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Home My WebLink AboutTECHNICAL SHEETFEB 2 0 "IB ST. Lucie Z_C ��1n 12" Coverage 31e Striations (standard) 12" 12" Coverage 31e" Minor Ribs (available in select locations) 16" 16" Coverage Striations (standard) 16" ZL n :Dn I W Coverage 3/en Minor Ribs (available in select locations) ARCHITECTURAL -127 OR 16" MINIMUM. RESIDENTIAL CONCEALED COVERAGE SLOPE, SOLID WOOD FASTENED SUBSTRATE PANEL . 3:12, SCANNED PANEL. OVERVIEW• , B St LucCounty ► Finishes: MS Colorfast45® and Acrylic -Coated Galvalume® ► Corrosion Protection: AZ55 per ASTM A 792 for unpainted Galvalume® AZ50 per ASTM A 792 for painted Galvalume® G90 per ASTM A 653 for Galvanized ► Gauges: 26 ga standard, 24 ga optional ► 12" or 16" panel coverage, 1" rib height 10- Panel Length: Minimum: 4 ; Maximum: 30' recommended (available up to 43) ► Architectural, concealed direct fastened, integral standing rib roof system ► Minimum roof slope: 3:12 ► Applies over plywood with minimum 30# felt underlayment With Striations with Minor Ms (available In select locations) TESTING AND APPROVALS ► UL 2218 Impact Resistance - Class 4 ► UL 790 Fire Resistance Rating - Class A, per building code ► UL 263 Fire Resistance Rating - per assembly ► UL 580 Uplift Resistance - Class 90 Construction: #529 ► Texas Windstorm - Evaluation RC-162 and RC-399 ► 20144FBC_Aunrovals - FL11560.4, FL11560.5 and FL14645.1 �► Miami=Dade County, Florida NOA 140107.04 expires 8/8/2018 , ► I v uahon Report - ESR 2385 Lr1 MIMI®DIADE • BUILDING DIVISION F, ., comp omp REVIEWED BY DATE PLANS AND PERMIT MUSTBE KEPT ON JOB OR NO INSPECTION WILL BE MADE DEPARTMENT OF REG>ff0-1 Y AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE THESE PPS o ' 10.1',Li 71"OP OSED WORK ARE SUI-� HEQUIREi?"r'I�iP;..t►IPI;"f"rlc)P157N�f�T MAYBE NE 0'a-68A,i i'i k 0f10C-R TO 0014FLY WiTh ALL fii�ri.lc p y COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv Metal Sales Manufacturing Corporation UVNUf ALED FASTENERS ON ATfACMMrtI; 545 South 3"' Street, Suite 200 ARE THE RESPONSIRILIN OF THE Louisville, KY 40202 CONTRACTOR OF RRCORO 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: Image H 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 NOA revises NOA No. 13-0813.17 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. "too,, NOA No.: 14-0107.04 Expiration Date: 08/08/18 Approval Date: 02/20/14 .may Page 1 of 5 L1 L-= L_-1 ROOFING SYSTEM APPROVAL: Cateeory Roofing Sub-Cateeorv: Metal, Panels (Non -Structural) Material• . Steel Deck e: Wood Maximum Design Pressure 427.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Image II Metal Roof L = varies' TAS 110 Corrosion resistant, galvanized, preformed, W = I T' and 16" coated, prefinished, metal panels. H =1" Min. Thickness 0.019 inch Min Yield Strength: 64 ksi. Trim Pieces L = varies W = varies Min. Thickness 0.019 inch. MANUFACTURING LOCATION: 1. Jacksonville, FL EVIDENCE SUBMITTED: TAS 110 Standard flashing and trim pieces. Manufactured for each panel width. Test Agency Test Identifier Test Name/Report Date Akzo Nobel Coatings ASTM B 117 01/24/11 ASTM G23 01/24/12 PRI Construction Materials VLS-005-02-01 ASTM-B 117 02/22/13 VLS-004-02-01 ASTM G 26 02/22/13 PRI Construction Materials MSMS-006-02-01 Sealant Weathering 09/12/07 MSMS-006-02-02 11/14/07 Architectural Testing 01-43798.01 TAS 100 03/05/03 PRI Construction Materials MSMC-005-02-01 TAS 100 06/06/07 MSMC-014-02-02 TAS 125 12/03/13 Farabaugh Engineer & Testing, T183-05 TAS 125 08/09/05 Inc. T241-07 TAS 125 07/23/07 E NOA No.:14-0107.04 - APPROVED Expiration Date: 08/08/18 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMBLIES: System A: IMAGE II Metal Roof Panel 12" or 16" wide panel Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank. 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 is/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be -AS�enewl tailed with a minimum 4" side - lap and 6" end -laps. Underlayment shalosion resistant tin -caps and 12 gauge 1 %4" annular ring -shank nails, spaced 6" o.c. at all laps and two staWK ws 12" o.c. in the field of the roll. Or, any approved underlayment having a curre 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 "IMAGE II Panels" and accessories in compliance with Metal Sales Accessories: Manufacturing 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. Panels shall be fastened to substrate at the male end with one corrosion resistant #10 PHWS fasteners sufficient length (but not less than 1 ") to penetrate through the sheathing a minimum of_3/3/ib" aat a spacing not exceed 6"o.c. (See detail herein). Fasteners shall be placed parallel to the roof slope. TABLE A Field Perimeter and Corner' Maximum Design Pressure -102.7 psf 427.5 psf Enhanced Fastening None 3/8" bead of Schnee -Morehead SM7108 adhesive in the sidejoint. See detail herein L lation shall not be allowed NOA No.: 14-0107.04 Expiration Date: 08/08/18 Approval Date: 02/20/14 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. 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 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. 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. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0107.04 MAMI-oewe coun�rr Expiration Date: 08/08/18 Approval Date: 02/20/14 Page 4of5 PROFILE DRAWING: IMAGE H METAL ROOF PANEL 12" or 16" DETAIL A #10 PHWS fasteners 16" Wide Panel Field Condition Details 318' Bead of Schnee- orehead SM7108 #10 PHWS fasteners 16" Wide Panel Perimeter and Comer Condition Details END OF THIS ACCEPTANCE MIAMFOADE COUNTY IIJ NOA No.: 14-0107.04 Expiration Date: 08/08/18 Approval Date: 02/20/14 Page 5 of 5