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1999 WINDOWSf PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date S VCI ( Job Address {{D 1 N e 1 `TN.. zit-A CE Tax Folio p/ 6'c I. /36 '� . t 36 Legal Description tor Ac OIL 2 C G /C- �-/ A No,--e . Historically Designated: Yes No Owner/Lessee / Tenant �- -Cell u 2 2 . C -(-1 .Z Master Permit # 14 e/ Owner's Address / $. � C } l T2 ilR PtC ,�� 1't . A?+� . 5LbrE,s Phone 1. xi 757 Contracting Co. '0 td esc Address Qualifier SS# Phone 7 3 7 'OCrcy State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN C Z S Onou WORK DESCRIPTION Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all . will liance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Mechanical FEES: PERMIT RADON NOTARY Electrical BOND TOTAL DUE Structural Engineer M I�I -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. 7030 N.W. 37 Court Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX. (305) 375.2908 Your application for Product Approval of: PRODUCT CONTROL DIV (305) 375 -2902 FAX (305) 372.6339 Series 8500 Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1204.01 Expires:08 /31/2001 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sc PRODUCT REVIEW COMMITTEE_ This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/25/1999 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Lawson Industries, Inc. ACCEPTANCE No.: 98- 1204.01 APPROVED : FEB 2 5 1999 EXPIRES AuEust 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 0901.11 which was issued on October 3, 1994. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 8500 Aluminum Horizontal Sliding Window (Standard) and its components shall be constructed in strict compliance with the following documents: Drawing No. LTU- 8500 -2, titled "Lawson Industries, Inc. Series -8500 Horizontal Rolling Window" Sheets 1 through 3 of 3 dated 08/01/98, 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 Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 . Manue P- rez, P.E. Product Co • . Examiner Product - of Division ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last •age 3. AP Manuel 'er z, P.E. Product C. .1 Examine Product ontrol Division. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 98- 1204.01 APPROVED FEB 2 5 1959 EXPIRES 'Aaust 31, 2001 METRO - Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of: Aluminum Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W97 -11, Streets 1 thru 4 of 4. (For listing, see section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3 This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0721.05 (Revises No.: 95- 0630.06) Expires:09 /07/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11 /13/97 -1- Internet mail address: postmaster ©buiidingcodeonline.com .41 . mow..... METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 2 APPROVED NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Aluminum Fixed Window 1.3 Overall Sizc(Tested units) 1.3.1 77 -1/2" wide by 59 -1/2" high by 1 -7/8" deep (3/16" tempered glass) 1.3.2 74 -1/4" wide by 51" high by 1 -7/8" deep (1/4" annealed glass) 1.3.3, 74 -1/4" wide by 37 -1/4" high by 1 -7/8" deep (3/16" annealed glass) 1.3.4 96" wide by 48" high by 1 -7/8" deep (1/4" annealed glass) 1.3.5 54 -1/2" wide by 63" high by 1 -7/8" deep (3/16" annealed glass) 1.4 Configuration 0 1.5 No. & Size of Vents: None. Fixed glass in frame. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material: 2.2.1.1 3/16" tempered glass. (Up to 32 Ft') 2.2.1.2 1/4" annealed glass. (Up to 26 FT 2.2.1.3 3/16" annealed glass. (Up to 19 FT 2.2.2 Glazing Method: Exterior or interior glazed using a' /" wide x 3/64" thick silicone adhesive bedding compound and an extruded aluminum '/" x '/" x '/" x .062" glazing bead, secured.with clear silicone sealant. Glass bite is' / ". 2.2.3 Daylight Opening: 2.2.3.1 74 -7/8" wide by 56 -7/8" high (3/16" tempered glass) 2.2.3.2 71 -1/2" wide by 48 -1/2" high (1/4" annealed glass) 2.2.3.3 71 -3/8" wide by 34 -3/8" high (3/16" annealed glass) 2.2.3.4 93 -3/8" wide by 45 -3/8" high (1/4" annealed glass) 2.2.3.5 51 -7/8" wide by 60 -3/8" high (3/16" annealed glass) 2.3 Panel Construction: N /A. Manu Perez, P.E. Product Produ ontrol Division trol Examiner Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 - 2b - APPROVED EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS See Drawing No. W97 -11, Sheet 2 of 4 for Anchor details and Sheets 3 & 4 of 4 for "Design Load Capacity" tables of windows for each #10 SMS and 3/16" Tapcons anchoring options. Note: Please see note #1 1, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.W97 -11, Sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 This document revises Notice of Acceptance No. 95- 0630.06 dated September 7, 1995. 6.5 Note: The installation of this unit will require a hurricane protective system. Manuel ' erez, P.E. Product Coni0 Examiner Produc •ntrol Division : MOV 1 3 1997 1.1 1 L'...J LU, TEST TEST LOADS DESIGN LOADS AIR INFILTRATION a 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.04 CFM /FT FTL -1162 AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds (3/16 tempered) +69.3 PSF FTL -I 162 +69.3 PSF FTL -1162 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16" tempered) -69.3 PSF FTL -I 162 -69.3 PSF FTL -1 162 WATER RESISTANCE (PSF) SFBC PA 202 -94 +16.5 PSF FTL - I 162 +110.0 PSF FTL -1162 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds (3/16" tempered) +91.0 PSF FTL -I 162 +60.7 PSF FTL -1 162 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16" tempered) -91.0 PSF FTL -1162 - 60.7PSF FTL -1162 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 Not Required Design Pressure Rating (Positive) Design Pressure Rating (Positive) +45.0 PSF +60.7 PSF Design Pressure Rating (Negative) -45.0 PSF -60.7 PSF / .L 1 LJJ 1 U. TEST TEST LOADS DESIGN LOADS GLAZING: 1/4 "Annealed Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) 0.00 CFM /FT' HETl -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +45.0 PSF HET1 -96 -1061 +45.0 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -45.0 PSF HETI -96 -1061 -45.0 PSF HETI -96 -1061 WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF HETI -96 -1061 +133.3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +68.0 PSF HETI -96 -1061 +45..3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -85.0 PSF HETI -96 -1061 -56.6 PSF HETI -96 -1061 Design Pressure Rating (Positive) +45.0 PSF Design Pressure Rating (Negative) -45.0 PSF i 1 Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 7. TESTS PERFORMED • • APPROVED : NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS LILTS: LTS: -2c- Manuel Product erez, P.E. Product ontrol Division of Examiner /•`t £LUAU. -..