.6 112.8 112.3 112.1 104.1 195.0 185.3 161.5 145.0 133.2 124.6 121.3 118.4 116.0 114.0 112.3 111.0 110.0 WINDOW DIMS. WIOTH 24" 30" 36" 42" 48" 54" 57" 60' 63' 66' 24" 30" 36" 42" 48" 54" 57' 60' 24" 30" 3•" 42" 48" 54" 24" 30" 36" 42' 24" 30' 36" 42" 24" 30" 36" HEIGHT 96" 108 120' 132" 1 156" ANCHORS AT 17" 0.C. EXT. (+) INT. (-) 126.9 105.2 91.1 81.2 74.0 68.6 66.5 64.6 62.9 61.5 129.5 106.9 92.1 81.7 74.0 68. .8 63.8 131.6 108.3 92.9 82.0 74.0 67.9 133.2 109.3 93,5 82.3 74.0 121.1 99.1 84.6 74.3 100.8 85.8 ANCHORS AT 10" 0.C. EXT. (+) INT. (-) 195.0 175.4 151.8 135.3 123.3 114.4 110.8 107.6 104.9 102.5 195.0 168.1 144 ,3 116.3 107,2 103.5 100.2 195.0 162.4 139.3 123.0 111.0 101.8 192.4 157.9 135.0 118.9 106.9 195.0 165.2 141.0 123.8 195.0 161.2 137.3 .845 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. EXT. (+) EXT. (+) WIDTH HEIGHT INT. (-) INT. (-) 19-1/8" 195.0 195.' 26-1/2" 195.0 ' .0 37' 26" 195.0 195.0 53-1/8" 163. 195.0 19-1/8" .0 195.0 26-l/2" 38-3/ 192.1 195.5 37' 173.9 195.0 53-1/8" 130.9 195.0 19-1 195.0 195.0 1/2" 50-5/8' 172.1 195.0 37' 143.4 179.3 53-1/8" 121.1 166.3 19-1/8" 166.8 195.0 26-1/2" 37" 63, 129.3 195.0 103.6 181.2 53-1/8" 88.1 154.1 19-1/8" 172.3 195.0 26-1/2" 74-1/4" 131.8 195.0 37" 103.3 165.3 53-1/8" 84.1 134.6 #14 SMS 1-1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT HEAD/SILL/JAMB - .065 1" MIN. • • • • • .• • • • • • • • • • • • • • • • • • • • #14 SMS •• • AT 6" FROM ENDS 17" 0.C. MAX. AT HEAD/SILL/JAMB INSTALLATION TYPE '5' BY WOOD BUCK OR WOOD STRUCTURES L INSTALLATION DETAIL ON ALL FOUR SID USING ALUMINUM BUCK SYSTEM 1.125 .903 I� ALUMINUM BUCK OPTIONAL COVER Engr: JAVAD AHMAD CML FLA. PE # 70592 CAN. 3538 PRODUCT REVISED complying with the Florida I ing Code Acce. , ce No 1 5j•0512.16 I'`x.irati1- .gate By % Pfr ! 'i r adePrI• a11 1$ U Z as O W fZ0 O � 0E 6) o itt • O ' W3o' 1A (7M4 tY 0 8 COMP—ANL\W99-10CC r.� • • • • • • • • • • O Z • • • • • • O• `-' 1 o O.� u • •-a•� lI : ckj• N 2 . ' N o 6 1 �t/7Wa- N I M 0o r 0• M o , -1 N Z ztJ- 01 co in w _ Og W O7 0 0 W N U,--of- rn i CO rn i 0 o M aescnpaon W z W a 0 0 NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET • m c o •O 0 0 CI) • 0 v0 v c c m 0) •N 0 0 0 11 m u dr. by: HAMID t drawing no. W99-10 •• • • • ...• • • • • • • •• • • • 6063-T6 6063-T6 sheet 10 of 11 PERFORMANCE VALUES ALUM BUCK I ELATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS 111ND011 DIMS. ANCHORS ANCHORS T 17" 0.C. AT 10" 0.C. WINDOW DIMS. ANCHORS ANCHORS AT 17" 0.C. AT 10" 0.C. ANCHORS ANCHORS WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. WIDTH HEIGHT E (+) EXT (+) INT. INT. (-) WIDTH HEIGHT EXT. (+) EXT. (+) INT. (-) INT. (-) WIDTH EXT. (+) EXT. (+) HEIGHT INT. (-) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 24" 30" 36" 42" 48" 54" 57" 60' 63" 66" 69' 72" 75" 78" 81" 84" 87" 24' 30" 36" 42" 48" 54" 57" 60' 63" 66' 69" 72" 75" 78" 81" 84" 87' 24" 30" 36' 42" 48" 54' 57" 60" 63" 66' 69' 72" 75" 78" 81" 84" 87" NOTE; INTERPOLATION BETWEEN SIZES ALLOWED. 36" 42" 46" 159.0 195.0 145.4 •3.8 141.3 18 106.0 141.3 113.1 141.3 94.2 141.3 87.0 130.5 80.8 121.1 75.4 131.9 88.3 123.7 83.1 78.5 74.4 116.4 109.9 119.0 70.7 113.1 80.6 107.7 77.1 115.6 73.7 110.6 127.2 169,6 113.1 150.8 106.0 141.3 103.8 138.4 103.8 134.6 88.1 132.2 80.8 121.1 74.5 111.8 69.2 80.8 75.7 121.1 113.1 106.0 71.3 99.8 67.3 107.7 63.8 102.0 72.7 96.9 69.2 103.8 66.1 99.1 141.3 176.7 123.3 154.2 113.1 141.3 103.8 134.6 106.0 132.5 84 8 77.1 70.7 65.2 75.7 127 2 115.6 106.0 114.2 106.0 70.7 98.9 66.3 92.8 62.4 58.9 94.2 66.9 89.3 95.4 60.6 90.9 54' 60" 66" 24' 30" 36' 42' 48" 54' 57" 60" 63" 66" 69" 72" 75- 78" 81" 4' 8 24" 30' 36' 42' 48" 54' 57" 60" 63" 66" 69" 72" 75" 78' 81' 30' 36' 42' 48' 54" 57" 0" 63" 66" 69" 72' 75' 72" 78" 84" 24' 30" 36" 42" 8" 5 57" 60" 63" 66' 69" 72" 75" 78" 81" 84" 87" 24" 30" 36" 42' 48" 54" 57' 60" 63" 66" 69" 72' 75" 78' 81" 84" 87" 24" 30" 36" 42" 48" 5 57" 60' 63' 69" 72" 75" 78" 81' 84" 87" 121.1 181.7 104.4 156.6 94.2 141.3 88.1 84,8 83.8 75.4 68.5 62.8 132.2 127.2 125.6 113.1 102.8 109.9 5 101.5 67. 94.2 62.8 87.9 58.9 4.2 55.4 88. 62.8 83.8 59.5 89.3 56.5 84.8 106.0 159.0 90.5 135.7 80.8 121.1 74.5 111.8 70.7 106.0 68.5 102.8 68.0 102.0 67.8 101.8 61.7 101.8 67.8 98.9 65.2 91.3 60.6 84.8 56.5 90.5 53.0 84.8 59.9 79.8 56.5 84.8 53.6 80.3 117.8 164.9 99.8 1 88.3 123.7 80.8 113.1 106.0 71.4 100.0 67.8 61.5 70.1 98.9 98.3 98.1 64.2 59.3 55.1 89.9 83.0 88.1 51.4 82.2 57.8 77.1 54.4 81.6 51.4 77.1 106.0 89.3 78.5 148.4 125.0 109.9 71.3 66.3 62.8 61.6 60.6 99.8 92.8 87.9 86.2 84.8 59.8 59,3 59.0 58.9 54.4 83.8 83.0 82.6 82.4 82.4 50.5 80.8 56.5 75.4 53.0 79.5 49.9 74.8 96.4 154.2 80.8 129.2 70.7 113.1 8 102.0 58. 94.2 55.4 88.7 54.1 a6.6 53.0 52.1 83.4 51.4 82.2 9 81.4 50.5 80.8 50.3 50.2 50.2 106.0 80.4 80.3 74.5 159.0 24' 30" 36" 42" 48' 54" 57" 60' 63' 66" 24" 30" 36" 42" 48" 54" 57" 60' 24" 30" 36" 48" 54" 24" 30" 6" 4 48' 24' 30" 36" 42" 96" 108' 120' 132' 144" 90.9 151.4 75.4 125.6 65.2 58.1 53.0 49.2 108.7 96.9 88.3 81.9 47.6 46.3 45.1 44.1 92.8 76.6 66.0 58.5 53.0 48 .2 45.7 94.2 77.5 66.5 79.3 77.1 75.1 73.4 145.8 120.4 103 .9 83.3 76.8 74.1 71.8 141.3 116.3 99.8 58.7 88.1 53.0 79.5 48.6 95.4 72.9 137.8 78.3 113.1 66.9 96.7 58.9 85.1 53.0 86.7 76.6 144.5 71.0 .6 53. 118.3 101.0 88.6 88.5 132.7 77.1 69.2 63.6 115.6 103.8 95.4 59.5 89.3 57.9 86.9 56.5 84:8 55.4 83.1 54.4 81.6 53.6 80.4 53.0 79.5 52.5 78.8 24" 30" 36' 156" 88.3 72.2 61.4 141.3 5.5 98. PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. EXT. (+) EXT. (+) WIDTH HEIGHT INT. (-) INT. (-) 26' 146.8 195.0 37" 37" 124.5 166.1 53-1/8" 93.8 140.6 19-1 155.5 194.4 37" 102.7 128.4 53-1/8" 86.7 119.1 26-1/2" 92.6 162.1 53-1/8" 63.1 110.4 37" 74.0 118.4 #14 SMS AT 6'' FROM ENDS AT HEAD/SILL/JAMB 2 1/2" MIN. 1/4" DIA. KWIK-CON/ULTRACON 41-1/4" MIN. CONC. EMBED AT 6" FROM ENDS AND AT HEAD/SILL/JAMB 'TYPICAL INSTALLATIO DETAIL ON ALL FOUR SIDES/USING ALUMIN BUCK SYSTEM ALUMINUM BUCK FRAMING DETAIL USE LOWER APPLICABLE VALUES. CIVIL CAN. 38 2015 By Mi PRODUCT REVISED emptying with itio Florida Du '13 Code . Dutch:41c Ztriii ct ce o CD 0 co al In I 0 In Li ol m in CNC In NO CHANGE THIS Pi NO CHANGE THIS 0 NO CHANGE THIS S 03 0 ri 03 ai drawing no. GENERAL NOTES: - -1157. 4 lJ 1` A5 B,EE !DESIGNED AND TESTED TO GOW YWETH 121 Q�J REM 1 O t19 5. 11=> D.IT_IOh! FLORIDA,BUILIat C=C P +20. ! 4=:-INCLUDING] fl GFf VECOCITY-10R CANE-ZONE-(HVHZ)) 2I UC -5' RATED -FOR LARGE-M1551L>:JMF'ACT7OMALL_MIS51LE IMPACT) PACT 5HiJTTERS ARC NOT_REQUIREDD QOI25ARE-A-PPRQV.ED FOR., AIR. AND WATER_1NFILTRATI00 - ANCHORS SHALL BE AS LISTED, SPACED A5 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. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION AS APPLICABLE. - METAL STRUCTURES NOT BY CGI WINDOWS AND DOORS, INC. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING STRUCTURAL MEMBERS, TO BE REVIEWED BY BUILDING OFFICIAL. - THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. ULTIMATE LOAD OBTAINED FROM ASCE 7- 10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT.. NOTE: GLASS COMPLIES WITH ASTM E 1300-09 (3 SEC. GUSTS). ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING S.H. - SINGLE HUNG SECTION NUMBER A SHEET WHERE SECTION IS DRAWN TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING (TYpE (t703:?(AwlIETRACON_B,YFyn 1.55 QI I'NT 28Y _OD '3UCICS�OR V/QD STRUCTURES) II _I, 2� 1�iSl F IWION INTO WOOD1 TYPE 'B' (ittRUOOD BC.CKS INTO=GONG: CR.IviASONR` `I-11/4"MIN EPI3EDINTOO=C(OI CR TTEOR OLLC?Vt% TOC 41;8/4"MINEMBED INTO GROUPFILLED-5E0GHOTEOVV BLOC (T_tiRU WOOD BUGKS INTO CONC, OR MASONRY} ((:LEAD})) LPMCTLY-INTO-CONCREiI~ LI ! MINE„MPEDMEN 121RECTLY INTO CONCRET_E;wr -,174" MINTEME EDMENw `ISI LL)► # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMl-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURE. STEEL : 12 GA. MIN. (Fy = 3G KSI MIN.) ALUMINUM : 1/8" THK. MIN. (G063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OK PAINTED) INTO CONCRETE AND MASONRY = 2=1 /22" MIN) lNTO_W7QODiStRUC.TURE=1 IN IN1 META.1 STROCTURE4L (3/4 MI CONCRETE fc = 3000 P51 MIN. MASONRY: C-S0 HOLLOW/FLLED BLOCK f'm = 2000 PSI MIN. GROUT FILLED BLOCK f'm = 2000 PSI MIN. -SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION 5EAM5 AND PERIMETER GLAZING BEAD TO FRAME INSTALLATION FASTENERS SEALED WITH SILICON SEALANT. (JAMB 0%1 11 X C5R 2X`WOOBUCKS NOrBY-CGI WINDORS ANDDOORS -INC MU SUE ,S',ECURED�70 5U5TAl LCfAQT Il II:0-5ED_B_Y GLAZi1NG=SYSTI , A AND ToxS ER THEMT_4 THEE (0 (J-DI N..TRUcLURE • • • • • •• • • .••• • • ••.. . •• .• AppfO"ti as cotnplYi4V':~ Florida Building C1 1 • �� Date , NOA# Miami product Control By f 4- 0 V Z rn 1- O Q o� Z J re 5 ..�1.2 • a •Z.0 • OP 00 • • v• •.•• • • • • MIAMI—DADE COUNTY YIPtW. WANG;:P.E. FLORRIDA REGISTRATION FL #P5,983 .kt'L =28677 co 7100 am 6 LriL 0�0,0 MCY. Engineering®At g ••al• 0 0 (.1 U • ••en ?• 03•4. 0l• a•.i. 1-4 g'AO •.• • • •••• • COVER DATE 3-11-16 SCALE DRAWN - PROJECT NCY16-01L DRAWING N0. AD16-05 1 OF13 ••• .•• • •• • •• • •• • •• • • • • El it fl g9t11I 42" MAX. DOOR FRAME WIDTh 30 3/b' MAX. 5.11. WINDOW WIDTH U11 HINGE LOCATION TYP. L kj 1 /I I U J n: I N 24 3J4" / " D.L. jTYP. I— 1- / O 1 0 k N { 3.299" MIN. 1 ).L.O. / I • G" MAX. TYP. HEAD/SILL CORNERS N 15" MAX. 0.0 TYP. co N 0 l9� 42" MAX. DOOR FRAME WIDTH 303/8" MAX. 5.11. WINDOW WIDTH Ekt:g ae 0 0 2 to t a 0 co 24 3/4"/ D.L. 1TYP. U 0 o � J 0 0 N 3.2T Mtt�. •••�ei e of,••i•••••ie Arm ii•••ie••• • sis 0•.