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HomeMy WebLinkAboutProduct Approval (3) File Copy s' ! �: r... Professional .. t :. Wt • i +: 1 ............BE BCIS Home I Log In I User Registration E Hot Topic. I Submit Surcharge Stats&Facts I Publications I FBC Staff � BCIS Site Map ! Links I Search i►rGctc�o. c►O O Product Approval _ - ;USER:Public User I____!— /\ Product Approval Menu>product or Application Search>Application List>Application Detail q { ��^S �lical t( I } I FL# FL7849-R10 � Application Type Revision Z Code Version 2014 (� 11�� p( {( Q �o Application Status Approved 1 r�� O'1"; I — *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments L Archived 0 Product Manufacturer Boral Roofing/MonlerLifetile Address/Phone/Email 7575 Irvine Center Drive Suite 100 Irvine,CA 92618 (602)269-2288 Ext8320 thomas.jemmett@boral.com Authorized Signature Thomas Jemmett BoralRoofingUSAQuality@boral.com Technical Representative Adrian Cooper Address/Phone/Email 1369 Hammondville Road Pompano Beach,FL 33069 (954)786-5360 adrian.cooper@boral.com Quality Assurance Representative Thomas B.]emmett Address/Phone/Email 7575 Irvine Center Drive Irvine,CA 92618 (602)515-6933 BoralRooflngUSAQuality@boral.com Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service,LLC Quality Assurance Entity R I Ogawa&Associates,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gary W.Walker CI Validation Checklist-Hardcopy Received Certificate of Independence FL7849 RIO COI ICC-Statement of Indeoendence.ndf FL7849 RIO COI RI Ooawa Associates-Statement of Independence- 2013.pdf Referenced Standard and Year(of Standard) Standard Year ASTM C1492 2003 Equivalence of Product Standards Certified By Sections from the Code i 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 Page 1/2 0 0 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 pdf Approved for use outside HVHZ:Yes F17849 RIO II FRSA-TRI InstallarlonDdF 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 E5R-1647 08 2017 odf 7849.2 1Barcelona 900 High Profile-Lake Wales Limits of Use Installation Instructions Approved for use in HVHZ:No FL7849 R10 II Boral RS Tnctallation odf Approved for use outside HVHZ:Yes FL7849 RIO II FRSA-TRI Installation.D f 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 E5R-1647 08 2017,pdf 7849.3 Capri Medium Profile-Lake Wales 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 R10 11 FRSA-TRI Installation.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 7849.4 Cedarlite 600 Flat Profile-Stockton Limits of Use Installation Instructions Approved for use in HVHZ:No FL7849 RIO 11 Boral EBS Installation.odf Approved for use outside HVHZ:Yes FL7849 RIO II Cedarlite Madera Installation.Df Impact Resistant:N/A FL7849 RIO II FRSA-TRI Installation odf Design Pressure:N/A Verified By: Gary W.Walker 40455 Other: Created by Independent Third Party:Yes Evaluation Reports FL7849 RIO AE ESR-1647 08 2017_= 7849.5 Espana/Barcelona High Profile-Lake Wales Limits of Use Installation Instructions Approved for use in HVHZ:No FL7849 R10 II Boral EBS Installation odf Approved for use outside HVHZ:Yes FL7849 RIO II FRSA-TRI Installation Ddf 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.pdf 7849.6 Espana/Barcelona High Profile-Henderson 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 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 RIO AE ESR-1647 08.2017.odf 7849.7 Madera 700 Flat Profile-Stockton Limits of Use Installation Instructions Approved for use in HVHZ:No FL7849 RIO II Boral EBS Installation.odf r. EVALUATION Trusted Accepted . cS SERVICE reportICC-ES Report This 08/2017, DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTIC!N: 0712 1G-CONCRETE ROOF,TILES