- TEST TEST LOADS DESIGN LOADS GLAZING: l/4 "Annealed Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) 0.00 CFM /FT HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +35.0 PSF HETI -97 -1096 +35.0 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -35.0 PSF HETI -97 -1096 -35.0 PSF HETI -97 -1096 WATER RESISTANCE (PSF) SFBC PA 202 -94 +25.0 PSF HETI -97 -1096 +166.6 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +52.0 PSF HETI -97 -1096 +34.7 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -52.0 PSF HETI -97 -1096 -34.7 PSF HETI -97 -1096 Design Pressure Rating (Positive) +40.0 PSF +35.0 PSF Design Pressure Rating (Negative) - -35.0 PSF 1 . . ) 1 L U 1 v. TEST TEST LOADS DESIGN LOADS GLAZING: 3/16 "Annealed Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.00 CFM /FT HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +40.0 PSF HETI -96 -1061 +40.0 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -40.0 PSF HETI -96 -1061 -40.0 PSF HETI -96 -1061 WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF HETI -96 -1061 +133.3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds . +60.0 PSF HETI -96 -1061 +40.0 PSF HETI -96 -1061 UNIFORM STATIC FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -60.0 PSF HETI -96 -1061 -40.0 PSF HETI -96 -1061 Design Pressure Rating (Positive) . +40.0 PSF Design Pressure Rating (Negative) -40.0 PSF Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 7. TESTS PERFORMED continued • • LTS: LTS: - 2d - APPROVED : Nov 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 41j Manuel • erez, P.E. Product C 'Examiner Product ontrol Division 1 .J a AAV a v. TEST TEST LOADS DESIGN LOADS GLAZING: 3/16 "Annealed Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.00 CFM /FT HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +48.2 PSF HETI -97 -1096 +48.2 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -48.2 PSF HETI -97 -1096 -48.2 PSF HETI -97 -1096 WATER RESISTANCE (PSF) SFBC PA 202 -94 +25.0 PSF HETI -9 -1096 +166.6 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds. +72.0 PSF HETI -97 -1096 +48.0 PSF HETI -97 -1096 UNIFORM STATIC FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -72.0 PSF HETI -97 -1096 -48.0 PSF HETI -97 -1096 Design Pressure Rating (Positive) . +48.0 PSF Design Pressure Rating (Negative) -48.0 PSF Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED continued • RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite rectangular picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 1162, dated June 1, 1995, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite rectangular picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI - 96 - 1061, dated Oct. 09, 1996, signed and sealed by Hector M. Medina, P.E. - 2e - Manu Pe ez, P.E. Product • rol Examiner Produc Control Division Gopi Glass Sales & Service Corp. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.3 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • along with installation diagram of an aluminum single lite elliptical top arch picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI -97 -1096, dated May 06, 1997, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite standing arch picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI -97 -1097, dated May 06, 1997, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Gopi Glass Sales & Service Corp. - Single Lite Picture Window. 8.2.2 Drawing No. W97 -11, Gopi Glass Corporation, "Gopi Picture Windows" Sheets 1 thru 4 of 4, prepared by Al- Farooq Corporation, dated 06/24/97, revised on 10/31/97, signed and sealed by Humayoun Farooq, P.E. 8.3 Calculations: 8.3.1 Comparative analysis, prepared by Al Farooq Corp. dated June 27, 1995, signed and sealed by Humayoun Farooq, P.E. 8.3.2 Comparative analysis and anchor calculations prepared by AI- Farooq Corporation, dated 07/08/97, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Design Load Capacity" charts on Drawing No. W97 -11, Sheets 3 for #10 SMS and 4 for 3/16" Tapcons of 4, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevations of the different configurations, cross sections and for anchoring details, see Drawing No. W97 -11, Sheets 1 and 2 of 4, bearing the Dade County Product Control approval stamp. -2f- ACCEPTANCE No.: 97-0721.05 APPROVED WOV 1 3 1997 EXPIRES : September 07, 1999 / • Manuel 'erez, P.E. Product Produc •ntrol Division 1 Examiner Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED : { fly 1 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS (.Renewal of th Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product,for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance.contains pages 1, 2, 2(a) through 2(f) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. // Manuel erez, P. E., Product Co Examiner Produ Control Division END OF THIS ACCEPTANCE - 3 - 1.875 --1 1 .062 .328 EL 1.328 I .062 I _1 FRAME I.G. WINDOW 6063 -T5 .50 0 —U T AIM -.062 GLAZING STOP 6063 -T5 r 1.875 —1 .062 TYP �-- �' 8 11 12 .81 II t L�1 FRAME O.G. WINDOW 6063 -T5 A A OR B DIM. A OR B -i DIM. TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4' ANNEALED OR 3/16' TEMPERED USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED A OR B DIM. A OR B DIM. NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDf11ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALT. SHAPES ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UN ES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. SINGLE LITE PICTURE WINDOWS Engr. DR. HUMAYOUN FAROOC STRUCTURES FLA. PE / 16557 A❑RB DIM. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAR BY PRODU ONTRGL DIV'S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N091 -1121. 05 i c3 ) V) O z W 0_ r 0 1 0 O 1 d m N ) 0 a 'C 0 b .O 0 0 b 0 0 1 drawing no. W97 -11 (sheet 1 of 4 1 i i i 1 1 1 : 4 - 4 i 1 1 1 1 1 1 1 1 1 M- 6' TYP L -I 12' AVG. SPACING TYPICAL A OR B 1.875 --1 1 .062 .328 EL 1.328 I .062 I _1 FRAME I.G. WINDOW 6063 -T5 .50 0 —U T AIM -.062 GLAZING STOP 6063 -T5 r 1.875 —1 .062 TYP �-- �' 8 11 12 .81 II t L�1 FRAME O.G. WINDOW 6063 -T5 A A OR B DIM. A OR B -i DIM. TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4' ANNEALED OR 3/16' TEMPERED USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED A OR B DIM. A OR B DIM. NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDf11ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALT. SHAPES ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UN ES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. SINGLE LITE PICTURE WINDOWS Engr. DR. HUMAYOUN FAROOC STRUCTURES FLA. PE / 16557 A❑RB DIM. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAR BY PRODU ONTRGL DIV'S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N091 -1121. 05 i c3 ) V) O z W 0_ r 0 1 0 O 1 d m N ) 0 a 'C 0 b .O 0 0 b 0 0 1 drawing no. W97 -11 (sheet 1 of 4 O °d. ° • 4 € 10 SMS OR 3/16'x2 -1/4' TAPCON @ 6' FROM ENDS L 12' 0.C. TYP. * 10 SMS OR 3/16'x2 -1/4' TAPCON E 6' FROM ENDS L 12' O.C. TYP. ° 1 BY OR 2 BY W000 BUCK GLASS AS PER TABLE 3/16'— ANNEALED 1/4' — ANNEALED 3 /16'— TEMPERED 1 BY OR 2 BY WOOD BUCK INSIDE GLAZED WINDOW 1/4' SHIM MAX. 1/4' MAX. SHIMS • li DADE COUNTY APPROVED MUWON & MUWON ANCHORS • 4 _ A 10 S.M.S. 0 12" 0.C. 4 • • • • ^ 3/16'x2 -1/4' TAPCON € 6' FROM ENDS L 12' O.C. TYP. * 10 SMS OR 3/16'x2 -1/4' TAPCON @ 6' FROM ENDS 6 12' ❑.C. TYP. _� • • 1/4' MAX. *1111% SHIMS u I 1/4' SHIM MAX. 1 BY OR 2 BY WOOD BUCK A ° a . ea OUTSIDE GLAZED WINDOW Yy TIC ,,. 411 0 • 1 •t: GLASS AS PER TABLE 3 /16'— ANNEALED 1/4' — ANNEALED 3 /16'— TEMPERED f 10 S.M.S. 0 12 O.C. DADE COUNTY APPROVED MUWON & MUWON ANCHORS * 10 SMS OR 3/16'x2-1/4' TAPCON @ 6' FROM ENDS L 12' 0.C. TYP. WOOD BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS 10 SMS WfTH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT Engr. DR. HUMAYOUN FAROOQ SIRUCNRES FLA. PE f 16557 APPROVED AS COMPLYING WITH TRf SOUTH FLORIDA BUILDING CODE DAT 1 00 BY YAMTArTO PRODUI •NTROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 612).6•Ci 3 O 0 z w 0 a a O ao 0 N E n N 0 O 0 0 O C u 0 3 ( ' no. W97 -1 1 sheet 2 of 4 DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B 19 -1/8" 26-1/2" 37" 53-1/8" 19 -1/8' 26 -1/2' 37' 53-1/8" 19-1/8" 26 -1/2" 37" 53-1/8" 19-1/8" 26-1/2" 37" 53-1/8' 19 -1/8" 26-1/2" 37' 53-1/8' A/B 26" 38 -3/8" 50 -5/8" 63" 74-1/4" 3/18" - ANNEALED EXT. 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 53.3 40.3 67.0 51.3 40.2 INT. 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 . 29.4 68.8 53.3 40.3 67.0 51.3 40.2 1/4" - ANNEALED EXT. 120.0 88.3 88.3 76.7 104.9 86.6 62.0 59.8 97.1 77.0 62.0 45.3 92.9 72.0 57.7 43.2 90.4 69.2 54.2 INT. 109.2 80.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9 72.0 56.4 39.3 90.4 69.2 54.2 3/16" - TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. 109.2 80.3 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW • COMPARATIVE ANALYSIS CHART BASED ON HET1 -96 -1061 OF 10 -09 -96 0 TEST SIZE = 37-1/4" X 74-1/4" TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 3/16" - ANNEALED TEST SIZE = 51" X 74 -1/4' TEST LOADS = +68.0, -75.0 PSF DESIGN LOADS = +4.5.0, -45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4" - ANNEALED BASED ON FTL -1162 OF 6 -1 -95 © TEST SIZE = 59 -1/2' X 77 -1/2" TEST LOADS = +91.0, -91.0 PSF DESIGN LOADS = +60.7, - 60.7PSF WATER INFILTRATION TEST = 16.5 PSF TESTED GLASS = 3/16" - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B 24" 36' 48" 60" 24" 36" 48" 60" 24" 36" 48' 60" 24" 36" 48" 60" 24" 36' 48" 60" 24" 36" 48" 60" 24" 36" 48' 60" 24" 36" 48' 60' 24" 36" 48" 60" A/B 24" 36" 48" 60" 7 84" 96" 108" 120" 3/16" - ANNEALED EXT. 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62.0 41.4 31.0 31.0 58.1 41.4 55.8 41.3 54.3 49.9 44.3 INT. 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62.0 41.4 31.0 31.0 58.1 41.4 55.8 41.3 54.3 49.9 44.3 1/4" - ANNEALED EXT. 95.6 94.2 83.7 78.5 94.2 63.8 63.8 59.8 83.7 63.8 47.8 47.8 78.5 59.8 47.8 38.3 75.3 55.8 47.1 73.2 53.3 71.8 47.9 65,4 42.5 58.8 INT. 87.0 87.0 83.7 78.5 87.0 58.0 58.0 58.0 83.7 58.0 43.5 43.5_ 78.5 58.0 43.5 34.8 75.3 . 55.8 43.5 73.2 53.3 71.8 47.9 65.4 42.5 58.8 3/16" - TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 INT. 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 87.0 58.0 43.5 87.0 58.0 87.0 58.0 Engr. DR. HUMAYOUN FAROOQ STRUCTURES Fly. PE J 1E-‘57 NOV 0 3 1997 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T ► .