►•••❖4•••••.,0 e O• i i••••••„...., •�� •�i+, •• •••:44�•••,►i•O4e4 •• ��••• s•• tljif •,• • • •� •�••• ♦••, Ir G",ALUM:'CLAD *•0,��••i 0.444.44 PLYWOOD_ PANEL N�•l• 11121/0110 42" MAX. DOOR. FRAME WIDTh 1B D3 U ,D 0 0 • amMIIP Ij II / • , N m—a m o• / _1 / 28 5/ 1 G" MAX. • I I I / D.L.O. . _3.27" MIN. E � —I I I _ T cr} Z SINGLE OUTSWING DOOR W/ SINGLE HUNG WINDOW TYPICAL EXTERIOR ELEVATIONS r ALLOWABEff'' DESIGN LOAD- ..+ 90fP5.E - - - 'VI O PSF SEE SHEET 3 FOR GLA55 OPTIONS FOR DOOR AND SINGLE HUNG WINDOW 303/8" MAX. 5.11. WINDOW WIDTH Approved as complying with the Florida Bua diti Date 7 f NoA# j 6 os zg • n / Miami Dade Product C,ontroi H By 2 0 • • • • • •• • • • • • • • • • •• ••,• • • • •• •• • • • • • • • • • • • • • • •• • • MIAMI-DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION FL. #55983 .28677., z z 0 DESCRIPTION 00 N [V N o0 • W • • Z. •0 ••• • • ▪ Mk •• • • — z 0 J N w w o` >- 0 0 m- � Z m yy - — w H Z Z w In w uJ w • • • Ll ^w c to 40 — 1▪ co o_- o E e c =� c R S ao ou -=1 1 147 � O O p c • ; .. o 0 d • 0 N 8) • (fa • gi m • • m• � • w• rn .• o¢ MCY.Engineering®Att. net • o, U • 1 •It1 W IN •�1 • •••� • El DATE • 3-11-16 SCALE 1:16 DRAWN Li PROJECTI IICY16—011 DRAWING NO. AD16-05 2 OF 13 •• • • •• • •• • •• • • •• • •• • GE 1200 OR DC 995 OR DC 899 SETTING BLOCK —.090" SENTRYGLAS INTERLAY BY KURARAY AMERICA, INC.t I/8" H.S. GLASS— — .090" BUTACITE PVB INTERLAYER BY KURARAY AMERICA, INC. —1/4" H.S. GLASS GLA55 TYPE AB 7/ 1 6" OVERALL THICKNESS 1/8" 11.5.— 3/8" A.5. I /8" TEMP.— IA GLASS TYPE A I 1" OVERALL THICKNESS 1/4° H.5. cz 0 1/8" H.S.— O to — .075" SAFLEX CP BY EASTMAN CHEMICAL CO. —1/4" H.5. GE 1 200 OR DC 995 OR DC 899 ▪ SETTING BLOCK GLASS TYPE ACP 7/1 6" OVERALL THICKNESS . .090".:ALOM'. St1EET. CARDINAL XL EDGE SPA ER OR QUANTAX DURASEAL SPACER GE 1200 OK DC 995 OR DC 899 l / SETTING BLOCK :. 0 1/4" PLYWOOD .O901,ALUM. SHEET. GE 1200.QR DC.995* OR DC 899 ALUM; CLAD PLYWOOD 7T G" OVERALL TtitCKNE55 a r _ 5tIIING BLO DOOR PANEL GLAZING DETAILS $ OPTIONS NOTE: GLASS COMPLIES WITH ASTM E 1300-09 (3 SEC. GUSTS). I/8" H.5. SENTRYGIAS'INTERA K BY KURARAY AMERICA, INC. GE 1200 OR DC 995 OK DC 899 ^J1 SETTING BLOCK GLASS TYPE E55 5/ 1 G"OVERALL THICKNESS .090" ALUM. SHEET.] 3/4" PLYWOOD ALUM. CLAD PLYWOOD 1" OVERALL THICKNESS .090" ALUM. SHEET GE 1 200 OR DC 995 OR DC 899 SETTING BLOCK 1/4" A.5.- 1/8" H.S. OR 1/8" TEMP.' 0 I/8" H.S.— GLASS TYPE 66 5/1 6" OVERALL THICKNESS 1/8" H.S.— — .075" SAFLEX CP BY EASTMAN CHEMICAL CO. — .090" BUTACITE PVB INTERLAYER BY KURARAY AMERICA, INC. — 1/8" H.5. GE 1 200 OR DC 995 OR DC 899 SETTING BLOCK /' • • • • • /- •• • Approved as complyisie Widilbe Florida Building • • • • Date '7)a C, m NOA# t• 1 Miami e — 1/8" 11.5. 1 QUANTAX DURASEAL SPACER OR CARDINAL XL EDGE SPACER GE 1200 OR DC 995 OR DC 899 SETTING BLOCK -� GLASS TYPE 6I 0.7" OVERALL THICKNESS SINGLE HUNG WINDOW GLAZING DETAILS OPTIONS NOTE: GLASS COMPLIES MTh ASTM E 1300-09 (3 SEC. GUSTS). 4••• • • • • • • • • • • • •• • ` NOTE: EXTERIOR PLY OF INSULATED GLASS TYPE MUST BE TEMPERED WHEN USED AT SMALL MISSILE IMPACT AREA, 30 ET, ABOVE GRADE. z 0 in DESCRIPTION 0 V Z IA II1 H 0 Q aF= Z • • 0 .T1•U • •. • • • v• •••''• • • • co d aD MCY. Engineeri ••i••• 0 0 • � U • • • D.I •• 0 • 0 •• ••• •,• • • • •• MIAMI-DADE COUNTY PIPING WANG, P.E. FLORIDA REGISTRATION FC... #55983.. G 3sN: 28677 2 z it w -_- w� wN r } J_ o O <0 93 Z Zl IO z w <n co w tr w • • • G1 DATE SCALE DRAWN PROTECT 3-11-16 1,1 11CY16-011 ... DRAWING NO. AD16-05 3 OF 13 • JUL L i i1�IT ali:61 -- ��� 11-10I31-4 MOCNIM "I -I G 0 oCZ N 0_ � h V < to w z 00 Cco in 3 � z O� zcz uo z Q> 2 w 0 0• 'd.11 'WI23d 1H aNO011IG 0002 sOs dn?JdlI6 •0 O I?J31X3 0 tU 0 w V O w 0 0 ' 62gM NI N `i w w CZ 0 V 'JAW 'IN1121ad 1V 3NOOnls 0002 SOS 3n21dlls 1Ia913u l3Ndd COOMIId CV-10 "wniv 11-1913N 31NHSdd "a10043 ® 8 0e C VN cl7/ I 0 , ii 0 Vw Q V w 639W3 1 Uw) lllltilllll :?illlli 11-10Q-1 MOONIM N'G 21012131Xa luJlau ]1AlV2J O0C .X W EDGE DISTANCE •..• . . . • • • • • o z z DESCRIPTION r` co r. o0 Li Ni— Z i.,- u-s co F co co 00 ZF- ae w� illCs) Z°o U N 0 0 Z Z v7 N ai W ,co d . :� cv -. a. • [n . ..••. • o oma. m_ MCY. Engineering®Att. net ineering. com •.. U.• 111 • .• .••. • •• •• ••.• 'Approved as cwnplyioa ih the �• • • Honda . . z Date •I j.•• r�oa - a • te2 • 3 MimiDade Productlbntfti • By (‘t^ W co m r Or 0 -40 mco wE- Z Z 0 w U) w w w MIAMI-DADE COUNTY FLORIDA ' R EGI.STRA1 LON F1:,#5983 - C.A.N. 28677 •• • • .• • • • . . . .••.. D1 DATE /SCALE 3-11-16 1: 2 DRAWN I - I PROJECT; MCY16-011 DRAWING NO. AD16-05 4 OF 13 it a h'g 'f1SR L .1).1 •IAINOd IV 3N0311IG 000 SDG r-oG /0. lir wilawMA k,I 0 410 0 0 0 -01C1 11-1911-1 MOGNIM '1-1•G IV 3Noontg 000z GOG 0 0 '1011DIXD uJ 13 z (r) 0 (-3 L < U a_ CD Z 0 t1.1 LU In 'Cgc1V\11 •NliAl 'XVIN ni7/ I 070 0 11-19131-1 3kW 2W 210042 e e 0 0 0 cLki'VNI2gd 1.V 3N03111G 000z GDG Jn-ips 'INM3.1 IV gN03111G 0002G3G Jnnis .0.1.0 11-151g1-1 MOGNIAA 'P'S '0'1'0 >NV NI szt C139Wg lir I 'JP= EDGE DISTANCE 11_11.E7 ill \IL - 2101211LX-g 11-1901-1 121A -d00(1 XVN 13 Wlfl 0 u 2 a 5 -J 0_1 0-1 • • • • . . cn z 0 DESCRIPTION • 3) MCY. Engineering®A ••••••• ••••• :1;,,ioridapppaved as ozb4ip4Y.iletivh • 2 r=4" •• • • ••• • :11 di • I . •••I Datc • •191••• NIN4Dadit Product Oxii: "ot • zct: : /4 ww • CM a a Mb Ryi (CI C 16 >- 0 0 0 Ct rn<c-J 00 it E CZ fi) L8 = • C" MIAMI-DADE COUNTY , . • FLORIDA REQISTRATIoN C.A.N. 28677 • . ,-- a .1 f= 0 CZ ; Z '- cr) co u, E Li, co D2 DATE 3-11-16 SCA LE 1: 2 DRAWN - liCY16- 011 ::DRAWING NO. AD16—O5 5 OF 13 • • • • • • . • • • • • • •• • • • . • • • Ain as 7nis —*— I11-191311 MOCINIM •14:S 2IOI`dd1X3 •o -1•a 00— O IY cw U L w U wz p Q w U t 11-1512I 3Wb"dd 21000 •X`dw du WI?J3d 1`d 3N0911IS 000Z SSS ArrewjIS 'XVW ,,ir/I NIW "oai.a w LI- O d.11 W!?33d id 3N0 I1IS 000z GS JCN=IlIS ' 012131X] 11-191a14 3W'dd3 21000 'XHW 1N913N MOGNIM u•S EDGE DISTANCE z 0 w DESC RIPTION 0 a z 72,0 oto .4 crS U CVN Z 1- En oC) Q d: c Z 1- ire N W W Z a Z 0 0 u Z Q rn W Ili >co a) 1 } 1 �6 G . : :I 4". c.: c :Mg : , _ ,c13. - 'C • CD 3 . . -< co : . • Approved us complyi►1g 4111 U. • Florida Date a e.Z / • • NOA#L.4.-6 4:3;/ • Miami Dade Product Qwi toi By 4 ti MIAMI-DADE COUNTY YIPING WANG, P.E... FLORIDA REGISTRAT.JON FL455983. .' C.A:N. 28677 • .. • • • • ... • • • 4 a w m � r-J oC‘ -O <0 0 u� Z IL I- Z ZO w co 0) w w MCY. Engineering®At .•• • . • • • • • •• • • • . . 1•• • 1 • • D3 DATE SCALE 3-11-16 1:2 DRAWN - :PROJECT 1JCYI8-011 DRAWING N0. • •-•AD16-05 6 OF 13 • 1111 tt5 961R // TYPICA- A CHO SEE ELEV. FOR 'ACI G MIN. EMBED 1 /4" MAX. PROPERLY SECURED I BY OR 25Y WOOD BUCKS TYPICAL ANCh0k5 5EE ELEV. FOR SPACING —� o G� .___,. j MIN. EMBED. SILPRUF SCS 2000 SILICONE AT PERIM. TYP. • 3 0 • 4i • 0 • EXTERIOR D.L.O. 5.11. WINDOW FRAME WIDTH +-- 1 /4" MAX. DOOR FRAME WIDTH EXTERIOR D.L.O. SILPRUF SC5 2000 SILICONE AT PERIM. TYP. �r HORIZONTAL SECTION S.H. WINDOW FRAME WIDTH DOOR FRAME WIDTH 2 HORIZONTAL D4 SECTION SILPRUF SCS 2000 SILICONE AT PERIM. TYP. • SILPRUF SCS 2000 SILICONE AT PERIM. TYP. 1 /4" MAX. I I • s PICAL ANCHORS i SEE EIsEV. FOR SPACING I LEI= sD if l idita MIN. EMBED I /4" MAX/ Approved as pxnplyin8 with the FlociBrtLimit NOttiri . ., Mai D FTudU I • /64- • • • • • • • • • • • ••• •• MIAMI DADE ;QI4141;1". APPROVED M.LLION,• SEE SEPARAT! NOA • FOR CAPACIT' AMP'. ANCHOR DETAIt9 • (SEE SHEET 1 FOR SPECS) TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY 0 DESCRIPTION a YIPING.' WANG,P.E. FLORIDA REGfSTRAT10N CFL' #55983 C.A.N. 28677 MCY. Engineering®Att. net 0 U tab 6 6) 0 r• • • • • .• 1 !•• N W U) W >— Ow 000 m 1 0 �z ca § w 1-- Z z0 w wCO w •• •4 • • • •. • •• • cs�a = • • • • ti ee L W •g_Eo *Ea N W RC a = o" tC 3 we i a Y'f Q N ID 3i� zo .� CD ear -p- •.•• � • • • • • • • • • • • .•• . • .•• .••• •• .••• • • D4 DATE 3-11-16 SCALE DRAWN PROJECT 1:2 MCY16-011 DRAWING NO. AD16-05 7 OF13 • • • • r ')niC TYPICAL ANCHORS SEE ELEV. FOR SPACING -.— I/4" MAX. \ J F....;i4ll anon 6J Z N W Z O 0 1n Ln • W 0 CD O \ J LU 0 c O w LL 1 Q o 0J D_0Zw i2,‹ 0 LC) PROPERLY SECURED BYOR25Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE • �Ilri% 5ILPRUF SCS 2000 SILICONE AT PERIM. TYP. al R 1v�2` 5ILPRUF 5C5 2000 SILICONE AT PERIM. TYP. .) or lir 0 • 0 • S.H. WINDOW FRAME WIDTH DOOR FRAME WIDTH 1 HORIZONTAL 5ILPRUF SCS 2000 SILICONE AT PERIM. TYP. S.H. WINDOW FRAME WIDTH HORIZONTAL SECTION 5ILPRUF SCS 2000 SILICONE AT PERIM. TYP. TYPICAL ANCHORS EE ELEV. FOR SPACING EDGE DISTANCE Approved es complying with the Floridalileilldiedi Code Date 7/2-Orifs •d / NOAH Miami Dade Product rsteol �sL it1Jf Qy •• DATE ; DESCRIPTION 0 z • • • • • • • • • • I /4" MIAMI DADE COUtijl• „ • MAX. /APPROVED MULLION: SEE SEPARATE NQA . • FOR CAPACITY ANb • ANCHOR DETAILS: . •. (SEE SPECS ON SH€FeT 1 ; TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY `.. FLORIDA'REOISTRATIO N FL 1#55883 G4N:''2867T • MCY. Engineering©Att. net MI • • • • • •• .•.. • ••.• •• CS N N N • a< J •• - 90• •`� u• W A 't3 a GDP = I' z" 0o CO* ae r▪ im 9 0 Z -C3 N •s _co = p Z_ge• F- O V O W V ^ ~ In 0? W W •• .