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NOA- PLYWOOD DECK
-- - 18© -2 -cam T-? 2 SCANNED Iff4>�.1 ,STON RECEIVED �O FEB 2 7 2018 "!'i 3Y�I.��. AE AIADIy. MIAMI-DADECOUNTY MIAI~llt i� PRODUCT CONTROL SECTION a DEPARTMENT OF REGU ST. Lucie County, Permittin URCES (RER) 11805 SW 26 Street, Room 208 Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Gulf Coast Supply & Manufacturing LLC. 4020 SW 4496 St. I'r �f s' 1 1 C °FD`i ORK Horseshoe Beach, FL. 32648 r� ° "` " � �WJP.CiioANYCaRRECi;0NS 40080 BY FIELD INSPECTORS TFAT SCOPE: & 11 NECESSARY IN ORDER TO This NOA is being issued under the applicable rules and regulations governing t be documentation submitted has been reviewed and accepted by Miami -Dade - P�1B1 County ro uct Control echon to used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expirati (In Miami Dade County) and/or the AHJ (in or material tested for quality assurance purpo manufacturer will incur the expense of such t of such product or material within their jurist determined by Miami -Dade County Product 1 of the applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone i DESCRIPTION: 26 ga. GuMb Roof LABELING: Each unit shall bear a pen statement: "Miami -Dade County Product RENEWAL of this NOA shall be considered in the applicable building code negatively affe date stated below. The Miami -Dade County Product Control Section is other than Miami Dade County) reserve the right to have this product . If this product or material fails to perform in the accepted manner, the ng and the 'AHJ may immediately revoke, modify, or suspend the use ion. RER reserves the right to revoke this acceptance, if it is ltrol Section that this product or material fails to meet the requirements id has been designed to comply with the Florida Building Code the Florida Building Code. over 15/32" Plywood deck label with the manufacturer's name or logo, city, state and following ,l Approved", unless otherwise noted herein. a renewal application has been filed and there has been no change the performance of this product. TERMINATION of this NOA will occur afte' 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 a6matically 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 pages 1 through 6. The submitted�documentation was reviewed byl Alex Tigera. APPROVED J NOA No.: 14-0520.01 Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 1 of 6 CONCEALED FASTENERS ORATTACHMENTS FILE ��PY ANE THE BESPANSIBIL�IYOf THE CONTRAC'tOflQFR�CARD ROOFING SYSTEM APPROVAL: Category Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Steel Deck Type: Wood Maximum Design Pressure-159.25 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 26 ga. GuMb Roof Length: various j TAS 110 26ga. Steel, Flouropan Coated, Ribbed panel. Panel Height:3/4" Width: 36' (coverage) Thickness: 26ga. i (0.0185") I MANUFACTURING LOCATION: 1. I 1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials VLS-004-02-01 ASTM G155 02/22/13 Technologies VLS-005-02-01 ASTM B 117 02/22/13 I Farabaugh Engineering and Testing T270-08A TAS 100 07/18/13 T126-07A TAS 100 07/18/13 Force Engineering and Testing, Inc. 11117-0062T-07A-C II �I TAS 125 07/26/13 NOA No.: 14-0520.01 Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 2 of 6 APPROVED ASSEMBLIES: System: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: 26Ga. GuMb Roof Panel Wood, Non -insulated New Constructionl19/32" or greater plywood or wood plank, or for re-roofing''/32" or greater plywood. 2": 12" or greater See Table A below i Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end?laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 %4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll or any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in Gulf Coast Supply & Manufacturing LLC',s Installation Manual. Metal Panels and Install the "26Ga. GulfRib Roof Panel " and accessories in compliance with Gulf Coast Accessories: Supply & Manufacturing LLC's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 26Ga. GulfRib Roof Panels shall be fastened with a minimum of #9-15 x 1-1/2" woodgrip corrosion resistant screws. Fasteners shall of sufficient length to penetrate through the sheathing a minimum 'of 3/16. Fasteners shall be place in accordance with fastener detail herein as follows: TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures 71.75 psf 159.25 psf Maximum Clip Spacing 24" o.c. 12" o.c. 1. Extrapolation shall not be allowed NOA No.: 14-0520.01 M AMIOAoe coUNrr Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 3 of 6 j.. LIMITATIONS i 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 131 4. All panels shall be permanently labeled,with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. CMIAMIMADEMCOZUNTY ,... 11 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0520.01 Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 4 of 6 PROFILE DRAWINGS DETAIL A FIELD CONDITION ling a min. vs. (optional) NOA No.: 14-0520.01 Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 5 of 6 I I i DETAIL A (CONTINUED) PERIMETER AND CORNER CONDITION END OF THIS ACCEPTANCE ling vs. (optional) NOA No.: 14-0520.01 Expiration Date: 10/23/19 Approval Date: 10/23/14 Page 6 of 6