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Home My WebLink Aboutroof tile paQoo(�- -rTt6 , 00(aI "t'lA f 40itc-�S�-v�� wer rcegp[rappn I Mot ioplev eubmit Burtharge etats®Felts i pahgce[Ipns FBC Stall BCls site Map Search C �NNia_ ,_ Product Approval p5eq: Npbhc User qrCelc�rio. c100 - F=c_ FL # ice_ t t' MFII<eaon oatsll Application Type FL7849_Rio Code Version Revision Application Status 2014 'Approve `Approved by DBPR A by the POC and/or the Commission by DBPR shall be reviewed and ratified Comments mission if necessary. Archived Product Manufacturer Address/Phone/Email Boral Roofing 7575 Irvine Center onDrivefetlle Suite 100 Irvine, CA 92618 (602) 269_2288 Ext8320 thomas.jem mett@boral.com Authorized Signature Thomas Jemmett BOra'RoolingUSAQualitY@boral.com Technical Representative � Address/Phone/Email Adrian Cooper 1369 Hammondville Road Pompano Beach, FL 33069 (954) 786-5360 adrian. cooper@bora I. com Quality Assurance Representative Address/Phone/Email Thomas B. Jemmett 7575 Irvine Center Drive Irvine, CA 92618 (602) 515-6933 Category BoralRootlng USAQuality@boral. com Subcategory Roofing Roofing Tiles Compliance Method Evaluation Entity Evaluation Report from a Product Evaluation Entity Quality Assurance Entity ICC Evaluation Service, LLC Quality Assurance Contract Expiration Date R I Ogawa & Associates, Inc. Validated By 12/31/2018 Gary W, Walker U Validation Checklist - Hardcopy Received Certificate of Independence P 7u84 gj I(' 01 od RIO—`�"S�ateme �t of Intl d f t RI O awa Ass 1 f v - tem n of In en nre - Referenced Standard and Year (of Standard) Standard ASTM C1492 Y4pc Equivalence of Product Standards 2003 Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/08/2017 Date Validated 02/09/2017 Date Pending FBC Approval Date Approved 02/09/2017 Summary of Products Go to Page = 0 as Page l/20O FL # Model, Number or Name Description 7849.1 Atlantis - Slate & Textured Flat Profile - Pompano Beach Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 RIO II Boral EBS Installation odf Approved for use outside HVHZ: Yes FL7849 RIO II FRSA-TRI Installat'Qn,pdf Impact Resistant: N/A Verified By: Gary W. Walker 40455 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL7849 RIO AE ESR 1647 08 2017 odf 7849.2 Barcelona 900 High Profile - Lake Wales Limits of Use Installation Instructions Approved for use in HVHZ: No FI 7849 R10 II Boral EBS In tallation odf Approved for use outside HVHZ: Yes FL7849 RIO II FRSA TRI Install t'on odf Impact Resistant: N/A Verified By: Gary W. Walker 40455 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL7849 RIO AE EaR-1647 OB 2017 df 7849.3 Capri Medium Profile - Lake Wales Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 RIO II Boral EBS Installatlon odf Approved for use outside HVHZ: Yes Fi 7849 R10 II FRSA TRI Installation,odf Impact Resistant: N/A Verified By: Gary W. Walker 40455 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL7849 R10 AE MR-1647 09 2017 odf 7849.4 Cedarlite 600 Flat Profile - Stockton Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 7849 RIO II Boral EBS Installation odf Approved for use outside HVHZ: Yes F1 7849 R10 II Cedarlite Madera Installation odf Impact Resistant: N/A FL7849 RIO II FRSA TRI I tallation oC! Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: Created by Independent Third Party: Yes Evaluation Reports FI7849 RIO AE ESR-12t 08 2017 odf 7849.5 Espana / Barcelona High Profile - Lake Wales Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R10 II Moral EBS Installation odf Approved for use outside HVHZ: Yes FI 7849 RIO II FRSA TRI Installatlon odf Impact Resistant: N/A Verified By: Gary W. Walker 40455 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports rr 7849 R10 AE FSR-1647 08 2017 odf 7849.6 Espana / Barcelona High Profile - Henderson Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 RIO II B9ral EBS Installation odf Approved for use outside HVHZ: Yes FL7849 RIO II FRSA-TRI Installatlon odf Impact Resistant: N/A Verified By: Gary W. Walker 40455 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FI 7849 R10 AE ESR-1647 08 2017 odf 7849.7 1 Madera 700 Flat Profile - Stockton Limits of Use Installation instructions Approved for use in HVHZ: No FI 7849 B10 11 Boral EBS Installation odf SAXONY 700, SAXONY SPLIT SLATE, SAXONY DIVISION: 07 00 007,.THERMAI JJaT�IfJ,MOISTURE PROTECTION REPORT 7575 SUBJECT: 600, MADERA 900, 900-IMPACT, SPANISH "S"; SPANH N. VILLA 600, VILLA 900 AND VILLA um Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" S/ PA( APRI70MKRLITE 600, LON/X S/$X6NY, SAXONY 600, t Ai&i4-SPLIT SHAKE, SAXONY 10. TEJAS ESPANA, VANGUARD FCC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not pecically addressed, nor are they to be construed as an endorsement of the subject of the report or a Im ��... ecommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as e�musrrmimouien �,,,w � any finding or other matter in this report, or as to any product covered by the report. ,.. opyright © 2016 ICC Evaluation Service, LLC. All rights reserved. ---- ---1 — . ESR-1647 Reissued August 2016 This reportis subject to renewal August 2017 www.icc-68,01M 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councils DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949)756-1605 www.boralamerica.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA-IMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY- SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE, SAXONY SPLIT SLATE, SAXONY-IMPACT, SAXONY 900-IMPACT, SPANISH "S", SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900-IMPACT 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code (IBC) ■ 2015, 2012 2009 and 2006 International Residential Codee (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind -uplift resistance 1.2 Evaluation to the following green code: Is 2013 California Green Building Standards Code (CALGreen), Title 24, Part 11 Attributes verified: ■ See Section 2.0 0 USES The Boral Roofing concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with Section 1505.2 of the IBC and Section R902.1 of the IRC. The attributes of the roof tiles have been verified as conforming to the provisions of CALGreen Section A5.406.1.2 for reduced maintenance. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project - specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.0 DESCRIPTION 3.1 Interlocking Concrete Roof Tiles: These roof tiles are extruded interlock concrete roof tiles that comply with ASTM C1492 and having interlocking ribs on the longitudinal edges of the tiles to restrict lateral movement and provide a water stop. All roof tiles are designed with anchor lugs except for the Cedarlite and Madera profiles. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed integrally with the tile mix to produce a through -colored product. All roof tiles are cured to reach required strength before shipment. Product designations, dimensions and installed dry weights are indicated in Table 1 of this report. Roof tile profiles are illustrated In Figure 1. 