• D5 DATE SCALE 3-11-16 1:2 DRAWN PROTECT MCY16-01L DRAWING N0. AD16-05 8 OF 13 • • • • � . • • • • • •••• • •• • •. 1 • • • • • • • • • • • • I /4" MAX. TYPICAL SEE ANCHORS ELEV. FOR SPACING TYPICAL ANCHOR SEE ELEV FO SPACIN IN BED. 0 r ALUM. CLAP PLYWOOD PANEL WIDTH PROP RLY 5ECURED 2 BY WOOD BUCK, TYP. OR WOOD STRUC _ RE MIN. EMBED. 1 /4" M TYPICAL ANCHORS SEE ELEV. FOR SPACING i EXTERIOR DOOR FRAME WIDTH I /4" MAX. YP€CAL ANCHORS SEE ELEV. `FOR SPACING 1/4" 5.H. WINDOW D.L.O. EXTERIOR DOOR FRAME WIDTH S.H. WINDOW D.L.O. EXTERIOR DOOR FRAME WIDTH 3B D6 HORIZONTAL SECTION ® et 0 l o I� EMBED. ® o • aa•A ` © a MIN. SECTION EMBEDS DLU UJ 6} >- LD wz 0n z Ov OLn OO PROPERLY SECURED 1BYOR, 25Y WOOD BUCKS TYPICAL ANCHOR SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE,ELEV. FOR SPACING Hi o w cZ Op Z CD 000 I /4" MAX. • • • • • •• • • • • • • •• • z 0 wi Al z1 MIAMI—DADE COUNTY 1ippmved as connplyitl5 with the �jli'If�-Sii3lldll� Dane. !�4 Miami Dade Product s By lc4-7 164 YIPING WANG; .P,E. FLORIDA REGISTRATION FL. #55983 C.A.N. 2867,7 • •••• • .•• MCY. Engineering®Att. net 0 0 U te a1 O• II••• • • • • • • • •• • • • •.•• • C pw N flp -a It rill . A • I w^• O eo w g •E3 m w Ill CO 'O ! w a3 O •o W Z" Oa V) 0Q O in =n 0 pjEwN :weal' --I CO LU1- i Z y_ O (� e it w LI - r 1n CO LIJ w D6 DATE 3-11-16 scALE 1.2 DRAWN - PROJECT: MCY16-011 DRAWING NO. AD16-05 9 OF 13 •• • • • • • • 11 II (1`5 ?nia J TOP HEX z 0 w -, 7 (LENGTH=34") �I 1 • 1NJI2N l3NVd UNLOCKED POSITION L�J LOCKED POSITION -J Q 7 z U • • • • • U • 0 •••• I- • • z •••• 1••• •• 111 �• • • _• • >•-- • • >^-/- • • • oz • • • U.J E2 Q. 0 oL 0 MIAM1—DADE COUNTY z 0 C DATE I DESCRIPTION Approved as complying with dic a� 7/'ZO NOA# -031.-1•d/ Mimui Ptak Fivrktrtibmnl By /cL- 7 J114/41-` YIP ING<WANG,: R:7E. FLORkDA REGISTRATION •CFL#55983 C.A.N. 28677 co 7-1cc) o(0 oi NN ? N o0 co m U' Q a Z W W Z U V Z U Z cl iig5JJ 4 '� a •••• oQ • 0� • • • • •.• 2 z i• • • LIJ W L L I lY m � >- J_ z z UO Z 1Li.i H Z z0 u1 1n CO 11J 10 W MCY.Engineering@Att.net • D7 DATE 3-11-16 SCALE I 1:2 DRAWN PROJECTMCY16-011 DRAWING NO. AD16-05 10 OF13 •.•• •• • • •••• • ••• •• • • • • • .•. • •.• • • J BILL OF MATERIALS ITEM PART No. QUANTITY DESCRIPTION MATERIAL SUPPLIER E I CGI-500A 1 DOOR PANEL TOP RAIL 6063-TG KEYMARK E2 CGI-501 1 DOOR PANEL BOTTOM RAIL 6063-TG KEYMARK E3 CGI-502 2 DOOR PANEL VERTICAL STILE G063-T6 KEYMARK E4 CGL505 I ASTRAGAL 6063-T5 KEYMARK E5 CGI-506 6 SHEAR BLOCK 6063-T6 KEYMARK E6 CGI-507 2 DOOR FRAME HEAD / SILL 6063-T6 KEYMARK E7 CGI-508 2 DOOR FRAME HEAD / SILL SCREW CAP 60G3-T5 KEYMARK E8 CGI-509 2 DOOR FRAME JAMB GOG3-TG KEYMARK E9 CGI-5 1 I 2 JAMB SCREW COVER COG3-T5 KEYMARK EIO CGI-514 I TRUE MUNTIN (4-5/8") 6063-T5 KEYMARK E I 1 CGI-5 15 AS REQD. GLAZING ADAPTOR (INSUL.-LAM. GLASS) 6063-T6 KEYMARK E 12 CGI-5 19 A5 REQD. GLAZING ADAPTOR (7/ 16" LAM. / SOLID PANEL) 6063-T6 KEYMARK E13 CGI-396 AS REQD. GLAZING BEAD (7/16" LAM. / INSUL.-LAM. GLASS) 6063-T5 KEYMARK E 14 CGI- 106 1 4/DOOR WINDOW FILLER 6063-T6 KEYMARK EIS CGI- 103 I WINDOW FIXED MEETING RAIL 6063-T6 KEYMARK E 1 G CGI- 104 1 WINDOW LOCK RAIL 6063-TG KEYMARK E 17 CGI- 105 1 WINDOW HANDLE RAIL 6063-T6 KEYMARK E 18 CGI-106 2 WINDOW SASH RAIL 6OG3-TG KEYMARK E 19 CGI-107 AS REQD. GLAZING BEAD (5/ 1G" LAM. GLASS) 6063-T5 KEYMARK E20 CGI- 108 AS REQD. GLAZING BEAD (3/4" INSUL.-LAM. GLASS) 6063-75 KEYMARK E21 CGI-135 I WINDOW FRAME HEAD 6063-T6 KEYMARK E22 CGI- 136 2 WINDOW FRAME JAMS 6063-T6 KEYMARK E23 CGI- 137 1 WINDOW FRAME SILL 6063-T6 KEYMARK M I 352V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC MELTPOINT M2 BL- 110-2340 n 2/WINDOW BLOCK $ TACKLE BALANCE - B51 M3 W23201 A5 REQD. . 187" x 200" ULTRA -FIN WEATHERSTRIP - ULTRAFAB M4 W3332 I A5 REQD. . 187" x 320" ULTRA -MN WEATHERSTRIP - ULTRAFAB M5 HD-1 3 I -R/L 1 /EACH HANDLE RAIL END CAP (R) RIGHT AND (L) LEFT NYLON M$M PLASTICS MG E2G0I8WN I/WINDOW BULB WEATHERSTRIP, AT WINDOW SILL PVC ULTRAFAB M7 HD -CAM LOCK I/WINDOW WINDOW CAM LOCK ZINC TRUTH M8 HD-1 32 2/SASH SASH STOP. 2" LONG PVC PROTOTYPE M9 HD-1 25 2/SASH SASH CAM PVC M*M PLASTICS M I O HD-1 21 2/WINDOW SASH TAKE OUT CLIP - BSI M I 1 HD-1 46-6 2/WINDOW WINDOW WEEP COVER PVC AMESBURY M 12 HD-134 I/WINDOW SILL SPACER PVC PROTOTYPE M 13 HD- 12- 10106 A5 REQD. GLAZING GASKET (INSUL.-LAM.) PVC MELTPOINT M 14 HD-537 1 LATCH LOCK STRIKE PLATE S.STEEL BALDWIN M 1 5 HD-538 1 DEADBOLT STRIKE PLATE S.STEEL BALDWIN MI e HD-53GN 1 LATCH LOCK STRIKE PLATE SHIM NYLON - M 17 HD-390P 1/EACH LATCH LOCK STRIKE $ DEADBOLT PLATE SPACER NYLON - M I8 HD -STRIKE BOX I/EACH LATCH LOCK STRIKE * DEADBOLT DUST BOX NYLON - M 1 9 11D-525-9-REV 1 BOLT LOCK ASSEMBLY S.5TEEL CGI M20 HD-5455.05G 1 WAVE SATIN NICKEL STRIKE LEVER - BALDWIN M2 I HD-823 1 .05G 1 TRADITIONAL SATIN NICKEL DEADBOLT - BALDWIN M22 HD-34-101 16 1 WAVERLIE SATIN STRIKE LEVER - COPPER CREEK M23 HD-DB24 1055 1 SATIN STAINLESS DEADBOLT - COPPER CREEK M24 HD-CH-108-W 4/LEAF 4-1/ 12" x 4" x 0. 140" THK. HINGE ALUMINUM SULLIVAN M25 HD-AB800-US 4/LEAF 4- I / 12" x 4" x 0. 140" THK. HINGE S.STEEL HAGER M26 - I/LEAF THREE POINT LOCK MECHANISM ASSEMBLY - CGI M27 HD -SHEAR PLATE 4/LEAF SHEAR PLATE FOR 03/8' THREADED ROD 6063-T6 EASTERN METAL M28 HD-03/8" ROD 2/LEAF 03/8"-1 6 FULLY THREADED ROD (ZINC PLATED) STEEL - M30 32084 AS REQD FOAM-TiTE CLOSED CELL COMPRESSION SEAL - AMESBURY BILL OP MATERIALS ITEM PART No. QUANTITY DESCRIPTION MATERIAL SUPPLIER M3 1 RE4 I AS REQ.D 1/2 x 1/2" SELF ADHESIVE CLOSED CELL FOAM SEAL EPDM FRANK LOWE 51 - 2 OR 3/CORNER # I 0 x I -1/4" PHP. PH. 5M5. WINDOW ASSY. S. STEEL - 52 - 2/LOCK #6 x 1/2" PHP. EH. 5M5. SWEEP LOCK ASSY. S. STEEL - 53 - AS READ. # I 0 x I " PHP. FH. SMS. WINDOW TO DOOR ATTACH. 5. STEEL - 54 - I /EACH # 0 x 3/4" PHP. PH. SMS. TEK SHEAR BLOCK ASSY. S. STEEL - 55 - 8/HINGE #I 2-24 x 1/2" PHP. FH. UC. TF. HINGE ASSY. 5. STEEL - S6 - 3/CORNER # 12 x I -1/4" HH. SMS. DOOR FRAME ASSY. 5. STEEL - 57 - 5/LEAF #6 x 1/2" PHF. TH. 5M5. ASTRAGAL ASSY. 5: STEEL - 58 - 1/BOLT LOCK # 1 O x 3/4" PHP. PH. SMS. BOLT LOCK ASSY. 5. STEEL - N 1 - 4/LEAF 03/8"- 16 SERRATED -FLANGE LOCKNUT (ZINC PLATED) STEEL - WEEP HOLES a) WINDOW WI : 1/4 x 1-1 /4" LONG WEEP SLOT, 6" FROM EACH END W2: 1/2" LONG NOTCH: EACH END z 0 z 0 U w ca 0 z r-m 0 0 0 V CC1 N N Z F o0 � 7 Q ate: Z 1- W N W 0Lo Z U �Ij N `r Z Zv Z i w oi • • • • • k .6 -( 1. :. 612! • • •••• - • o¢ • : • • • •• •• Approved as aomPienewit ti:e Florida Heg� • Date NOA# Miami Dade By /S4•1-7t • MIAMI-DADE COUNTY PIPING. WANG;1 ;P:E. FLORIDA REGISTRATION FL #55983 ' `-C.A.N. 28677 • • • • • • 2 i.• w•• w-_, w� w(13 >- -J O 0 m 0 (9 Z wF z0 w 0) 0) w uJ w MCY. Engineering®A ineering. com U ▪ • .• . •� • • • • • •• • v n 01 C a' N • W foe ••� •i i• ,LJ m• • MO 2 o VIM a e• . • a BOM DATE 3-11-16 SCALE - • DRAWN i - ,PROJECT MCY16-011 DRAWING NO. AD16-05 11 OF 13 • • • • • • • • • • • • • • • • • • • • • •• • •• .•• •• • • • • • • • • • nn nr'snit •st co Ha— .I35" 4.8 12" TOP RAIL VERTICAL STILE .327" r 1 .250" 1 .075 CV .062" — -11- -- ASTRAGAL DOOR PANEL COMPONENTS .120" F. 1 2 5" 1 FRAME JAMB 062" 7.3 12" BOTTOM RAIL I .879" JAMB SCREW COVER .183" .198" . 178" 1 .030" SHEAR BLOCK c\J .080" co .7441- 0— GLAZING ADAPTOR (INSUL.-LAM. GLASS) FRAME HEAD / SILL .075" I --,••-1 I .063" 1-••--- HEAD / SILL SCREW CAP —1.1.672"1-0— I f-�I Fes— .090" eP .744"1--•— GLAZING ADAPTOR (LAM. GLASS) 617" GLAZING BEAD PANEL CORNER DETAIL DOOR CORNER CONSTRUCTION FRAME SILL CORNER • • • • • •• • • • • • • • MIAMI—DADE COUNTY .1,0114'V Ci :is CUi lliN)'iitY., With iilc 1 1nrida l3u' cling Ws Ilan;Z$ / b NOA# / —o • o f Miami Dade , • , By /S4•-�i YIPING FLORIDA •f3ECI$TRATION F1'#58983` 28677 z -01 5 rx DESCRIPTION w 0 z o OD oCD V C 1 Z Lri ui 0 co co 0 Q aw J 7 W Z Z0 o U C ca0 Z Z W ;w r, per •'V: • • •• • • • • • • • • • W • w t• mg C i J CC 0 IXCI)CI)00 <0 0 m0 = wF Z z0 CI w C.� CO CO w w 1�w MCY. Engineering@Att. net •4 •. • •• Cm/ N • = Cb M ID • • _� Cno 0Y it I• in _W M � K A ae •gym PI • • eM O Z. PARTS DATE 3-11-16 SCAIE . 1: 2 -DRAWN - PR6,LECT 1 MCY16-011 DRAXING NO. (. ,AD16-05 12 OF 13 • • • • •• • • • • • • • • • •• ••• • • • • • • • • • • • • • nu 9fng SINGLE HUNG WINDOW COMPONENTS ® z o 5 a NO.DATE DESCRIPTION 490" CLOSED POSITION 011IMP=IIP=M11 330A � � .050" TYP. •� 230" • .080"=�=ter WINDOW J. FILLER GLAZING LA (LAM. .864" BEAD GLASS) r-{ r-i I �L 140 500" '+OPVIEW %' 1 1.007" l20" II 1 ; rl a �; IV �' :µ Ls- co co N = j N .065" } � .050 TYP. FRAME TOP 14 CORNER I� I ail 0 pjHIfl VENT TOP CORNER ' 0 �.. • "•• • • **SAC' ENGINEERING, INC. • • • £LAZING CONSULTANTS • • •• 8501 SW 1g'4Ave.Ste.205A P: 305.271.0 MIAMI, FL. 33183 F: 305.279.6 flow.tICYqigineering.com MCY.Engineeri II-. TYP. I � `�J f co ri: , m N I I -� GLAZING a) (INSUL. I .864" BEAD LAM. GLASS) kw -- N o it ��, t `A� I lJ Ii .375" �i �- ® -') MEETING 1 .220" RAIL f A 1 w I T l�J I l�J • . 5 00" . 1 .000" t in 06 . TYP e4 1/2"X4"XO.I40"THK. 4.000" ALUMINUM •.- HINGE I .220" } E°2 flz) 1 T ® FLANGE FRAME HEAD h: p 1 11 I� .III.015" III0 VENT BOTTOM • ,• • .Gi . •065" • • • • • •• • • • •i CORNER BALCONY BREEZE 01:41NUM : • • '3 DOOR {LMI / SMI1 • • • • • • dows and Dobrs•Inc. • •� 25t6 Street, Mlaml, FL 33172 3.6590 ( Fax: 301483.1592 • • • ' • • • } TYP ° . 