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Home My WebLink AboutAPPROVED, Boral , Saxony 900 NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 1 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC 7575 Irvine Center Drive #100 Irvine, California, USA 92816 SCOPE: This NOA is being issued under the applicable rules and regulations governing t he 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: Saxony 900-Slate & Saxony Split Slate, Saxony 900- Shake & Saxony 900-Split Shake- Flat Profile Tile 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 19-0207.02 consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 2 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake as manufactured by Boral Roofing LLC, in Okeechobee, Florida as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Test Specifications Product Description Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake L =17” W =13” H = 1.19” Thickness: .70” TAS 112 Flat, Type 3a interlocking Class III, concrete tile equipped with two nail holes. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces L= varies W = varies Varying thickness TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane foam adhesive. ICP Adhesives and Sealants, Inc. TILE BONDTM Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. The Dow Chemical Company “Tile Tite” Roof Tile Mortar Premixed, pre-bagged roof tile mortar. Bermuda Roof Co. Inc. Bonsal Roof Tile Mortar Premixed, pre-bagged roof tile mortar. Bonsal American “Quikrete” Roof Tile Mortar, FL-15 Premixed, pre-bagged gray roof tile mortar. The Quikrete Companies, Inc. 2.2 MANUFACTURING LOCATION 1. Okeechobee, Florida NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 3 of 8 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 7161-03 Appendix II PA 108 (Nail-On) Dec. 1991 Letter PA 108 (Nail-On) Aug. 1994 P0631-01 PA 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Sept. 1993 The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Oct. 1994 25-7094-8 PA 102 (4" Headlap, Nails, Battens) Oct. 1994 25-7094-5 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Oct. 1994 25-7183-6 PA 102 (2 Quik-Drive Screws, Direct Deck) Feb. 1995 25-7183-5 PA 102 (2 Quik-Drive Screws, Battens) Feb. 1995 25-7214-1 PA 102 (1 Quik-Drive Screw, Direct Deck) March, 1995 25-7214-5 PA 102 (1 Quik-Drive Screw, Battens) March, 1995 Project No. 307025 Test #MDC-77 PA 100 Oct. 1994 Celotex Corporation Testing 520109-1 PA 101 Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4 & 5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Paddy Adhesive Set System April 1999 American Test Lab of South Florida TAS 112 RT1023.01-18 October 30, 2018 Walker Engineering, Inc. Calculations Restoring Moment Aerodynamic Multipliers March 29, 2018 PRI Construction Material BORR-022-02-01 TAS 101 02/25/2019 BORR-022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/25/2019 BORR-022-02-04 TAS 101 02/28/2019 NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 4 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix ‘A’. Such testing shall be submitted to the Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Mechanically attached tiles minimum 4/12 slope. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.8 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (l x w ) Tile Profile Weight-W (lbf) Length-l (ft.) Width-w (ft) Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake 10.9 1.42 1.08 Table 2: Aerodynamic Multipliers - λ (ft3) Tile Profile λ (ft3) Batten Application λ (ft3) Direct Deck Application Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake 0.291 0.315 NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 5 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 7.70 N/A 7.63 4.74 7.51 4.65 7.71 4.53 7.17 4.40 6.97 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32” plywood) Direct Deck (min. 19/32” plywood) Battens Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails1 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 2½” from head of tile. NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 6 of 8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake Adhesive2 31.33 2 See manufactures component approval for installation requirements. 3 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 13.9 grams. ICP Adhesives and Sealants, Inc.’s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake ICP Adhesives Polyset AH-160 1194 ICP Adhesives Polyset AH-160 1155 ICP Adhesives Polyset AH-160 836 ICP Adhesives Polyset AH-160 607 4 Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc.’s ICP Adhesives Polyset AH-160. 5 Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc.’s ICP Adhesives Polyset AH-160. 6 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.’s ICP Adhesives Polyset AH-160. 7 Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc.’s ICP Adhesives Polyset AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Saxony 900-Slate, Saxony 900- Shake & Saxony 900- Split Shake Mortar Set6 39.0 6 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". LOGO- NAME BORAL (LOCATED ON UNDERSIDE OF TILE) NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 7 of 8 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 8 of 8 END OF THIS ACCEPTANCE