3.2 Concrete Roof Tiles: Spanish "S" roof tiles are extruded concrete roof tiles that comply with ASTM C1492. The roof tile is manufactured in the same manner as the roof tiles described in Section 3.1, except the tile is non - interlocking. The roof tile is designed without anchor lugs. The product designation, dimensions and installed dry weight are indicated in Table 1. See Figure 1 for an illustration of the tile. 4.0 INSTALLATION 4.1 General Installation of the Boral Roofing roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), dated March 2010, except as otherwise noted in this report. In case of a conflict between the installation manual and this report, this report governs. This report and the TRI/WSRCA installation manual �ESEwluation Reporls are main be construed as representing aesibelics or any other attributes not specifically addressed, nor are they to be ronstrued m endorsement ofthesubject ofthe report or a recommendation for its use. There is no wnrrano by1cCEvahra inyftnding or other matter in this report, or ne to any product covered by the report. lion Service, LLQ express or implied, as ryright0 20161CC Evaluation Service, LLC. All rights reserved. Page 1 of 15 ESR-1647 1 Most Widely Accepted and Trusted Page 2 of 15 must be available at the jobsite at all times during installation. The roof tiles must be installed on a minimum roof slope of 2'/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the save and vertical joints are at right angles to the save in order to ensure uniform contact between the tiles and proper fit and appearance. All cracked and broken roof tiles must be replaced. 4.2 Adhesive Set Systems: The Boral Roofing roof tiles may be installed with roof tile adhesives that are recognized In a current ICC-ES evaluation report for use in concrete roofing tile applications. Installation of flies using these adhesive set systems must be in accordance with the adhesive manufacturer's ICC-ES evaluation report. 4.3 Mortar Set Systems: Except for the Villa 600, Barcelona 600, Saxony 600, Cedarlite 600 and Madera tiles, the Boral Roofing roof tiles may be installed with mortars that are recognized in a current ICC-ES evaluation report for use In concrete roofing tile applications. Installation of tiles using these mortar set systems must be in accordance with the mortar manufacturer's ICC-ES evaluation report. 4.4 Wind Resistance: 4.4.1 Cedarlite 600, Madera 900 and Madera 700: 4.4.1.1 2015 IBC, 2015 IRC and 2012 IBC: Installation of these tiles is limited to the prescriptive parameters of IBC Table 1507.3.7 and IRC Section R905.3.7, as applicable, for ultimate design wind speeds (V„ic) of 130 mph (209 kmlh) or less and mean roof heights of 60 feet (18.3 m) or less under the IBC and 40 feet (12 192 mm) or less under the IRC. As an alternative, on minimum r/ie-inch-thick (11.1 mm) oriented strand board or minimum 15/32-inch-thick (11.9 mm) plywood, a single corrosion -resistant, buglehead wood screw, in the center fastener hole, may be used in lieu of the two nails required for roof slopes of 3:12 and over. The screw must be of sufficient length to penetrate through the deck a minimum of 3/4 inch (19.1 mm). The buglehead screw must have a shank diameter of 0.138 inch (3.5 mm) and a head diameter of 0.328 inch (8.3 mm). The tile may be installed with battens. Battens installed must be nominally 1-inch-by-3-inch wood. Each tile must be fastened to the batten with a single corrosion - resistant, buglehead wood screw in the center fastener hole. The screw must penetrate the batten a minimum of 3/4 inch (19.1 mm) but must not penetrate the underlayment. The top edge of the file is aligned with the top of the batten. 4.4.1.2 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: Installation of these tiles is limited to the prescriptive parameters of IBC Table 1507.3.7 and IRC Section R905.3.7, as applicable, for basic wind speeds (3-second gust) Of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less under the IBC and 40 feet (12 192 mm) or less under the IRC. See Section 4.4.1.1 for fastening of sheathing with single screw in lieu of two nails for roof slopes of 3:12 and over. Also, see Section 4.4.1.1 for tile installation on battens. 4.4.2 All Other Tiles Except Cedarlite 600, Madera 900 and Madera 700: 4.4.2.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate design wind speeds (V„It) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less under the IBC and mean roof heights of 40 ft (12 192 mm) or less under the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table 1507.3.7 or IRC Section R905.3.7, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Appendix A of this report, Design Considerations for High Wind Applications Under the 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7- 10) [hereinafter referred to as Appendix Al. 4.4.2.2 2012 IRC: For basic wind speeds (3-second gust) of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12 192 mm) or less, tiles must be installed in accordance with the prescriptive parameters of IRC Section R905.3.7. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Appendix A of this report. 4.4.2.3 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: For basic wind speeds (3-second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC or 40 feet (12 192 mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table 1507.3.7 or IRC Section R905.3.7, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment in accordance with the section on Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual, dated March 2010. The generic required aerodynamic uplift moment, determined in accordance with Tables 5A through 6D of the TRI/WSRCA installation manual, must be multiplied by the tile factor ratio in Table 2 to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 7A of the TRI/WSRCA installation manual, must be equal to or greater than the required aerodynamic uplift moment for the specific roof the being installed. 4.6 Fire Classification: When installed in accordance with this report, the Boral Roofing concrete roof tiles are Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR-1709. 5.0 CONDITIONS OF USE The Boral Roofing extruded concrete roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The roof tiles must be installed in accordance with this report, the applicable code and the TRI/WSRCA installation manual, dated March 2010. In case of a conflict between the installation manual and this report, this report must govern. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. 5.3 The Boral Roofing concrete roof tiles are produced at the manufacturing facilities specified in Table 1 ESR4647 1 Most Widely Accepted and Trusted Page 3 of 15 under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated February 2012 (editorially revised April 2015). 