F' .q REPORT HOLDER• s BORAL ROOFING ,r r x r s.. r 7575 IRVINE CENTER DRI1lE,YSOITE 100. ` IRVII49."WIFORNIA 9261 o ss n r a ' EVALUATION SUBJECT: z t z CONCRETE-RO610 TILES.,ATLANTIS,`BARCPLONA 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,5AXQNY`xCOUNTRY SLATE,SAXONY-SPLIT SHAKE,SAXONY SPLIT SLATE,SAXONY IMPACT,'SAXONY 900-IMPACT,SPANISH"S",SPANISH`S'j NUEVO,TEJAS ESPANA,VANGUARD RQLL�VILLA,VILLA 600,VILLA 900 AND VILLA 900 IMPACT •E a r a R y F d � ICC ICC ICC ( '''► . � PIVIC LhSTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council OML (WSSPC)Award in Excellence" A Subsidiary of�tuEC0JJWr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 001 loom °COce specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a =NP recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. , + Copyright© 2016 ICC Evaluation Service, LLC.All rights reserved. cICC O. SERVICE Most Widely Accepted . . IMES Evaluation Report ESR-1647 Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.org 1 (800)423-6687 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE accordance with Section 1505.2 of the IBC and Section PROTECTION R902.1 of the IRC. Section:07 3216--Concrete Roof Tiles The attributes of the roof tiles have been verified as REPORT HOLDER: conforming to the provisions of CALGreen Section A5.406.1.2 for reduced maintenance. Note that BORAL ROOFING decisions on compliance for those areas rest with the 7575 IRVINE CENTER DRIVE,SUITE 100 user of this report. The user is advised of the project- IRVINE,CALIFORNIA 92618 specific provisions that may be contingent upon meeting (949)756-1605 specific conditions, and the verification of those www.boralamerica.com conditions is outside the scope of this report. These codes or standards often provide supplemental EVALUATION SUBJECT: information as guidance. 3.0 DESCRIPTION CONCRETE ROOF TILES: ATLANTIS, BARCELONA 3.1 Interlocking Concrete Roof Tiles: 900, BARCELONA-IMPACT, CAPRI, CEDARLITE 600, ESPANA/ BARCELONA, ESPANA 600, MADERA 900, These roof tiles are extruded interlock concrete roof tiles MADERA 700, MISSION S / BARCELONA, SAXONY, that comply with ASTM C1492 and having interlocking SAXONY 600, SAXONY 700, SAXONY 900, SAXONY- ribs on the longitudinal edges of the tiles to restrict SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, lateral movement and provide a water stop. All roof tiles SAXONY-SPLIT SHAKE, SAXONY SPLIT SLATE, are designed with anchor lugs except for the Cedarlite SAXONY-IMPACT, SAXONY 900-IMPACT, SPANISH and Madera profiles. Mineral coloring oxides are either "S", SPANISH "S" NUEVO, TEJAS ESPANA, applied to the exposed surface in a cementitious VANGUARD ROLL, VILLA,VILLA 600, VILLA 900 AND material or mixed integrally with the tile mix to produce a VILLA 900-IMPACT through-colored product. 1.0 EVALUATION SCOPE All roof tiles are cured to reach required strength before shipment. Product designations, dimensions and 1.1 Compliance with the following codes: installed dry weights are indicated in Table 1 of this ■ 2015, 2012, 2009 and 2006 International Building report.Roof tile profiles are illustrated in Figure 1. Code®(IBC) 3.2 Concrete Roof Tiles: ■ 2015, 2012 2009 and 2006 Intemational Residential Spanish "S" roof tiles are extruded concrete roof tiles Code (IRC) that comply with ASTM C1492. The roof the is ■ 2013 Abu Dhabi International Building Code(ADIBC)t manufactured in the same manner as the roof tiles 'The ADIBC is based on the 2009 IBC. 2009 IBC code sections described in Section 3.1, except the tile is non- referenced in this report are the same sections in the ADIBC. interlocking. The roof the is designed without anchor Properties evaluated: lugs. The product