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Home My WebLink AboutProduct Approval r - _BCIS Home Log In User Registration Hot Topics j Submit Surcharge j Stats&Facts Publications Contact Us BCIS site Maps Links Search db a �. I �`Product Approval USER:Public User G d !`l Product Approval Menu>ProQud or Application Search>Applcation List>Application Detail r FL# FL14317-R10 Z Application Type Revision � �JEEQ FOH Code Version 2017 x ,� fi—�d Application Status Pending FBC L,NIME Comments ST.a L I COUNTY Archived 0 BOC 6' Product Manufacturer Boral Roofing/MonierLifetile �v // Address/Phone/Email 7575 Irvine Center Drive ( 2, ! Suite 100 Irvine,CA 92618 (602) 88 Ext 8320 File Copy thomas.jememmett@boral.com Authorized Signature Thomas Jemmett thomas.jemmett@boral.com Technical Representative Adrian Cooper Address/Phone/Email 135 NW 20th Street Boca Raton,FL 33431 (954)520-5461 acoopeer@minierlifetile.com Quality Assurance Representative Address/Phone/Email I Category Roofing Subcategory Underlayments i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L; Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Robert J.M.Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/21/2020 Validated By John W. Knezevich,PE dj Validation Checklist-Hardcopy Received FL14317 R10 COI 01$ 1 COI IEMIN N.pddf Certificate of Independence 2 0 N E P Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 FRSA/TRI(April 2012)04-12 2012 UL 1897 2012 Equivalence of Product Standards i Certified By i Sections from the Code is Product Approval Method Method 1 Option D Date Submitted 10/12/2018 Date Validated 10/15/2018 Date Pending FBC Approval 10/22/2018 Summary of Products FL# Model,Number or Name Description 14317.1 Boral Roof Underlayments Roof underlayments for use in prepared roof assemblies Limits of Use Installation Instructions Approved for use in HVHZ: No FL14317 R10 II 2018 10 FINAL ER BORAL Underlayments FL14317- Approved for use outside HVHZ:Yes R1O.pdf Impact Resistant:N/A Verified By: Robert J.M.Nieminen PE-59166 Design Pressure:+N/A/-210 Created by Independent Third Party: Yes Other: 1.)The design pressure in this application Evaluation Reports pertains to a particular underlayment system for use FL14317 R10 AE 2018 10 FINAL ER BORAL Underlayments FL14317- under foam-on tile systems. Refer to ER Section RiO.pdf 5.6.4.2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C-y_rjght 2007-2013 State of Florida.::Priv Statement::Accessibllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe --r--- - ` ' � -' ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tyne: 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 Saxon 900-Shake Length== 17" TAS 112 Flat profile,interlocking,high-pressure extruded Y � 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 MIAM•DADECOUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort 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 102 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 102 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(Mortar 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 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 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 C •DADE COUNTY NOA No.: 18-0509.17 • 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(Ibf) 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 % (ft3) X(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-Ibf) Tile 2":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 MIAMI•DADE COUNTY NOA No.: 18-0509.17 � Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment- Mr(ft-Ibf) 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 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 18 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-Ibf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split Shake Adhesive' 31.3 2&3 594 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 grams. 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 paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split Shake ICP Adhesives Polyset®AH-160 118.9 3 Two-component foam 40.4 4 DAP Products Touch N' Seal Storm 935 Bond 2 two-component foam 45 6 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 per paddy 45 grams. 6 Medium paddy DAP Products Touch N'Seal Storm Bond 2 two-component foam minimum weight per paddy 24 grams. C •DADE COUNTY NOA No.: 18-0509.17 • Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 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 Sets 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 Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 MIAMI DARE COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES " 1-5/32"(Slate) k' 17" COVERLOCK I 13 „ UNDERLOCK SAXONY 900-SLATE NOA No.: 18-0509.17 MIAMIFDADECOUNTY Expiration Date: 04126122 Approval Date: 08102118 Page 7 of 9 PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 17.,, ti . _... 13 Note: Available Top Surface Finishes 6. 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 MIAMI•DADE couNT r Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 17 " J 1311 SAXONY 900-SHAKE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 18-0509.17 • Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9