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HomeMy WebLinkAboutNOAM )�-ADE MIAMI-DARE COUNTY, FLORIDA N=O-DADE R AGLER BUILDING .BUILDING CODE COMPLIANCE OFFICE (BCCO) SCANNED 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ML4111, FLORIDA 33130-1563 By (305) 375-2901 FAX (305) 375 2908 NOTICE OF ACCEPTANCE Decra Roofing Systems Inc. 1230 Railroad St. Corona, CA 92882 ,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 Zone. DESCRIPTION: Decr` atoof�S Decra Tile, Decra Shake, Decra Shake Plus, & Decra Shingle Plus 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 renews NOA N 03-1028.03 and consists of pages 1 through 11. The submitted documentation was reviewed by Frank Zuloaga, RRC O""' —007-5- NOA No 04-0831.01 ` Expiration Date: 01/25/09 0 11 L Approval Date: 05/19/05 C YPage 1 of 11 z`dO ROOFING SYSTEM APPROVAL: Category Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -1425 psf (See General Limitations #1) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Decra Tile Width=161/2" PA 110 Corrosion resistant, coated, preformed, Length = 52 1/4" metal panels in a the profile. Thickness = 0.0179 Decry Shake Width=14-%z" PA 110 Corrosion resistant, coated, preformed, Length = 53 '/," metal panels simulating a shake profile Thickness = 0.0179 Decra Shingle Plus Length = 1521s" PA 110 Corrosion resistant, coated, preformed, Width = 51-%" metal panels simulating a shake profile Thickness = 0.0179 Decry Shake Phis Length = 15-'/:" PA 110 - Corrosion resistant, coated, preformed, Width = 53- h" metal panels simulating a shake profile Thickness = 0.0179 Trim Pieces 1= varies PA 110 Standard flashing and trim pieces w = varies Thickness = 0.0179 TRADE NAMES OF PRODUCTS MANUFACTURED OTBERS Product Dimensions Test Product Description Manufactnrer Specifications Fasteners min. #8 x 11/a" PA 114 Pan head wood screws generic (Plywood Deck or Appendix E or annular ring shank into Wood Truss) min. 12 ga. hot dipped electro or mechanically gale. roofing nails for attachment of plywood deck to wood trusses Wood Battens 2" x 2" Grading Rule Southern Pine Select #2, generic Agency SPiB or equivalent with a specific gravity of 0.55 or better. NOA No 04-MI.01 Expiration Date: 01/25/09 Approval Date: 05/19/05 Page 2 of 11 Nails No. 16d x 3%" PA 114 Corrosion resistant, generic (Batten long x 0.131" Appendix E coated steel nails for Approved Attachment) diameter batten installation manufacturer Screws No. 8 x 3 1/2" PA 114 Corrosion resistant, generic (Batten long x 0.126" Appendix E Phillips flat head coated Approved Attachment) diameter steel screws for batten manufacturer installation Sealant N/A N/A Sealant for use at foam generic closure strip. Valley Flashing min. 26 ga. ASTM A 525 Galvanized steel valley generic min. 16" width flashing Screws ( Panel Hextta No. 12 x PA 114 Corrosion resistant, hex 171W Buildex attachment for all 1 W long Appendix E head, sheet metal screws panels) EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Underwriters Laboratories Inc. 03CA11899 UL 580 Oct. 2003 PRI Asphalt Technologies TARI-004-02-01 TAS 110 Mar. 2003 PRI Asphalt Technologies TARI-005-02-01 TAS 110 Mar. 2003 PRI Asphalt Technologies TARI-006-02-01 TAS 110 Mar. 2003 The Center for Applied Engineering, MTS 25-7248B ASTM G 26 Aug.,1990 The Center for Applied Engineering, No. 307WMDC PA 100 April, 1995 The Center for Applied Engineering, MTS 25-7248A ASTM B 117 " Aug., 1995 Western Fire Center, Inc. Project No. 95022 Fire Resistance ASTM E 108June, 1995 The Center for Applied Engineering, MTS 25-7248A ASTM B 117 Aug., 1995 The Center for Applied Engineering, MTS 25-7248B ASTM G 26 Aug.,1990 The Center for Applied Engineering, MDC-124 & 127 April, 1995 United States Testing Co., Inc. 187260-1 & 2 ASTM E 108 April, 1992 United States Testing Co., Inc. 187853-1 ' ASTM E 108 June, 1993 Western Fire Center, Inc. Project No. 95022 ASTM E 108 Jung 1995 NOA No 044831.01 'r 1?apiration Date: OV25/09 Approval Date: 05/19/05 Page 3 of 11 APPROVED SYSTEMS SYSTEM A-1: Decra Shake & Decra Tile (installed on battens) Deck Type: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank. For re -roof applications, refer below. Slope Range: In accordance with applicable Building Code. . Maximum Uplift Pressure: The maximum allowable uplift pressure for System A-1 shall be -75 psf (See General Limitations #1). Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than # 8 x 2 Yx" long screws spaced 6" O.C. In reroofing, where the deck is less than thick (Minimum 1$/„^) The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type B installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/<" 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 Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum 1l/a" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or s/8" water resistant type X gypsum sheathing with treated core and facer. Eave Termination Eave metal drip edge shall be installed in a 1/8" continuous bed of approved ASTM 4586 flashing cement with sealed laps. Eave metal drip edge shall be fastened to deck at 4" o.c. in accordance with RAS 111. Battens: Install minimum 2" x 2" wood battens over underlayment, running perpendicular to the roof slope, at a maximum spacing of 12ils" for the Decra Shake, or 14-%: "o.c. for the Decra Tile. Attach wood battens through deck to wood trusses spaced 24" o.c. with two approved 16d nails at each rafter or truss. Valleys: Valley construction shall be as detailed in Decra Roofing Systems Inc. current published specifications, and incompliance with the minimum requirements provided in RAS 133. Metal Panels and Accessories: Install the "Decra Shake or Tile" and accessories in compliance with Decra Roofing Systems Inc current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in RAS 133. Panels fastened to battens with approved Hextra No. 12 x 1 '/s" long screws driven into the (lower) butt edges course and upper edge of adjacent lower course spaced 7 inches o.c. Four approved screws for each full panel. o NOA No 04-0831.01 Expiration Date: 01/25/09 Approval Date: 05/19/05 Page 4 of 11 System A-2: Decra Shake or Shake Plus & Decra Tile or Shingle Plus (installed on battens) Deck Type: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank. For re -roof applications, refer below. Slope Range: In accordance with applicable Building Code. Maximum Uplift Pressure: The maximum allowable uplift pressure for System A-1 shall be —142.5 psf (See General Limitatioms#1). Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than # 8 x 2 VV long screws spaced 4" O.C. In reroofing, where the deck is less than :e/32" thick (Minimum "/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 %" 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 Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum''/<" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/s" water resistant type X gypsum sheathing with treated core and facer. Eave Termination Eave metal drip edge shall be installed in a I/s" continuous bed of approved ASTM 4586 flashing cement with sealed laps. Eave metal drip edge shall be fastened to deck at 4" o.c. in accordance with RAS 111. Counter Battens: Install minimum 1 x 4 inch counter battens fastened over underlayment, (and/or fire barrier) through the wood deck into the joist or trusses spaced 24 inches o.c. Counter battens shall be spaced at 24 inches o.c. and fastened with 16d by 3-%" long corrosive resistant twist shank nails. Twist shank nails shall be fastened 7 inches o.q along the entire length of the counter batten. Horizontal Batten: Install minimum 2" x 2" wood battens over counter battens, running perpendicular to the roof slope, at a maximum spacing of of 12-5/g" for the Decra Shake or Shake Plus, or 14-%2 "o.c. for the Decra Tile or Shingle P1us.Attach wood battens trough deck and counter battens'to the joists or trusses using two #10 x 3-%" long wood screws at each batten intersection. o NOA No 04-OS31.01 Expiration Date: O1/25/09 Approval Date: 05/19/05 Page 5 of 11 Valleys: Valley construction shall be as detailed in Deem Roofing Systems Inc current published specifications, and in compliance with the minimum requirements provided in RAS 133. Metal Panels and Accessories: Install the Decra Shake Plus or Decra Shingle Plus and accessories in compliance with Decra Roofing Systems Inc current, published installation instructions and details. Flashings, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in RAS 133. Panels shall be fastened to battens with No. 10 x I W long corrosion resistant screws driven into the (lower) butt edge course spaced 6 inches o.c for a total of eight screws for each full panel. NOA No 04-0831.01 0 Expiration Date: O1/25109 Approval Date: 05/19/05 Page 6 of 11 SYSTEM A-3: Decra Shake Plus & Decra Shingle Plus (direct to deck) Deck Type: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank. For re -roof applications, refer below Slope Range: In accordance with applicable Building Code. Maximum Uplift Pressure: The maximum allowable uplift pressure for System A-1 shall be -102 psf (See General Limitations #1). Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than # 8 x 2 '/z" long screws spaced 4" O.C. In reroofing, where the deck is less than 19/32" thick (Minimum rs/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 VV 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 Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum'/a" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or °/s" water resistant type X gypsum sheathing with treated core and facer. Eave Termination Eave metal drip edge shall be installed in a'/a" continuous bed of approved ASTM 4586 flashing cement with sealed laps. Eave metal drip edge shall be fastened to deck at 4" o.c. in accordance with RAS 111. Valleys: Valley construction shall be as detailed in Deem Roofing Systems Inc current published specifications, and in compliance with the minimum requirements provided in RAS 133. Metal Panels and Accessories: Install the Decra Shake Plus or Decra Shingle Plus and accessories in compliance with Decra Roofing Systems Inc current, published installation instructions and details. Flashings, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in RAS 133. Install a 1 x 4 inch wood starter batten at the eave fastened to wood deck with 410 x 1-'/z inch long corrosion resistant wood screws spaced six inches o.c. Panels fastened to starter strip and wood deck with No. 10 x 1 W' long corrosion resistant screws driven into the (lower) butt edge course spaced 6 inches o.c for a total of eight screws. And eight additional screws in the back end of each panel fastened to the deck for a total of sixteen screws per each full panel. (See detail drawing herein) NOA No 04-0831.01 Expiration Date: 01/25/09 Approval Date: 05/19/05 Page 7 of 11 GENERAL LOUTAT1ONs 1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones O.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). 2. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved." 3. Any modifications to this Notice of Acceptance shall void such approval. o ' NOA No 04-0831.01 Expiration Date: 01/25/09 Approval Date: 05/19/05 Page 8 of 11 16- Detail Drawings Decra Tile 8 Fastener installation Ir— 52-1/4" �I Decra Shake 8 Fastener Installation NOA No 04-0831.01 Expiration Date: O1/25/09 Approval Date: 05/19/05 0 Page 9 of 11 Decra Shake Plus 16 Fastener Installation Decra Shingle Plus 16 Fastener Installation 15.875"