designation, dimensions and installed dry weight are indicated in Table 1. See Figure 1 for an ■ Fire classification illustration of the tile. ■ Weather resistance 4.0 INSTALLATION ■ Wind-uplift resistance 4.1 General 1.2 Evaluation to the following green code: Installation of the Boral Roofing roof tiles must be in ■ 2013 California Green Building Standards Code accordance with the Concrete and Clay Roof Tile (CALGreen),Title 24,Part 11 Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Attributes verified: Western States Roofing Contractors Association ■ See Section 2.0 (hereinafter referred to as the TRIMISRCA installation 2.0 USES manual), dated March 2010, except as otherwise noted in this report. In case of a conflict between the The Boral Roofing concrete roof tiles installed over solid installation manual and this report, this report governs. sheathing are used as Class A roof coverings in This report and the TRIM/SRCA installation manual 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 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,L L C express or implied,as u to any finding or other matter in this report,or as to any product covered by the report. Copyright©2016 ICC 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 4.4.2.1 2015 IBC, 2015 IRC and 2012 IBC: For installation. The roof tiles must be installed on a ultimate design wind speeds (Vint) of 130 mph (209 minimum roof slope of 21/2:12 (20.83%). Care must be km/h) or less and mean roof heights of 60 feet (18.3 m) taken during field installation to ensure that horizontal or less under the IBC and mean roof heights of 40 ft(12 joints are kept parallel to the eave and vertical joints are 192 mm)or less under the IRC, tiles must be installed in at right angles to the eave in order to ensure uniform accordance with the prescriptive parameters of IBC contact between the tiles and proper fit and appearance. Table 1507.3.7 or IRC Section R905.3.7, as applicable. All cracked and broken roof tiles must be replaced. For applications beyond these prescriptive parameters, 4.2 Adhesive Set Systems: the tiles and the fastening systems must be designed in accordance with Appendix A of this report, Design The Boral Roofing roof tiles may be installed with roof Considerations for High Wind Applications Under the tile adhesives that are recognized in a current ICC-ES 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7- evaluation report for use in concrete roofing tile 10)[hereinafter referred to as Appendix A]. applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive 4.4.2.2 2012 IRC: For basic wind speeds (3-second manufacturer's ICC-ES evaluation report. gust) of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12 192 mm) or less, tiles must be 4.3 Mortar Set Systems: installed in accordance with the prescriptive parameters Except for the Villa 600, Barcelona 600, Saxony 600, of IRC Section R905.3.7. For applications beyond these Cedarlite 600 and Madera tiles, the Boral Roofing roof prescriptive parameters, the tiles and the fastening tiles may be installed with mortars that are recognized in systems must be designed in accordance with Appendix a current ICC-ES evaluation report for use in concrete A of this report. roofing file applications. Installation of tiles using these 4.4.2.3 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: mortar set systems must be in accordance with the For basic wind speeds (3-second gust)of 100 mph (161 mortar manufacturer's[CC-ES evaluation report. km/h) or less and mean roof heights of 60 feet (18 288 4.4 Wind Resistance: 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 4.4.1 Cedarlite 600,Madera 900 and Madera 700: prescriptive