7.0 IDENTIFICATION The underside of each field tile, except for Cedarite 600, Madera 700 and Madera 900 tiles, is imprinted with the MonierLifetile or Boral Roofing logo (Figure 2) or the name MonierLifetile, Boral, Boral Lifetile or Vostile. Cedarlite 600, Madera 700 and Madera 900 tiles have an "M" imprinted on the top side of each tile. Each shipping pallet must have a label bearing the Boral Roofing name; the tile designation; manufacturing location and address; color; SAP number; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR-1647). TABLE 1-TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY WEIGHT (psf) DIMENSIONS' (In.) LENGTH WIDTH MANUFACTURING FACILITY, Atlantis - Slate 10.4 10e 10'/e Pompano Atlantis -Textured 10.4 161/e to,/, Pompano Barcelona 900 9.5 17 13 Lake Wales Barcelona 900 9.3 17 13 Lathrop Barcelona - Impact 10.3 161/2 13 Katy Capd 10.1 17 12% Lake Wales Cedadite 600 5.9 131/2 13 Stockton Espana / Barcelona 9.0 17 1231, Henderson Espana / Barcelona 8.5 17 12% Lake Wales Espana / Barcelona 9.0 17 12% Lathrop Espana / Barcelona 9.0 17 1231, Rialto Espana 600 / Barcelona 600 5.9 17 12% Rialto Saxony 900 - Hartford Slate 9.1 17 13 Stockton Madera 900 9.5 131/2 13 Stockton Madera 700 7.2 13% 13 Stockton Mission S / Barcelona 10.3 16% 13 Phoenix Saxony 900 - Split Old English Thatch 9.8 17 13 Stockton Saxony -Country Shake 10.3 16'/2 13 Katy Saxony -Country Shake 10.3 17 1231, Rialto Saxony - Country Slate 10.3 16% 13 Katy Saxony - Country Slate 10.3 17 123/e Rialto Saxony- Country Split Shake 10.3 161/2 13 Katy Saxony- English Thatch 10.3 16'/2 13 Katy Saxony- English Thatch 10.3 17 123/e Rialto Saxony- English Thatch 10.4 17 123h Lake Wales Saxony - Shake 10.3 16% 13 Katy Saxony - Shake 9.5 16% 13 Phoenix Saxony - Shake 10.3 17 123/e Rialto Saxony - Shake 10.4 17 1231, Lake Wales Saxony - Shake 9.6 17 13 Denver Saxony 900 - Shake 9.1 17 13 Lathrop Saxony 900 - Shake 9.1 17 13 Stockton Saxony - Slate 9.5 16% 13 Phoenix Saxony - Slate 10.3 16% 13 Katy Saxony - Slate 10.3 17 12% Rialto Saxony - Slate 10.4 17 12% Lake Wales Saxony 900 - Slate 9.1 17 13 Lathrop Saxony 900 - Slate 9.1 17 13 Stockton For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m`. ESR-1647 I Most Widely Accepted and Trusted Page 4 of 15 TABLE 1-TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES (Continued) TILE DESIGNATION INSTALLED DRY WEIGHT (pat) DIMENSIONS' (in.) LENGTH WIDTH MANUFACTURING FACILITY Saxony 900 - Country Slate 9.1 17 13 Stockton Saxony - Slate 9.6 17 13 Denver Saxony- Country Slate 9.6 17 13 Denver Saxony- Split Old English Thatch 9.6 17 13 Denver Saxony - Split Shake 10.3 17 123/e Rialto Saxony - Split Shake 10.4 17 12% Lake Wales Saxony- Split Slate 10.3 17 123/e Rialto Saxony - Split Slate 10.4 17 12% Lake Wales Saxony 600 - Shake 5.7 17 13 Stockton Saxony 600-Slate 5.7 17 13 Stockton Saxony 600 - Split Shake 5.7 17 13 Stockton Saxony 700 - Shake 7.2 17 13 Stockton Saxony 700 - Slate 7.2 17 13 Stockton Saxony 700-Split Shake 7.2 17 13 Stockton Saxony 700 - Shake 7.1 17 13 Rialto Saxony 700 - Slate 7.1 17 13 Rialto Saxony 700-Split Shake 7.1 17 13 Rialto Saxony 900 - Shake 9.1 17 13 Henderson Saxony 900 - Slate 9.1 17 13 Henderson Saxony 900 - Country Slate 9.1 17 13 Henderson Saxony 900 - Shake 9.5 17 13 Lake Wales Saxony 900-Slate 9.5 17 13 Lake Wales Saxony 900-Split Shake 9.5 17 13 Lake Wales Saxony 900-Country Slate 9.5 17 13 Lake Wales Spanish "S" 9.5 18 103/e Pompano Tejas Espana / Barcelona 9.0 16% 13 Katy Vanguard Roll 8.4 16% 13 Pompano Villa 9.6 16% 13 Phoenix Villa 900 9.0 17 13 Rialto Villa 900 9.0 17 13 Denver Villa 600 5.8 17 13 Rialto Villa 600 6.0 17 13 Stockton Villa 900 9.3 17 13 Stockton Villa 9.0 161/z 13 Katy Villa 900 9.2 17 13 Lake Wales Spanish "S" Nuevo 9.9 17 93/4 Lake Wales Saxony 600 5.9 17 13 Rialto Saxony 900 9.3 17 13 Rialto Saxony -Impact 10.5 16Y: 13 Katy Saxony -Impact 10.5 17 13 Denver Saxony 900- Impact 10.4 17 13 Stockton Villa 900 - Impact 10.1 17 13 Denver For SI: 1 inch = 25.4 mm, 1 psi = 4.88 kg/m`. 'Installed dry weight is based on a 3-inch headlap. 'All dimensions are nominal ESR•1647 I Most Widely Accepted and Trusted Page 5 of 15 TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS TILE DESIGNATION TILE (FfA) TOR TILE FACTOR RATIO' Capri 1.407 (Base Tile Factor) 1.000 Mission S / Barcelona Saxony' Split Old English Thatch Tejas Espana Vanguard Roll Villa Saxony — Impact Atlantis Slate / Atlantis Textured 1.013 0.720 Spanish "S" 1.265 0.899 Spanish "S" Nuevo 1.144 0,813 Espana / Barcelona 1.525 1.084 Espana 600 / Barcelona 600 Barcelona 900 Barcelona - Impact Saxony 600 Saxony 700 Saxony 900 Saxony 900 Hartford Slate Saxony 900 Split Old English Thatch Villa 600 Villa 900 Villa 900 — Impact Saxony 900 — Impact 'Tile factor ratio = file factor / Base tile factor of 1.407 ft'. See Section 4.4.2 of this report and Appendix B of the TRIMSRCA installation Manual, dated March 2010, for additional details. 'Saxony includes the following profiles: Saxony— Shake, Slate, Split Shake, Split Slate, Country Shake, Country Slate, Country Split Shake, English Thatch and Split Old English Thatch. ESR-1647 i Most Widely Accepted and Trusted Page 6 of 15 APPENDIX A Design Considerations for High Wind Applications Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) 2015 and 2012 IBC: Table 1507.3.7 of the 2015 and 2012 International Sulding Code provides prescribed installation requirements for concrete and clay roof tiles applicable to ultimate design wind speeds (V�It) up to 130 miles per hour (58 m/s). For specific regions of the country identified in the 2015 and 2012 IBC as being subjected to ultimate design wind speeds (V„it) in excess of 130 miles per hour (58 m/s), the tiles and fastening systems must be designed in accordance with this Appendix. IRC: On buildings located in areas where the 2015 IRC ultimate design wind speed does not exceed 130 mph (58 m/s) and having a maximum mean roof height of 40 feet (12.192 mm), the application must comply with 2015 IRC Section R905.3.7. On buildings located in areas where the 2012 IRC basic wind speed does not exceed 100 mph and having a maximum mean roof height of 40 feet (12.192 mm), tile application must comply with 2012 IRC Section R905.3.7. For greater basic wind speeds and/or higher mean roof heights, the tiles and fastening systems must be designed in accordance with this Appendix. The following design aids are provided to the roof designer for consideration in determining the fastening requirements for roof tiles for wind applications beyond the prescriptive requirements in the IBC or IRC. These tables were developed based on the requirement of 2015 and 2012 IBC Section 1609.5.3 and ASCE 7-10. Tables 4A through 4D of the Appendix are used to determine the generic required aerodynamic uplift moment for the tile. The generic required aerodynamic uplift moment determined from the tables must be multiplied by the tile factor ratio in Table 2 to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 5 of the Appendix must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. Underlayment Notes: For consideration of attachment of underlayments in high wind areas, see 2015 and 2012 IBC Section 1507.3.3.3, 2015 IRC Sections R905.1.1 and R905.3.3 and 2012 IRC Section R905.3.3.3. Attachment of underlayments must comply with the above mentioned sections. TABLE 3 Conversion from Nominal Design Wind Speed V , to Ultimate Design Wind Speed V„ 1t shall be converted as V„c = VA' 0.6 or from the following table: V„1t 110 120 130 140 150 160 170 180 190 V,m 85 93 101 108 116 124 132 139 147 For SI: 1 mile per hour =0.44 m/s. Alinear interpolation is permitted. ESR-1647 ( Most Widely Accepted and Trusted Page 7 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7.10) TABLE 4A Required Aerodynamic Uplift Moment for Tile, Zone 3 Me (ft-Ibf) For Roof Pitches 6:12 and Less Gable Roof 2'1i:12 < G < 6:12 (12° < G < 271) Hin Roof 5'1.:12 < G < 6:12 (25° < G < 27*1 o,Ci^� MRH 110 120 130 140 150 160 170 180 190 0-15 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 20 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 25 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 30 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 35 11.7 13.9 16.3 18.9 21.7 24.7 27.9 31.3 34.9 40 12.2 14.5 17.0 19.7 22.6 25.7 29.1 32.6 36.3 45 12.5 14.9 17.4 20.2 23.2 26.4 29.8 33.4 37.2 50 12.9 15.4 18.1 21.0 24.1 27.4 31.0 34.7 38.7 55 13.3 15.8 18.6 21.5 24.7 28.1 31.7 35.6 39.6 60 13.6 16.2 1 19.0 22.0 25..33 28.8nn.