500" ►- 1.301" ro- CLOSED POSITION Orill=111FM: .330" • LOCK RAIL ............0 .,_, , , -t— N in 500" TOP VIEW ,_ 140" 2. 195" - �.745" -f 1 MIAMI-DADE COUNTY Approved as complying oath z.. Florida Building Code Date Lilly 20/f; tt IES SENTINEL 165 OUTSWIN _ i it e � -� C�� `; `'J Co 0 - a) - } e - 2.846" FLANGE FRAME JAMB ! _ (^ll I [ rl 1--.1- �' .583" �L �\�11 :�J Nomt (1-6 b in cv °o in ® 1 .015" HANDLE RAIL 065" TYP. � Miami Dade fl1r Control $y�SC� / t%i�aM.J� 4141 r1 I ✓ ( / n N `J l�J 1 I.395" —1 .745" +-- --*-- Cr) A in m ,�� ® 375^ -�{ YIPING WAN'; P.E PARTS i �/►1 �, } RSV I L�J J / 1 FLORIRA; REGIFI?A710N ": FL #5598� DATE 3-11-16 A;M 28677 SCALE 1: z 50o I -►� I .000" 1..._ -� o 065" o 0 o �� o FRAME BOTTOM CORNER -DRAWN .;.,',::. • PROJECT MCY16-0J1 4.000"... �4 1/2" X 4" X 0. 1 40" THK. HINGE S. STEEL SINGLE HUNG WINDOW CORNER CONSTRUCTION '� .,/ l DRAWING PRAYING NO. i f -- f 411) SASH RAIL I ® 2.505" FLANGE FRAME SILL 13 OF 13 • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • 2016 Y D CAL EL - VAT 0\S X 0 1- 0 LLJ Z J 1.L 6 7/8" 38-9/16" FRAME WIDTH 6 7/8" D.L. OPG WIDTH H;0') OUT Wit G NOM. PANEL HEIGHT J 0 3 OUTSWING / / / / / /' // // ACTIVE \ PANEL WIDTH X s- 3 NOTE; EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FRAME HT. eS J OUTSWING 6 7/8" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR SADDLE SILL SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDELITES 74-1/2" FRAME WIDTH 11 1/4" H-Q' DPG. - D.L. OPG. 1-D,L. WIDTH WIDTH \ \\ . // // \ \ / A 1 \\ / /,/ /// / / / // / 1 I I I \ \ \ \ \ \ \ \ \ \ \ \ I I I I II 1 0, / / K) / / / / / / / / / / 1 / INACTIVE ACTIVE N. 149" 00 6 7/8" TESTED FRAME WIDTH �0 3 TESTED FRAME HEIGHT \ \ // //\ N. N. \ 1I�/I1\, • /1 / 1 I D.L. OP / /// / // /. I 1 WIDTH /. //6 1 / J o /. // / j/ \\\ / \ \ \ \ \ \ \ \ \\ 11 / // / / / / / / / / / ACTIVE —v\ N. ;/ INACTIVE MAX. FRAME WIDTH MAX. FRAME AREA LIMITED PER FBC 2014 MULTIPLE SIDELITES W/ DOORS WITHIN TESTED FRAME AREA ARE AVAILABLE (SEE SHEET 6) 125 SQ. FT. TESTED FRAME AREA S-0 3 OXXO S-0 3 1 0 a 0 c X Q n N 0 w L S z LLJ J LL HINGES E SHEET 1.1 113-1/16" FRAME WIDTH / / i /. // / / / / / // / /• \ // \\ '/ \ \ \ \ \ // / / \ \ \ y, 1 1 // '/ // '/ /. // // / ACTIVE \`l i OXO FRAME WIDTH <X) FRAME WIDTH <XX) DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 26-9/16" 50-1/2" 23-3/4" 12-3/4' 32-9/16" 62-1/2" 29-3/4" 18-3/4" 38-9/16" 74-1/2" 35-3/4' 24-3/4" 44-9/16" 86-1/2" 41-3/4" 30-3/4" FRAME HEIGHT DOOR/SIDELITE PANEL xf HEIGHT D.L. OPG. HEIGHT 82-3/4" 80-7/8" 67-3/8" 84-3/4" 82-7/8" 69-3/8" 90-3/4" 88-7/8" 75-3/8" 96-3/4" 94-7/8' 81-3/8" 102-3/4" 100-7/e' 87-3/8" 108-3/4" 106-7/8" 93-3/8" 114-3/4" 112-7/8" 99-3/8" 120-3/4" 118-7/8" 105-3/8' HEIGHTS FOR STD. THRESHOLD DWG. NO.: W98-01 revisions: K 1002.14 L 04.10.15 M 05.13.15 N 03.21.16 N0 CHANGE 1HiS SHEET N0 CHANGE 1NI5 SHEET REV. PER RER COMMENTS NOTE ADDED S-0 3 S-0 3 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) FRAME HEIGHT = PANEL HEIGHT + 1-+0'45TD. THRESHOLD) FRAME HEIGHT = PANEL. HE10FL + 1-S/8" (ADA THI.&Snic&'u0l FRAME WIDTH = PANEL WIIJ[H 1- 2.81p'• • • . '. • • POauGcVEVISE12• • • • t3 c.4!arilsin tvI*h tht.-71846e Wading Code • • ': ieS!! 'Elste_iuofe•ril • Mt a th,ile. roil act Eeettei• . . • • • •• • ••• • • • • • tTHIS_P_RODUCT HAS BEE DESIGNED AND TASTED O e0M1LY WITH,JHE1 REo(JIREMENTS OF TH_E 20 4,, (5yN EDITION) FL'oRi[iA 8111LDING:CQDE+ INGL ULiIN.G RlGH vELCi ki'.:HURRICAN 2.0 (FLVHZ)4. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD FROM SHEET 6 AND LOCK OPTIONS FROM SHEET 1.1. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS ON SHEETS 1.1, 5 & 6. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5. 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, PANEL PERFORMANCE CHART, MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Windows and Doors. Inc. 10100 northwest 25 street miomi, florid° 33172 product : Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 T CAL F = VAT 0\S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) ¢) l FRAME WIDTH TRUE HORIZONTAL MUNTIN (-1 OR MORE (R DOOR OR S#OELLTE, PANEL) :LOCK OPTIONS ANII®-.CAPACITY; 404 r 10AA 1OB 10C & IOCC 10D Sc 10E 10 F FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84_3/4" '90_01 90 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 t1QA fc.PeUR G EEIZ#�Wf, iGGI 3 FOINT 10AA BALDWIN W/ CGI 3 POINT 1 GB : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 1OCC : COPPER CREEK SINGLE POINT LOCK 10D : DOR-O-MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 IOF : SURFACE MOUNTED LOCK z 74-1/2"- MAX. FRAME WIDTH N I_ o CGt 3 POINT i 2 m z LOCK - , /./ / � vv 11.,. z `./ / / / l 1 <. \ \ \ N. .Q C.)N. O ' I \ \ / 1 / j Z FiAM 37-5/8" DCK LOCAMN \ / \ // \ r• o / / 44-1/2" MAX. ACTIVE / INACTIVE io REDENTIAL HARDWARE 4. U. I`•� a� •oI X OR O OPTIONAL TRUE N DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125" 3 74-1/2" MAX. FRAME WIDTH REGENT COMMERCIAL POINT LOCK 121 •I FRAME HEIGHT / i/ '/I �// / / / / /// 1 ! I I I 1 \ \\ ---1 11 J ' \ \ \ \ \ \ \`\ \ \\ 108 -._� � / / / //. //./ // / / \ \ \ \ ( \\ \ / INACTIVE ACTIVE \ COM iNIGE L DCA_LIDNSJ MAX FRAME HEIGHT Na REQB. MAX. SPACING a UNTO 90=3/4' 3 33 1/2" ABOVE 90-3/4' UPT❑ 120-3/4" 4 44 1/2" DOORS WITH 3 HINGES LIIITED TO I00 PSF XX� 12 VERCIAL HARDWARE I H A D WA E E CC I P TIrC\ GI L • V F ▪ 8 W � wi N=.70592 • '° o zo Z-* 47/1/11.::;:l s - 000 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) 152" MAX. FRAME WIDTH • • • o; • CGI DOORS .. • • • (SEE SHEET 1) • • •• • \ \ \ \ \ \ • • • S-0 i% / '% / / / / / '/ 1 \ \ S- / / / // //• / // / ./ , ' 5\ ` \\ \\ 5 FIXED ( FIXED 11/ \\\011111iPPrPO7 00XX • • • • • • • •••• • • •• • • • • • •• . • 0000 • •.•• • • • � • • • • • • • • • • • • • • • • • • • PRODUC f REVISED os coaplyiot with the Flom, handing Cot AecePtheet No /4-4532 &.) tikt-- Att" ilihrekr Oreehweeketted DWG. NO.: W98-01 • Windows and Doors. Inc. 10100 northwest 25 street miarni, `lorid° 33172 product : Series 450 0utswing Doors & Sidelltes dote : 10-20-97 sheet 1.1 of 7 BULB VINYL CGI-382 3/16" ANN. GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' 1-3/16" ANN. GLASS BULB VINYL CGI-382 CLASS BITE SILICONE GE— 1200 DOW 995 DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI-382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/16" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 1/8", 3/16" OR 1/4" TEMP. GLASS [AIR SPACE 3/16" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/116" ANN. GLASS GLASS TYPE 'Ai' 1" OVERALL INSUL. LAM. GLASS GLASS BITE SILICONE GE-1200 DOW 995 DOW 899 GLASS BITE SILICONE GE-1200 DOW 995 DOW 899 BULB VINYL CGI-382 3/16' ANN. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Butocite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE-1200 DCW 995 DOW 899 GLASS TYPE B iI '=OVRALL 1),-M. _GL"455 BULB VINYL CGI-382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' 1/8", 3/16" OR 1/4" TEMP. GLASS [AIR SPACE 3/16" ANN. GLASS .090" Interlayer Sofiex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer Butacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS BULB VINYL CGI-382 .090 ALUMINUM SHEET 11 /4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE-1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL CLASS TYPE 'E11' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE-1200 DOW 995 DOW 899 BULB VINYL CGI-382 r—.090 ALUMINUM SHEET 3/4" PLYWOOD r.090 ALUMINUM SHEET SILICONE GE-1200 DCW 995 DOW 899 1" OVERALL COMPOSITE PANEL GAZING STOP OPTIONS CGI-375 CGI-396 • • • • • •• • • •• •• •• • • • S80 ••• • •• 744 • • • CGI—i519 • • • •• • CO .080 .744 F� CGI-515 • • • • • • • • • • • • •• • • •• • • • u • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • DOORS AND SiDELITES CAN BE GLAZE: USING SQUARE OR OGEE GLAZING BEADS/ADAPTERS PRODUC 1' REVISED as emptying with the Ftnrktz. balding Code AceeptssceNo 14-0 2`i'd ElPiralieN Elate lJ MttDook rvalact Castro[ DWG. NO.: W98-01 Windows cncf Doors, Inc. 10100 northwest 25 street miami, florido 33172 product : Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 1.2 of 7 • 38 9/16" FRAME HEIGHT N co 74 1 /2" (TESTED SIZE) 4 1/4" 3" FRAME WIDTH 3" 4 1 / 4" 24"3" MAX.X I(� I 1 I ^ \ 1 W D / \��� / / % / / 24 3/4" / PANEL HEIGHT 0 W � o / / co 00 co D.L.O. / / 12 6 j/ 10AA / \\ \ \ tlyc�� / ACTIVE INACTIVE 35-1 /2" MAX. PANEL WIDTH 3" I — 1 CO Cr) HAGER SS HINGES NOTE: THIS UNIT JS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OLTTSW)NG) TO -THE MAX. SIZE SHOWN. WITH 'GLASS TYPE `A' AND LOCKING MECHANISM ' 10AA' (BALDWIN 8200 DEADBOLT W/ CGI 3 'POINT LOC. AND `S-0' THRESHOLD .507. ;THIS UNIT CAN NOT BE USED, WITH SIDELITE 013 MULLED. C) [LARUE—fvftSS EL EM ''C1 L MAXIMUM DESIGN LOAD RATING = + '100.0 (FOR SIZES SHOO ABOVE OR DIALLER UPTO CODE LIMIT) — 132.0 PSi" GLASS TYPE 'A' LOCK QPTION_ 10 3 PO 1T MECHt NI#5 1 W/ BALDY IN SERIES 82C0 DEAD BOLT LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. 4 1/4" FRAME WIDTH 3" 24" MAX. H—O 3 , I PANEL HEIGHT a 7/8" 32 1/8" 32 1/8" 9 7/8' MAX. MAX. C-Dc' I I I 10A / / / / i/. v., .