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Home My WebLink AboutAPPROVED NOA 19-0814.81 i i REVIEWED FOR MIAMFONX CODE CCMPLIANC • ,�- U f V MIAM1-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE!(R}I ` 11805 SW 26 Strt%a,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 !"(786)315-2599 NOTICE OF ACCEPTANCE NOA www,miamidndc.eovleevnorov Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 926113 F 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: 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 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 No.19-0408.01 and consists of pages I through 9- The submitted documentation was reviewed by Freddy Sentino NOA No.: 19-0814.01 KaWew 'E , Expiration Date:04/26/22 Approval slate: 11/27/19 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood t. 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 goo-Slate Length— 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof the with two nail holes. For direct deck, thickness=1-5t32" 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= 1-9132" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete the 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 the with two nail holes. For direct deck, thickness= 1-9132" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-1 12 Accessory trim,boosted Barcelona,concrete roof Width: varies pieces for use at hips,ridges and rakes. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL NOA No.: 19-0814.01 Expiration Rate:04/26/22 Approval Date: 11127/19 Page 2 of 9 2.2 EVIDENCE SUBMITTED: Test Ago Test Identifier Test Name/Reoort Date The Center for Applied 94-094 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws,Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws,Battens) 25-7214-1 Static Uplift Testing TAS 102 March, 1995 (I Quik-Drive Screw,Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw,Battens) Project No.107025 Wind Driven Rain Oct. 1994 Test#MDC-77 TAS 100 RedlandTcchnologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11&III TAS 108(Nail-On) Letter Dated Aug, 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894IR3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Ceiotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584P25 7804b-8/25-78044&5 December 1996 25-7848.6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29116 South Florida 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 BORR-022-02-01 TAS 101 02/25/2019 BORR-022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/2512019 BORR-022-02-04 TAS 101 02/28/2019 NOA No.;19-0814.01 Expiration Date:04/2G/22 Approval Date. 11/27/19 Page 3 of 9 3. LimiTATiONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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 Mechanically attached tiles minimum slope 4112. 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 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(Ibf) Length-1(ft) Width-w (ft) Saxony 900 10.9 1.417 1.06 Slate Shake&Split Shake Table 2: Aerodynamic Multipliers -2,(ft) Tile Z(fta) 3 (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(ft4bf) Tile 2":12" 3":12" 4":12" 5":12" 6"A2" 7":12"or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens I Direct I Battens Direct Battens Direct Slate &, Shake& I Deck I Deck I Deck I I Deck Split Shake 7.70 7.62 6.61 7.50 &46 1 7.34 1 6.31 7.16 1 6,13 1 6.95 NOA No.: 19-0814.01 Expiration Date:04/26122 Approval Date: 11/27/19 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 1913211 plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30,9 38.1 17.2 State,Shake & 1-10d Smooth or Screw Shank Nail 7.3 9,8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14 0 18.8 7A 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 511 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nall(Eave 19.0 19.0 22.1 Cli 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.-Ibf) for two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Adhesive' 31.3 Ta 3 Slate,Shake &Split Shake i 594 i 1 See foam adhesive manufacturers component a roval for in tlatkin requirements. fi [4. The Dow Chemical Company TileBond'"one-component foam minimum weight per paddy 13.9 grams. . ICP-Adhesives Polyset� two-component twoomponent foam,minim m weight per paddy 8 grams. DAP Products Touch N'Seal Storm Bond 2 twr- om onent foam minimum weight per add 8. rams. t E g 1 I gF NOA No.: 19-0914.01 Expiration Date:04126/22 Approval Date: 11/27/19 'E Pages of 9 't r Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tits Application Minimum Attachment Profile Resistance Saxony 900 ICP Adhesives PolysetO AH-160 1193 Slate, Shake&Split Shake Two-component foam 1154 835 606 DAP Products Touch N' Seal Storm 93' Bond 2 two-component foam 45 6 3 Large paddy placement of45grams of Polysetw AH-160. 4 Large Paddy Placement of 34. rams of Poi set®AH-160 z 5 Mediumm paddy placement of 24 rams of Pot et®AH-160. 6 Medium paddy acement of 16 rams of Pal eW AH-160. LaMq Wd y DAP Products Touch N'Seal Storm Bond 2 two-component foam minimum eigihtaerpaddy0orams. - 6 Medium paddy DAP Products Touch N'Seal Storm Bond two-com onent foam minimum weight per paddy 24 grams. i Table 7: Attachment Resistance Expressed as a Moment-Mf(ft:Ibn for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Mortar Set6 43.96 Slate,Shake&Split Shake 9 Tile-rite Rocf Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed t below,or following statement: "Miami-Dade County Product Control Approved". OR LABEL FOR BORAL SAXONY 900"TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE NOA No.:19-0814.01 Expiration Date:04126/22 Approval Date: 11/27/19 Page 6 of 9 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the fallowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES 1-5132"(Slate) 17" COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE NOANo.:19-0814.01 am Expiration Date;04/26112 Approval Date: 11/27119 Page 7 of 9 PROFILE DRAWINGS NAIL HOLES §a te 1-9132"(Shake) i� i i 17 " 13 " Note:Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE NOA No.:19-0814.01 Expiration Date:(14126/22 Approval Date: 11/27/19 Page 9 of 9 PROFILE DRAWINGS NAIL HOLES 1-913T'(Shake) 170 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE NOA No.: 19-0814.01. Expiration Date:04/26t22 Approval Date: 11/27/19 Page 9 of 9