parameters of IBC Table 1507.3.7 or IRC 4.4.1.1 2015 IBC,2015 IRC and 2012 IBC: Installation Section R905.3.7, as applicable. For applications of these tiles is limited to the prescriptive parameters of beyond these prescriptive parameters, the tiles and the IBC Table 1507.3.7 and IRC Section R905.3.7, as fastening systems must be designed to withstand the applicable, for ultimate design wind speeds (V„it) of 130 aerodynamic wind uplift moment in accordance with the mph (209 km/h)or less and mean roof heights of 60 feet section on Design Considerations for High Wind (18.3 m)or less under the IBC and 40 feet(12 192 mm) Applications in Appendix B of the TRI/WSRCA or less under the IRC. installation manual, dated March 2010. The generic required aerodynamic uplift moment, determined in As an alternative, on minimum /16-inch-thick (11.1 accordance with Tables 5A through 6D of the mm) oriented strand board or minimum /32-inch-thick TRI/WSRCA installation manual, must be multiplied by (11.9 mm) plywood, a single corrosion-resistant, the tile factor ratio in Table 2 to obtain the required buglehead wood screw, in the center fastener hole, may aerodynamic uplift moment for the specific roof file being be used in lieu of the two nails required for roof slopes of installed. The allowable aerodynamic uplift moment for 3:12 and over.The screw must be of sufficient length to the roof tile fastening system selected from Table 7A of penetrate through the deck a minimum of 314 inch the TRI/WSRCA installation manual, must be equal to or (19.1 mm). The buglehead screw must have a shank greater than the required aerodynamic uplift moment for diameter of 0.138 inch (3.5 mm)and a head diameter of the specific roof tile being installed. 0.328 inch(8.3 mm). 4.5 Fire Classification: The tile may be installed with battens. Battens installed must be nominally 1-inch-by-3-inch wood. Each tile must When installed in accordance with this report, the Boral be fastened to the batten with a single corrosion- Roofing concrete roof tiles are Class A roof coverings in resistant, buglehead wood screw in the center fastener accordance with IBC Section 1505.2 and IRC Section hole.The screw must penetrate the batten a minimum of R902.1. When roof tiles are installed with a roof the 3/4 inch (19.1 mm) but must not penetrate the adhesive, installation must be in accordance with undedayment.The top edge of the tile is aligned with the ESR-1709. top of the batten. 5.0 CONDITIONS OF USE 4.4.1.2 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC and The Boral Roofing extruded concrete roof tiles described 2006 IRC: Installation of these tiles is limited to the in this report comply with, or are suitable alternatives to prescriptive parameters of IBC Table 1507.3.7 and IRC what is specified in, those codes listed in Section 1.0 of Section R905.3.7, as applicable, for basic wind speeds this report,subject to the following conditions: (3-second gust) of 5.1 The roof tiles must be installed in accordance with 100 mph (161 km/h) or less and mean roof heights of this report, the applicable code and the 60 feet (18 288 mm) or less under the IBC and 40 feet TRI/WSRCA installation manual, dated March (12 192 mm)or less under the IRC. 2010. In case of a conflict between the installation See Section 4.4.1.1 for fastening of sheathing with manual and this report,this report must govern. single screw in lieu of two nails for roof slopes of 3:12 5.2 The roof decking and roof framing system must be and over. designed for the appropriate loads determined in Also,see Section 4.4.1.1 for tile installation on battens. accordance with the applicable code. 4.4.2 All Other Tiles Except Cedarlite 600, Madera 5.3 The Boral Roofing concrete roof tiles are produced 900 and Madera 700: at the manufacturing facilities specified in Table 1 ESR-1647 1 Most Widely Accepted and Trusted Page 3 of 15 under a quality control program with inspections by MonierLifetile or Boral Roofing logo (Figure 2) or the ICC-ES. name MonierLifetile, Boral, Boral Lifetile or Vostile. 