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Home My WebLink AboutNOA; Series 1300 Aluminium 0.032 Panel Wood Deck• .A DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 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 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! Ser,..i., �300 th num t0 032"' Panel over Wood Deck 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 No. 16-0125.01 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino , MIAMI•DADE COUNTY NOA..No:_18-0711.14 � Expiration Date: 08/09/2023 rMyRApproval Date: 08/09/2018 Page 1 of 9 ROOFING ASSEMBLY- APPROVAL Category: Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Aluminum Deck Type: Wood Maximum Design Pressure See Table A Below TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Series 1300 1= various TAS 110 Aluminum, preformed, standing seam, w = 16" or 20" TAS 125 coated panels. Thickness = 0.032" Min. Yield Strength: 24 ksi Series 1300 6" Clip 1= 6-1/4" TAS 114 Corrosion resistant, formed, steel clips for w = 1-1/2" metal panel installation. h = 1-11/16" Thickness Min. = 0.024" Series 1300 Two 1= 3" TAS 114 Corrosion resistant, two piece floating, Piece Floating Clip w = 3/4" stainless steel clips for metal panel h = 1-1/2" installation. Thickness Min. _ Top: 0.015" Base: 0.030" Series 1300 3" Clip 1= 3" Corrosion resistant, formed; steel clips for w = 1 3/16" metal panel installation h = 1 s/s" Thickness Min. = 0.024" Trim Pieces 1= varies TAS 110 Standard flashing and trim pieces. w = varies Manufactured for each panel width. Thickness = 0.032" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specifications Description Manufacturer Bostik 70 0-5A N/A TAS 110 Heavy duty construction Bostik, Inc. adhesive. NOA No: 18-0711.14 MIAMI•DAD, COU TY Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 2 of 9 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Architectural Testing, Inc. 01-32797.01 TAS 100 11/05/98 46064.01-122-18 TAS 125 07/21/11 B8192.01-109-18 R2 TAS 125 02/01/13 Hurricane Test 0155 0404-04 TAS 125 05/21/04 Laboratory, Inc. BASF ASTM G23 11/15/04 ASTM B117 ATU Intertek F1488.01-109-18 TAS 125 05/05/16 NOA No: 18-0711.14 NTY Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 3 of 9 APPROVED ASSEMBLIES: System A-1: Series 1300 Metal Roof Panels 16" wide Deck Type: Wood, Non -Insulated Deck Description: New Construction 19/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. 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 32 gauge tin -caps and 12 gauge 1-1/" annular galvanized ring -shank roofing 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 Englert's current published installation instructions. Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Each roof panel is attached to the plywood substrate along it's male rib using the approved Series 1300 6" Clip (6-'/a" long x 1-'/2 " wide x 1-11/16" tall) located 3" from each panel end and at a spacing as listed in Table A below. Each clip is attached to substrate with four (4) corrosion resistant 410 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be mechanically seamed to a full 180 degree seam, (double lock) TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —55 sf —123.5 sf Maximum Clip Spacing 24" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No: 18-0711.14 MIAMI•DADE COUNTY Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 4 of 9 System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Series 1300 Metal Roof Panels 16" or 20" wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table B below Deck Attachment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. In reroofing, where the deck is less than 19/32" 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 32 gauge tin -caps and 12 gauge 1-'/a" annular galvanized ring -shank roofing 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 Englert's current published installation instructions. Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Each roof panel is attached to the plywood substrate along it's male rib using the approved Series 1300 Two Piece Floating Clip (3" long x 3/a" wide x 1-'/2" tall) located 3" from each panel end and at a spacing as listed in Table B below. Each clip is attached to substrate with two (2) corrosion resistant #10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be hand crimped to a 90 degree single lock, then mechanically seamed to a full 180 degree seam, (double lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corners Maximum Design Pressures —101.25 sf —142.5 sf —180 psf Maximum Clip Spacing 16" o.c. 8" o.c. 8" o.c. Bostik 70-05A Adhesive None None 2 1/8" beads in seam 1. Extrapolation shall not be allowed NOA No: 18-0711.14 MIAMI-DADE COUNTY Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 5 of 9 System C: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Series 1300 Metal Roof Panels 16" or 20" wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table C below Deck Attachment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. 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 an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant 32 gauge tin -caps and 12 gauge 1-1/4" annular galvanized ring -shank roofing 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 Englert's current published installation instructions. Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Each roof panel is attached to the plywood substrate along it's male rib using the approved clips located 3" from each panel end and at a spacing as listed in Table C below. Clips are attached using #10 self -tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". 2. Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be mechanically seamed to a full 90 degree seam, (single lock) TABLE C MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corners Maximum Design Pressures —86 sf —97.5 sf Panel Clip Series 1300 3" Clip 2 screws per clip) Series 1300 6" Clip 4 screws per clip) Maximum Clip Spacing 12" o.c. 8" o.c. Bostik 70-05A Adhesive 1/8" beads in seam 1/8" beads in seam 1. Extrapolation shall not be allowed NOA No: 18-0711.14 Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 6 of 9 SYSTEM 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. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in 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. 6. Panels may be jobsite roll formed with machine model Ws 10811107, 0290414, 338213, 4260215 and 596019 from Englert, Inc. NOA No: 18-0711.14 CMLAPLMI�-DALDE couNn Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 7 of 9 SERIES 1300 6" CLIP PROFILE DRAWINGS SERIES 1300 METAL PANEL i --F 0.80" SERIES 1300 TWO-PIECE FLOATING CLIP 3 i in 1-1/16" SERIES 1300 3" CLIP NOA No: 18-0711.14 MIAMI•DADE COUNTY Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 8 of 9 Before Seaming Bostik Sealant 90 degree 90 degree Seam 180 degree Seam Bostik Sealant 180 degree Seam w/Bostik Seam w/ (2) beads Sealant of Bostik Sealant END OF THIS ACCEPTANCE NOA No: 18-0711.14 Expiration Date: 08/09/2023 Approval Date: 08/09/2018 Page 9 of 9