�. M . E� 1997 BY PRODU' • 1 , TROT DIV,S.OM BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q"7 6721.06 J O O O en U a: n w ° z ° O < 4 . Q O n oaN L Tiw W N - J c 0 . c 0 v n 0 O • c. drawing no. W97 -1 1 sheet 3 of 4 ) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/18" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/18" - TEMPERED A/B A/B EXT. INT. EXT. INT. EXT. INT. A/B A/B EXT. INT. EXT. INT. EXT, INT. 19 -1/8" 26-1/2" 37" 53-1/8" 26 _ 77.9 77.9 120.0 120.0 110.0 175.7 24" 36" 48" B0" 24" 62.1 62.1 95.6 95.6 110.0 140.0 57.3 57.3 88.3 88.3 110.0 129.2 62.1 62.1 94.2 94.2 110.0 139.0 62.0 62.0 83.7 83.7 110.0 123.6 57.3 57.3 88.3 88.3 110.0 129.2 56.8 56.8 76.7 76.7 110.0 113.3 58.1 58.1 78.5 78.5 110.0 115.8 19-1/8" 26 -1/2" 37" 53 -1/8" 38 -3/8" 77.7 77.7 104.9 104.9 110.0 154.9 24" 36" 48" 60" 36" 62.1 62.1 94.2 94.2 110.0 139.0 56.2 56.2 86.6 86.6 110.0 126.8 41.4 41.4 63.8 63.8 100.3 93.3 40.3 40.3 62.0 62.0 97.6 90.8 41.4 41.4 63.8 63.8 98.8 93.3 41.4 41.4 59.8 59.8 88.3 88.3 38.8 38.8 59.8 59.8 90.7 87.6 19-1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 72.0 72.0 97.1 97.1 110.0 143.4 24" 36" 48" 60" 48" 62.0 62.0 83.7 83.7 110.0 123.6 56.2 56.2 77.0 77.0 110.0 113.7 41.4 41.4 63.8 63.8 98.8 93.3 40.3 40.3 62.0 62.0 94.7 90.8 31.0 • 31.0 47.8 47.8 75.2 70.0 29.4 ' 29.4 45.3 45.3 71.3 66.4 31.0 31.0 47.8 47.8_ 75.2 70.0 19 -1/8" 26 -1/2" 37" 53-1/8" 63" • 68.8 68.8 92.9 92.9 110.0 137.1 24" 36" 48" 60" 60" 58.1 58.1 78.5 78.5 110.0 115.8 41.4 41.4 59.8 59.8 88.3 88.3 53.3 53.3 72.0 72.0 106.3 106.3 - - 47.8 47.8 75.2 70.0 40.3 40.3 57.7 57.7 85.1 85.1 - - 38.3 38.3 60.2 56.0 - - 43.2 43.2 67.9 63.2 19 -1/8" 26-1/2" 37" 53-1/8" 74 -1 4" / 67.0 67.0 90.4 90.4 110.0 133.5 24" 36" 48" 60" �" 72 55.8 55.8 75.3 75.3 110.0 111.2 41.3 41.3 55.8 - 55.8 82.4 82.4 51.3 51.3 69.2 69.2 102.2 102.2 - - 47.1 47.1 69.5 69.5 40.2 40.2 54.2 54.2 80.1 80.1 - - - - 60.2 56.0 - - - - 65.2 63.2 24" 36" 48" 60" 84" 54.3 54.3 73.2 73.2 108.1 108.1 - - 53.3 53.3 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60" 96 49.9 49.9 71.8 71.8 105.9 105.9 - - 47.9 47.9 76.0 76.0 - - - - 61.8 61.8 - - - - - - 24" 36" 48" 60" 108" 44.3 44.3 65.4 65.4 104.3 104.3 - - 42.5 42.5 74.1 74.1 - - - - - - - - - - - - 24" 36" 48" 60" 120" - - 58.8 58.8 103.0 103.0 - - - - 72.7 72.7 - - - - - - - - - - - - 1 • Engr. DR. HU,MYOUN FAROOQ STRUCTURES FLA. PE # 1 0557 NOV 0 3 199 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT NOVEHB ?� 19 9 '7_ BY PROD N TROL DIV,S.011 BUILDING CODE COMPLIANCE OFFICE ACCEPIANCE NO. g7 l z °p C7 0 b 4w o° o M21 N y p n o FE a o v, o w 0 Z M O o c M Q o � � rrN 0 pig ui W w n 1 Z, W `L F c � • N 0 0 � C (sheet 4 of 4 c c 0 0. 0 H v .0 0 0 0 drawing no. W97 -1 1 BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 AF -10520 1 FLANGE FRAME HEAD 6063 -T5 ALUM. 2 AF -10597 1 FLANGE FRAME SILL 6063 -T6 ALUM. 3 AF -10596 2 FLANGE FRAME JAMB 6063 -T6 ALUM. 4 AF -10521 1 FRAME FIXED RAIL - STD. 6063 -T6 ALUM. 5 AF -10522 1 VENT MEETING RAIL - STD 6063 -T6 ALUM. 6 AF -10524 1 VENT TOP /BOTTOM RAIL 6063 -T5 ALUM. 7 AF -10523 1 VENT JAMB RAIL 6063 -T6 ALUM. 8 L -768 AS REQD. GLAZING BEAD ( 3/16' ) ROLL FORMED ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -015 AS REQD. INSTALLATION SCREWS #10 X 1 1/4' PHILLIPS 11 L -770 AS REQ'D. VENT -JAMB RAIL WISP. 1/4' DIA. BULB - VINYL 12 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187'x.210' (7820- 6001 -9) 13 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' (7834- 6001 -7) 14 PWS -004 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' (7930- 6001 -9) 15 L -7512 NONE EXTERIOR FALSE MUNTIN 16 L -7513 NONE INTERIOR FALSE MUNTIN 17 L -722 AS REQD. SASH FACE GUIDE (2 X VENT HOR. RAIL) 18 L -763 2 SASH ROLLER HOUSING 19 L -764 2 SASH ROLLER / WHEEL 20 AF -10595 1 SILL TRACK INSERT 6063 -T5 ALUM. 21 AF -10240 2 / VENT VENT LATCH 6063 -T6 ALUM. 22 L -7523 2 VENT LATCH SPRING 23 GlsCht -1 - GLASS CHART I/I 24 ScrCht -1 - SCREEN CHART 25 L -7547 1 PRODUCT LABEL INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; BASED ON MTL -15982 & REF. TO FTL -2121 MINIMUM REQUIRED FASTENER AS TESTED ( SEE ELEVATION FOR LOCATION & SPACING ) SILL #8 X 1 1/2" FH —SMS at a mox, of 6" from ea. end and 13 1/4" o.c. HEAD: #8 x 1 1/2" Fl—SMS of a mox. of 6" from eo. end & 11 3/4" o.c. JAMBS: #8 X 1 1/2" FH —SMS of o mox. of 6" from eo. end & 16" o.c. INSTALLATION SCREWS — SEE NOTES FOR SPACING 60' HEIGHT 6' R.vieed O --I 1/4' 0.C. MAX. Rawioa Notaa: Reference_ 32' NOTES: 1. P. T. WOOD BUCKS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR DESCRIBED IN THIS LAYOUT APE AS PER TEST UNIT. OTHER CONDITIONS To BE ENGINEERED SEPARATELY. 3. ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED AT THE SCREW HEAD WITH A SEAM — SEALANT. N. ERAZO Seal Commercial tolerances apply unless noted othervtsa. 35 1/2' —I 11 3/4' O.C. MAX. Date Ormun 08 -1 -98 Date Revised: I/2" = l" --I 13 1/4' 0.C. MAX. 118' JIDTH 1 ELEVATION SERIES -8500 HORIZONTAL ROLLER WINDOW TEST UNIT PERFORMANCE SUMMARY BASED ON MTL -15982 & REF. TO FTL -2121 TEST SIZE = 9' — 10" X 5 — 0 — FLANGE ( XOX ) TEST LOADS = +61.0. —61.0 PSF DESIGN LOADS = +40.66. —40.66 PSF WATER INFILTRATION TEST = 6.8 PSF (2 1/16" hi sill) WATER INFILTRATION TEST = 9.1 PSF (2 5/8" hi sill) TESTED GLASS = 3 /16 "— ANNEALEQ NOTE: The installatio of this unit will re • u're a ur lc : ne AWE INDUSTRIES,INC 11 3/4' O.C. MAX.' 6' 1 i% i% 0== rotective s stem. Serlea /Model 8500 Port Clow Prod CabDory H.S. SERIES - 8500 HORIZGNTAL ROLLING WINDOW - TEST UNIT 118 "w. X 60'h. XOX - FLANGE FRAME w/ 3/16" ANNEALED GLASS. BILL OF MATERIALS, ELEVATION, INSTALL,•.TION NOTES & TEST UNIT PERFORMANCE R.vv+on Level: Draw Class: LAYOUT Part Number? 8.0.M. \ TEST UNIT 9500 -98 Draannp M+onL.r Re/eretscs Maeldeer : L -8500 -2 (1) 6' 1 16' O.C. 1 1 16' o.c. APPROVED AS COMPLY:NG 'VIITH THE SOUTH FLCRiDA BUILDING CODE DATE 8Y PRODI T ^':TRDL OIV!S ON BUIID;NS CODE COMPLIANCE OFFICE ACCEPTANCE NO 5 6'1 ry . n 1 /tern: TEST LTU- 8500 -2 Skeet: 48' d 1\ MANUFACTURERS OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 (305) 696 -8660 1 of . .,„„„aoaaa\„,aaw. 4 5 OPENING ao MWaW it a,.. 