6.0 EVIDENCE SUBMITTED Cedarlite 600, Madera 700 and Madera 900 tiles have an "M" imprinted on the top side of each tile. Each Data in accordance with the ICC-ES Acceptance Criteria shipping pallet must have a label bearing the Boral for Clay and Concrete Roof Tiles (AC180), dated Roofing name; the tile designation; manufacturing February 2012(editorially revised April 2015). location and address; color, SAP number; quantity of 7.0 IDENTIFICATION tiles per pallet;production date; installed weight; and the The underside of each field tile,except for Cedarlite 600, evaluation report number(ESR-1647). Madera 700 and Madera 900 tiles, is imprinted with the TABLE 1-TILE DIMENSIONS,WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY DIMENSIONS2(in.) MANUFACTURING FACILITY WEIGHT (psf) LENGTH WIDTH Atlantis-Slate 10.4 161/e 10% Pompano Atlantis-Textured 10.4 16% 101/8 Pompano Barcelona 900 9.5 17 13 Lake Wales Barcelona 900 9.3 17 13 Lathrop Barcelona-Impact 10.3 16% 13 Katy Capri 10.1 17 123/e Lake Wales Cedarlite 600 5.9 13% 13 Stockton Espana/Barcelona 9.0 17 12% Henderson Espana/Barcelona 8.5 17 123/a Lake Wales Espana/Barcelona 9.0 17 123/e Lathrop Espana/Barcelona 9.0 17 123/e Rialto Espana 600/Barcelona 600 5.9 17 123/e Rialto Saxony 900-Hartford Slate 9.1 17 13 Stockton Madera 900 9.5 13% 13 Stockton Madera 700 7.2 13% 13 Stockton Mission S/Barcelona 10.3 161/2 13 Phoenix Saxony 900-Split Old English Thatch 9.8 17 13 Stockton Saxony-Country Shake 10.3 161/2 13 Katy Saxony-Country Shake 10.3 17 123/a Rialto _ Saxony-Country Slate 10.3 161/2 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 1102 13 Katy Saxony-English Thatch 10.3 17 123/e Rialto Saxony-English Thatch 10.4 17 123/e Lake Wales Saxony-Shake 10.3 161/2 13 Katy Saxony-Shake 9.5 102 13 Phoenix Saxony-Shake 10.3 17 123/e Rialto Saxony-Shake 10.4 17 123/e 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 9.5 161/2 13 Phoenix Saxony-Slate 10.3 16112 13 Katy Saxony-Slate 10.3 17 12% Rialto Saxony-Slate 10.4 17 1231, 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/m2. ESR-1647 I Most Widely Accepted and Trusted Page 4 of 15 TABLE 1-TILE DIMENSIONS,WEIGHTS AND MANUFACTURING FACILITIES(Continued) INSTALLED DRY DIMENSIONS2(in.) TILE DESIGNATION WEIGHT'(psi) 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 1031, Pompano Tejas Espana/Barcelona 9.0 16% 13 Katy Vanguard Roll 8.4 16% 13 Pompano Villa 9.6 16'/2 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 16% 13 Katy Villa 900 9.2 17 13 Lake Wales Spanish"S"Nuevo 9.9 17 9% Lake Wales Saxony 600 5.9 17 13 Rialto Saxony 900 9.3 17 13 Rialto Saxony-Impact 10.5 1 6'/2 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 psf=4.88 kg/m2. 'Installed dry weight is based on a 3-inch headlap. 2AII dimensions are nominal ESR-1647 1 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 Mission S/Barcelona Saxony2 Split Old English Thatch 1.407 Tejas Espana (Base Tile Factor) 1.000 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 Espana 600/Barcelona 600 Barcelona 900 Barcelona-Impact Saxony 600 Saxony 700 Saxony 900 1.525 1.084 Saxony 900 Hartford Slate Saxony 900 Split Old English Thatch Villa 600 Villa 900 Villa 900—Impact Saxony 900—Impact 'Tile factor ratio=the factor/Base tile factor of 1.407 ft3.See Section 4.4.2 of this report and Appendix B of the TRIMSRCA installation Manual,dated March 2010,for additional details. 