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Home My WebLink AboutNOA; 5-V Crimp Metal Roofing Panel SystemMIAMFI]ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, FL: 32218 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 of the,Florida Building Code. DESCRIPTION: 5 V "Crimp metal Roofingxanel.SysteIn 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 revises NOA # 06-1012.08 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0815.06 d y Expiration Date: 11/08/11 Approval Date:11/08/07 Page 1 of 5 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Nan -Structural Metal Roofing Material: Steel Maximum Design Pressure: ' -154.75 psf. s TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specifications Product Dmili tion Length: various Corrosion resistant, 5V Crimp Metal Roof Height : 7/16" TAS 125 galvalume or galvanized Panels Width: 25-V2" performed, coated, pre - (Coverage width: 24") finished, metal panels. Thickness: 0.0217 EVIDENCE SUBMITTED: TestA¢env Test Identifier Test Name/Reoort Date Farabaugh T270-07 TAS-100 08/24/07 ' Engineering and Testing, Inc. Farabaugh T166-07 TAS-100 04/15/07 Engineering and Testing, Inc. Force Engineering & 188-0331T-06A-C TAS-125 02/26/07 Testing, Inc. Hurricane Test 0041-0906-07 TAS-125 09/12/07 Laboratory, LLC. BASF Accelerated ASTM G 154 07/12/07 Weathering BASF Salt Spray ASTM B 117 07/12/07 NOA No.: 07-0815.06 .-flm Expiration Date: 11/08/11 ` Vj Approval Date: 11/08M Page 2 of 5 APPROVED ASSEMBLY: System: "SV-Crimp" Metal Panels Deck Type: i Deck Description: Slope Range: Maximum Uplift Pressure: Wood, Non -insulated 19/32" or greater plywood or wood plank. 2": 12" or greater See Table A Below Deck Attachment: In accordance with applicable building code, but in no case it shall be less than 8d annular ring shank nails spaced at 6" o.c. In re -roofing, where 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 contusion resistant tin -caps and 12 gauge IJ/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. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with current published installation instructions and details in Southeastern Metal Manufacturing Metal Roofing Installation Manual. Fire Barrier Board: Any approved fire barrier resistant type X gypsum sheathing with treated core and facer. Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with the current Accessories: published installation instructions and details in Southeastern Metals Manufacturing Company's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS133. 1. At the eave, rake, and ridge, fasteners shall be located not more than 3" away from the panel end. 2. The leading side edge of the panel should be the side with the anti -siphon groove; each panel side will overlap this channel to provide a capillary brake. 3. The panels shall be fastened with #9 x 2" metal roofing sealing washer screws in the crown of the inverted V ribs as shown in the details herein. 4. The panel's width fasteners shall be spaced at 11 W1 to the center rib, Then 12 Y2" to the next, perpendicular to the slope, through the overlapping panel. The flat area of the panel as shown in the details herein. 5. The panels fastening pattern at the interior of the panel, shall be in rows spaced as listed in Table A below, running parallel to the slope of the roof. Table A Maximum Des Pressure Field Perimeter and Cornee Maximum Design Pressure -6715psf. -154.75 psf Maximum Fastener Fastener S 16' O.C. 8" ox- 1. E=WMon shall not be allowed NOA No.: 07-0815.06 Expiration Date: 11AWII Approval Date: 11/ MW Page 3 of 5 " 5-V CRIMP' METAL ROOF PANELS 251/2" t • I � � 111/2" 121/2" 7fl6" FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL FASTENING PATTERN FOR 5V-CRIMP AT EAVE & RIDGE SeeTable A NOA No.: 07-0815.06 o Expiration Date: 11MB/11 Approval Date: 11/08/07 Page 4 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg 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 corners). 3. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-0815.06 Expiration Date: 11AM11 Approval Date:11/08W Page 5 of 5