The URL can be used to link to this page

Home My WebLink AboutNOAIDd4DP .TMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) AND CODE ADMINISTRATION DIVISION )TICE OF ACCEPTANCE I other Roofing & Sheet Metal of Fl 'd Rockfill Road Myers, FL. 33 I 1 LE RECEIVED SE? 0 4 2018 ST, Lucie County, Permitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3.15-2590 F (786) 315-2599 www.nAamidade.gov/economy SCANNED 11-9 L t T Is NOA is being issued under the applicable rules and regulations governing the use of construction materials. The do umentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be us d in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Th �sNOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Inami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or aterial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the ma ufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of uch product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is de ' rmined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements Of �he applicable building code. T 6 product is approved as described herein, and has been designed to comply with the Florida Building Code inc' uding the High Velocity Hurricane Zone of the Florida Building Code. : 5-V-Crimp 24 ga. Steel (min) over'/" (min) plywood 1G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following "Miami -Dade County Product Control Approved", unless otherwise noted herein. WNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in a applicable building code negatively affecting the performance of this product. T ATION of this NOA will occur after the expiration date or if there has been a revision or change ,in the ma erials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sat s, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of thi NOA shall be cause for termination and removal of NOA. AbvERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the ex�'ration date may be displayed in advertising literature. If any portion of .the NOA is displayed, then it shall be done in 1 s entirety. IN PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha 1 be available for inspection at the job site at the request of the Building Official. This revises NOA# 14-0129.01 and consists of pages 1 through 5. Thel documentation was reviewed by Alex Tigera. NOA No.: 15-0112.08 Expiration Date: 03/06/19 Approval Date: 07/23/15 Page 1 of 5 24 5` F V V WING SYSTEM APPROVAL: Mry: Roofing Category: Metal, Panels (Non -Structural) rial• Steel Type: Wood mum Design Pressure: -176 psf DE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Steel L = varies' TAS 110 24 ga. (min.) Steel, galvanized or galvalume, '.rimp Metal W = 20.5"-24" preformed metal panels, painted or unpainted. Panel H ='/2" Min. Thickness 24 ga. Min Yield Strength: 58 ksi. hers #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" Pieces L = varies TAS 110 Standard flashing and trim pieces. W = varies Manufactured for each panel width. Min. Thickness 24 ga. DENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date .itectural Testing, Inc. D9330.01-450-18 TAS 100 10/13/14 D9330.02-450-18 TAS 125 10/13/14 par 433X515 ASTM B 117 11/21/11 par 433B173 ASTM D 4587, ASTM G 23 11/21/11 NOA No.: 15-0112.08 Expiration Date: 03/06/19 Approval Date: 07/23/15 Page 2 of 5 ASSEMBLIES: m A: 24 ga. Steel 5-V-Crimp Metal Roof Panel — 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. Uplift See Table A below. D'ckAttachment: 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 11/32") the above attachment method must be in addition to existing attachment. U derlayment: 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. 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. Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Panels and Install the "24 ga. Steel 5-V-Crimp Metal Roof Panels" and accessories in compliance with Dories: 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 Ro f Areas Field Perimeter and Corner' M '1 'mum Design Pressure ET -82.25 psf -176 psf M'' 'mum Fastener Spacing 16" o.c. 8" o.c. 1. 1,jExtrapoiation shall not be allowed NOA No.: 15-0112.08 Expiration Date: 03/06/19 Approval Date: 07/23/15 Page 3 of 5 LD41TATIONS Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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). 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. MIAMI-DARE COUNTY 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. Panels may be shop or jobsite roll formed with machine model #RF6632 from PAC Contractors Association. NOA No.: 15-0112.08 Expiration Date: 03/06/19 Approval Date: 07/23/15 Page 4 of 5 PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL PANEL MATERIAL Steel &Aluminum MIN. PANEL THICKNESS 24ga &.032"Aluminum PANEL WIDTH 20.5;' to 24.0" Coverage PANEL RIB HEIGHT 3/8" Minimum PANEL FASTEN ERS: t1D Hax Hear) rod ScrFrti-S +� �' IN aarhar Stiffening Rips & Panel Slria6ons are Opffanal Far ecsthcticpurpuscs, fa•_tcncr h Orr; ccntu rib arc cptir?risl PAC CONTRACTORS END OF THIS ACCEPTANCE NOA No.: 15-0112.08 Expiration Date: 03/06/19 Approval Date: 07/23/15 Page 5 of 5