�, 36A 40.6 MIND' kt +�}.rSiil� yqy e$Y'1 `32.5 i a tn� u"j ,MRH XXx .._,' N'-!4 nR,.. ,k1c'# %W 110 120 130 140 150 160 170 180 190 0-15 13.6 16.2 19.0 22.0 25.3 28.8 32.5 36.4 40.6 20 14.4 17.1 20.1 23.3 26.8 30.5 34.4 38.6 43.0 25 15.0 17.9 21.0 24.4 28.0 31.8 35.9 40.3 44.9 30 15.7 18.7 21.9 25.4 29.2 33.2 37.5 42.0 46.8 35 16.1 19.2 22.6 26.2 30.1 34.2 38.6 43.3 48.2 40 16.6 19.8 23.2 27.0 30.9 35.2 39.8 44.6 49.7 45 17.0 20.2 23.7 27.5 31.5 35.9 40.5 45.4 50.6 50 17.5 20.8 24.4 28.3 32.4 36.9 41.7 46.7 52.0 55 17.7 21.1 24.8 28.8 33.0 37.6 42.4 47.6 53.0 60 18.1 21.5 25.3 29.3 33.6 38.3 43.2 48.4 54.0 L $wgix t t:'. (�Il 0f,� 'AR"Rr. g_..t z.' eMRH SF ` ;w •Y! .xhr N1Riar E^i tt:R: 110� 120 130 140 150 160 170 180 190 0-15 16.5 19.6 23.0 26.7 30.7 34.9 39.4 44.1 49.2 20 17.3 20.6 24.1 28.0 32.1 36.6 41.3 46.2 51.6 25 19.9 21.3 25.0 29.0 33.3 37.9 42.8 48.0 53.5 30 18.6 22.1 25.9 30.1 34.5 39.3 44.3 49.7 55.4 35 19.1 22.7 26.6 30.8 35.4 40.3 45.5 51.0 56.8 40 19.5 23.2 27.3 31.6 36.3 41.3 46.6 52.2 58.3 45 20.0 23.8 27.9 32.4 37.2 42.3 47.8 53.5 59.7 50 20.3 24.2 28.4 32.9 37.8 43.0 48.5 54.4 60.6 55 20.7 24.6 28.8 33.4 38.4 43.7 49.3 55.2 61.6 60 20.9 24.9 29.3 34.0 39.0 44.4 50.1 56.1 62.5 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 tt, above ground. Mnn = mean noon nelyii€ if I Feet for Roof Pitches 6:12 and Less Equates to Roof Slopes 12 deg < 0 < 27 deg for Zone 3. ESR-1647 I Most Widely Accepted and Trusted Page 8 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7.10) TABLE 4B Required Aerodynamic Uplift Moment for Tile, Zone 3 Me (ft-lbf) For Roof Pitches 5'12:12 and Less Hip Roof 2'12:12 < O < 5%:12 (121 < O < 25°1 � �z, r yi�l�C�Sx' �E� �. A ` ( ` . }'� I(,� P1�r"' M A i�°nlr,'IX�°�1a�Ltt1B (.�I� � •. _ i YV £ SA h ll€x F1{ s MRH 110 120 130 140 150 160 170 180 190 0-15 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 20 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 25 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 30 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 35 8.8 10.4 12.2 14.2 16.3 18.5 20.9 23.5 26.1 40 9.1 10.9 12.7 14.8 17.0 19.3 21.8 24.4 27.2 45 9.4 11.1 13.1 15.2 17.4 19.8 22.4 25.1 27.9 50 9.7 11.6 13.6 15.7 18.1 20.6 23.2 26.0 29.0 55 10.0 11.9 13.9 16.1 18.5 21.2 23.8 26.7 29.7 60 10.2 12.1 14.2 16.5 19.0 21.6 24.4 27.3 30.4 n r' )tF 1F} r i Al1t1rV1�'y{„yg rye ,.,p A e �Y�f G "t £ pkki s e, k r k I MRH 110 120 130 140 150 160 170 180 190 0-15 10.2 12.1 14.2 16.5 19.0 21.6 24.4 27.3 30.4 20 10.8 12.9 15.1 17.5 20.1 22.9 25.8 28.9 32.2 25 11.3 13.4 15.8 18.3 21.0 23.9 26.9 30.2 33.7 30 11.8 14.0 16.4 19.1 21.9 24.9 28.1 31.5 35.1 35 12.1 14.4 16.9 19.5 22.5 25.6 29.0 32.5 36.2 40 12.5 14.9 17.4 20.2 23.2 26.4 29.8 33.4 37.2 45 12.7 15.1 17.8 20.6 23.7 26.9 30.4 34A 38.0 50 13.1 15.6 18.3 21.2 24.3 27.7 31.2 35.0 39.0 55 13.3 15.9 18.6 21.6 24.8 28.2 31.8 35.7 39.7 60 13...6y 16.1 18.9 22.0 25..2/, 28.7 32.4 36.2 40.5 • 0 �� I%dh: 1. �LFtb.X,i lrlm•.{"k{E gg{{y n.e ete.�T.) }}yyy 4 AfnGN�.} MRH 110 120 130 140 150 160 170 180 190 0-15 12.4 14.7 17.3 20.0 23.0 26.2 29.5 33.1 36.9 20 13.0 15.4 18.1 21.0 24.1 27.4 31.0 34.7 38.7 25 13.4 16.0 18.8 21.8 25.0 28.4 32.1 36.0 40.1 30 13.9 16.6 19.4 22.6 25.9 29.5 33.3 37.3 41.5 35 14.3 17.0 19.9 23.1 26.6 30.2 34.1 38.2 42.6 40 14.6 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 45 15.0 17.9 21.0 24.3 27.9 31.7 35.8 40.2 44.8 50 15.2 18.1 21.3 24.7 28.3 32.3 36.4 40.8 45.5 55 15.5 18.4 21.6 25.1 28.8 32.8 37.0 41.5 46.2 60 15.7 18.7 22.0 25.5 29.2 33.3 37.6 42.1 46.9 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 n. auove ground. mnn = mnau nwi He..... Feet for Roof Pitches Less Than 5'12:12 Equates to Roof Slopes 12 deg < O <25 deg for Zone 3. and APPENDIX A(Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 20151BC ,,. and IRC and the 20121BC and IRC (ASCE 7-10) TABLE 4C Required Aerodynamic Uplift Moment for Tile, Zone 3 Me (ft-Ibf) For Roof Pitches Greater Than 6:12 GableRoof6:12<0112:12 MRH m 27 <O <45 ` s°.i+ll,�l � )'$j1�:'� 110 .a�'� . �.1111tx;; aiarsut`,n',t%"` 120 130 140 0-15 150 6.8 8.9 9.6 1.4 180 190 20 11.141 1 144.5.5 16.4 18.3 20.4 6.8 8.1 9.6 11.1 25 12.7 14.5 16.4 18.3 20.4 6.8 8.1 9.6 17.1 30 12.7 14.5 76.4 18.3 20.4 6.8 8.1 9.6 11.1 35 12.7 - 14.5 16.4 18.3 20.4 7.1 8.5 10.0 71.6 13.3 15.7 17.1 19.1 21.3 Z4 8.8 10.4 12.0 45 13.8 15.7 17.8 19.9 22.2 Z6 9'1 10.7 50 12.4 14.2 16.1 18.2 20.4 22.8 7.9 9.4 11.1 55 14.7 12.8 16.8 18.9 21.2 23.6 82 9'7 11.3 13.1 60 15.1 83 172 19.4 21.7 9.9 116 13.1 24.2 756 176 i. 19.9 223 248 MRH 170 120 130 140l 11' 4<}. ."', ""z+.r4 "?.w 0-15 150 .. 180 170 780 190 8.3 9.9 11.6 20 13.5 15.5 17.6 19.9 22.3 24.8 8.8 70.5 12.3 25 14.3 18.8 16,4 9.2 10.9 12.8 21.0 23.6 26.3 30 14.9 17.1 19.5 22.0 24.6 27.4 9.8 11.4 13.4 15.5 35 17..1 20.3 9.9 11.8 13.8 16.0 22.9 25.7 28.6 40 18.4 20.9 23.6 26.4 10.2 12.1 14.2 29.5 16.5 45 18.9 21.5 24.3 27.2 30.3 10.3 72.3 14.5 16.8 50 19.3 21.9 24.8 27.8 30,9 10.7 12.7 14.9 17.3 55 19.8 22.6 25.5 28.5 31.8 10.8 - 15.2 176 60 11.1 13.2 15.4 17.9 20 2 230 25 9 704 32.4 m. Yi}+.`-..a v �„Ea?„,�p� , 20 6 23 4 26 4 296 330 MRH 110 . (114'8 130 0-15 140 150 160 170 180 10.1 12.0 20 14.1 16.3 190 18.1 21.3 24.1 27.0 10.6 12.6 25 14.8 30.1 10.9 13.0 15.3 17.1 19.6 22.3 25.2 28.3 31.5 30 11.3 13.5 17.7 20.4 23.2 26.2 29.3 32.7 15.8 18.4 35 11.7 13.9 16.3 21.1 24.0 27.7 30.4 33.8 18.9 40 21.6 24.6 27,8 31.2 34.7 11.9 14.2 16.7 19.3 45 22.2 25.2 28.5 31.9 12.2 14.5 17.1 35.6 19.8 50 22.7 25.9 29.2 32.7 36.5 12.4 14.8 17.3 55 20.1 23.1 26.3 29,7 33.3 37.1 12.6 15.0 17.6 60 20.4 23.5 26.7 30.1 33.8 37.6 12.8 15.2 17.9 20.8 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. Feet for Roof Pitches Greater bove ground. MRH = Mean Roof Height Than 6:12 Equates to Roof Slopes 27 deg < p < 45 deg for Zone 3. 9 of 15 and Trusted APPENDIX A (Continued) DESIGN CONSIDERATIONS _ FOR HIGH WIND APPLICATIONS Under The 20151BC and IRC and the 2012 IBC and IRC (ASCE 7.10) TABLE 41) Required Aerodynamic Uplift Moment for Tile, Zone 3, Ma (ft-Ibf) for MO110810 a pdchee • 21/,; 12 < ©� � � 30° MRH � nli o- �` °• s ;a _ 110 n. ;41i$ 120 130 140 0-15 150 12.1 .1 170 11 80 14.4 20 17.0 19.7 190 22.6 25.7 29.0 32.5 36.2 12.1 14.4 17.0 19.7 25 22.6 25.7 29.0 32.5 36.2 12.1 14.4 17.0 30 19.7 25.7 22.6 29.0 32.5 12.1 14.4 17.0 35 19,7 36.2 6 25.7 29 0 12.7 40 32.5 36.2 15.1 17.7 20.5 26.8 31..5 33.9 37.8 13.2 15.7 18.4 21.3 45 24.5 27.9 13.6 16.1 18.9 31.5 35.3 39.3 50 21.9 14.0 18.7 19.6 25.1 28.6 32.3 36.2 40.3 19. 