2Saxony 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 fastening requirements for roof tiles for wind 2012 International Bulding Code®provides prescribed applications beyond the prescriptive requirements in installation requirements for concrete and clay roof the IBC or IRC. These tables were developed based tiles applicable to ultimate design wind speeds (V„it) on the requirement of 2015 and 2012 IBC Section up to 130 miles per hour(58 m/s). For specific regions 1609.5.3 and ASCE 7-10. of the country identified in the 2015 and 2012 IBC as being subjected to ultimate design wind speeds (V„it) Tables 4A through 4D of the Appendix are used to in excess of 130 miles per hour(58 m/s),the tiles and determine the generic required aerodynamic uplift fastening systems must be designed in accordance moment for the tile. 'The generic required with this Appendix. aerodynamic uplift moment determined from the tables must be multiplied by the the factor ratio in IRC: On buildings located in areas where the 2015 Table 2 to obtain the required aerodynamic uplift IRC ultimate design wind speed does not exceed 130 moment for the specific roof tile being installed. The mph (58 m/s) and having a maximum mean roof allowable aerodynamic uplift moment for the roof tile height of 40 feet (12.192 mm), the application must fastening system selected from Table 5 of the comply with 2015 IRC Section R905.3.7. On buildings Appendix must be equal to or greater than the located in areas where the 2012 IRC basic wind required aerodynamic uplift moment for the specific speed does not exceed 100 mph and having a roof tile being installed. maximum mean roof height of 40 feet (12.192 mm), tile application must comply with 2012 IRC Section Underlayment Notes: For consideration of attachment _ R905.3.7. For greater basic wind speeds and/or of underlayments in high wind areas, see 2015 and higher mean roof heights, the tiles and fastening 2012 IBC Section 1507.3.3.3, 2015 IRC Sections systems must be designed in accordance with this R905.1.1 and R905.3.3 and 2012 IRC Section Appendix. R905.3.3.3. Attachment of underlayments must comply with the above mentioned sections. The following design aids are provided to the roof designer for consideration in determining the TABLE 3 Conversion from Nominal Design Wind Speed V.9 to Ultimate Design Wind Speed V,,,,shall be converted as Vasd Vwr' 0.6 or from the following table: V„n 110 120 130 140 150 160 170 180 190 Vaal 85 93 101 108 116 124 132 139 147 ForSI: 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 Ma(ft-lbf)For Roof Pitches 6:12 and Less Gable Roof 21/2:12 <G<6:12(12°<G<27°) Hip Roof 5112:12<G<6:12 25°<G<271 • ,.:'a+`a,. ,..� r t,;>.�r zt45I1]'latBE:S�9`n XX VI�tY °},fp@8(( III�HI t, `6 P 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 1 14.5 17.0 1 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 19.0 22.0 25.3 28.8 32.5 36.4 40.6 •• �, "�`'� `�� `°#�tt)►i�ate Design Vfilnfi!S�i�ed itt MPH�_ _;� .� , �' ���� MRH 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 1 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 1 54.0 r ' "'' y` x tIlflrtlta DeSQt1d1111iAd-Sp88d 1n M4"H " `a r MRH 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 1 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 1 50.1 156.1 62.5 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft.above ground.MRH=Mean Roof Height in Feet for Roof Pitches 6:12 and Less Equates to Roof Slopes 12 deg<0<27 deg for Zone 3. ESR-1647 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) TABLE4B Required Aerodynamic Uplift Moment for Tile,Zone 3 Ma(ft-lbf)For Roof Pitches 5112:12 and Less Hip Roof 