3/16' CONC. FASTENER C•TAPCON') 1 1/4' MIN. EMBED. INTO CONC. 2 2 3/4' FROM CORNERS C SEE NOTES FOR SPACING ) PERIMETER CAULKING (8Y OTHERS ) 0 O e 4 4 4 a 4 a AO O 4 4 O 4 1/4' MAX. SHIM 0 CLEAR SILICONE BEDDING COMPOUND 3/16' -ANN. GLASS 2 5/8" MTV w BILL MN 3/16' -ANN. GLASS WINDOW WIDTH INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT: BASED ON MTL -15982 .k REF. TO FTL -2121 MINIMUM REQUIRED FASTENER AS TESTED ( SEE ELEVATION FOR LOCATION & SPACING ) SILL: #8 X 1 1/2" FH -SMS at o mox, of 6" from eo. end and 13 1/4" o.c. HEAD: #8 x 1 1/2" FH -SMS of a max. of 6" from eo. end & 11 3/4" o.c. JAMBS: #8 X 1 1/2" FH -SMS of o mox. of 6" from eo. end & 16" o.c. Commercial tolerances apply unless noted otherwise. SERIES -8500 HORIZONTAL ROLLEF. WINDOW TEST UNIT PERFORMANCE .SUMMARY BASED ON MTL -15982 & REF. TO 7:_ TEST SIZE = 9' — 10" X 5' — C" — FLANGE ( XOX ) TEST LOADS = +61.0. —61.0 PSF DESIGN LOADS = +40.66. —40.66 PSF WATER INFILTRATION TEST = 6.8 PSF (2 1/16" hi sill) WATER INFILTRATION TEST = 9.1 PSF (2 5/8" hi sill) TESTED GLASS = 3/16 " — ANNEALED NOTE: The installation of this unit will require a hurricane protective system, 1/4' SHIM MAX PERIMETER CAULKING (BY OTHERS ) 4 4 4 4 4 a Rafaronce thOn4er L- 8500 -2 (2) 3/16' X 2 1/4' TAPCON W/ 1 1/4' MIN. EMBED. INTO CONC. SEE INSTALLATION NOTES FOR FASTENER SPACING O 4 O 4 4 4 4 4 2 1 16" towtoUO 611L) 3/16" X 2 -1/4' TAPCONS 2 6' FROM CORNERS S 13 1 /4' O.C. MAX. NOTES: 1. P. T. WOOD BUCKS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 3. ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED AT THE SCREW HEAD WITH A SEAM- SEALANT. Revision Nolan Darn ey: N. ERAZO Revived By: Re /erenee: Dave Drawn: 05 -5 -98 Data Rawieed Seals. 1/2" = 1" V\TS O N M030N WT 3 thS OF WINDOWS & DOORS 77 MIAMI, FLORIDA 33147 INDUSTRIES,INC (305) 696 -8660 Draw Class: LAYOUT Part Claw I prod Cateyary: N.S. Yard Monads. ASSEMBLY\TEST UNIT \8500 -98 Series/Modet: 8500 I /tern TEST Shoat: 2 of 3 SERIES -8500 ROLLING - FLANGE FRAME WINDOW - TEST UNIT ASSEMBLY LAYOUT & DETAILS, INSTALLATION NOTES, ELEVATION, INSTALLATION DETAILS, GENERAL NOTES & TEST UNIT PERFORMANCE Ormiag thanker: LTU- 8500 -2 Rewdon Leval: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE - .� . 1 c 1 EY PRODLi, ' 7 ^OL Otv:,:o BUILDING CODE C0W'L :A`ICE OFFICE ACCEPTANCE ND iii - l 20 t. o SERIES: HS -8500 (XO or OX SIZES ONLY) WINDOWS WITH 3 /16 "- ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF WIDTH HEIGHT EXT. 1NT. 24' 24' 45.33 121.3 36' 36' 45.33 121.3 48' 24' 45.33 121.3 60' 121.3 45.33 121.3 72' 24' 45.33 121.3 24' 36' 45.33 90.7 36' 60.66 45.33 90.7 48' 36' 45.33 90.7 60' 24' 45.33 90.7 72' 36' 45.33 90.7 24' 60.66 45.33 68.0 36' 66.0 45.33 68.0 48' 48' 45.33 68.0 60' 36' 45.33 66.0 72' 60.66 45.33 60.5 24' 48.4 45.33 54.4 36' 45.33 54.4 48' 60' 45.33 54.4 60' 45.33 48.4 72' 45.33 43.2 SERIES: HS -8500 (XO or OX SIZES ONLY) " - ANNEALED GLASS WINDOWS WITH 3/16 WINDOW DIMS. DESIGN LOAD - PSF WIDTH HEIGHT EXT. 1NT. 24' 24' 60.66 121.3 36' 60.66 121.3 48' 60.66 121.3 60' 60.66 121.3 72' 60.66 121.3 24' 36' 60.66 90.7 36' 60.66 90.7 48' 60.66 90.7 60' 60.66 90.7 72' 60.66 90.7 24' 48' 60.66 68.0 36' 60.66 68.0 48' 60.66 68.0 60' 60.66 66.0 72' 60.5 60.5 24' 60" 60.66 54.4 36' 60.66 54.4 48' 60.66 54.4 60' 54.0 48.4 72' 48.2 43.2 SERIES: HS -8500 (XOX SIZES ONLY) WINDOWS WITH 3 /16 "- ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF WIDTH HEIGHT EXT. INT. 84' 24' 45.33 121.3 96' 45.33 116.8 108' 45.33 102.9 84' 36' 45.33 84.3 96' 45.33 73.0 108' 45.33 64.3 84' 48' 45.33 61.3 96' 45.33 53.1 108' 45.33 46.8 84' 60' 45.33 48.1 96' 41.7 41.7 108' 45.33 x 43.0 IN SERIES: HS -8500 (XOX SIZES ONLY) WINDOWS WITH 3 /16 "- ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF WIDTH HEIGHT EXT. 1NT. 84' 24' 60.66 121.3 96' 60.66 116.8 108' 60.66 102.9 84' 36' 60.66 84.3 96' 60.66 73.0 108' 60.66 64.3 84' 48' 60.66 61.3 96' 60.66 53.1 108' 60.66 46.8 84' 60' 48.1 48.1 96' 41.7 41.7 108' 48.0 it 43.0 x SERIES: HS -8500 (XO or OX SIZES ONLY) WINDOWS WITH 3/16 " - ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF WIDTH HEIGHT EXT. 1NT. 37' 26' 45.33 121.3 53 1/8' 45.33 121.3 74' 45.33 121.3 37' 38 3/8' 45.33 85.1 53 1/8' 45.33 85.1 74' 45.33 85.1 37' 50 5/8' 45.33 64.5 53 1/8' 45.33 64.5 74' 45.33 55.0 37' 63' 45.33 51.8 53 1/8' 45.33 47.4 TEST UNIT PERFORMANCE SUMMARY BASED ON MTL -15982 & REF. TO FTL -2121 TEST SIZE = 9 - 10" X 5' - 0" - FLANGE ( XOX ) TEST LOADS = +61.0 -61.0 PSF DESIGN LOADS = +40.66, -40.66 PSF WATER INFILTRATION TEST = 6.8 PSF (2 1/16" hi silt) TESTED GLASS = 3 /16 "- ANNEALED ON) 1/4' ANN. GLASS AT FIXED LITE ONLY NOTE: The installation of this unit will require a hurricane protective system. TEST UNIT PERFORMANCE SUMMARY BASED ON MTL -15982 & REF. TO FTL -2121 TEST SIZE = 9' - 10" X 5' - 0 - FLANGE ( XOX ) TEST LOADS = +61.0. -61.0 PSF DESIGN LOADS = +40.66. -40.33 PSF WATER INFILTRATION TEST = 9.1 PSF (2 5/8" hi sill) TESTED GLASS = 3/ 6 "- ANNEALED Revision Notes: Revised Bv: Reference. N. ERAZO Dots Draw 11 -5 -98 Data Revised Seats: 1/2" = (x) 1/4' ANN. GLASS AT FIXED LITE ONLY SERIES: HS -8500 (X0 or OX SIZES ONLY) WINDOWS WITH 3/ i 6 "- ANNEALED GLASS WINDO1i DIMS. WIDTH 37' 53 1/8' 74' 37' 53 1/8' 74' 37' 53 1/8' 74' 37' 53 1/8' HEIGHT 26' 38 3/8' 50 5/8' 63' DESIGN LOAD - PSF EXT. 60.66 60.66 60.66 60.66 60.66 60.66 60.66 60.66 60.66 60.66 52.8 1NT. 121.3 121.3 121.3 85.1 85.1 85.1 64.5 64.5 55.0 51.8 47.4 AWSON ammo Phones.: L- 8500 -2 (3)_ APPROVED AS COMPLYING WITH THE SOUTH F RIDA BUILDING CODE DAT _ i}R t7� BY PRODUC CO "IT ;OL D!VS UN BUILDING CODE COMPL;ANCE OFFICE ACCEPTANCE NO .q MANUFACTURERS OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 INDUSTPIES,INC (305) 696 -8660 Dims Ctastt: Pat Clam Peed Cat,00.K Ser4ss/Yod,L• /tern: Stuet: LAYOUT H.S. 8500 TEST 3 of 3 SERIES -8500 HORIZONTAL ROLLING WINDOW - TEST UNIT 118 "w. X 60 "h. XOX - FLANGE FRAME w/ 3/16" ANNEALED GLASS & STD. RAILS COMPARATIVE ANALYSIS CHARTS & TEST UNIT PERFORMANCE Part Number- lOnnviAg Number,. _ I Rrv,non ev.c� L ASSEMBLY\TEST UNr \8500 -98 LTU - 8500 - 6.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 - _ STEP 2 STEP 3 STEP 4 STEP STEP 6 ti L -- 2.