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Home My WebLink AboutNOAST. LUCIE COUNTY " LDING DIVISION REVIEWED FOR COMPLIA REVIEWEQq BY DATE Pll3o L o PLANS AND PERMIT( MUST BE KEPT ON.JOB OR NO INSPECTION WILL BE MADE 18p8 -07go1 -r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION THESE PLANS AND ALL PROPOSED WORK NO ICE OF ACCEPTANCE (N 9l 8JFCT TO A rCW.0P T IAMR MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy id adegov/econo my/economy Peter en Aluminum Corporation REQUIRED 6W I1U II'SPrECTORS THAT S ANNED 102 Northpoint Parkway, BIdg.106 Uy DE NECES-IAW IN OIRDEIR TO i y Acw 'rth, GA. 30102 C O;W Pei W1 TH 'kLIAPPLlCon _r CODES. . Lucie Coiii"► v SCOZA : This is being issued under the applicable rules and regulations governing the use of construction materials. The docu entation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used " Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This I OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In M ami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or ma lerial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manu acturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or, suspend the use of su h product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deten ined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This roduct is approved as described herein, and has been designed ,to comply with the Florida Building Code inclu' ing the High Velocity Hurricane Zone of the Florida Building Code. N: 5-V-Crimp 24 ga. Steel (min) over Y2" (min) plywood dG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENFMAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the,lapplicable building code negatively affecting the performance of this product. TE i. INATION of this NOA will occur after the expiration date or if there has been a revision or change in the mater als, 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 OA shall be cause for termination and removal of NOA. ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its INS ECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall §e available for inspection at the job site at the request of the Building Official. This $,OA consists of pages 1 through 5. The s bmitted documentation was reviewed by Freddy Semino ,ONCEALED FASTENERS OR A 11ACHMENTS ARE THE RESPONSISIUTY OF THE CONTRACTOR OF RECORD NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 1 of 5 t, j 24 ga 5-V-( Roof Trim #ING SYSTEM APPROVAL: 1 Roofing F�' too Metal, Panels (Non -Structural) Z: Steel e• Wood f f um Design Pressure: -176 psL E NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product PProduct Dimensions Specifications Description Steel L = varies' TAS 110 24 ga. (min.) Steel, galvanized or galvalume, I imp Metal W = 20.5"-24" preformed metal panels, painted or unpainted. el H=%" Min. Thickness 24 ga. Min Yield Strength: 58 ksi. it rs #10 HWH of sufficient TAS 110 Coated steel or stainless steel screw with length to penetrate through capped hex head bonded washer. sheathing a minimum of 3/16" feces L = varies TAS 110 Standard flashing and trim pieces. W = varies Manufactured for each panel width. Min. Thickness 24 ga. ENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date i, ectural Testing, Inc. D9330.01-450-18 TAS 100 10/13/14 D9330.02-450-18 TAS 125 10/13/14 433X515 ASTM B 117 11/21/11 t' 433B 173 ASTM D 4587, ASTM G 23 11/21/11 NOA No.: 17-1002.17 6DADe coUNTY Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 2 of 5 ASSEMBLIES: A: 24 ga. Steel 5-V-Crimp Metal Roof Panel — HORIZONTAL LAPS ARE PERMITTED Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or igreater plywood. Maxi#ium Uplift See Table A below. Deckttachment: 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. 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 11/4" 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 arrier: 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. Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Panels and Install the "24 ga. Steel 5-V-Crimp Metal Roof Panels" and accessories in compliance with Tories: PAC Contractors Association'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 with corrosion resistant # 10 HWH screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be installed parallel to the roof slope along the panel's overlapping ribs (fastening of the center rib is optional) at a maximum spacing as listed in Table A below. TABLE A MAXIMUM DESIGN PRESSURES Roof 1Areas Field Perimeter and Corner' Maxi' um Design Pressure -82.25 psE -176 psf. um Fastener Spacing �tapolation 16" o.c. 8" o.c. shall not be allowed NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 3 of 5 LIMITATIONS 1. ire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire atings of this product. 2. he maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, d corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced ressure 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. HORIZONTAL LAPS ARE PERMITTED 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with he Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the anufacturer's name and/or logo, and/or model. MIAMI•DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and �ule 61 G20-3 of the Florida Administrative Code. 6.anels may be shop or jobsite roll formed with machine models # 6272, 6407 or 6738 from PAC Contractors Association or manufactured at Petersen Aluminum Corporation's plant in Acworth, GA. NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 4 of 5 i PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL PANEL MATERIAL Steel & Aluminum FAIN. PANEL THICKNESS 24ga & .032'` Aluminum PANEL WIDTH 20.5" to 24.0" Coverage PANEL RIB HEIGHT 31W Minimum bin. SHWIng Rft & Panel Striations are Optional 3ANEL FASTENERS: M 0 Hex Head lAlmd Saw.ons k lAImther Fey acsthctu puipuscs, fssi-ricm in itra acntu fib arc optima Z, a _ 1 END OF THIS ACCEPTANCE NOA No.: 17-1002.17 Expiration Date: 11/09/22 Approval Date: 11/09/17 Page 5 of 5