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Home My WebLink AboutProduct Approval .I� .p . h` RECEI'.'--D jAl`1 _+ 2 '17 MIAMI•DADE ® MIAMI-DADE COUNTY PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC (RER) 05 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION o Z Miami,Florida 33175-2474 ST. LUCIE COUNTY T(786 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA BUILDING DIVISION '%il mian,id,ule.rov/econumv JA Taylor Roofing FOR C!WOCE 302 Melton Drive REVIEWED BY DATE 7 Ft.Pierce,FL 34982 PLANS AND PERMIT i MUST BE KEPT ON JOB OR SCOPE: NO INSPECTION WILL BE MADE This NOA is being issued under the applicable rules an "-- lfitms goverrrirrg tir tion 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. THFSE PLANS AND ALL PROPOSED WORK j This product is approved as described herein, and has been designed to comply with IFEll�tlik 3ATi]ci i"�M'leErTIONS - including the High Velocity Hurricane Zone of the Florida Building Code. REQUIRED V RUD It`JVECTOAS THAT �fA�' E NEl`�5 �f�b IN WORN TO DESCRIPTION: Edge-Loc 1.0 x 16"wide x 24 ga. Steel Panel over Wood Dee MAY BEY INCE ,A �PP�lG�RN 0009% ti i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following i 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. i This revises NOA No. 13-1015.05 and consists of pages 1 through.5. The submitted documentation was reviewed by Juan E.Collao, R.A. r C F MIAMI•DADE COUNTY ® No.. 14-0416.01 Zf��y Expiration Date: 01/09/19 ( Approval Date: 06/05/14 CONCEALED F ERS OR ATTACHMENTS Page I of 5 ARE THE RESPONSIBILITY OF THE CONTl ICTOR OF RECORD f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Metal, Panels(Non-Structural) Materials: Steel Deck Tyne: Wood Maximum Design Pressure —101 psf I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Edge-Loc;1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated Width: 16" galvanized,galvalume, standing seam, metal Height: l" panels. Thickness 0.024"(24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length:varies N/A Corrosion resistant, prefinished, coated Width: varies galvanized, galvalume, standing seam, metal Thickness 0.024"(24 ga.) panels. I EVIDENCE SUBMITTED: i Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/1 1 433B173 ASTM D 4587,ASTM G 23 1 1/21/11 i Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 14-0416.01 QMIAMMI-D�ADECO=UNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 2 of 5 APPROVED ASSEMBLIES: System: , Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel 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. Slope Range: 2: 12 or greater i 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 j 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 %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 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 PAC Contractors Association's current published installation instructions. j Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published I Accessories: installation instructions and details in PAC Contractors.Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with#10-13 x 1" pancake head screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. I TABLE A MAXimum DESIGN PRESSURES Roof Areas Field Perimeter and Corners Maximum Design Pressures —59.75 psf —101 psf Maximum Screw Spacing 16"o.c. 6.75" o.c. 1. Extrapolation shall not be allowed I I NOA No.: 14-0416.01 MIAMI-DAD;COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 3 of 5 SYSTEM LIMITATIONS I. 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. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. j4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, 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. Mr—MIAMI-DADE COUNT) 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. 6. Panels may be shop or jobsite roll formed with machine model#5521095 or 7031100 from PAC Contractors Association. i I i I i N®A No.: 14-0416.01 MIAMI•DADfiCOUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 4 of 5 PROFILE DRAWINGS 16" I 1" I i I I Fastener Relief, Stiffening Ribs and Striations are Optional I i I I i i i Field Condition I I i a o I a 1 o FASTENER o SPACING AS PER TABLE A HEREIN I EDGE-BLOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 14-0416.01 MIAMI•DAD;COUNTY Expiration Date:01/09/19 Approval Date: 06/05/14 Page 5 of 5