The URL can be used to link to this page

Home My WebLink AboutNOAIf 14 ��tr Zti MIAMI. E PRODUCTCONTRO SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy J.A. Taylor Roofing 302 Melton Drive Fort Pierce, FL. 34982 SCOPE: This NOA is being issued under the applicable rules and 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 stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida 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 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 NOA-No. 14-0418.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 18-1023.17 �piration Date: 01/09/2024 � izApproval Date: 12/20/2018 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub -Category Materials: Deck Type: Maximum Design Pressure Roofing Metal, Panels(Non-Structural) Steel Wood —101.00 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated Width: 16" galvanized, galvalume, standing seam, metal Height: 1" panels. Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies N/A Corrosion resistant, prefmished, coated Width: varies galvanized, galvalume, standing seam, metal Thickness 0.024" (24 ga.) panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 43313173 ASTMD 4587, ASTM G 23 11/21/11 Force Engineering & Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 18-1023.17 Expiration Date: 01/09/2024 Approval Date: 12/20/2018 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: 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 H 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 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 Y16 ofaninch. 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 Corner' Maximum Design Pressures —59.75 psf —101.00 psf Maximum Screw Spacing 16" o.c. 6.75" o.c. 1. Extrapolation shall not be allowed NOA No.: 18-1023.17 Expiration Date: O1/09/2024 Approval Date: 12/20/2018 Page 3 of 5 SYSTEM LIMITATIONS I. 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from cave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, 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. MIAMI•DADE COUNTY �Fn...l ugj 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. 6. Panels may be shop or jobsite roll formed with machine models #'s 5521095 and 7031100 from PAC Contractors Association. NOA No.: 18-1023.17 Expiration Date: 01/09/2024 Approval Date: 12/20/2018 Page 4 of 5 TV I';Iyl u� e� Fastener Relief, Stiffening Ribs and Striations are Optional Field Condition EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 18-1023.17 MIAMFDADECOUNTY Expiration Date: 01/09/2024 Approval Date: 12/20/2018 Page 5 of 5