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT AP PROVAL SPECIFY MAXIMUM SHIM SPACING. • • USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WTTH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 -- 4.000- -- 2.000 TYPICAL GLAZING PRODUCT 1. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WINO LOAD, AIR d: WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL. COVERING (STUCCO, TILE ETC,) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4, ALL MUWONS TO BE ALLOY 6063 —T5. APFROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 1 21 2. 1 3 ENGINEER: HUMAYOUN FAROOQ PE # 165:37 i C t to O_ F 0 et r7 N z � c� o o r ) drawing no. M95 -16 (sheet 1 of 3 ro e N . 20 ' r7ULLJLRV LOAO CHART 1'x2 ALUM. TUBEI 7.o Etta a712 R MUL p:PAN 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAO CHART 4 2 - x5 - x1/8 - ALUM. T1.8E NO ETCCL 02X5 111'1 ■.■.��\ 1....m ".M \1■ EMI 1111■ 111 ■MI■■■ EINIMM ■ ■MIUMM■■ 1■■■► MEMO■ MEMMEMO NEMMEMMEMEMEM 1111E \ \M, ■ ■ \ \ ■MM■ ■ ■ ■111■ ■■ IMIII ■ 11■■■■1■■ ■■111■1\ 1111■.■1111 •■ ► ■■■ ■ ■ ► \FENIMIM ■ ■11A■ NI\\ ■ \ ■, ■■OM ■ ■11 MIIIIIMMERIMMINMEN ■,M \■■ MIMIEL ■ ■■■MOUMEU ■ ■EN 26 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES Fes- MULLION SPAN N - 0 N to O 111M.■■EEMIIM ■1111■'■.■■■•■ . ■ ■11■■■M ®11 ■■ 111111111111M0110111111111111111 1■■■■•11i■►11■ \211■ ► ■ ■ ■ ■111■■ : to (,) 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART • MULLION LOAD CHART 2 x6 - x1 /8 ALUM. TUBE NO ETCU. 0216 1 x3 x1/8 - ALUM. TUBE =.TtEL 071, R 20 30' 46 50 60 70 80 TRIBUTARY WIOTH - INCHES VERTICAL UULUON TRIBUTARY WIDTH = WI + W2 2 11' . .� • ► ::::.► ,. ►1 MULLION LOAD CHART O N EI wal m L 20 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES 1 !! ,,.,lois 1111- i4CHORS munsim sumisa. MISSOIM bRAN TYPE A PICT -A.3 ANCHOR LOAO CHART 30 40 S0 60 76 B0 TRIBUTARY WIOTH - INCHES ANCHORS TYPE A,B. OR -- r z Q n. 2 0 J a I u I i I u I � F-- V1--- L SPAN MULLION LOAO CHART 2 x3 - x1 /8 - ALUM. TLSE ■INEWMEL=I 2A iIL1HiII ANCHOR LOAD CHART PA 20 30 46 50 66 70 86 TRIBUTARY WIDTH - INCHES "11 "„■ ■1 ANCHORS TYPE B 11'1"„ \,1111,,■■■■■■ 11111111■ ∎111 130 ■ ■■ 1\ 11111111111101E ■ ■ ■ ■■ 11 111M111 ■11M11 ■■■■ 1,111 11 \ \\ ■ ■■■■■ 111■1►31R \ \M\.\■11\ ■�M \■1111 ► \11 ■► ■ ■ ■■,1111\'►\ ■•■ ■ ■ ■►0MMIli 26 30 46 50 66 76 80 TRIBUTARY WIDTH - INCHES DAT BY C .2 m N m N fh 20 20 FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Q/ � ; �. -�1 9� 0 bjamiamam ■\■.,■■„■,■■„■■ ■\1.1•■11MINI■IILIE■ ■ ■1111►1 ■ ■ \■ ■11■1■10 M1111111MM ■, 31■„ ■ ■O 111 ■ \1M101■ ■111111■1111■ ■.11E11..■■ ■■■ ■. 111Er ■.1111■\■ •■111121 ..1131■■■■■,.■■ ■1111O ■1■\ ■■►, ■ ■■ 2 x4 - x1 /B" ALUM. TUBE NO ET CO. 0214 LOAD CHART SO 66 70 80 WIDTH - INCHES rwmikumonsomm immummmommam 11111101,1,.,,,.■■ 11 mminuommammomm 111•11► \S ■ ■ ■\ ■ ■ \■ NELIMMINMENIRO 1,11■SSW ■LI■NE IMMIMMINIMINNO ■\■■MM ■11■■ MMENUMNIMMIS ■ ■ \,'i1 Oiiiiiil:11 ■M....... misnammem ■■E■\►►mma ■■Emma ►11: ANO4ORS TYPE C .R7.c S0 60 76 80 WIOTH - INCHES ENGINEER: HUVAYOUN FAR000 PE i 16557 0, c 0 .; < ) ) U 07 0 m 0 v 0 • c C C drowing no. M95 -16 (sheet 2 of 3 MULLI 30 46 TRIBUTARY PRODUCT TROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO aS " j 2I Z • 13 ANCHOR LOAD CHART 30 40 TRIBUTARY 2.000 ANCHORS TYPE 'A! MW 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG 1.500 MIN ' • d'. d : d: MUWON 2 X 2 X 1/8' ALUM ANGLE 1.500 IN PRECAST CONC. SILL 14 S.M.S. 1 -1/4' MIN. EMBED INTO W000 1/ ANGLE f 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. • '•! e. • 3/16 D1A TAPCON 1 1/2' MIN. EIJBED 1/ ANGLE 2.000 MIN 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG 1.500 MW ANCHORS TYPE 'B' 4 • 4• d'. 4• 1 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE d • . d: J111111111 2.000 imw M . a •e 3.000 ANCHORS TYPE 'C MUWON 1111 • , d'. MY! 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LDNG 1.500 MIN DAT BY PRODUC NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY • 1 • A'. d' 4 CONCRETE OR CONC. FILLED BLOCKS d. d• NTROL DIVISION 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE IIIN - - 3.000 WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED, E?JCWEEt HUMAYOUN FAROOQ APPROVED AS COMPLYING WITH THE PE 0 16557 SO FLORIDA BUILDING CODE BUILDING CODE COMPLIANCE OFFI Z ACCEPTANCE N0. -1212. 6 -` U (V 2 w d cD t o O U .t j„ N ZLA- CL o < Q ) draw ng no. M95 -16 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:98- 0310.08 (Revises No.: 96- 0206.05) Expires:09 /26/99 Approved:10 /22/98 -1- Internet mail address: postmaster ©buildingcodeonline.com .. •it. MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 New Age Windows & Doors Corp. CONTRACTOR LICENSING SECTION 6940 N.W. 74 Street (305) 375 -2527 FAX (305) 375-2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 37 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 98- 0310.08, Sheets 1 thru 3 of 3. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. -_ - This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE •This application for Product Approval has been reviewed by the Metropolitan Dade County Building • Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /w*w.buildingcodeonline.com New Age Windows & Doors, Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 96- 0206.05, which was issued on September 26, 1996. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following document: Drawing No. W95 -45, Sheets 1 thru 3 of 3 titled "Aluminum Single Hung Window ", dated 10/17/95 with revision A dated 09/21/98, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, 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 Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 ACCEPTANCE No.: 98- 0310.08 APPROVED : OCT 2 2 1998 EXPIRES : September 26, 1999 Manu-1 P rez, P.E., Produc Product Control Division trol Examiner New Age Windows & Doors, Co. ACCEPTANCE No.: 98- 0310.08 APPROVED • EXPIRES : September 26, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE -3 ... Manu 1 ' -rez, P.E., Product Product Control Division OCT 2 2 1998 of Examiner DESIGN LOAD CAPACITY - PSF ALUM. SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. 