// I — _ \ N \ � u� co O U n J t,-) X ACTIVE 1 1 cbbb m N W w CCD 0 CD L9__ o Z 2 N O ,,i - < 0 ✓i o 0 0 • • • • • • • • •• • •••. • • • • • • • • • • • • •••• •• • • • • • • • • • • • •• •••. • • • •• lb •••• • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • •• d"RODUC C REVISED es complying with the Mori& braiding Cede Accepnasce Fie --G 0 y Es.pil-mtio* Orate 2 ea* rh.tir ProductCotatrul DWG. NO.: W98-0 Windows and Doors, Inc. 10100 northwest 25 street miomi, florid° 33172 product : Series 450 0utswing Doors & Sidelites dote : 10-20-97 sheet 1.3 of 7 74 1 /2" (TESTED SIZE) FRAME WIDTH 4 1/4" 24" MAX. I I I I I I CONCEALED VERTICAL ROD \ \ \ i / / I I I PANEL HEIGHT JAMB ANCHOR SPACING I / / / /j iOR OR 10E \ \ \ \ I H hi I / / / / / "' I \ ACTIVE ACTIVE . addlid. SS1 5-1/2" MAX. PANEL WIDTH DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(-) 96-1/2" 74-1/2" 70.0 70.0 84-1/2" 74- 1 /2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E1 UPDATED TO 2014 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 4 1/4" 38 9/16" FRAME WIDTH 3" 24" MAX. H-0 1 / CONCEALED VERTICAL ROD /• i r-1 I-Ir7 PANEL IGHT ti- L_f 11 1OD OR- \ 10E \ \ VE 7 1/4" CUR A\IC APPROVED PANIC HARDWARE FOR DOORS D0R-0—MAT!C SERIES 1690 TOUGHEAR EXIT DEVICE JACKSON SERIES 206i5/20&6 CO\ICEALED VEr211CAt• ROD EXIT DEVICE •••••• �• •••• 7 1 /4„ • • •••• •• • • • • • • •••• • •. • • •• •• •••• • •••• • • • • • • • • • • • • • • • • • • • • •• • • ••. • • • •• P'RODIJC f REVISED sa caaaplyiag with tire Hoyt looling Code Acceptance No fj-6327.0 V Expiration Date if / 1 tQ-! • t Cool • DWG. NO.: W98--01 0 Windows and ors, Inc. 10100 northwest 25 street miami, '•ride 33172 product Series 450 0utsw'ing Doors & Sidel'ites date : 10-20-97 sheet 1.4 of 7 • BILL OF DATER ALS !TEN 1 2A 12B 2C 3 7 1,9 DESCIPTIO` #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8-16 FULLY THREADED CONTINUOUS ROD 3/8-16 HEX NUT 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH -PH -SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19-3/8" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10A 10AA 1013 (ioc( 10CC 10D1 110E I REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410, DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. 10FJ CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 f 12 13 14 171 18 191 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH' #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE-1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR • • . • • • ..• •••• • • .... . .... .. . • • • . . .... . • .. .... . . • ..• ..• .... . • • . • . • . • • . ... ... . .. .. EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. NO CHANGE THIS SHEET • v,� • w— oo O 0 0 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. ,00torP77 ,�N ' • ©.70592 OF ON L fr00R. D‘: • • • • • . • • • • • • • • PRODUC $' E1EV[SE3) co eactiotriag with the Port& IstitetingCyI& Aceeptasee No 1 L— 0321 • , k��. 1 MAW PA Product Coatrat DWG. NO.: W98-01 0 Windows cnd doors, Inc. 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2 of 7 . 4.462 .125 1.034 .100 2.082 - CGI-507 DOOR FRAME HEAD/SILL 4.562 f 1.250 - .750 .150-- CGI— 509 FRAME JAMB/MULLION 2.358 CGI-511 JAMB COVER r1.102-& 1.918 CGI-503 NARROW SIDELITE STILE 1.112 r-1 .250 .656 CGI-505 ASTRAGAL 075 CGI-502 JAMB/LOCK/SIDELITE STILE .500 }� 1.844 750 �� �CG1-540 1.844 L. CGI-500A TOP RAIL CG-510 SIDELITE MULLION CGI-508 FRAME COVER CGI-501 BOTTOM RAIL CGI-539 SADDLE THRESHOLDS • 1.844 CGI-514 HORIZONTAL MUNTIN e S S 2 Q U U U o 0 0 n z z z O N N 10 o v Sri Ni _aoo CGI-375 CGi-396 .050 CGI-504 .080 CGI-519 • CGI-515 • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• • PRODUC [ REVISED an compiying with the Flodito boggl3a= Cods Acceptsmrt No 16-632 , 6 4� Eapirsties Doc 4/%rl z/ h„ /54 (.`� .,..�,. lholt r oduct Control DWG. NO.: W98-01 • W;ndows and Doors, Inc, 10100 northwest 25 street miomi, florid° 33172 product Series 450 Outswirg Doors & Sidelites date : 10-20-97 sheet 2.1 of 7 ti C( 0 W x w 1/2" Bolt Assembly Rod Keyed Cylinder/Deadbolt — Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) COI CUSTOM 3—POINT LOCK Bolt Housing #10 x 3/4' PH SMS Flushbolt Tip Linkage Assy. Connection Wheel 1/2" a cc 0 W 1- x w Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) R�1 #10 x 3/4" PH SM 8 x 1/2" PH MS 12 j Flushbolts (Inactive Panel) MAX. FRAME HEIGHT 1/2" MAX. PANEL HEIGHT Bolt Tip Threaded Rod cc 0 W X IJJ Keyed r Cylinder Deadbolt Assembly Actuator Arm #10 x 3/4 PH SMS row REGENT 3 POINT COMMERCIAL LOCK /2" Actuator Arm N Z = a o Z s Z — [V O O o a 0 0 o 1/2" Bolt Housing Bolt Tip 0 0-2 'r- w TOP SECTION SHOWN (BOTTOM SIMILAR) t �JJ #10 x 3/4" PH SMS #10 x 3/4" FH SMS • • ..]: •• • Surface'Mountea .... • •• • f:ctlj� it'or • • • • • • • •• •• • • • • • • . • • • •• • • • . • SURFACE MOUNT SLIDE BOLT •• WITH BALDWIN DEAD BOLT AtODLIC f REVISED cfspt5with theFturid-' �� bonen Cade Act:Vance No i plwG t% i�pi+,�of�a Date_ �.-V se 11044rodnct Cos,trel DWG. NO.: W98-01 Windows c nC. oors, Inc. 10100 northwest 25 street miami, fiorida 33172 product : Series 450 outswing Doors & Sidelites date : 10-20-97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Dor—O—Matic 1690 #10 x 1 /4" FH NS #10 x 1/4" FH MS Strike Plate Top Guide w/trip release Top Bolt Bottom Bolt Bolt Guide Bolt Guide 1/2" <�Ln(0 \`pp\1lpp„ 9 d l i ffppPY40�f/�J^�^�/ .�•.."✓LEI o.7 592 W0 �,ll1 TE OF /lllll1V6<<r 1/4 PRODt1C f REVISE OS cosplying wit% tie Florid, lsgoding Cede Acceptx a No f‘..- 4, 3 Z. r35= Entireties true �fyt L. l �• 4/4.1 _1d- MY get 0,4 'velvet Control Jackson 20861 • .. • .. . • • • • • ▪ ••. • • .... .. • • • • ▪ •• .... . •. .. . . • .... • • • • • • . .. • • • • • • . • • • .. 4. . ... • • . •. 1/2" #10 x 1/2" FH MS DWG. NO.: W98-01 • Windows and boors, Inc. 10100 northwest 25 street miami, rlorida 33172 product Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW SEALANT `(u in n EDGE 3 TYPICAL EDGE FIST. I• 1/4" DIA. 'ULACON ( 0 6" FROM ENDS AND 24" O.C. (INTERMEDIATE & SINGLE UNIT ANCHORS) SEE SHEET 7.1 FO" DOUS E DOOR M 'TING ILE A HOR 4 'SI CONQ. VI x .125 0 I.i00J SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 2A 2.082 100 TYPICAL #12 SCREWS 3/ END \ 4 . \ ED OPTIONAL INSTALLATION INTO 2X4 PT WOOD 1/4" DCA. ULTRACON 0 6" FROM ENDS AND 24" 0.C. mRMEDlATE & SINGLE UNIT ANCHORS) SEE SHEET T 7.,1 FOR DOUBLE .,DOOR MEETING STILE ANCHORS ��-2X4 PT WOOD SEE NOTE BEL TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON © 6" FROM ENDS AND 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR.LOADS ABOVE 110 PSF ci (SEE SHEET 7) 2-1/2_ MIN. EDGE DIST. 1X4 PT WOOD 509 511 1-1/4�MIN. EMBED`& 1 4 DIA. ULTRACON 509 -o—.150 EXTERIOR 11 2X4 PT WOOD tPTION'AL INSTALLATION .INTO 2X4 eT WOOD SEE NOTE; BELOW NOTE: 1X OR 2X WOOD BUCKS NOT BY CG! MUST BE PROPERLY SECURED AND MUST, SUSTAIN LOADS IMPOSED BY 'GQAZING SYSTEM. NOTE: ALL JAMB ANCHOR CO_ NDITIONS_ SHOWN ON th!tEETS 3, 4 AND' 5 MAY BE 'DIRECTLY TO MASONRY WITH 1 /41 MAX. SHIM SPACE WITHOUT VARIATION 4\1 .CAPACITY. 1/4" MAX. SHIM 1.2�0a1 TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON Cct 6" FROM ENDS,AND 19-378" O.C. FOR LOADS 'UPTO 70 PSF 14-1/2" 'O.C. FOR LOADS ABOVE 70 .PSF 2-1 /2" EDGE DIST. EMEtENT INTO 2BY WOOD BUCK = 1-1/2" ACTIVE r.125 4,852 PANEL WIDTH FRAME WIDTH K 10.02.14 l 04.10.15 M 05.13.15 N 03.21.16 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS NO CHANGE THIS SHEET TYPICAL PANEL ASSEMBLY 2B TYPICAL PANEL ASSEMBLY 2C TYPICAL PANEL ASSEMBLY 14 504 ,�-13OR 375 EXTERIOR • • • . • •• • • • • • • • • ••.• •• •• • • • • • • • •• • •• • • • • • • • • • • • • • • •• • • •• • •• • • • • • •••• • • • ••• • • • .• 16 PROW JC C REVISED as complying with the Florida hooding Code Acceptance No Espiraolos date Z./ • • • • • � • • • 9 DWG. NO.: W98-01 Windows ono' I]oors. Inc. 10100 northwest 25 street miarni, florid() 33172 product : Series 450 Outswirg Doors & Sidelites date : 10-20-97 sheet 3 of 7 • -a' .688 —a. .675 INTERIOR 502 -}-1:25#' 505 EXTERIOR WATER RESISTANT D00I•i'S .WITH SILL S-0 ONLY LOCK STU FS. WLTH_WATFR RFSISTANCF 502 OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 .688 502 .675 INTERIOR 1 EXTERIOR a 502 OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 LOCK STILES WITHOUT WATER RESISTANCE � 5 • ta, ( q Miss' • • • • • • • • • •• • ,••• • • • • ••,• • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • • • •• $R®DUCfREVISED el eosepty with the Florid& berdiax Cade Aeeegtsate No 7 - e 25, c y Es Vste (ram €eaiact Centre/ DWG. NO.: W98-0 i 10100 northwest 25 street miami, floridc 33172 product Series 450 Outswing Doors & S'idelites dote : 10-20-97 sheet 3.1 of 7 50 THIS SILL IS NOT RATED FOR WATER ADA SADDLE EXTERIOR SWEEP .500 11 DOOR PANEL WIDTH DOOR FRAME WIDTH .125 j-.158 N 4 EDGE DIST. v ( , 4 C m\d 4" WIDE SADDLE THRESHOLD 540 5/16•' DI LTRACON 1-3/4" .IN. EMBED 5 6 Ati 2- " MIN. EDGE DIST. ." FROM ENDS & 24" 0.C. I AND 3° O.C. AT MTG. STILE LOCATIO SEE SHEET 7.1 FOR CAPACITY 75 1�UL LI0 2.878 1,250 #1 502 6 1.918 OM r125 Y SEAL T THIS SILL IS NOT RATED FOR WATER RESIDENTIA ADDLE EXTERIOR 4.612 EXTERIOR @ Sly ALL SIDELITE STILE (EXT. 503) AT SIDELITES 1'-6" WIDE OR SMALLER. -o- 675 DS-0 SIDELITE PANEL WIDTH 502 IIIP 1X4 PT WOOD SEE NOTE SHEET 3 SIDELI . FRAME WIDTH SIDELITE FRAv1E WIDTH .125 SI CONCRETE 1/4" DIA. ULTRACON 1-3/4" MIN. EMBED Cs� 6" FROM ENDS & 24" 0.C. AND 3" 0.C. AT MTG. STILE LOCATION SEE SHEET 7.1 FOR CAPACITY 1-539 E 3 KSI ONCRTE O 2 • Z 5T1 REFER TO SHEET 2 4.56 .150 1.250 IY CONCFtT OR A CRY 1 /4" MIN. 1/4 SHIM 7 FOR TYPICAL BILL OF MAT LS No. 0592 —1 icy It O ▪ " , 447 .17:011R:10::::‘. cr\N ‘N.'