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Home My WebLink AboutNotice of Acceptance (2) - Copy MIAMI-DAbg 4 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.miamidade.gov/economy Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY.40202 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: 5V Crimp Metal Roofing System 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 renews NOA#09-0105.09 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. rt NOA No.: 13-0627.02 QMIAMM=0UNTY Expiration Date:06/29/18 Approval Date: 08/01/13 Page 1 of 9 ROOFING SYSTEM APPROVAL: .Category Roofing Sub-Category: Metal,Panels(Non-Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -196.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 5V-Crimp Metal 1=varies TAS 110 Corrosion resistant, galvanized,preformed, Roof w=24" coated,prefinished,metal panels. h=%2" Min. Thickness 0.0179" (26ga.) Min.Yield Strength: 60ksi Trim Pieces 1=varies TAS 110 Standard flashing and trim pieces. w=varies Manufactured for each panel width. Min. Thickness 0.0179" (26ga.) MANUFACTURING LOCATION: 1. Jacksonville,FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Akzo Coatings ASTM G 23 ASTM B 117 Valspar Corporation ASTM G 23 ASTM B 117 Underwriters Laboratory R9697 UL 790 July 1998 PRI Construction Materials MSMC-003-02-01 TAS-100 June 2006 Celotex Corporation Testing MTS 520103 ASTM E 8 Jan. 1999 Services Hurricane Test Laboratory,Inc. 0103-1213-98 TAS 125 Dec. 1998 0103-0712-09 TAS 125 Sept 2009 Farabaugh Engineering and T181-05 TAS 125 July 2005 Testing,Inc. T235-07 TAS 125 July 2007 T240-09 TAS 125 Sept 2009 NOA No.: 13-0627.02 CADMIAMIDM6 COUNTY Expiration Date:06/29/18 Approval Date: 08/01/13 Page 2 of 9 APPROVED ASSEMBLIES: System A: 5V-Crimp Metal Roof Panel 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 15/32")the above attachment method 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 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. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Metal Sales Manufacturing Corporation's current published installation instructions. Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing Accessories: Corporation'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. Panel fasteners shall be#9-15 x 1-1/2" self drilling, self tapping,hex head screws with sealing washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch. Fasteners shall be installed at a maximum spacing as listed in Table A below parallel to the slope. Fasteners shall be installed at a maximum of 12"o.c. at panel edge. See detail herein. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner Maximum Design Pressures -74.8 psf -196.75 psf Maximum Fastener Spacing 16" o.c. 8" o.c. 1.Extrapolation shall not be allowed NOA No.: 13-0627.02 M1AM1•DAD;COUNTY Expiration Date: 06/29/18 �® Approval Date: 08/01/13 Page 3 of 9 System B: 5V-Crimp Metal Roof Panel 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 B 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 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/a"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 Metal Sales Manufacturing Corporation's current published installation instructions. Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing Accessories: Corporation'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. Panel fasteners shall be#9-15 x l-'/2" self drilling, self tapping,hex head screws with sealing washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch. Fasteners shall be installed at a maximum spacing as listed in Table B below parallel to the slope. Fasteners shall be installed at a maximum of 6"o.c. at panel edge. See detail herein. TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner Maximum Design Pressures -84.5 psf -131.3 psf Maximum Fastener Spacing 24"o.c. 18" o.c. 1.Extrapolation shall not be allowed NOA No.: 13-0627.02 Mu►ru•na�e MCO uNnr Expiration Date:06/29/18 Approval Date: 08/01/13 Page 4 of 9 LIMITATIONS .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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters, extended comers and comers). 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. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, 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. MIAWDADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0627.02 MIAMI•DADE COUNTY Expiration Date:06/29/18 0 Approval Date: 08/01/13 Page 5 of 9 PROFILE DRAWINGS DETAIL A 5V-CRIMP METAL ROOF PANEL 24" Coverage #9-15 x 1 1/2"Woodgrip Screw #9-15 x 1 1/2"Woodgrip Screw 5V-Crimp Panel Moisture Barrier Plywood Decking (By others) (By others) FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL 24" Coverage #9-15 x 1 1/2"Woodgrip Screw 5V-Crimp Panel Moisture Barrier Plywood Decking (By others) T (By others) FASTENING PATTERN FOR 5V-CRIMP AT EAVE NOA No.: 13-0627.02 MIAMI•DAD,COUNTY Expiration Date:06/29/18 4111 Approval Date: 08/01/13 Page 6 of 9 5V-CRimp METAL ROOF PANEL SeeTable A Herein for Maximum Fastening Spacing 5V Panel 46 NOA No.: 13-0627.02 Mini-Dane couNrir Expiration Date:06/29/18 Approval Date: 08/01/13 Page 7 of 9 DETAIL B 24" Coverage #9-15 x 1 1/2"Woodgrip Screw #9-15 x 1 1/2"Woodgrip Scre 5V-Crimp Panel vy Moisture Barrier Plywood Decking (By others) (By others) FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL 24" Coverage #9-15 x 1 1/2"Woodgrip Screw 5V-Crimp Panel Moisture Barrier Plywood Decking (By others) (By others) FASTENING PATTERN FOR 5V-CRIMP AT EAVE NOA No.: 13-0627.02 MAMI•DADECOUNTY Expiration Date:06/29/18 Approval Date: 08/01/13 Page 8 of 9 SeeTable B Herein for Maximum Fastening Spacing 5V Panel AL A END OF THIS ACCEPTANCE NOA No.: 13-0627.02 MIAMbDAD;COUNTY Expiration Date:06/29/18 Approval Date: 08/01/13 Page 9 of 9