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Home My WebLink AboutNOA 5-V-CRIMPO' p r MIAMI-DARE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Sunlast Metal, Inc. 2120 SW Poma Drive Palm City, FL. 34990 APR 2 5 `019' ST. Lucie County, Permitting 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.minmidade.sov/econo my 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 faterial 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: 5-V-Crimp .032" Aluminum (min) over %11(min) plywood LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and4ollowing 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, acid/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 consists of pages 1 through 5. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.: 15-0212.07 MIAMI•DADE COUNTY Expiration Date: 04/30/20 Approval Date: 04/30/15 Page I of 5 ROOFING SYSTEM APPROVAL: Category: • Roofing Sub -Category: Metal, Panels (Non -Structural) Material: AIuminum Deck Type: Wood Maximum Design Pressure: -176 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions .032" Aluminum L = varies' 5-V-Crimp Metal W = 20.5"-24" Roof Panel H ='/z" ` Min. Thickness 0.032" Min Yield Strength: 23 ksi. Fasteners #10 HWH of sufficient length to penetrate through sheathing a minimum of 3/16" Test . Product Specifications Description TAS 110 .032" (min.) Aluminum preformed metal panels, painted or unpainted. TAS 110 Trim Pieces L = varies TAS 110 W = varies Min. Thickness 0.032" inch. EVIDENCE SUBMITTED: Test Agency Test Identifier Architectural Testing, Inc. D9330.01-450-18 D9330.03-450-18 Stainless steel screw with capped hex head bonded washer. Standard flashing and trim pieces. Manufactured for each panel width. Test Name/Revort Date TAS 100 10/13/14 TAS 125 10/13/14 Valspar 433X515 ASTM B 117 11/21/11 433B173 ASTM D 4587, ASTM G 23 11/21/11 NOA No.: 15-0212.07 MIAMI•DADE COUNTY Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 2 of 5 APPROVED ASSEMBLIES: System A: 0.032" Aluminum 5-V-Crimp Metal Roof Panel — HORIZONTAL LAPS ARE PERMITTED 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. 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 15132') the above attachment inethod 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 1 114" 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. 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 ".032" Aluminum 5-V-Crimp Metal Roof Panels" and accessories in compliance Accessories: with 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. 1 Panels shall be fastened with corrosion resistant #10 HWH screws of sufficient length to penetrate through the sheathing a minimum of 3/I6". Fa'steners 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 Field Perimeter and Corner' Maximum Design Pressure -74.75 psf -176 psf Maximum Fastener Spacing 16" o.c. 8" O.C. 1. Extrapolation shall not be allowed NOA No.:15-0212.07 MIAMI DADE COUM7Y Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 3 of 5 4W - . r. LDuTATIONS 1. 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 bepermitted for enhanced fastening at enhanced pressure zones (i:e. perimeters, extended corners and corners). 3. 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 PERMTI IUD 4. 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. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model #10120107, 8560904, or RF6631 from PAC Contractors Association. NOA No.: 15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 4 of 5 ftonu DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE' OPTIONAL PANEL MATERIAL Steel &Aluminum MIN. PANEL THICKNESS 24ga &.032" Aluminum PANEL WIDTH 20.52 to 24.0" Coverage PANEL RIB HEIGHT 318" Minimum 2061 24A0"10,1W e Stiffening Ribs & Panel SfrialiDns; we Optional Fr.4 vostlictij.: puipmos, ML-neri n tia contai jib aru cpklwad FASTENER PATTERNS' PANEL FASTENERS: *10 }tax Head INcad ScmLs -kw,"A'Father Saallrhl M.Rhars, MIAMI-DADE COUNTY I. wmw PAC CONTRACTORS 0 C AN A T I ON' END OF THIS ACCEPTANCE . NOA No.: 15-0212.07 Expiration Date: 04/30/20 Approval Date: 04/30/15 Page 5 of 5