.' PROOUC f REVISED as complying with the Florida bwd+ag Carle Acceptance No X6--0.5(--/•Q Expiration Date if��j� Z 1 Mt ago' redstt Ce e# EMBED TYPICAL JAMB ANCHORS --_ 1/4" DIA. ULTRACON 6" FROM ENDS AND 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF 2-1/2" MIN. EDGE DIST. .125 3.278 u� • • • • • • • • •• • •••• • • • •••• �-• 4 43r4 • •••• • • • • • • • •••• ••• • • •• • • • • • . • • • • • •• • • • • • • DWG. NO.: W98-01 0 Windows can.. I]oors, Inc. 10100 northwest 25 street rniami, florido 33172 product : Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 4 of 7 • - .675 N UL LI O\ TYPE 1 WIDE STILE- TILE I11B 1.918 502 4.812 SIDELITE PANEL WIDTH 511 rn 0 U) OUTSWING DOOR SIMILAR NJI_LiN TYPE 2 WIDE STILE -NARROW STILE 502 511 O a ,675 4.812 SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR V1ULLO\ TYPE 3 NARROW STILE -NARROW STILE 6 503 EXTERIOR SIDELITE PANEL WIDTH 511 0) 511 SS- DS- 0 1.250 -�-, 54 b--1 250 1.250 SEALA 511 0 1 .062 502 4.812 ca 17.1 cc cc III u-.125 EXTERIOR .675 SIDE PANEL WIDTH EXTERIO SIDELIT PANEL HEIGHT / / / /. C /1 • •/ • /. /1 • \ /. \ 1 , •/ / / /. FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH FIXED PANEL WIDTH 1.250 1.250 WIDTH (W) DOOR PANEL + FIXED PAN 2 + 1.250 LOWER DESIGN OAD 'M PANEL PERFORMANCE CHART ON SHEET 6 OR MULLI• PERFORMAN HART ABOVE SHALL CONTROL 1.918 PANEL WIDTH 503 1.918 r SIDELITE PANEL WIDTH REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS NO CHANCE THIS SHEET ' J M MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) FRAME HEIGHT EXT,(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 1/6 2/0 100.0 0,0 100.0 110.0 100.0 110.0 100 110.0 100.0 110.0 100.0 110.0 00 110.0 100.0 110.0 - - 110.0 - - 94.2 94.2 70.0 70.0 - - 3/6 700.0110.0100.0 00.0 110.0 100.0 110.0 100.0 110.0 00.0 110.0 100.0 110.0 100.0 110.0 00.0 110.0 100.0 110.0 - - 00.0 110.0 100.0 110.0 - - 94.2 94.2 - - - - 1 /6 2/0 2/6 3/0 3/6 90-3/4" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 94.2 94.2 - - - - 1/6 2/0 2/6 3/0 3/6 96-3/4" ' 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.00 fi0.0 70.0 100.0 110.0 •100.2 • • .-. 110.0' .•• - - • 100.0 110.0 •' • - • ••••s - • • 59.9 59.9 - • •,.• - - • - • 1/6 2/0 2/6 3/0 3/6 102-3/4" 100.0 110.0 1POL.4 • 110.0.. 1410.0 : r0•0• • 100.0 110.0 •iiaa.' 11o.D: ".•! ••••• . 100.0 110.0 •it1D.s •' 100.4 y • •. • t• • • 98.9 98.9 .._ •• _ •••• _ - • 59.9 59.9 • - • 41 - - - - • 1/6 2/0 2/6 3/0 108-3/4' 100.0 110.0 • 00.0. 110.C:•••115C.0 j10.0 100.0 110.0 CV. 104.1. • • • - • 98.1 98.1 70.0 70.0 • . •-• - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 114-3/4" 70.0 70.0 70.0 70.0 100.0 110.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 6 3 70,0 70.0 70.0 70.0 70.0 70.0 120-3/4' 70.0 70.0 70,0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - PRODUC f REVISED as complying with the Florida s iId-L & Code ricerptse,cc No fG -a ��T Eipitmeion Date ! °l g d 2- 11,tae' 17r Product Control DWG. NO.: VV98-01 Windows and DOcrs, Inc. 10100 northwest 25 street miomi, fiorida 33172 product Series 450 0utswing Doors & S'Idelites date : 10-20-97 I sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOtIBLE DOORS & SINGLE SID-ELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF - --- ---- - - - -..... NOMINAL DIMS. GLASS TYPE .A, 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'BI' j FRAME WIDTH (X) FRAME WIDTH (XX) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT. (-) 50-1/2" 62-1/2"MIMI 74-1/2" 100.0 110.0 70,0 70,0 I 90,0 - 90.0 r25=9/16°, 32-9/16' 38-9/16' 44-9/16' 100.0 110,0 70,0 70,0 90.0 90,0 100.0 110,0 70,0 70.0 90.0 90,0 .-122J 94,2 94,2 70,0 70,0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16° 50-1/2' 62-1/2" 74-1/2' 86-1/2" 84-3/4° 100.0 110,0 70,0 70.0 90.0 90.0 100.0 110,0 70.0 70.0 90.0 90.0 100.0 110.0 70,0 70.0 90.0 90.0 94.2 94.2 70.0 70,0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2" 86-1/2" 90-3/4' 100,0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90,0 94.2 94,2 70.0 70,0 90,0 90.0 26-9/16' 32-9/16° 38-9/16" 44-9/16" 50-1/2' 62-1/2" 74-1/2" 86-1/2' 96-3/4" 100.0 110,0 70.0 70.0 90,0 90,0 100,0 110.0 70,0 70.0 90.0 90.0 100,0 110.0 70.0 70.0 90.0 90,0 59,9 59.9 59.9 59.9 - - 26-9/16' 32-9/16" 38-9/16' 44-9/16' 50-1/2" 62-1/2" 74-1/2" 86-1/2" 102-3/4" 100,0 110.0 70.0 * 70,0 A - - 100,0 1100 70.0 * 70.0 * - - 100.0 110,0 70,0 * 70,0 * - - 59.9 59,9 59,9 * 59.9 * - - 26-9/16' 32-9/16" 38-9/16" 50-1/2" 62-1/2" 74-1/2" 108-3/4' 100,0 110,0 70.0 * 70.0 * - - 100,0 110,0 70.0 * 70.0 x - - 1010 110.0 70.0 * 70.0 * - - 26-9/16" 32-9/16" 38-9/16' 50-1/2' 62-1/2° 74-1/2" 114-3/4" 70.0 70.0 70.0 * 70.0 * - - 70.0 70,0 70.0 * 70.0 * - - 70.0 70.0 70,0 * 70.0 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2° 120-3/4' 70.0 70,0 70.0 * 70.0 * - - 70,0 70.0 70.0 * 70,0 * - - 70.0 70.0 70.0 * 70.0 * - - N�OUE�if2E�LlR-�(ZO`(_ AND S51 & 52 WHERE WATER US� �-T�j�5Hd� (}�S�i�-� INrANY CQNDEItQN� INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. NOT RATED FOR WATER RESISTANCE 0 uJ W W 540 NOT RATED FOR WATER RESISTANCE OUTSWING (SADDLE) 0 H W 539 RESIDENTIAL (SADDLE) FRAME WIDTH DOOR FRAME HEIGHT PANEL WIDTH PANEL HEIGHT DOOR FRAME HEIGHT FRAME WIDTH PANEL WIDTH PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR/SI➢ELITE • • • . • • . • • •.•• • • • • • • • • FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES c PAUCITY • SEE CHART ON THIS SHEET • • • SEE BELOW FOR THRESHOLD TYPES •• SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE Bb€RS • SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY" • SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Pi ODUC f €3EV/S€L S►$ Conapeyimg whit tRe Florida binding Code Acceptance No Z 9. ES E/ Eapirsliaat Date ilwitiProdact C'attro L co • •• • o .a • A • 5 o, •c • •� N1 rn cn - •n • vi •••b i o o • p L,••••• C•••is • u")••••• • �• • • 4e. Z� o• o o vl0 • Q J �g J 0 0 3 O • • rn 0 O CO a. L.. a Q) 0 0 g O 0 C < l r m N 11 O - 1 N O \ Gi a - N IIj l l 2 J V j drawing no. W 9 8 - 0 1 sheet 6 of 7 . • • t SIDELITE MULLION SEE CHART THIS SHEET ANCHORS 24" MAX. NTERM EDIATE ANCHORS HEAD/SILL 6" DDC]R FRAME HEIGHT / MTG. STILE ANCHORS SEE SHEET 7.1. 3" MIN. TYP. ANCHOR SPACING (I Ill �/ _ t 1! / / / / / / / / / /. // CLUSTER OF HEAD ANCHORS 3, 4 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR (6) 3 AT SIDELITE 3 AT DOOR SEE CHART FOR CAPACITY LL� w w In o• _ a 0 CO C r. O) V) d I n 0 O MAX. PANEL HEIGHT FIXED PANEL WIDTH 1.250 ) FIXED PANEL WIDTH PANEL WIDTH 1,250 WIDTH (lN) DOOR PANEL 2 FIXED PANEL + 1.250 CLUSTER OF SILL ANCHORS 3 OR 4 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" 0.C. AT HEAD/SILL. ANCHORS: E •B'- 1/4" DIA. ULTRA eo BY 'ELCO' (Fu=1771KSI, Fr--1 KSI)- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATiON INTO WOO) :.f 4RU 1 BY WOOD putim INTO CONCRETE 1-1 /4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1`- I /4" MIN.. EMBED- INTO CONCRETE r _EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN: TYPE 'B'- 1/4" .DIA, JLTRACOI4 BY ELCO' (Fu 177`KSI, Fy=155;KS1)1 INTO 2BY WOOD , BOWS ,OR MOD. STRUCTURES 1-1/2" MIN "PENET'ON INTO WbOD Tk'RU',1 BY WOOD BUO S INTO C(NC./HOLiLOW BLOCK 1-1/4" MIN. EM1 O INTO CONCRETE ORMAS0NRY TYPE `'C'-- 1/4" DIA. ULTRACON BY 'ELCO'=(Fu-177 KSI, Fy-0,5^KS DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. FDGE DISTANCES INTO CONCRETE = 2--1/2" MIN. -AT HEAD ,OR SI J TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCQ' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. -AT ADA SILL DIRECTLY INTO CONCRETE, 1-1/4" MIN. EMBED- INTO CONCRETE EDGE DISTANCES ;INTO CONCRETE = '2=1/2" MIN. - AT JAMB NOT RATED FOR WATER RESISTANCE O uJ w X w MULLION ANCHORS AT SIDELITES NO. .JAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' AT HEAD TYPE 'C' AT HEAD TYPE 'C' AT S-0 & SS2 SILL TYPE 'C' TYPE 'D' ' A. EAD ' SSI SILL WIDTH (W) •ME HEIi T CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER •- 3 ANC ""'S CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 82-3/4" 106.7 110.0 110.0 110.0 110.0 1 '.1 110.0 86.2 110.0 110.0 110.0 110.0 10.0 110.0 .3 96.4 110.0 109.3 110.0 101.0 110.0 • 62. 83.0 110.0 94.2 110.0 87.0 110.0 2/0 2/6 3/0 3/6 B4-3/4" 104.2 110.0 110.0 110.0 110.e 110.0 110.0 84.2 110.0 110.0 110.0 +.0 110.0 110.0 70.6 94.1 110.0 106.7 110.0 98.7 110.0 60.8 110.0 91.9 110.0 85.0 108.7 2/0 2/6 3/0 3/6 90-3/4' 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 114- 110.0 109.8 110.0 65,9 87.9 110.0 a•.7 110.0 92.1 110.0 56.8 75.7 '.0 85.9 110.0 79.4 101.5 2/0 2/6 3/0 3/6 96-3/4" 91.2 110.0 110.. 110.0 110.0 110.0 110.0 73.7 98.3 110.0 ' 110.0 110.0 103.0 110.0 61.9 82.5 1 . 93.5 110.0 86.4 110.0 Al 53.3 71.0 06.5 "0.5 107.4 74.4 ,, 95.2 2/0 2/6 3/0 3/6 102-3/4" 85.9 110.0 110.0 1 . II 110.0 110.0 1•••11a.0 69.4 92.6 110.0 104.9 110.0 97,0 ••••1.10.0 • 58.2 77. 110.0 88.0 110.0 81.4 ••••144.1 50.2 "..9 100.3 75.8 101.1 70.1 • •'.5 ,6 2/0 2/6 3/0 10B-3/4" 81.2 108.2 110.0 110.0 1.0 110.0 110.0 65.6 87.5 110.0 99.2 110.. 