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Home My WebLink AboutNOAMIAMI-DADS 8CAN • EX DEPARTMENT OF REGULATORY ARMPE r,6W BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Petersen Aluminum Corporation 102 Northpoint Parkway, B1dg.106 Acworth, GA. 30102 RECEIVED MAR 1 9.1010 pp fitting Department 1lk1) Lucie Count', 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.aov/economv SCOPE: This NOA is being issued under the applicable ru es and regulations governing the use of construction materials. The documentation submitted has been reviewed and es by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas wher, allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration i (In Miami Dade County) and/or the AHJ (in area or material tested for quality assurance purposes. manufacturer will incur the expense of such testis of such product or material within their jurisdicti determined by Miami -Dade County Product Con of the applicable building code. This product is approved as described herein, an( including the High Velocity Hurricane Zone of t� DESCRIPTION: Edge-Loc 1.0: x 16" ate stated below. The Miami -Dade County Product Control Section other than Miami Dade County) reserve the right to have this product f this product or material fails to perform in the accepted manner, the and the AHJ may immediately revoke, modify, or suspend the use i. RER reserves the right to revoke this acceptance, if it is of Section that this product or material fails to meet the requirements l has been designed to comply with the Florida Building Code ie Florida Building Code. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBury OF THE x 24 ga. Steel Panel over Wood Deck CONTRACTOR OR RECORD LABELING: Each unit shall bear a permanentl label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Contr 1 Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered Oer a renewal application has been filed and there has been no change in the applicable building code negatively affecng 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 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 expiration date may be displayed in adverti in its entirety. INSPECTION: A copy of this entire NOA s'. shall be available for inspection at the job site This NOA renews and revises NOA 14-0129. The submitted documentation was reviewed MIAMI•DADECOUh1TY ST. LUCIE C01 REVIEWED FO PLANS AND PE- SITE OR NO IN eded by the words Miami -Dade County, Florida, and followed by the literature. If any portion of the NOA is displayed, then it shall be done s all be provided to the user by the manufacturer or its distributors and it the request of the Building Official. THESE PLANS AND ALL PROPOSED WORK 1 and consists of pages 1 throuUBJECT TO ANY CORRECTIONS U RED BYFIELDINSPECTORS THAT Freddy SeminoMAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. IN NOA No.: 17-1002.16 PC%�T�� Expiration Date: 03/16/24 d lE Approval Date: 11/02/17 Page 1 of 5 r BE KEPT ON JOB FILE"""o Py (S) WILL BE MADE U ROOFING ASSEMBLY APPROVAL Category: Roofic Sub -Category: Metal, Materials: Steel Deck Type: Wood Maximum Design Pressure —1011 TRADE NAMES OF PRODUCTS MANUFA 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. IED OR LABELED BY APPLICANT: Test Product Specifications Description TAS 110 Corrosion resistant, prefinished, coated galvanized, galvalume, standing seam, metal panels. 433�11515 433B 173 72-0314�-06A-C T A N/A Corrosion resistant, prefinished, coated galvanized, galvalume, standing seam, metal panels. Test Name/Reyort 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 l Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Wood, Non -Insulated New Construction 1-9/3 greater plywood. 2": 12" or greater See Table A below 6" Wide x 24 ga. Steel " 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" I .c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above att hment method must be in addition to existing attachment. Underlayment: Minimum underlaym nt shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -la s. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/a" a ular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the fi Id of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire ba ier having a current NOA. Refer to a current fire directory listing for fire ratings of this roo mg system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction s) all be in compliance with Roofing Application Standard RAS 133 and with PAC Contra) tors Association's current published installation instructions. Metal Panels and Install the "Edge -Lod 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructio s and details in PAC Contractors Association's Installation Manual. Flashings, penetrati ns, valley construction and other details shall be constructed in compliance with Roo mg 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 _„_{tale rib of panel. MAX TABLE A MUM 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. Fire classification is not part of this accept, ratings of this product. 2. The maximum designed pressure listed her and corners). Neither rational analysis, nor pressure zones (i.e. perimeters, extended cc 3. Panels may be rolls formed in continuous 1 Roofing Application Standard RAS 133. refer to a current Approved Roofing Materials Directory for fire shall be applicable to all roof pressure zones (i.e. field, perimeters, rapolation shall be permitted for enhanced fastening at enhanced rs and corners). the from eave to ridge. Maximum lengths shall be as described in 4. All panels shall be permanently labeled wit the manufacturer's name and/or logo, city, state, and the following statement: "Miami -Dade County Product ntrol Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be per anently labeled with the manufacturer's name and/or logo, and/or model. 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 Administrativel Code. 6. Panels may be shop or j.obsite roll formed PAC Contractors Association or manufac MIAMI•DADE COUNTY JAPPROVED1 -A machine models # 10110884, E00578860, or 01110072 from at Petersen 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 4- Ribs and Striations are Optional 1.0 PANEL SYSTEM NOA No.: 17-1002.16 Expiration Date: 03/16/24 Approval Date: 11/02/17 Page 5 of 5