55 22.7 26.1 29.7 33.5 37.6 14. 17.1 60 41.9 14.7 30.4 34.4 ... 17 38.5 42.9 ..,.5.� 20 6 23 9 27 4 ..4„i yRka , ` 31.y2 352 395 440 MRH 110 120 130 14.7 17.5 140 160 170 180 205 190 20.6 23.9 97.4 31.2 00.4 15.6 25 39.5 44.0 18.6 21.8 25.3 29.0 33.0 37.3 41.8 46.6 16.3 19.4 22.8 26.4 30 30.3 34.5 38.9 43.6 48.6 17.0 20.2 23.7 35 17.5 20.8 24.5 27.5 31.6 35.9 40.6 45.5 50.7 40 18.0 21.5 25.2 28.4 32.6 37.0 41.8 46.9 52.2 45 18.4 21.9 257 29.2 33.5 38.1 43.1 48.3 53.8 50 . 18.9 22.5 25. 29.8 34.2 38.9 43.9 49.2 54.8 55 30.6 35.1 40.0 45.1 50.6 56.4 19.2 22.9 26.9 60 19.6 23.3 27.4 31.2 35.8 40.7 46.0 51.5 57.4 ' R, t3,a a F 1 3 a.N- 317 36.4 414 466 525 58.4 � MRH 110 120 0-15 130 140 30 150 1 to 180 190 17.9 21.3 2 9A 28.9 20 33.2 37.8 42.7 47.8 53.3 18.7 22.3 25 19.4 23.1 30.3 34.8 39.6 44.7 50.1 55.9 30 27.1 31.5 00.1 41.1 20.1 23.9 46.4 52.0 57.9 35 28.1 32.6 37.4 20.6 42.5 48.0 53.9 60.0 24.6 40 28.8 33.4 38.4 43.7 49.3 55.2 61.6 21.2 25.2 45 29.5 34.3 39.3 21.7 25.8 44.8 50.5 56.6 63.1 50 30.3 35.1 40.3 45.9 51.8 58.0 64.7 22.0 26.2 55 30.8 35.7 40.9 46.6 52.6 59.0 65.7 22.4 26.6 60 31.2 36.2 41.6 47.3 53.4 22.7 27.0 59.9 66.7 Wind Speeds are per ASCE 7-10 54.2 60.8 in Feet for Roof Pitches 6%:12 67.8 for Ultimate Design Wind Spa at 33 ft. above4.1MRH = ground. and Less Equates to Roof Slopes 12 de < Roof Height p O < 30 deg for Zone 3.Mean 9 - 10 Of 15 ESR-1647 ) Most WidetyAccepted and Trusted Page 11 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7.10) TABLES ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft4bf) MECHANICAL FASTENING SYSTEMS 1-10d smooth or screw shank nail, with clip 25.2 25.2 35.5 2-10d, smooth or screw shank nail, with clip 38.1 38.1 44.3 Direct Deck 2-10d ring shank nail 39.1 36.1 28.6 2-10d ring shank nail, with 4" head lap 50.3 43.0 33.1 _ 1-#8Screw 39.1 33.2 28.7 1-10d smooth or screw shank nail, with clip 27.5 27.5 29.4 2-10d smooth or screw shank nail, with clip 37.6 37.6 47.2 Batten 2-10d ring shank nail 34.6 36.4 26.8 1-# 8 screw 25.6 30.1 25.5 2-#8 screw 36.1 41.9 37.1 Direct Deck 2-10d ring shank nail 46.4 45.5 41.2 For mean roof heights over 60 ft, engineering calculations must be submitted for permitting. Notes for Table 5: 1. For attachment systems not listed In the table for's/z2• sheathing use the allowable aerodynamic uplift resistance from the table for 's/32. sheathing. 2. Fasteners shall have a minimum edge distance of 02 inches from the head of the tile and located in the pan of the tile to obtain the values in Table 5. 3. Ring shank nails shall be 10d ring shank corrosion resistant steel nails with the following minimum dimensions: (3 inches long, 0.283-inch flat head diameter, 0.120-inch undeformed shank diameter or 0.131-inch screw diameter). 4. Smooth or screw shank nails shall be 10d corrosion resistant steel (with the following minimum dimension. (3-inch long, 0.283-inch flat head diameter, 0.120-inch undeformed shank diameter or 0.131-inch screw diameter). 5. Screws are #8 course threaded, 2.5-Inch-long, corrosion -resistant steel wood screws conforming to ANSI/ASME B 18.6.1. 6. The fastener hole nearest the overlock shall be used when a single nail or screw Is required. The fastener hole nearest the underiock and the fastener hole nearest the overlook shall be used when two nails or screws are required. 7. When using save and field clips, attachment of the tiles is accomplished by a combination of nails and clips. Tiles are nailed to the sheathing or through the battens to the sheathing with one or two 10d corrosion resistant nails (Notes 2 and 3 above). Additionally, each tile is secured with a 0.060-inch-thick and 0.5-inch-wide clip which is secured to the plywood sheathing or save fascia, as appropriate, with a single nail per clip. The nail shall be placed in the hole closest to the file for clips having more than one nail hole. The following clip/nail combinations are permitted: (1) Aluminum alloy clip with 1.25-inch HD galvanized roofing nail (0.128-inch shank diameter). (2) Galvanized steel deck clip with 1.25-inch I4D galvanized roofing nail (0.128-inch shank diameter). (3) Stainless steel clip with 1.25-inch HD galvanized roofing nail (0.128 inch shank diameter). 8. Field clips and save clips are to be located along the tile where the clip's preformed height and the tile's height above the underlayment are identical. 9. Counterbatten values not Included. 10. For attachment systems not listed In table for's/32• sheathing, use allowable aerodynamic uplift moment from table for "/a2. sheathing. ESR-1647 I Most W/dety Accepted and Trusted Atlantls—Slate Atlantle—Textumd Nailhole A Nailhoie 8 Capri FIGURE 1—TILE ILLUSTRATIONS 12 of 15 ESR-1647 ( and Trusted ?WNW Nail Hole May ha" 2 of dw.dbq an, loca0oaa NWl�ratwx �»�raaVataa saNO""y"'�attt'Mkakt Saxony —Country Slate Saxony 900—Country Slate Madera 900 Madera 700 Cedarllte 600 smmnyslata `� saxony9oo sax"y NO Hell Hole" A IS Saxony -Impact Saxony 900.1mpaet Mayhe�p2par,.aMW ape o�atp on maaM"e�tln" saxaay.L`a1+ThMola FIGURE 1—TILE ILLUSTRATIONS (Continued) 13 of 15 ESR-1647 I Most Saxony 900—Spilt Did English Thatch Saxony —Split Old English Thatch Saxony —Split Shake bn.x«an.Rnan $0xtply-Shake ftwgo sax"Y M Sax00y 7M NOR NOW A 6 SOx-ny-Impact I Saxony 900_Impact Ntli "W" FIGURE 1—TILE ILLUSTRATIONS (Continued) aaxany-spaslaw 14 of 15 pinppAwl+ya ESR-1547 I Most Kridely Accepted and Trusted Page 15 of 15 Nail hole mey he located on the pan depending on manufacturing location. Villa Villa 600 Ville 900 Villa 900-Impact Ts�a[aµww- FIGURE t—TILE ILLUSTRATIONS (Continued) vsaWwM Spanish "S" Nuevo FIGURE 2—MONIERLIFETILE LOGO OR BORAL ROOFING LOGO ICC-ES Evaluation Report ESR-1647 CBC and CRC Supplement Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92616 (949) 756-1605 www.boralamerica.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA—IMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY—SHAKE, SAXONY—SLATE, SAXONY—COUNTRY SLATE, SAXONY—SPLIT SHAKE, SAXONY--SPLIT SLATE, SAXONY—IMPACT, SAXONY 900—IMPACT, SPANISH "S" , SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA goo —IMPACT 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2013 California Building Code (CBC) ■ 2013 California Residential Code (CRC) - Properties evaluated: ® Fire classification ■ Weather resistance ■ Wind -uplift resistance 2.0 California Building Code (CBC) The Boral Roofing concrete roof tiles described in the master report ESR-1647 may be used where a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying. with CBC Section 1505.