91.7 • • .1,1Q,O 55.0 73.4 110.0 83.2 110.0 76.9 1, •••$43 2/0 2/6 3/0 114-3/4° 76 102.6 110.0 110.0 110.0 107.5 •130 •2.2 82.9 110.0 94.0 110.0 86.9 .100,0 52.2 69.5 104.3 78.8 105.1 • • 93.2 2/0 2/6 3/0 120- /4" 73.1 97.5 110.0 110.0 110.0 102.2 . 110.0 59.1 78.8 110.0 89.3 110.0 82.5 105.6 49.6 66.1 99.1 74.9 99.9 69.2 88.6 LOADS -HOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED LING TH'.' HOLDS (S;-D ® AND ® ' LIMIT EXTERIOR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET 6. NOT RATED FOR WATER RESISTANCE ANCHOR TYPE 'D' 540 OUTSWING (SADDLE) FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1,1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE BELOW FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. ANCHOR TYPE 'C' 539 ,I1 RESIDENTIAL (SADDLE) :1 :0!B! !�t ..- 'o. 70592 �`t0 A� •`my ATE OF < ia° •\ snit11 NROU(JC P REVISED coaar•plyieg with the Ruda heading Cade Acceptance No 4--G 2 G EipirartaaDate t 54 -tCI • • • Iz 0 • W O ▪ •• •e Q • R • •-yy • o• •d• •� W V1 0 0) ctD •••• •••(i 0 • • w• cc " • UJ• Z •InJ .1" �• o 0 5 V Q -1 0 N 4) LL c 0 o. 0 0 0 NO CHANGE THIS REV. PER RER COMMENTS NO CHANGE THIS SHEET a) 0 0 0 ri 0 0 0 J z Li., o r1- 0, I Q II o - I N z 0 iii v o u r x c drawing no. [W98-01 sheet 7 of 7 { • 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 6 a -I DOOR FRAME HEIGHT / / / / / / / / / / / / \ \ PANEL WIDTH SINGLE DOOR OR SIDELITE 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 6" DOOR FRAME HEIGHT 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 6" _ DOOR FRAME HEIGHT DOUBLE 13 OR HEAD/SILL OTLG. STILE ANCHORS E GAT AT RIGHT 3 MIN. TY P. --1,,Trs, ANCHOR SPACINGo 11,k11 I / / / / / / / / / / // /. / / / / / PANEL WIDTH PANEL WIDTH ,-MULLION ANCHORS AT SIDELITE SEE SHEET 7 DOUBLE DOOR MTG. STILE ANCHORS SEE SHEET CHART THIS SHEET 3" MIN. TYP. ANCHOR SPACING 111 / \ /. // / / / / / / / DOUBLE DOOR -MULLION ANCHORS AT SIDELITE SEE SHEET 7 MAX. PANEL HEIGHT FIXED PANEL WIDTH FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.250 TG.._S_TJL NCHQR:S_�1LJ O 1 NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF FRAME WIDTH CXX) 50-1/2' 62-1/2' 74-1/2' 86-1/2' FRAME HEIGHT LTYPE '=AT_FTEAD J CLUSTER OF 3 ANCHORS 106.7 CLUSTER OF 4 ANCHORS 110.0 CLUSTE! O, _5_ANCHOR 110.0 TYPE 'C' *r eD TYPE 'C'_ AT S- & SS2 SILL CLUSTER 0FI 3 ANCHORS 110.0 CLUSTER O 4 A1401011 110.0 TYPE 'C' AT HEAD TYPE 'D' AT SS1 SILL CLUSTER OF 3 ANCHORS 110.0 CLUSTER OF 4 ANCHORS 110.0 86.2 72.3 110.0 96.4 )10.0'_ 110.0 110.0 109.3 110.Q 1 110.0 100.7 84.5 110.0 110.0 62.3 83.0 103.8 94.2 110.0 72.8 97.0 50-1/2" 62-1/2' 74-1/a" 86-1/2" 84-3/4" 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84.2 110.0 110.D 110.0 110.0 98.4 110.0 70.6 94.1 110.0 106.7 110.0 82.5 111).6 60.8 81.1 101.4 91.9 110.0 71.1 94.8 50-1/2' 62-1/2" 74-1/2' 86-1/2' 90-3/4° 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 110.0 91.9 110.0 65.9 87.9 109.9 99.7 110.0 77.1 102.7 56.8 75.7 94.7 85.9 110.0 66.4 88.5 50-1/2" 62-1/2" 74-1/2' 86-1/2" 96-3/4' 91.2 110.0 110.0 110.0 • 110.0 106.6 110.0 73.7 98.3 110.0 110.0 110.0 86.2 110.0 61.9 82.5 103.1 93.5 110.0 72.3 96.4 53.3 71,0 88.8 80.5 107.4 62.3 • 83.0 • 50-1/2' 62-1/2" 74-1/2" 86-1/2" 102-3/4' 85.9 69.4 110.0 92.6 110.0 110.0 110.0 104.9 110.0 110.0 100.4 •• 51.1 • • 110.0 •• 58.2 77.7 97.1 88.0 110.0 68.1 • ••.(1:.7 50.2 66.9 83.6 75.8 101.1 58.6 50-1/2' 62-1/2' 74-1/2' 108-3/4" 81.2 108.2 110.0 110.0 110.0 • • • •F8.2 • 94.9 •••t10.0 • • • 65.6 87.5 109.3 99.2 110.0 76.7 ••:•?CQ.2 55.0 73.4 91.7 83.2 110.0 64.3 •• ••85.7 50-1/2' 62-1/2' 74-1/2" 114-3/4' 76.9 62.2 52.2 102.6 82.9 69.5 110.0 103.6 86.9 110.0 94.0 78.8 110.0 110.0 105.1 50-1/2' 62-1/2" 74-1/2" 120-3/4" 73.1 97.5 110.0 110.0 110,0 59.1 78.8 98.5 89.3 110.0 89.9 72.6 60.9 85.4 69.0 110.0 92.0 49.6 66.1 82.6 74.9 99.9 57.9 77.2 SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" C.C. AT HEAD/SILL. P1:ODl1C f REVISED es co.piyti3 with the Florida hiwairig Code Accepteoce No fir 32 .t,1-/ Eapiradas Elide t ecf Canpral Z M oI Q 2• O wN� N re C t 0 o dog 0 W = yJ, ti. WN: w0) 0 01 O •0 C •• •75 C5 1 (.) 0 0 I 01 z a I 0. 7 0 0 iANGE RER COMMENTS C 0 0 g- �i N O x 2 z II N D W D °' 1 8 1[ �J `n i 1 ., `� J r drawing no. i W98-01 Csheet 7.1 of 7 •• • HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL EXTERIOR (SS21 RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION #12 SCREWS 2/ END EXTERIOR (S0) STD. SILL CORNER DETAIL INTERIOR #12 SCREWS 3/ END- 2 X 2 X 1 /4" ALUM ANGLE EXTERIOR (SSI ADA SILL CORNER DETA4b•:•• •..• •• •••• #12 SCREWS 2/ LEG INTERIOR • • • • • .. . 2 X 2 X 1 /4" ALUM ANGLE EXTERIOR . • ••• .• #12 SCftFr9 2/ LEG • • • • • • •• • INTERIOR SILL @ MULLION • • • • • niODU€, i REVISED as complying with t nod& isoni5ng Code Acceptsoce No E-1,1ao `-J Expiration leon Ee y ,. a: Zf O U1 V) c0 Yf � 00 0• C O U ) T A 0 L0 CO 0 drawing no. W 9 8 — 0 1 (sheet 7.2 of 7) 6 CGI-373 6063-16 .250" TYP. HOLE `W' DIMENSION MULLION 'W' - IN. 2" 1.688 3" 2.688 4" 3.688 MULLION CLIP CGI-383 6063-T6 2.085 ,100 TYP. 1.510 1.625 ` I .625 I .798 000 1,500 1.590 2.000 FRAMF CGI-3B6 6063-T6 2.215 .100 1.625 -mot VENT CGI-387 6063-T6 2.215 .160 .875 .750 .160 .100 875 -4 .750 1.865- .1 VENT CGI-387IG 6063-T6 .125 2.000 MULLION CLIP 6063-T6 2.000 3.000 4,000 VENT MEMBER CGI-387IG FRAME MEMBER CGI-373 1.000 FRAME MEMBER CGI-373 3.000 ALL MULLIONS: 6063-T6 ALLOY, 1/8" TYP. WALL THICKNESS MUL L�IQNS CONTAINING WINDOW - FRAME MEMBERS AT EACH SIDE) (HORIZONTAL OR VERTICAL) " SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING X72 X 17 4TUHEMULL{ON? tWOK FRAME? mtTMINUM. CUBE-MULLIQI) IWINDOW. FRAME MEMBER INCLUDED III PROPERTIES) USE WITH: 1- FRAMING MEMBER #373 2- FRAMING MEMBER #386 + 387 3- FRAMING MEMBER #386 + 387IG ALSO ANY COMBINATIONS OF ABOVE. NOTES; IX IN-4 1 Sx I11"3 1.116 .892 -RO ACT RENEV,Ini as compiying with the Flo • Code I, ,Iran,) By U , [�G._i.►� Bade Prli THIS PRODUCT HAS. BEEN .DESIGNED AND TESTED TO.'COMPLY WITH THE _REQUIREMENTS OF THE.FLORIDA BUILDING CObE•INCLUDING HIGH VELOCITY 1. IL .4 ty..v+t{Z) ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 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. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN 1N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. _LIONS" .ARE. RATED FOR LARGE & SMALL MI S11 E IMPACT 1 X3X1/8` TUBE MULLION FRAME MEMBER CGI-386 VENT MEMBER CGI-387 1 X 4 X 1/8" TUBE MULLION WOW. FRAME WOW. FRAME Ix 9N"4 1.734 Sx IN" 3 1.155 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. • • •• .•.1 •• • •• •••I • ••, • • ICI Jit ~ Tx IN-4 Sx IN"3 2.821 1.411 STEP 1 STEP 2 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MULLION AS PER PRODUCT APPROVAL. STEP USING GRAPHS ON SHEET 2 & 3 SELECT MULLION SIZE WITH DESIGN RATING MORE TITAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING GRAPHS ON SHEET 2.1 & 3.1 VERIFY ANCHOR CAPACITY STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 CAPACITY OF CGI GLAZING PRODUCTS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. Engr: JAVAD &HMAO CIVIL FL4. PE 70592 C.A.N 3538 015 PRODUCT REVISED as complying with the Clorfda Building Code 6.042o.o Acceptance No Ex c 'ration Dale ade Product Con C C 0 m 0 N m • in ••••o • •••; • • •••� •r O •• O •• (/) •••• Nto ut Lv ry O ••••cr 11 J >n Z_: O Or 0 N UPDATED TO 2010 FBC UPDATED TO 2014 FBC 0 0 REV PER RER COMMENTS 0 0 0 0 0 cN I. 0 m tn 0 v° • hi U 0 D t' drawing no. M95-13 (sheet 1 of 5 EitsULL.iab iQA _C J m 5 to SO-6/8' MULL 63 MULL SPAN S4 " 2 TUBE MULL M1X2_2 SPAN 72' 161 , 1 84- 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH - INCHES ist (NJ Lt..I (13 C_ m a 0is) -J N Z � 0 H LUU) 15263 03 O MULLION LOAD CHART 1 x 3 TUBE MULL S4" H1X3-2 3 MUtL SPA N 0 to 0 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH - INCHES cuP ANCHORS 1 MULLION LOAD CHART 1 x 4 TUBE MULL M1X4-2 63" 72" MJLL SPA MULL SPAN 46 168- r 1, r I r, r r 1 1, 1 1 r 1 r 1 r , , 20 25 30 35 40 45 50 TRIBUTARY WIDTH - INCHES - CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS i MULLION SPAN GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT iI b W1 CLIP ANCHORS W2 HORIZONTAL MULLION GLAZING PRODUCT CLIP ANCHORS N MULLION SPAN TRIBUTARY WIDTH = WI + W2 2 TYPICAL MULLION ARRANGEMENTS SS • • •• MULLION CHARTS ON THIS SHEET APPLY TO MULLION CONDITIONS SHOWN ON ELEVATIONS AT LEFT ONLY. PRODUCT REVISED as complying with the Florida Building Code to ,�A� Acceptance No _._.� Ex irotion Date By Defiant I . 1 Product Cow i7 ,IU rm o) Z 0 3 2 ) N rn to (n • so .•••,b • ¢ • o, to r rL • .4 N ••• Po r.WZ CC I-- • `- .. O il. r.V) CI h •r- 1•i 41 N•. 0 r•Q " N r it inM to N In ci IT Am r •Z 2 Z in O d m K D C9 0 ¢ W C.)r- Engr: JAVAO AHMAD CIVIL FLA. PE 70592 C.A. L 3538 _20 C 0 t ANCHOR REV. UPDATED TO 2014 RC REV. PER RER COMMENTS 21 0 L c 0 Q) v 'II 0 N rJ O 0 0 0 0 C 0 W 4 U n L ) drawing no. M95-13 sheet 2 of 5 ) ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS ANCHORS ' A25 tSI g 50-5/p " 94 LL cn tsa Cm, J(i = ��- Hm 0 63 72" IiLLL m 1• 84" 1 1 1 r• 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1•J 1 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH - INCHES ANCHORS APPLICABLE TO ANCHOR LOAD CHART 1. A4/Ft0A$ AT �MU1 MULLION EN 54'r 72 a4- 108" L20 sl= .D- ANCHORS "'B' n814 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 63" MULL SPAN 20 25 30 35 40 45 50 ANCHORS INTO OR THRU WOOD BUCKS ANCHORS 'B' APPLICABLE TO AH+JC ANCHORS 'BH' APPLICABLE TO ANCHORS 'BF' APPLICABLE TO tNT0! CENCRET'E .