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Home My WebLink AboutNOA-ROOF PANELMIAM BY M., :*hqP1A6 DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Gulf Coast Supply & Manufacturing, LLC. 4020 SW 449" Street Horseshoe Beach, FL. 32648 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules a d regulations governing the use of construction materials. The documentation submitted has been reviewed and accep ed by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allo, ed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stked below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas othe than Miami Dade County) reserve the right to have this product 1 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. R reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Se, tion that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has b en designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Flori a Building Code. DESCRIPTION: 26 ga. Coastal 5V Roof Panel LABELING: Each unit shall bear a permanent label statement: "Miami -Dade County Product Control ApI RENEWAI, of this NOA shall be considered after a rc in the applicable building code negatively affecting the the manufacturer's name or logo, city, state and following i", unless otherwise noted herein. application has been filed and there has been no change .nance of this product. TERMINATION of this NOA will occur after the expir�tion date or if there has been a revision or change in the materials, use, and/or manufacture of the product or proc ss. Mi!use of this NOA as an endorsement of any product, for . Ill sales, advertising or any other purposes shall automatica � 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 shall be available for inspection at the job site at the This NOA renews NOA# 14-0520.02 and consists of The submitted documentation was reviewed by Alex �d to the user by the manufacturer or its distributors and of the Building Official. I through 5. 7-(, f - V' CMIAMIi!DADECO NOA No.: 19-0807.02 Expiration Date: 08/21/24 Approval Date: 08/15/19 Page I of 5 ROOFING SYSTEm APPROVAL: Category: Roofing Sub-Cate2ory: Metal, Panels (N Material: Steel Deck Type: Wood Maximum Design Pressure -156.5 psf TRADE NAmEs OF PRODUCTS MANUF I Product Dimensions 26 ga. Coastal 5V- I = varies Crimp Roof Panel w = 26" (24" coverage) h = 3/8" Min. Thickness 0.0 18" (26ga.) Min. Yield Strength: 67ksi Trim Pieces I varies w varies Min. Thickness 0.0 18" (26ga.) MANUFACTURING LOCATION: 1. Horseshoe Beach, FL. 2. Sebring, FL. 3. Stuart, FL. EVIDENCE SUBMITTED: Test Agenc Test Identifier PRI Construction Materials VLS-004-02-01 Technologies VLS-005-02-01 OR LABELED By APPLICANT: Test Product ffications Description A'S 110 Corrosion resistant, galvanized, preformed, Valspar coated, prefinished, metal panels. TA� 110 Standard flashing and trim pieces. Manufactured for each panel width. Force Engineering & Testing Inc. 117-0065T-07A-C Test Name/Repor ASTM G 155 ASTM G 23 TAS 125 Date 02/22/13 02/22/13 08/02/13 Farabaugh Engineering and T215-08A TAS 100 08/13/14 Testing, Inc. NOA No.: 19-0807.02 Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 2 of 5 E APPROVED ASSEMBLIES: System A: Deck Type: Deck Description: Maximum Uplift Pressure: 26 ga. Coastal 5V-Crimp Roo Panel Wood, Non -insulated New Construction 19/32" or grea �er plywood or wood plank, or for re -roofing "/32" or greater plywood. See Table A below. Deck Attachment: In accordance with applicable B uilding Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In re�oofing, where the deck is less than "/32" thick (Minimum a "/32") the above attachment meth d must be in addition to existing attachment. %a Underlayment: Minimum underlayment shall be ASTM D 226 Type II installed with a minimurn 4" side - lap and 6" end -laps. Underlaymerit� shall be fastened with corrosion resistant tin -caps and 12 gauge 1 1/4" annular ring -shank nail�, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any pproved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system as�embly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in comp iance with Roofing Application Standard RAS 133 and with Gulf Coast Supply & Manufc ring LLC's current published installation instructions. Metal Panels and Install the "26 ga. Coastal 5V-Crimp.Koolvanel" and accessories in compliance with Gulf Accessories: Coast 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 require ents provided in Roofing Application Standards RAS 133. T Panel fasteners shall be #9-15 x 1-1/2" s6lf drilling, self tapping, hex head screws with sealing washer of sufficient length to penetrate ihrough the sheathing a minimum of 3/ 16inch. I Fasteners shall be installed at a maximu� spacing as listed in Table A below parallel to the slope. Fasteners shall be installed at a maximum of 12" o.c. at panel edge. See detail herein. TABLE A MAximum DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -108.5 psf -156.5 psf Maximum Fastener Spacing 12" o.c. 6" o.c. 1. Extrapolation shall not be allowed MLALMI-DADE COUNTY NOA No.: 19-0807.02 FH I 6=1 Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 3 of 5 LimITATIONS 1. Fire classification is not part of this acceptance; ref�r to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall �e and comers). Neither rational analysis, nor extrapolatio pressure zones (i.e. perimeters, extended comers a4c 3. Panel shall be roll formed in continuous lengths fro Roofing Application Standard RAS 133. '7 4. All panels shall be permanently labeled with the man� "Miami -Dade County Product Control Approved" or, below. All clips shall be permanently labeled with the 19TIT61—: applicable to all roof pressure zones (i.e. field, perimeters, n shall be permitted for enhanced fastening at enhanced omers). eave to ridge. Maximum lengths shall be described in the 5. All products listed herein shall have a quality assurance Rule 6 1 G20-3 of the Florida Administrative Code. WMAMI-DADECOUN �gjamlynolwo urer's name and/or logo, and the following statement: the Miami -Dade County Product Control Seal as seen ufacturer's narne and/or logo, and/or model. it in accordance with the Florida Building Code and NOA No.: 19-0807.02 Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 4 of 5 DRAWINGS DETAIL A 26 GA. COASTAL 5V-CRimp ROOF PANEL 24" Cove7ge #9-15 x 1 1/2" Woodgrip Screw /- #9-15 x 1 1/2" Woodgrip Screw 5V-Crimp Panel Plywood Decking (By others) Moisture Barrier (By others) SeeTable A Herein for Maximum Fastening Spacing END OF THIS ACCEPTANCE 5V Panel MLAMI-DADE COUNTY NOA No.: 19-0807.02 �gnmel,g)] Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 5 of 5 �' I I SHOP DRAWING REVIEW William Arthur (4chitectlbuilder AP, APPROVED W/O COMMENT APPROVED AS NOTED REJECTED RESUBMIT THIS REVIEW IS FOR GENERAL CONFORMANCE NTH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. Markings or comments shall not be construed as relieving the CONTRACTOR from compliance with the project, plans, and specifications nor departure therefrom. The CONTRACTOR remains responsible a details and a cy, for confirming and con, g all quantities, job corditions and dimensl or selecting fabrication proWC,.- as. for tech of assembly and constructior, r P. his wor a to_" ing his work in a safe manner. 'Al"111 SILVA