The URL can be used to link to this page

Home My WebLink AboutNOA - 24 GA STEEL OVER HALF INCH PLYWOODf I MIAMI•QADE s MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Petersen Aluminum Corporation "C4- 102 Northpoint Parkway, B1dg.106 A '9 � Acworth, GA. 30102 Cott, SCOPE: �e 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 T1 iami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or in 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. Thisi 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: 5-V-Crimp 24 ga. Steel (min) over V2" (min) plywood i 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 thislNOA 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 consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino MIAMI-DADE COUNTY I NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 ,J VV` Page 1 of 5 FILL US a I SYSTEM APPROVAL: Roofing Metal, Panels (Non -Structural) Steel Wood -176 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 24 ga. Steel L = varies' TAS 110 24 ga. (min.) Steel, galvanized or galvalume, 5-V-Crimp Metal W = 20.5"-24" preformed metal panels, painted or unpainted. Roof Panel H = %" Min. Thickness 24 ga. Min Yield Strength: 58 ksi. Fasteners #10 HWH of sufficient TAS 110 Coated steel or stainless steel screw with length to penetrate through capped hex head bonded washer. sheathing a minimum of 3/16" Trim Pieces L = varies TAS 110 Standard flashing and trim pieces. W = varies Manufactured for each panel width. Min. Thickness 24 ga. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Arch itectural Testing, Inc. D9330.01-450-18 TAS 100 10/13/14 D9330.02-450-18 TAS 125 10/13/14 Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 ASTM D 4587, ASTM G 23 11/21/11 NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 2 of 5 IL APPROVED ASSEMBLIES: System A: 24 ga. Steel 5-V-Crimp Metal Roof Panel — I HORIZONTAL LAPS ARE PERMITTED Type: Wood, Non -insulated Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. mum Uplift See Table A below. 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 1s/32") the above attachment method must be in addition to existing attachment. Undi rlayment: 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" 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: 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. Valllys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and Iwith PAC Contractors Association's current published installation instructions. Metal Panels and Install the "24 ga. Steel 5-V-Crimp Metal Roof Panels" and accessories in compliance with Accessories: PAC Contractors Association's current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be fastened with corrosion resistant #10 HWH screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be installed parallel to the roof slope along the panel's overlapping ribs (fastening of the center rib is optional) at a maximum spacing as listed in Table A below. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner Maximum Design Pressure -82.25 psf. -176 psf. Maximum Fastener Spacing 16" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 3 of 5 SYSTEM LIMITATIONS 1. 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). U 4. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the Roofing Application Standard RAS 133. HORIZONTAL LAPS ARE PERMITTED All panels shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, 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. uI A uV nA MIT a u� 5. 1 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. 6. Panels may be shop or jobsite roll formed with machine models # 6272, 6407 or 6738 from PAC Contractors Association or manufactured at Petersen Aluminum Corporation's plant in Acworth, GA. NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 4 of 5 PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL nIRA r. tlid.4d:7V111111111rA_lLMI MtH:4IiIMkgI PANEL MATERIAL Stee I & AI um inu m MIN. PANEL THICKNESS 24ga & _432'` Aluminum PANEL WIDTH 20.5" to 24.0" Coverage PANEL RIB HEIGHT 31T Minimum - z4.0.. 3/81 ML 5tiitening Rffis & Panel St ietimm are Opti nd PA it'll tl '' 1 I MIAMI�DADE COUNTY JAPPROVED1 -A i i Frm aos-thebu puepuscs, %stcncm in ttao =ntci db ara Wtional PAC MUNTRACTURIS END OF THIS ACCEPTANCE NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Dater 11/09/17 Page 5 of 5