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Home My WebLink AboutNOA METAL ROOFINGFiles - RECEI'D AUG 10 MIAMI-QADE MI I-DADE COUNTY haWam PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/nera Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, FL. 32218 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 PERA - 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. PERA 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 Metal Roofing Panel 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 and revises NOA #07-0815.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0714.08 MIAMI-DADe CO Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 1 of 5 ROOFING SYSTEM APPROVAL Catew : Roofing Sub-Catetiory: Non -Structural Metal Roofing Material: Steel Maximum Design Pressure: -180 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specifications Product Description 5V Crimp Metal Roof Length: various TAS 125 Corrosion resistant, galvalume or Panels Height : 7/16" galvanized performed, Kynar or Width: 25 %Z" SuperL II coated, pre -finished, (Coverage width: 24") metal panels. Thickness: 0.0217 Yield Strength: Min.53ksi MANUFACTURING LOCATION: 1. Jacksonville, FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials SEM-011-02-05 TAS-125 11/23/10 Technologies PRI Construction Materials SEM-011-02-07 ASTM E 8 05/07/12 Technologies Farabaugh Engineering and T270-07 TAS-100 08/24/07 Testing, Inc. Farabaugh Engineering and T166-07 TAS-100 04/15/07 Testing, Inc. Force Engineering & Testing, 188-0331T-06A-C TAS-125 02/26/07 Inc. Hurricane Test Laboratory, LLC. 0041-0906-07 TAS-125 09/12/07 BASF Accelerated Weathering ASTM G 154 07/12/07 BASF Salt Spray ASTM B 117 07/12/07 NOA No.: 11-0714.08 Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 2 of 5 APPROVED ASSEMBLIES: System: 115V-Crimp" Metal Panels Deck Type: Wood, Non -insulated Deck Description: 19/32" 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 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 1'/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. 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 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 4 1. Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with the current published Accessories: 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 metal roofing sealing washer screws with dimensions as listed below in Table A, 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 ''/z" to the center rib, Then 12 ''/z" 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 Design Pressure Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressure -67.25 psf. -154.75 psf -180 psf Fastener Type #9 x 2" #9 x 2" 410-14 x 2-1/2" Maximum Fastener Spacing 16" o.c. 8" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 11-0714.08 MIAMI•Dave CO TY Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 3 of 5 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. be applicae to all roof p lt perimeters, 2. The maximum designed pressure analysis, herein shall and corners). Neither rational nor extrapolation shall be permitted for enhanced fastening a enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous s lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 1 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. MIAMI•DADE COUNTY ,"Mey 411 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 NOA No.: 11-0714.08 Expiration Date: 11/08/16 MIAMI•DADE COUNTY Approval Date: 06/14/12 "' • ' Page 4 of 5 FL 14645.2-R2 C2010-2 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E1081UL790 report from an accredited laboratory for fire ratings of this product. FL 14645.2-R2 C2010-2 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T235-07, Reporting Date 7/12/07 Project No. T172-08, Reporting Date 4/29/08 • 1 . 5V-CRIMP 5V-CRIMP SEE DETAIL 1 PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. L UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS SEE DETAIL 1 MIN. 2X— WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 24" O.C. UNDERLAYMENT DETAIL 1 24" OR #8 x 2" LONG WOOD "SCREWS SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X-SECTION 5V-CRIMP MIN 26 GA. PLYWOOD 19/32" THICK (MIN.) 19/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 24 84.5 18 131.3 12 149.6 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. d 0 0 U N U' uj N Z ~0 Fr =)N 0 (n000 't 0 U)Y I Ln of 00 M� I cn N x� S�m v u)o OF