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CBC Sections:1507.3.10 and 1512. The roof tiles may be used in the construction of new buildings located in a Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area, provided installation is also in accordance with the 2012 IBC provisions in the master report and the additional requirements of CBC Sections 701A.3 and 705A. 3.0 California Residential Code (CRC) The Boral Roofing concrete roof tiles described in the master report ESR-1647 may be used where a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3'is required, provided installation is in accordance with the master report and the additional requirements of Section R905.3 of the CRC. The roof tiles may be used in the construction of new buildings located in any Wildland—Urban Interface Fire Area, provided installation is also in accordance with the 2012 IRC provisions of the master report and the additional requirements of CRC Sections R327.1.3.1 and R327.5. The products recognized in this supplement have not been evaluated for compliance with the International Wildland—Urban Interface Code . This supplement expires concurrently with the master report, reissued August 2016. ICGESEv.hmfian Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no warranty by 1CC Evaluation Service, LLC, express or implied, as Kv to co j nding or other matter in this report, ores to any product covered by the report. Pagel of 1 Copyright ®2016[CC Evaluation Service, LLC. All rights reserved. ICC-ES Evaluation Report ESR-1647 FBC Supplement Reissued August 2016 This report is subject to renewal August 2017. www.ice-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 3216—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boralamerica.com EVALUATION SUBJECT CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA—IMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY-SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE, SAXONY-SPLIT SLATE, SAXONY-IMPACT, SAXONY 900-IMPACT, SPANISH "S" , SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 6009 VILLA 900 AND VILLA 900-IMPACT 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Boral Roofing concrete roof tiles, recognized in evaluation report ESR-1647, have also been evaluated for compliance with the codes noted below. Compliance with the following codes: ■ 2014 Florida Building Code —Building ■ 2014 Florida Building Code —Residential 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Concrete Roof Tiles described in the master report ESR-1647 comply with the 2014 Florida Building Code —Building and the 2014 Florida Building Code —Residential, when designed and installed in accordance with the master evaluation report under this additional condition: The Boral Roofing extruded concrete roof tiles must be installed in accordance with the recommendations of the FRSAITRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zane provisions of the 2014 Florida Building Code —Building, and the 2014 Florida Building Code —Residential has not been evaluated, and is outside the scope of this supplement. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2016. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed r as an endorsement afda subject fire report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyftnding or other matter in this report, or as to any product covered by the report.' ' Copyright ® 2016 ICC Evaluation service, LLC. All rights reserved. Pagel of I Y •' i e W. •.. Y. i. SCIS Home I US In I User Re91st2aon I Hot Tupin ( submit Surcharge 1 Sta6 & Fe[ts I Pubhca kms I FBC Staff ( SCIS Site Map I Links I Search F 'Product Approval USER: Public User x to pr Product Aoonval Me I> PmA,ct orA,rolicailon_ arth > ApOcAtion Llst> Application Detail FL At FL14317-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r') Product Manufacturer Boral Roofing / MonierLifetlle Address/Phone/Emall 7575 Irvine Center Drive Suite 100 Irvine, CA 92618 (602) 269-2288 Ext 8320 thomas.jemmett@borai.com Authorized Signature Thomas Jemmett BoralRoofingUSAQuality@boral.com Technical Representative Adrian Cooper Address/Phone/Email 135 NW 20th Street Boca Raton, FL 33431 (954) 520-5461 acoopeer@minlerlifetile.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/13/2017 Validated By John W. Knezevich, PE L J Validation Checklist - Hardcopy Received Certificate of Independence FL.14377 R7 COI 2015—QL-CDL-NLQo1Wen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 FRSA/TRI (April 2012) 04-12 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 07/01/2015 07/02/2015 07/11/2015 08/19/2015 FL # Model, Number or Name Description 14317.1 Boral Roof Underlayments Roof underlayments for use In prepared roof assemblies Limits of Use Approved for use in HVHZ: No Installation Instructions FL14317 R7 II 2015 07 FINAL ER BORAL Underlayments FL14317_ 37.ndf Verified By: Robert J. M. Nleminen PE - 59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-202.5 Created by Independent Third Party: Yes Other: 1.) The design pressure In this application pertains to a particular underlayment Evaluation Reports FL14317 R7 AE 2015 07 FINAL ER BORAL Unde lavments FL14317- 117,Lid Created by Independent Third Party: Yes system for use under foam -on the systems. Refer to ER Section 5.6.2 for all such systems and max design pressures. 2.) Refer to ER Section 5 for Limits of Use. each Next Contact Us ;: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida Is an AA/EEO employer. Copyrialm 20 7-20 3 State of Florida, :: Privacy Statement :: A z b I�rS tty Statement :: Refund Statement Under Florida law, email addresses arc public records. If you do not want your e-mail address released In response to a public-recuAs request, do not send electronic mail to this entity. Instead, contact the a ice by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275 (1), Hadds 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 smalls provided may be ..ad for official cemm unicatlon with the licensee. However small 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 avallabin o the public. To determine If you arc a licensee ands, Chapter 455, F.S., please ck Produce Approval Accepb: so imBE® tiP4 LI!': i l �t I i'l: ny MNI M EVALUATION REPORT Boral Roofing 7575 Irvine Center Drive Suite 100 Irvine, CA. 92618 EXTERIOR RESEARCH & DESIGN, L-C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report M35710.12.10-RS FL14317-R7 Date of Issuance:12/21/2010 Revision 8: 07/01/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sul Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Boral Roof Underiayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6. Prepared by: Robert Lill Nieminen, P.E. Florida Registration No. 59156, Florida OCA ANE1983 ".r.-Imlla seal appeuing was authu,Wd by Robert Nlaminen, P.E. on 07/0112015. This does not serve as an electmnleally signed document Signed, sealed haNcoples have been transmitted to the Product Approval Adminlstratotand to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinityJ ERD is not owned, operated or controlled by any company manufacturing or distributingproducts it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERb f. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is su bject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prove Standard Year 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4,1507.2.8,1507.2.9.2,1507.4.5.1, Physical Properties ASTM D1970 2009 1507.4.5.2,1507.5.3,1507.5.3.2,1507.6.3, 1507.6.3.2, 1507.7.3,1507.7.3.2 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD(T5T6049) Wind Uplift T6460.06.07-RS 10/09/2007 ERD (TST6049) Physical Properties T33190.08.30 08/06/2010 ERD (TST 6049) Physical Properties M33180.08.10 10/09/2010 ERD (TST6049) Wind Uplift T37610.07.11 07/29/2011 ERD (TST 6049) Physical Properties B40380.08.12 08/28/2012 ERD (TST 6049) Physical Properties C41420.09.12-2 09/11/2012 ERD(TST 6049) Physical Properties B41940.09.12 09/13/2012 ERD (TST 6049) Physical Properties B47390.07.14-1 07/32/2014 ERD (TST 6049) Physical Properties B47390.09.14 09/04/2014 PRI (TST 5878) Physical Properties NEI-006-02-01 04/01/2002 PRI (TST 5878) Physical Properties NEI-034-02-02 03/23/2006 PRI(TST5878) Physical Properties NEI-045-02-01 08/08/2007 PRI (TST 5878) Physical Properties NEI-053-02-01 05/01/2008 PRI (TST 5878) Physical Properties NEI-070-02-01 08/12/2009 PRI (TST 5878) Physical Properties NEI-031-02-02:REV 10.27.10 10/27/2010 PRI (TST 5878) Physical Properties NEI-029-02-01REV: 11.03.10 12/03/2010 PRI (TST 5878) Physical Properties NEI-046-02-OIREV 12/17/2010 PRI (TST 5878) Physical Properties NEI-034-02-02 / MLT-015-02-01 01/29/2013 PRI (TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI (TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 UL, LLC.(QUA 9625) Quality Assurance Service Confirmation, R14610 Exp.12/10/2017 UL, I.I.C. (QUA 9625) Quality Assurance Cross -Listing Confirmation, R16744 09/04/2013 UL, LLC. (QUA 9625) Quality Assurance Service Confirmation, R16744 Exp. 30/13/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherinx Underlayments: 4.1.1 Boral TileSeal° SOHT is a nominal 50-mil thick, polyester -surfaced, self -adhering SBS moarieo Dirumen rVU1 underlayment. 4.1.2 Boral TileSeal• HT is a nominal 60-mil thick, polyester -surfaced, self -adhering SB5 modified bitumen roof underlayment. 4.1.3 GatorSeale is a nominal 55-mil thick, granular -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.4 StormSentry- is a nominal 120-mil thick, mineral -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.5 Citadel° Plus is a nominal 48-mil thick, fabric -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen roofing underlayment for use as a base -layer In two-ply underlayment systems. Exterior Research and Design, U.C. Evaluation Report M35710.12.10-RB FL14317-R7 CertlNrate of Authorization #9503 Revision B: 07/01/2015 Page 2 of 6 '\4TR'IN1T ERQ 5. LIMITATIONS: 5.1 This Is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report, refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHl for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop Boral Roof Underlayments are follows. Table 1 pertains to use of each listed underlayment by -itself beneath the stated roof covers. Refer to the installation instructions and Table 2 for two-ply underlayment options. 7GatorSeal t Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Yes Yes No Yes Yes Yes (battens only) Yes Yes Yes Yes Yes Yes (See 5.5.1) Yes Yes No No Yes Yes (battensonly) StormSentry Yes Yes No No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. EundeenTThe Adhesives 3M'" 2-Component Foam Roof Tile Adhesive AH-160 (FL6332) 3M"' Roof Tile Adhesive RTA-1 (FL6276) Dow TILE BOND- Roof Tile Adhesive (FL717) Convenience Products' Touch'n Seal Storm Bond Roof Tile Adhesive (FL14506) 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Citadel Plus, Boral TileSeal 50"T, Boral TlleSeal"r, StormSentry or GatorSeal: ➢ Plywood (unprimed or primed with ASTM D41 primer). Boral TileSealm: ➢ OSB primed with ASTM D41 primer. 5.6.2 Wind Resistance of Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.2.1 Maximum Design Pressure = -105 psf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: (Optional) Citadel Plus, self -adhered Underlayment: Boni TlleSeal"r, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga: x 134" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-Inch o.c. Exterior Research and Design, LLC. Evaluation Report M3S710.12.30-RS Certrf ude ofAuthorkadon a9503 F1.14317-117 Revision 8: 07/01/201S Page 3 of 6 5.6.2.2 a De i �� mum p r s ure _ m � r (PfRIN17YIERD Deck. Min. 15/32-Inch plywood to meet project requirements to satisfaction Primer: ASTM D41 to the plywood deck Of Authority Having Jurisdiction. Base Ply: (Optional) Citadel Plus, self -adhered Underlayment: Boral TileSeal", self -adhered, and back-nalled within the selvedge -edge side laps using 12 ga. x lY." ring shank nails through 32 ga., 1-5/8"diameter tin caps spaced 12-Inch o.c. 5.6.3 Bond to Base Layer Underla ment: Citadel Plus, Boral TIIeSeal 50"', Boral TileSeal"'or GatorSeal: ASTM D226, Type II felt; Citadel Plus. StormSentry; ➢ ASTM D226, Type It felt; Citadel Plus. For installations under mechanically attached prepared roof coverings, base layer shall be attached codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12 , Per minimum 1504.3.1. J Appendix A, Table 1 or as tested in accordance with FBC Section 5.6.4 Bond to Other Substrate Types: Citadel Plus, Boral TIIeSeal SomBoral TileSeal"', StormSentry or GatorSeal: ➢ ASTM D41 primed metal (e.g., flashing metal, valley metal, etc). Boral TileSeal"': - ➢ Huber Zip Deck (unprimed or primed with ASTM D41 primer); Dens Deck Prime. Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. 5.7 Exoosureions: 5.7.1 GatorSeal shall not be left exposed for longer than 30-days after installation, prior to placement of final roof cover. 5.7.2 StormSentry shall not be left exposed for longer than 90-days after installation, prior to placement of final roof cover. 5.7.3 priorAlcazar, lace TIIeSeal final rand Boral TileSeal"'shall not be left exposed for longer than 180-days after installation, prior to placement of final roof cover. 5.7.4 Citadel Plus, for use as a base -layer In a two-ply underlayment system, shall not be left exposed for longer than 180- days after Installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing subject to the Limitations set forth in Section 5 herein and the specifics noted belowpublished installation instructions 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayment when ambient and surface temperatures 6_4 Citadel Plus: are minimum 40°F and rising. 6.4.1 Citadel Plus Is limited to use as a base or mid -layer in multi -ply underlayment systems beneath Boral TIIeSeal 50"', Boral TileSeal'' GatorSeal or StormSentry. 6.4.2 Slope limitations are those associated with the top -layer underlayment. 6.4.3 Direct to Deck: Cut the membrane Into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by Y.-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposedrubberized asphalt onto the deck, pressing firmly into place. Roil into place with a weighted roller. Sorel recommends fastening of the top edge of the sheet to the deck with roofing nails, nails & tin -tags or 1-Inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater. Overlap successive courses minimum 2 inches (horizontal lap) and minimum 4" end (vertical) laps. Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50"', Boral TileSeal" ; GatorSeal or StormSentry. Exterior Research and Design, LLC. Cend/rmte o/Author/ration 0503 Evaluation Report M357301Z.10-1418 FL14317-R7 Revision 8: 07/01/2015 Page 4 of 6 RINITY ERD .. 6.4.4 To Base Sheet: Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4.3 and when used as part of a multi -ply system. Install Citadel Plus as a mid -ply in accordance with Boral Roofing published Installation instructions and Section 6.4.3. Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50xr, Boral TileSealxr, GatorSeal or StormSentry. 