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Home My WebLink AboutNotice of Acceptance (2) i FILE COPY REVIEWED FOR CODE COMPLIANCE 7zv3r v 9 MIAMI•DWE ST LUCIE C U TY BOCC MIAMI-DADE COUNTY ME L � o ?.L PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOSOURCE R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION d. Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing,LLC 7575.Irvine Center Drive, Suite 100 1 Irvine, CA 92618 SCOPE' J This NOA is being issued under the applicable rules and regulations governingi 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 Fl drida Building Code including.the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony.900 Concrete Roof 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 recision 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,Flo rida,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 NOA revises NOA No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino W. T NOA No.: 18-0509.17 MiaMi•naoe couwnr Expiration Date; 04/26/22 Approval Date: 08/02/18 Page 1 of 9 I 1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, concrete roof Width: varies pieces for use at hips,ridges and rakes. varying thickness NOA No.: 18-0509.17 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 i .2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing " -May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A' Static Uplift Testing March, 1994 Engineering,Inc. - TAS 101 (Adhesive Set).- " The Center for Applied 25-7183-6 Static Uplift Testing TAS 1'02 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 10'2 March, 1995 Engineering,Inc.' (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Redland Technologies 7161=03 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108'(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing " July 1994 TAS 108 (Nloi-tar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994- Engineering,Inc. TAS;112 Celotex Corporation 5201094 Static Uplift Testing Dec. 1998 Testing Service 5201 1 1-4- TAS 101 Celotex Corporation 520191-1 Static Uplift Testing { March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-1094 February 1996 Walker Engineering,Inc. Evaluation Calculations 2,5-7.496 April 1996 Walker Engineering,Inc. Evaluation Calculations -25-7584/25-7804b-8/25-7804-4&5 December 1996 . 25-7848-6 1 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations. Aerodynamic Multipliers, 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive-Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring:Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 MI I•DADE COUNTY Expiration'Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 . TAS 101 10/12/2016 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 Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code.: 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake& Split Shake) Concrete Roof Tile 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 (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Saxony 900 10.9 1.417 1.08 Slate, Shake &Split Shake Table 2: Aerodynamic Multipliers -X (ft3) Tile X (ft3) 1 (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 211:12" 3":12' 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake 7.70 7.62 _ 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAM4DADE COUNTY NOA No.: 18-0509.17 - Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 . I i I Table 4: Attachment Resistance Expressed as a Moment -Mf'(ft-lbf) for Mechanically Fastened Systems Tile Fastener-Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank.Nails 30.9 138.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 19.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 !;-,, j 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 ' 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 _ 34.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) ; Table 5: Attachment Resistance Expressed as a Moment Mf�(ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split.Shake . Adhesive' 31.3 2&3 59 4 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond'one-component foam minimum weight per,-paddy 13.9 gams. 3. ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8.grams. 4. DAP Products Touch N'Seal Storm Bond 2 two-component foam minimum weight per addy 8 qrams. d Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 118.93 Two-component foam J 40.4 4 DAP Products Touch N' Seal Storm 93 5 Bond 2 two-component foam 456 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. 5 Large paddy DAP Products Touch N'Seal Storm Bond 2 two-component foam minimum weight `er paddy 45 grams. 6 Medium paddy DAP Products Touch N'Seal Storm Bond 2 two-component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 MIAMbDADEcouNTY Expiration Date: 04/26/22 22 O Approval Date: 08/02/18 Page 5 of 9 i i Table 7': 'Attachment"Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar Set Systems Tile- Tile Minimum Attachment Profile Application_ Resistance Saxony 900_Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 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 the Building Off cial.or applicable building code.in order to properly evaluate the installation of this system. PROFILE DRAWINGS' NOA No.: 18-0500.17 MIAMI•DADE COUNTY Expiration Date: '04/26/22 Approval bate: 08/02/18 Page 6 of 9 9 ,I NAIL HOLES i, li. l 1-5/32"(Slate) 17 " COVERLOCK I� i;. 13 ' i. UNDERLOCK SAXONY 900-SLATE i 1 i i �i • I i NOA No.: 18-0509.17 MIAMaoanecOUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 r PROFILE DRAWINGS .'` � .- NAIL HOLES x� •.� �.�, ` •��;,� 1-9/32"(Shake) q. 17 " 1311 Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE NOA No.: 18-0509.17 MIArlI•Daoe COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 I PROFILE DRAWINGS I I NAIL HOLES II -9/32"(Shake) C 17 I 1311 1 . 1 SAXONY 900-SHAKE END OF THIS ACCEPTANCE I JJa d l I NOA No.: 18-0509.17 MIAMI•DADECOUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 I d i I