3/18" -ANN. GLASS WIDTH HEIGHT EXT. INT. 19-1/8" 60.0 121.0 26 -1/2" 26° 60.0 121.0 37" (3) • 60.0 89.8 60.0 62.6 53 -1/8 19 -1/8" 60.0 121.0 26-1/2" 38 -3/8" 60.0 113.3 60.0 81.1 37' (4) 53 -1/8 60.0 56.5 19 -1/8" 60.0 121.0 26-1/2" 50 -5/8" 60.0 107.3 60.0 76.9 37 (5) 53-1/8 60.0 53.5 19-1/8" 60.0 121.0 26-1/2' 60.0 97.0 37" 56° 60.0 69.5 53-1/8 (5) 58.7 48.4 19 -1/8° 60.0 121.0 26 -1/2" 60.0 103.5 37" 63° (6) 60.0 74.1 53 -1/8 54.6 51.6 19-1/8" 60.0 121.0 26-1/2" 74 -1/4" 60.0 102.5 (7) 60.0 73.4 37" - 50.1 50.1 II NO, IN PARENTHESIS INDICATE NO. OF ANCH❑ BASED ON FTL -1804 DATED 12 -22 -97 DESIGN LOADS = +50.0, -50.0 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3/16 " - NNEAI D w 0 z 2 1/2" 6 1/4" CD x 0 z 5 3/8" 9 2" 6 1/4" 9 1 7 1/2" - RS PER JAMB. N. u, S 0 z 5 5/8" CD w 1i/2" ti 3 1 /4" Z 4 3 9 3" L- 7 1/2 11" 12" 9 1/2" �^ b 6 /4' 7 1/2" ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS N n 7 1/4" 11 1/4" 10 3/4' 12" 9 1/2" 6 1/4" 9 3/4' 7 1/2" Engr. DR. NUMAYOUN FAR000 STRUCTURES FLA. PE 16557 CENTER ANCHOR 0 HEAD & SILL REQD. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL 53 1/8" WINDOW WIDTH 49 3/4' D.L. OPG. (FIXED) A /// /7 3/16' -ANN. GLASS 49 1/8" D.L. OPG. 50 1/2" VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT P L_ 6 1/4 "MAX. NOTES; I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS ANCHOR EMBEDMENT TO DRESSING OR STUCCO. MUST BE ANCHORED PROPERLY TO TRANSFER • IMPACT RESISTANT SHUTTERS REQUIRED LISTED, SPACED AS SHOWN ON DETAILS. BASE MATERIAL SHALL BE BEYOND WALL APPROVED AS COMPLYING WITH THE SOUTH *MIA. BUILDING CODE DATrO - - 1 • - .9X FPODU • ", ‘Tn"OL DIV.S L BUILD:tiG CODE COMPL ANCE OFFICE ACCEPT: =r CE NO. I lq,_ - O? 1f) • Os c 0 4) 0 0 z 2 w J z J o) n 0 V V) ct 0 0 V) . 3 O U1 0 c o Z 3N� Q Z o� _a Zco M c 0 a U N 0 O z 0 w m of X co 0, drawing no. W95 -45 (sheet 1 of 3 a z 0 0 /TER # PART j RBQD. DESCRIPTION IUTHRUL MANP. /SUPPLIER/RRIURHS 1 - 1 FRAME HEAD 6063 -T6 ' INDALEX OR EQUIV. 2 - 1 FRAME SILL 6063 -T5 INDALEX OR EQUIV. 3 - 2 FRAME JAMB 6063 -T5 BENADA OR EQUIV. 4 - 1 MEETING RAIL 6063-T5 BENADA OR EQUIV. 5 - 1 VENT TOP RAIL 6063 -T5 BENADA OR EQUIV. 6 - 1 VENT BOTTOM RAIL 6063 -T6 INDALEX OR EQUIV. 7 - 2 /VENT SWEEP LATCH AT EACH END OF TOP RAIL ZAMAK - 8 - 2/ VENT VENT SIDE RAIL 6063 -T5 BENADA OR EQUIV. 9 - 2/ CORNER FRAME ASSEMBLY SCREWS - # 10 X 3/4' P.H. PHILIPS CRS 10 - 2/ CORNER VENT ASSEMBLY SCREWS - # 8 X 3/4' P.H. PHILIPS CRS 11 - 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063 -T6 INDALEX OR EQUIV. 12 - AS READ, FIN SEAL PILE (187 X .250) - ULTRAFAB 13 FP- 389 -AV AS READ. BULB WEATHER STRIP (.185 X .250) VINYL PROTOTYPE PLASTICS 14 860 AS READ, BACK BEDDING SILICONE PECORA CORP. 15 - AS READ. GLAZING BEAD ALUMINUM ROLL FORMED 16 3530 2 BLOCK & TACKLE BALANCE 2 5/8' BOX, WINDOW COMPONENTS 17 - 2 TAKE OUT CLIP AT t3' FROM TOP RAIL STEEL AT EACH JAMB TYPICAL ANCHORS SEE ELEVATION FOR SPACING 1/4" DRAIN NOTCH AT EACH END OF INTERM. SILL FLANGE 5/8" DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 1 BY OR 2 BY _ W000 BUCK 4 is e I O 4 Ci 4 WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. G 4 ja a i<1 BY OR 2 BY WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 3/16" TAPCONS WITH 1 -3/8" MIN. EMBED INTO WOOD. THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16" TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND 'PECORA # 860' AND ROLL FORMED ALUM. GLAZING BEAD MIN. GLASS BITE = 1/4" TYPICAL SEALANTS: ALL FRAME AND VENT CORNERS, AND INSTALLATION SCREWS AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS: SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY OR 2 BY WOOD BUCK _ r — Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 VENT WIDTH D.L OPG (VENT) D.L. OPG. (FIXED LITE) EXTERIOR WINDOW WIDTH TYPICAL ANCHORS _ SEE CHART FOR SPACING 1/4' SHIM MAX. 4 4 APPROVED AS COMPLYING W,TH THE SOUTH E1O IDA BU:LD,NG CODE DAT �` •�. _ 9 BY PRODU T CP ROI. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0- .033!_0 • DB CO N n rn CO N CO N N 0 z co rn a 0 0 ( ( n bi C 0 N 0 0 a 0 0 0 i O S Oi 0 c` v drawing no. W95 -45 sheet 2 of 3 .062 TYP. .874 1_ .874 L__ .062 TYP, �I MEETING RAIL 1,187 1.078 1.327 1 I .656 1 FRAME HEAb .812 2.100 .812 1.625 .812 1,812 .437 .875 1.312 .062 TYP. VENT TOP RAIL .054 TYP. VENT BOTTOM RAIL 1.120 �{ .744 .900 VENT LATCH .062 TYP. 2.116 FRAME SILL .583 1.500 1.346 2.733 1 .812 1.039 .062 TYP. SASH SIDE RAIL 1,125 1.301 .062 TYP. L1.374 FRAME JAMB 2.043 VENT TOP CORNER VENT BOTTOM CORNER Engr. DR. HU1AAYOUN FAROOQ STRUCTURES FIA. PE # 16557 FRAME TOP CORNER FRAME BOTTOM CORNER fro 0 0 APPROVED AS COMPLY ?.G W TH THE SOUTH 0 DA BU'L D t: CODE DAT W Q. • • v BY 17/. PROM ? D!V S!ON BUILDING CO)} C.1c'PL!ANCE Orr:OE A4CEPTANCT No. 06. 0 O *I z u') rn Z J 0 0 0 y c O rn > 4) c 0 0 ($) 4) 0 T 4) 0 x x co of oi ) h at 0 e s u o drawing no. W95 -45 sheet 3 of 3 METRO-DADE . Gopi Glass Sales & Services Corp. 4400 N.W. 74 Avenue Miami FL 33166 PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Tube Mullions under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. M95 -16, Sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amrendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this ... product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ' dJexc) Acceptance No.: 51.11111%k 99--:033/ • d a Expires:03 /28/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/28/96 - 1 - Rau Ro• iguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County • Gopi (;lass Sales & Services Corp, 2 HLt. •JI 14•11 \LL` 1 \U.. 7J APPROVED : R 2 8 1996 EXPIRES : WA 2 8 1999 NOTICE, OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Gopi Glass Sales & Services Corp. Aluminum Tube•Mullions (Non reinforced). To be used to support only windows and/or doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1 "x2 ", 1 "x3 ", 1" x 4", 2" x 3", 2" x 4", 2" x 5" or 2 "x6" Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side and top- and -bottom configuration, consisting of two 47 -1/4" wide x 47v high aluminum fixed window units mulled together side -by -side, using a 1" x 3" aluminum tube vertical mullion; and'an aluminum fixed sunburst arch window unit on top, using a 2" x 4" aluminum tube horizontal mullion. Overall dimensions: 95 "wide x 96-1/" high overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizointally, as shown in Section 10. 