€00 iETAL ANCHORS DIRECTLY TO HOLLOW BLOCKS TRIBUTARY WIDTH - INCHES ANCHORS DIRECTLY TO GROUT FILLED BLOCKS CLIP ANCHORS GLAZING PRODUCT WI SS ANCHOR LOAD CHART 2 ANCHORS AT MULUON ENDS ANCHORS 'BH 82HOLLDW 20 72' 54' 63- MULL SPAN II 1 1 1 If 25 30 35 40 TRIBUTARY WIDTH - INCHES CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS VERTICAL MULUON GLAZING PRODUCT CUP ANCHORS W2 z oz J 0. VI 45 50 55 HORIZONTAL MULUON m N .D Li_-4 C a m o-4 ois -tIV zcn "' H W o-I ANCHOR LOAD CHART 2 ANCHORS AT MULUON ENDS ANCHORS 'BF' B2FILLED 20 25 30 35 40 45 50 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN TRIBUTARY WIDTH = Wi + W2 2 TYPICAL MULLION ARRANGEMENTS CLIP ANCHORS N oac RN "t? c.:mplvM1.g;with the i t e 9Vaz Diat • • •• •.• •• 55.. • • •. • • • • • • •• ANCHOR CHARTS ON THIS SHEET APPLY TO MULLION CONDITIONS SHOWN ON ELEVATIONS AT LEFT ONLY. PRODUCT REVISED as complying with the Fkrrida BuildingtCode A!S-0 420.07 Acceptance No _ .piration Da ade Pro . uct Con Engr: JAVAD AHMAD CIVIL FLA. PE .70592 C.A.N. 3538 ;}1JL2015 20o c� u. 0 • so • •••7) ▪ .••{� Qr • t1-11 0 I �• NM` C2 Z to • o• O =E• • U' OQ --1 U— 1 0 0 N 0 by I description REV. PER RER COMMENTS 0 0 v 0 c h 1 0 c, in N a -a drawing no. M95-13 (sheet 2, l of 5 LL ( 0 a 0 J z 0 H M 0 TRANSOM MULL LOAD CHART 10 130 150 170 190 21 luulieul!ntluuIIufluulul)I(LUli��dli.) 1x2 TRANSOM MULL T1X2-1 38-1/4- MJLL N 30 50 70 90 1 1 „„1-1-1,,1 i1i.,1lni_il,uiL_L. �S3" 30 40 50 60 70 TRIBUTARY WIDTH - INCHES tL to 0 0 J H cr) 60 54 IKANSUM MULL LUAU CHART (V = - 1x3 TRANSOM MULL T1X3 1 Si - r- 38-1/4- In- \ M —1 = S3'• MULL SPAN MI 7 m= L0 = J IS1= LO - .74" M 11 1 i i 1 1 1 I I f 1 I 11 1 1 30 40 S0 TRIBUTARY WI 60 70 - INCHES IL 0 a O -J z 0 0 w TRANSOM MULL LOAD CHART (.J 1x4 TRANSOM MULL T1X4-1 3B-1/4- 0` 1 \ .--1 ISI 53- MULL SPA M M ISI fr�ii 80 30 40 50 60 70 TRIBUTARY WIDTH - INCHES CLIP ANCHORS CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE TRIBUTARY WIDTH — W + W2 2 80 ?022 lia . i F tde P r34t rn • •(1) . ( �, • m • • • ••.�.j 0 1..._k • m ••••r Q' p •....a (/) •.•• •••., • mi.p.o rn to •••.IIIr� if) • •Lr3��1 �i•N• • • Q J • .g zz .- Q NJ MULLION CHARTS ON THIS SHEET APPLY TO HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. PRODUCT REVISED as complying with the Florida Building Code Acceptance No L 'a420.07 Ex iration Date By TYPICAL MULLION ARRANGEMENTS Miami Engr: JAVAD AHMAD clwl. FLA. 70592 C. . 3538 J11, 0201!i 0 5 O ti_ 0 a) a) In w w 0 u 0 cc a. c4 z O u UPDATED TO 2014 FBC REV. PER RER COMMENTS .13 m 0 ea 0 N 0 N d g U) 0 0 0 c 0 1,1 1. ( ) In N 0 0 II t u c drawing no. M95-13 sheet 3 of 5 LL to 4 0 J Z 19 H 113 0 ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS N 1 ANCHORS 'A' C25 19 0` .-1 t9 8-1/4". .4 -4 53.. N'LLSPAN ------------------__ �� b3 Lfi rye, `' yF. lllI I I 1111 (111 111f 1111 1111 1III flll 1111 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 4 ANCHORS AT MULLION ENDS N ON r- r4 ❑ 0' ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENOS ANCHORS 'B' 014R 8-1 4" N.L 111"Prq %1%.60 MMOMMMEN MMMOWM 80 30 40 50 60 m2 -4 N 8-1. 4" 68' t1ULL 6-" 74 SPAN 1111 III r 1111 Ifl1 ANCHORS '8H' 04HOLL0V 1111 II 30 40 50 60 70 TRIBUTARY WIDTH - INCHES N 0+ N z 0 H • ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS -4 1L-11 to a - �0' 0 dm= o� z I.� m H '- to u O.17 ANCHORS 'BH" O2HOLLOV 8-1 4" viEL. 14,‘„W_ 70 BO 30 40 S0 60 70 TRIBUTARY WIDTH - I .--ES IBUTARY WIDTH - INCHES ANCHOR LOAD CHART 4 ANCHORS AT MULLION ENDS ANCHORS e4FILLE 80 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 ONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS CLIP ANCHORS 1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION to 44 IL a'" 0 a 0 J H W 1st or_ ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENOS 167 1D t.3 8-1/4- 11111116, 141111116., ANCHORS 'BF' 02FILLEO B0 30 40 50 60 70 TRIBUTARY WIDTH - INCHES N. j�� Gam \\ j� PRODUC 0 Lr GLAZING PRODUCT r,.. GLAZING PRODUCT 3 iMULLION SPAN TRIBUTARY WIDTH — wi + W2 2 TYPICAL MULLION ARRANGEMENTS ANCHORS `A' APPUCABLE TO ANCHORS INTO OR THRU WOOD BUCKS ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE OR METAL ANCHORS 'BIT APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS CLIP ANCHORS t :cr.omplying ief, the Float .4i7F.c2II&Eco, No/ Expirotton By Aiatat' s Productt.e PRODUCT REVISED as complying with the Florida Building Code Acceptance No 'AM•11 Bx iration Date � ► �// /`J'/l"t(/ 4 • 3 ANCHOR CHARTS ON THIS SHEET APPLY TO HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. Engr:' JAVAD AHMAD CIVIL FLA PE 70592 C.A.N. 538 }Zll to 4.4 V 0 to cn O • •J 4 4 • • • 0 gg•+ E •••• w • • r• p •• • •••1.4 • • • • W • • • • . 2'. O J J 0 �1. CV • 1) •••. W. • 1) •.• • • • •O • LL ~� O Let �•� O H 14 to •••• t\ rn fn tol— •coo • Ceftr) A Z 7sA. ,n• 0•n1 O — F- 0 U rn m v 1a 0 0 a drawing no. M95-13 (sheet 3.1of 5 ) MULLION TYPICAL ANCHORS 2 PER CLIP INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MULUON iriwA•24.~i w� 2�r1 LEDGE DIST. METAL STRUCTURE INTO METAL STRUCTURES ULUON- BYBY W�n 111 4 4. D. TYPICAL ANCHORS 2,PER CUP 4 EWE DIST. ,. Q. THU- _ 1 BY -BUCK . INTO CONJC. OR MASONRY TING CUP CUP TO BE SNUG FIT INTO MULLIONS MUWON 6' 9 44 - ; •.A Q. OFFSET CLIP OPTION MUWOH PRELAST• CONC. ' r` I. TYPICAL ANCHORS 1:1113.ECTLY INTO. ,CONC. OR, ASONRY MUWON REFER TO SHEET 1 FOR CLIP DETAILS WITH 4 ANCHORS PER CLIP W000 BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING rtl (5414 i 8 o z O -J IIYF'E,I A'Rt 4' DID UL`TRAG IB E Chi iFu i77 KSIr °:Fy 155 KSI) 'INTO-2BY-WOOD BUCKS OR WOOD-,-.STRUCTVRE • •_J 11-1/2" MIN.-PENETRATrO EiJTO W-05 •••� E ITNRUt k1 BY -BUCKS _INTO, CONC. OR_MASONRY/ r i-1/4a MIN EMBED INTO CONC O_B_ ASONR ....z TYPE 'ElL3- (174*-DIA: OLTRAC4Nf 8 •ELCOi;(Fu_177 la +Fy=15 I K"S11 •• "(i) • • •else) • •.•••�y DIRECTLY-IINTO-CONCRETEi ••• , Op 1%2- _MIN._EMBED INTO CONCRETE) ... TYPE 'R` #14 SMS-OR-SELr DRILLING SCREWS? `(GRA oe. CRs} INTO=METALSTRUCTURES' STEEL : 1 /8" .THK,_MINI. ((Fy =3E =KSI`MIN.) f'ALUMlNUM: 178"-THK�. MIN (6o633T5 MtIN} +(STEEL IN CONTACT WITH ALU INUM TO J3„ P' TEO.OR...PAINTED TYPE-'13H'=1/4' DIA ULTRACON BY 'ELM (Fes= 1774 y 1.55' DIRECTLY DNTO HOLLOWBLbCI S f1.-,1%4=PIN EMBED: INTO MASONRY 1YPE'BI .1%41i `MA.— ULTRiSC »1 :BYE .ELCO °(Fu=177 °KSI. Fy=155'KSI)' 'DIRECTLY' INTO FILLED BLOCKS" y1-3/4'MIN EMSED_INTO MASONRY/ iTYPICAL EDGE -DISTANCE' TKO CONCRETE AND MASONRY/i2,1 " MI ;INOTWOOD STRUC?UR E �t MIN ONTO METAL STRUCTURE) ( 117 v) • • • • •• WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. 'Cr' RE Ewrip hi?with t sm-.4; 1 •t e i"xgsfiuck-C az' Mel& • •ram 1) Engr. JAVAb AHMAD CIVILRA PE fl 70592 CAN. 38 0 2015 PRODUCT REVISED as complying with the Florida BuAcvep a Code a 5-o 42O. of Acceptance No C .itationDate .�►.�.'iw;(. By Miami 'ode Product '7 J N c 0 0 a 4) a0 0 iv 0 UPDATED TO 2014 FBC R. PER RER COMMENTS LO 0 O 0 R N N D 0 m:oc •-_J. W in o N a v 0 W drawing no. M95-13 (sheet 4 of 5 ) MULLION 1.250 MIN. TYPICAL ANCHORS #14 SMS 1 PER ANGLE 2 PER ANGLE MULLION L250 MIN, METAL STRUCTURE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES MULLION TYPICAL ANCHORS #14 SMS 1 PER ANGLE . . 2 PER ANGLE mugmor.lismii_ 3"T110 tr THRU 1BY BUCKS INTO CONC. OR MASONRY .a e • PRECAST CONC. 5[LL' . d 1.250 MIN. a ° e. a\s. EDGE DIST, TYPICAL ANCHORS #14 SMS 1 PER ANGLE 2 PER ANGLE DIRECTLY INTO CONC. OR MASONRY do , ALUM CHANNEL 1"X3/4"X 1"X 1/8" LENGTH TO AT SNUG INTO MULLION TYPICAL ANCHORS 1 PER ANGLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION t . #14 X 3/4 FH SMS 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT 1X4 MULLION ACCESS HOLE H14 S.M.S. 2/ CHANNEL TUBE MULLION TUBE MULLION ANCHOR DETAIL #1 Engr: JAVAD AHMAD CIVIL FLA. PE H 70592 C.A.N.538 2015 • (541ku CD • •••• • • • • •• • • • • • • • •• RDE)UCT REt' Mitt S!j e . np1y Lt g with the + . EataiT;AiG:1 ate i f 1 2.6 Dade PrOdu.. PRODUCT REVISED as complying with the Florida Building Code 15-o42n o7 Acceptance No Ex.ir$tion Date �". ��v� 201,7 By Minn). ade Product Control a 0 O c) d v NO CHANGE THIS SHEET UPDATED TO 2014 FBC REV. PER RER COMMENTS 0) TJ 0 n 0 o O 0 0 0 rn N I ( 0 wJ a u drawing no. M95-13 :sheet 5 of 5) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI_Windows ((Doors) (10100_NW 25rh Street) Miami, FL 33171 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. (Dtl;1"13i-Series "Sentinel 130"Aluminum Fixed Widow1'I.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. I S IMPATC5 TING: Large and Small Missile pact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 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 Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy (NOA-No. 15-0413.03) xpiration'Date: Sep#ember 22, 2020 (Approval Date: June:S, 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) i'1 Manuel P.E. Product Contr' aminer NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1