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Home My WebLink AboutNOACOUNTY DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Petersen Aluminum Corporation 102 Northpoint Parkway, B1dg.106 Acworth, GA. 30102 SCOPE: This NOA is being issued under the applicable rules documentation submitted has been reviewed and acc used in Miami Dade County and other areas where a This NOA shall not be valid after the expiration dat (In Miami Dade County) and/or the AHJ (in areas c or material tested for quality assurance purposes. If manufacturer will incur the expense of such testing of such product or material within their jurisdiction determined by Miami -Dade County Product Contra of the applicable building code. This product is approved as described herein, and h including the High Velocity Hurricane Zone of the I SCANNED By ;SOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade&ov/economv regulations governing the use of construction materials. The d by Miami -Dade County RER - Product Control Section to be ed by the Authority Having Jurisdiction (AHJ). stated below. The Miami -Dade County Product Control Section ter than Miami Dade County) reserve the right to have this product us product or material fails to perform in the accepted manner, the nd the AHJ may immediately revoke, modify, or suspend the use RER reserves the right to revoke this acceptance, if it is Section that this product or material fails to meet the requirements been designed to comply with the Florida Building Code >rida Building Code. DESCRIPTION: Edge-Loc 1.0: x 16" wide x 24 ga. Steel Panel over Wood Deck LABELING: 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", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product o 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. I - 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 S. The submitted documentation was reviewed by Freddy Semino 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 Tyne: Wood Maximum Design Pressure —101 psf. TRADE NAMES OF PRODUCTS MANUFAC Product Dimensions . Edge-Loc 1.0 Length: various Width: 16" Height: 1" Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies Width: varies Thickness 0.024" (24 ga.) EVIDENCE SUBMITTED: Test Agency Valspar Valspar Force Engineering & Testing Inc. Farabaugh Engineering and Testing Inc. 433X51 4331317 72-0314T-0 T15 on -Structural) [ZED OR LABELED BY APPLICANT: Test Product Specifications Description TAS 110 Corrosion resistant, prefmished, coated galvanized, galvalume, standing seam, metal panels. N/A Corrosion resistant, prefmished, coated galvanized, galvalume, standing seam, metal panels. Test Name/Report Date ASTM B 117 11/21/11 ASTM D 4587, ASTM G 23 11/21/11 TAS 125 03/24/07 TAS 100 04/14/07 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: Deck Description: Slope Range: Maximum Uplift Pressure: Wood, Non -Insulated New Construction 19/3 greater plywood. 2": 12" or greater See Table A below or greater plywood or wood plank, or for re -roofing 15/32" or 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 ''/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. i 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. i 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. i TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Cornerl Maximum Design Pressures —59.75 psf. —101 psf. 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 1. 2. 3. 4. 5. 6. Fire classification is not part of this ratings of this product. - The maximum designed pressure listed herein and corners). Neither rational analysis, nor ext pressure zones (i.e. perimeters, extended corn( Panels may be rolls formed in continuous leng Roofing Application Standard RAS 133. All panels shall be permanently labeled with statement: "Miami -Dade County Product Co Seal as seen below. All clips shall be perm model. I refer to a current Approved Roofing Materials Directory for fire all be applicable to all roof pressure zones (i.e. field, perimeters, )olation 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 I Approved" or with' the Miami -Dade County Product Control atly labeled with the manufacturer's name and/or logo, and/or MIAMI•DADE COUNTY ,...eMI All products listed herein shall have a quality, assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. i Panels may be shop or jobsite roll formed with machine models # 10110884, E00578860, or 01110072 from PAC Contractors Association or manufactured at Petersen Aluminum Corporation's plant in Acworth, from i NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 4 of 5 D 1 .J j._ I PROFILE DRAWINGS 16" Z*"\-- 1" Fastener Relief, Stiffening Ribs and Striations are Optional Field Condition EDGE-Loc 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE i NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 5 of 5