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Home My WebLink AboutNOA-STEEL PANEL OVER WOOD DECKI ,1 BY MIMI®DiADE St Ud 0 DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE I Petersen Aluminum Corporation 102 Northpoint Parkway, B1dg.106 Acworth, GA. 30102 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 land regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date (In Miami Dade County) and/or the AHJ (in areas ott or material tested for quality assurance purposes. If th manufacturer will incur the expense of such testing at of such product or material within their jurisdiction. determined by Miami -Dade County Product Control! of the applicable building code. This product is approved as described herein, and has including the High Velocity Hurricane Zone of the FI DESCRIPTION: Edge-Loc 1.0: x 16" wide x 24 LABELING: Each unit shall bear a permanent label statement: "Miami -Dade County Product Control ApI RENEWAL of this NOA shall be considered after a r( in the applicable building code negatively affecting the fed below. The Miami -Dade County Product Control Section than Miami Dade County) reserve the right to have this product product or material fails to perform in the accepted manner, the the AHJ may immediately revoke, modify, or suspend the use ?R reserves the right to revoke this acceptance, if it is ,tion that this product or material fails to meet the requirements designed to comply with the Florida Building Code Building Code. Steel Panel over Wood Deck the manufacturer's name or logo, city, state and following P, 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 expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA 14-0129.11 and consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino lowlw_T FILE �®py NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Metal, Pa Materials: Steel Deck Type: Wood Maximum Design Pressure —101 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions I Specifications Description Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefmished, coated Width: 16" galvanized, galvalume, standing seam, metal Height: I" panels. Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies N/A Corrosion resistant, prefinished, coated Width: varies galvanized, galvalume, standing seam, metal Thickness 0.024" (24 ga.) panels. EVIDENCE SUBMITTED: I Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 I ASTM D 4587, ASTM G 23 11/21/11 Force Engineering & Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. i Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 2 of 5 APPROVED ASSEMBLIES: System: Edge-Loc 1.0 Panel x 16" Wide x 24 ga. Steel Deck Type: Wood, Non -Insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: I Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d 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 1/4" annulai 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: I 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 Limitatill n # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructions and, details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with corrosion resistant #10-13 x 1" pancake head screws of 'sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corners Maximum Design Pressures —59.75 psf. —101 PSE Maximum Screw Spacing 16" o.c. 6.75" o.c. 1. Extrapolation shall not be allowed NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 3 of 5 SYSTEM LIMITATIONS I. Fire classification is not part of this acceptana ratings of this product. 2. The maximum designed pressure listed herein and corners). Neither rational analysis, nor ex1 pressure zones (i.e. perimeters, extended corm 3. Panels may be rolls formed in continuous leng Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with statement: "Miami -Dade County Product Co Seal as seen below. All clips shall be perm model. refer to a current Approved Roofing Materials Directory for fire ill be applicable to all roof pressure zones (i.e. field, perimeters, iolation shall be permitted for enhanced fastening at enhanced and corners). , from eave to ridge. Maximum lengths shall be as described in manufacturer's name and/or logo, city, state, and the following 1 Approved" or with the Miami -Dade County Product Control ntly labeled with the manufacturer's name and/or logo, and/or 5. All products listed herein shall have a quality assui Rule 61 G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with ma PAC Contractors Association or manufactured at F audit in accordance with the Florida Building Code and models # 10110884, E00578860, or 01110072 from ;n Aluminum Corporation's plant in Acworth, GA. NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 4 of 5 Z PROFILE DRAWINGS Ribs and Striations are Optional Field Condition I EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 17-1002.16 CMAMMADECOUNTY Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 5 of 5