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Home My WebLink AboutNotice of Acceptance (2) 0 R E WE D MAR 0 9 2017 MIAMI- PER.MITTING St. Lucie County, FL 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 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiarrddade.ffov/economy Extreme Metal Fabricators,LLC 2160 Poma Drive Palm City,FL 34990 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: DMC 5-V 26GA Steel Panel over Plywood 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0309.10 MIAMI-DADE COUNTY Expiration Date:09/17/20 Approval Date: 09/17/15 Page 1 of 5 ROOFING SYSTEM APPROVAL: Category Roofing Sub-Category: Metal,Panels(Non-Structural) Material: Steel Deck Tyne: Wood Maximum Desien Pressure -121.75 PSF TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Sraecifications Description DMC 5-V 26GA Steel Length: 120" TAS 110 Corrosion resistant,galvanized steel or galvalume Panel Height: 1/2" metal panel. Width:26" (24"coverage) Thickness 26GA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Akzo Nobel Coatings,Inc. Lab Form ASTM G 153 PRI Asphalt Technologies,Inc. AKZC-001-02-01 ASTM B 117 10/08/02 AKZC-001-02-02 AKZC-001-02-03 AKZC-001-02-04 AKZC-001-02-05 Architectural Testing 58641.02-122-44 TAS 100 09/22/05 Architectural Testing 58461.01-122-44 TAS 125 09/23/05 Hurricane Test Laboratory,Inc. 0287-0512-07 TAS 125 07/23/07 PRI Asphalt Technologies,Inc. DMC-0030-02-01 TAS 100 04/02/08 NOA No.: 15-0309.10 MAMMA COUNTY Expiration Date:09/17/20 Approval Date: 09/17/15 Page 2 of 5 APPROVED ASSEMBLIES: System: DMC 5-V,26GA Steel Panel Deck Type: Wood,Non-insulated Deck Description: New Construction 11/32"or greater plywood or wood plank. 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 annular ring shank nails spaced 6"OC. In reroofing,where the deck is less than 19/32"thick (Minimum"/32")the above attachment method must be mi 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 1/4"annular ring-shank nails,spaced 6"OC at all laps and two staggered rows 12"OC 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 the current published installation instructions and details in DMC Association of Regional Manufacturers Installation Manual. Metal Panels and Install the "DMC 5-V 26GA Steel Metal Panels"including flashing penetrations,valleys, Accessories: end laps and accessories in compliance"DMC Association of Regional Manufacturers" current,published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured along the top of the V's with approved corrosion resistant#9 hex head self drilling screws of sufficient length to penetrate through the sheathing a minimum of 3/16"with self sealing washers. See Detail A herein. The fasteners are to be placed at a spacing listed in Table A below starting 3"from panel end. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -60 PSF -121.75 PSF Maximum Clip Spacing 16"OC 8"OC 1.Extrapolation shall not be allowed NOA No.: 15-0309.10 MIAMI•DAD,COUNTY Expiration Date:09/17/20 Approval Date: 09/17/15 Page 3 of 5 UmTATIONS 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 be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers). 3. Panels may be rolls formed in continuous lengths from eave 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 and 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. CMIAMINDADMECOO 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 jobsite roll formed with machine model#0290414; 3381213; 4260215;5960197; 10811107,from DMC Association of Regional Manufacturers. NOA No.: 15-0309.10 MLAMI•DADECoutvrr Expiration Date:09/17/20 Approval Date: 09/17/15 Page 4 of 5. PROFILE DRAWINGS DETAIL A 2C'Coverage 112" Minimum #9 Hex Head screws with self sealing washers. See Table A Overlap Overlap END OF THIS ACCEPTANCE NOA No.: 15-0309.10 MIAMI•DAD,COUNTY Expiration Date:09/17/20 Approval Date: 09/17/15 Page 5 of 5