6.5 Soral TileSeal 50xr. 6.5.1 Install Boral TileSeal 50xr in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.5.2 Do not use Boral TileSeal 50xr on roof pitches less than 2:12. 6.5.3 Non -Tile Applications Direct to Deck, Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by Y+-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-Inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater. Overlap successive courses the width of the black -selvedge area, minimum 3-inch. Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. 6.5.4 Non -Tile Applications, to Base Sheet Install ASTM D226, Type II felt in accordance with Code requirements. Install Boral TileSeal 50xr in accordance with Boral Roofing published installation instructions and Section 6.5.3, except end (vertical) laps, described below. Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in contact with the fabric top surface, rolling the interface into place with a weighted roller. 6.5.5 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Battens must be used for all tile installations atop Boral TileSeal 50xr. Boral Roofing's Elevated Batten System" or counter battens are required for roof pitches of 2 Y:12 to less than 4:12. 6.6 GatorSeal and StormSentry: 6.6.1 Install GatorSeal and StormSentry in compliance with manufacturer's published installation Instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 Do not use GatorSeal on roof pitches less than 2:12. Do not use StormSentry on roof pitches less than %:12 while ensuring there is no possibility for ponding water on the surface of StormSentry. 6.6.3 Non -Tile applications, Direct to Deck: Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by''/. -inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater. Overlap successive courses the width of the black -selvedge area, minimum 3-inch. Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self -adhering bituminous underside is in contact with the granular or mineral top surface, rolling the interface into place with a weighted roller, or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions. Exterior Research and Design, I.I.C. Evaluation Report M35710.12.10-1118 Certif late afAuthorkatiun a9503 FL14317-R7 Revision 8: 07/01/2015 Page 5 of 6 '�INITYERp 6.6.4 Non -Tile Applications to Base Sheet - Install ASTM D226, Type If felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install GatorSeal or StormSentry over ASTM D226, Type II felt or Citadel Plus in accordance with Boral Roofing published Installation Instructions and Section 6.6.3 except end (vertical) laps, described below. Apply SBS Mastic under all side (vertical) laps or any other laps where the self -adhering bituminous underside is in contact with the granular top surface, rolling the interface Into place with a weighted roller. 6.6.5 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the Instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Battens must be used for all tile Installations atop GatorSeal. 6_7 Boral TileSeal "r: 6.7.1 Install Boral TileSeal "t in compliance with manufacturer's published installation Instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. 6.7.2 Do not use Boral TileSeal "r on roof pitches less than 2:12. 6.7.3 Non -Tile Applications. Direct to Deck• For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by Y,-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll Into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with rooflng nails, nails & tin -tags or 1-Inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater. Overlap successive courses the width of the black -selvedge area, minimum 3-inch. Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. 6.7.4 Non -Tile Applications to Base Sheet, Install ASTM D226, Type If felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install Boral TileSeal "r in accordance with Boral Roofing published Installation Instructions and Section 6.7.3, except end (vertical) laps, described below. Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in contact with the fabric top surface, rolling the interface into place with a weighted roller. 6.7.5 Tile Applications: Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Battens must be used for all tile installations atop Boral TileSeal Hr with roof pitches of 2% to less than 3:12. Boral Roofing's Elevated Batten System or counter battens are required. Approved foam adhesive may be used for roof slopes 2:12 and greater. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CA requirements. 9. QUALITYAssURANCE ENTITY: UL, LLC.—QUA9625; (414) 248-6409; Karen.buchmann@us.ul.com 54011Xs]7it/11111111AL141 k1ff i3Z41iiE Exterior Research and Design, LLC. Evaluation Report M35710.12.10-RS Certli lmte afAuthorization #9503 FL14317-R7 Revision 8: 07/01/2015 Page 6 of 6 Florida Building Code Online Page 1 of 2 n. aCIS Nome ( Hot T I ea I. user kasiey.vae ao�4 I swma sYrcna,va I smtF a Pao; � PYoiwuees I Fac sart I aus seta Ha P I Wks I aeatrry� Product Approval UaeR: Public user t se' a eroeYm n___at y> praeY�r. Ir > aeoura�iee r �.c > nvanuuon darn FL # Application Type Code version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technkal Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6332-R7 Revision 2014 Approved Eal ICP Adhesives & Sealants, Inc. 12505 NW 44th Street Coral Springs, FL 33065 (888) 774-1099 Ext 201 bagne@lcpadhesives.com Brett Agne bagne@lcpadheslves.com Brett Agne 12505 NW 44th Street Coral Springs, FL 33605 (888) 774-1099 Ext 203 bagneammm.com Rooting Roof Tile Adhesives Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC O6/05/2018 John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received FL6332 R7 COI 2016 01 ColN I F Standard ASTM E108 SSTD 11 YAM 2007 1997 'Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated 06/17/2016 Date Pending FBC Approval 06/17/2016 Date Approved 06/20/2016 08/17/2016 Proael, Number or Name 7XmPBct ICP Adhesives Polyset AH-160 f Use ed for use in HVHZ: No ed for use outside HVHZ: yes Resistant: N/APressure: +n/a/-178 .) The design pressure Ilmitation In this application hip and ridge tiles in one configuration. Refer to tiles are designed based Table 2 of ER for all hip and ridge tile limitations. 2.) Field Refer to Table 1 of ER For on tile limitations. moment Referiresistance e. ER Sections 5 for other Iimitations of Use. Page 2 of 2 Dual component expanding pplyurethane roof the adhesive Installation Instructions Rr odf2 R7 rr 016 06F(NAl- ER�AH160�� Verified By; Robert Nleminen PE-59166 Created by Independent Third Party; yes Evaluation Reports aack Neat by Independent Third party: yes S•PDraL[gi :: 35gI.@latr Slo ^ - I h The Suta or Flodda I an,W,,DamploYe, _ Pha e S9PYf1oM 2 0nder Florae law, pub' a�'�—!--.., :: Frl_y::s I To" amnil addresses arelc;ecords. tf you do Dot want Your a -mall addresq released In ras e " Pe •nn,,, Settlan 455.275" Florid StaNMy, eneglva OGoherci, 201Z�Ilansemtllalnsetl undaer ChaPrsr 155, f.s, must ProWde Me De rheY have one. The you have an Poke r^ a Pualk-ruerds request, do not send p ¢molls Provided maY he used or emcial mmmunlraaon with tM Ikensel. 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