3.2 Mullions are to be used only to support windows and/or doors, with a current Notice of Acceptance. , 33 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. a 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size (1" x 2 ", 1" x 3" , 1" x 4" , 2" x 3 ", 2" x 4 ", 2" x 5" or 2" x 6 ") on Sheet 2 of 3, Drawing No. M95 -16, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheets 2 and 3 • of 3, Drawing No. M95 -16, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts; must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. Manue ' ez, P.E. Plans Ex yt er II Product Control Division 17op1 171aSS ocrvit.es col j!1 APPROVED • t AA 2.8 1996 EXPIRES 10112 8 1999 Hn TICE-OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 Anchor Type A Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with•one leg, using two #14 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using one #14 SMS x 1 -1/4 " embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) directly into a precast concrete sill with a minimum embedment of 1 -1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -16, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type B Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #14 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using two-per angle #14 SMS x 1 -1/2" min. embedment, spaced 2" apart minimum, as shown on Section "Anchor Type "B ", Drawing No. M95 -16, Sheet 3 of 3, bearing the Dade County Product Control approval stamp . 4.13 Anchor Type C . Two 2" x 2" x 1/8" x 3 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using three #14 SMS, three per angle, spaced 1 -1/2" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -3/4" Tapcon (2 per angle) with a minimum embedment of 1 -1/4 ", spaced 3' apart minimum, as shown on Section "Anchor Type "C ", Drawing No. M95 -16, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners rriust have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". -2a- Manue1-Peiez, P.E. Plans Product Control Division ' Gopi Glass Sales & Services Corp, ■ RESULTS -2b- AL,t -r r LAINl.L 1 \11.: 7J 1414.,J • APPROVED ; MAR 2 8 1996 EXPIRES MAR 2 8 1999 NOTICE ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: , 6.1.1 . This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and iodation, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 63 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 a1o: a with installation diagram of window prepared.by Hurricane Engineering & Testing Inc., Test a Report No. HETI 96 - 512 s dated February 02, 1996, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -16, Gopi Glass Corp., "Mullion Details " Sheets 1 thru 3 of 3, prepared by Al- Farooq Corporation, dated 12/05/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated • 12/06/95, signed and sealed by Humayoun Farooq, P.E. �/. . ':61 "// Manu: 'erez, P.E. Plans aminer II Product Control Division TEST • TEST LOADS DESIGN LOADS IFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -43.0 PSF HETI -96 -512 - 4.0 PSF HETI -96 -512 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE - 64.5 PSF HETI -96 -512 - 43.0 PSF HETI - 96 - 512 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" both on Sheet 2 of 3, of Drawing No. M95 -16,, bearing the Dade County Product Control approval stamp. ' Gopi Glass Sales & Services Corp, ■ RESULTS -2b- AL,t -r r LAINl.L 1 \11.: 7J 1414.,J • APPROVED ; MAR 2 8 1996 EXPIRES MAR 2 8 1999 NOTICE ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: , 6.1.1 . This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and iodation, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 63 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 a1o: a with installation diagram of window prepared.by Hurricane Engineering & Testing Inc., Test a Report No. HETI 96 - 512 s dated February 02, 1996, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -16, Gopi Glass Corp., "Mullion Details " Sheets 1 thru 3 of 3, prepared by Al- Farooq Corporation, dated 12/05/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated • 12/06/95, signed and sealed by Humayoun Farooq, P.E. �/. . ':61 "// Manu: 'erez, P.E. Plans aminer II Product Control Division a - 2c - APPROVED EXPIRES IiWA 2 8 1996 IMP 8 1999 NOTICE•OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" and "Anchor Load Charts" on Drawing No. M95 -16, Sheet 2 of 3, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see Sheet 1 of 3 and for anchoring details, see Sheet 3 of 3, of Drawing No. M95 -16, bearing the Dade County Product Control approval stamp. Manu. ' erez, P.E. Plans E Product Control Division Gopi Glass Sales & Services Corp, ACCEPTANCE No.: 95- 1212.13 IAA 2 8 1996 : WE 281999. APPROVED . EXPIRES • NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original ' submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided td the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. ■ 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. 11 1 1 1 1 1 II : 1 1 1 1 1 • 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner end mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 3 • • f the South Florida Building Code. tner II END OF THIS ACCEPTANCE - 3 - Manu 'erez, P.E. Plans E Product Control Division