21/2:112<0<51/2:12(12*<0<25*) 30M VVp M P0, 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 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 34.1 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 13.6 16.1 18.9 22.0 25.2 28.7 32.4 36.2 40.5 pu' '.4 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 1 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 1 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 1 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft.above ground.MRH=Mean Roof Height in Feet for Roof Pitches Less Than 51/212 Equates to Roof Slopes 12 deg<E)<25 deg for Zone 3. ESR-1647 Most Widely Accepted and Trusted Page 9 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 4C Required Aerodynamic Uplift Moment for Tile,Zone 3 Ma(ft-lbf)For Roof Pitches Greater Than 6:12 Gable Roof 6:12<O<12:12 27"<O<45' ma's used+ o- , ?` IMkelp41g�111((rrtl Speed;l IVIPI(y , :°?cya, t k. MRH 110 120 130 140 150 160 170 180 190 0-15 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 20 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 25 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 30 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 35 7.1 8.5 10.0 11.6 13.3 15.1 17.1 19.1 21.3 40 7.4 8.8 10.4 12.0 13.8 15.7 17.8 19.9 22.2 45 7.6 9.1 10.7 12.4 14.2 16.1 18.2 20.4 22.8 50 7.9 9.4 11.1 12.8 14.7 16.8 18.9 21.2 23.6 55 8.2 9.7 11.3 13.1 15.1 17.2 19.4 21.7 24.2 • 60 8.3 9.9 11.6 13.5 15.5 17.6 19.9 22.3 24.8 •e �� X: `� lnt e z �tifi'�Ate, @�Ig�fl�lf)ncSp�dr !'P,..-: MRH 110 120 130 140 150 160 170 180 190 0-15 8.3 9.9 11.6 13.5 15.5 17.6 19.9 22.3 24.8 20 8.8 10.5 12.3 14.3 16.4 18.6 21.0 23.6 26.3 25 9.2 10.9 12.8 14.9 17.1 19.5 22.0 24.6 27.4 30 9.6 11.4 13.4 15.5 17.8 20.3 22.9 25.7 28.6 35 9.9 11.8 13.8 16.0 18.4 20.9 23.6 26.4 29.5 40 10.2 12.1 14.2 16.5 18.9 21.5 1 24.3 27.2 30.3 45 10.3 12.3 14.5 16.8 19.3 21.9 24.8 27.8 30.9 50 10.7 12.7 14.9 17.3 19.8 22.6 25.5 28.5 31.8 55 10.8 12.9 15.2 17.6 20.2 23.0 25.9 29.1 32.4 60 11.1 13.2 15.4 17.9 20.6 23.4 26.4 29.6 33.0 <`„3»E rr�1�1t)itil8te esTg W t��zSpeed(n�ME kI ;"i, ` 3::s a MRH 110 120 130 140 150 160 170 180 190 0-15 10.1 12.0 14.1 16.3 18.7 21.3 24.1 27.0 30.1 20 10.6 12.6 14.8 17.1 19.6 22.3 25.2 28.3 31.5 25 10.9 13.0 15.3 17.7 20.4 23.2 26.2 29.3 32.7 30 11.3 13.5 15.8 18.4 21.1 24.0 27.1 30.4 33.8 35 11.7 13.9 16.3 18.9 21.6 24.6 27.8 31.2 34.7 40 11.9 14.2 16.7 19.3 22.2 25.2 28.5 31.9 35.6 45 12.2 14.5 17.1 19.8 22.7 25.9 29.2 32.7 36.5 50 12.4 14.8 17.3 20.1 23.1 26.3 29.7 33.3 37.1 55 12.6 15.0 17.6 20.4 23.5 26.7 30.1 33.8 37.6 60 12.8 15.2 17.9 20.8 23.8 27.1 30.6 34.3 38.2 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft.above ground.MRH=Mean Roof Height in Feet for Roof Pitches Greater Than 6:12 Equates to Roof Slopes 27 deg<O<45 deg for Zone 3. ESR-1647 I Most Widely Accepted and Trusted Page 10 of 15 APPENDIX A(Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 20151BC and IRC and the 2012 IBC and IRC(ASCE 7-10) TABLE 413 Required Aerodynamic Uplift Moment for Tile,Zone 3,Ma(ft-lbf) • for Monoslo a Pitches 21/:12 <O<63/4:12 12"<O<30" i M zr e w1 5 t 'k tk,,55 3Ih 1 ja r�. was •. - r,K� ' Z )tr18L9 p$slgR nQ��ed"IrL MI i6 r,j MRH 110 120 130 140 150 160 170 180 190 •._t 0-15 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 20 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 25 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 30 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 35 1.2.7 15.1 17.7 20.5 23.5 26.8 30.2 33.9 37.8 40 13.2 15.7 18.4 21.3 24.5 27.9 31.5 35.3 39.3 45 13.5 16.1 18.9 21.9 25.1 28.6 32.3 36.2 40.3 50 14.0 16.7 19.6 22.7 26.1 29.7 33.5 37.6 41.9 55 14.4 17.1 20.1 23.3 26.8 30.4 34.4 38.5 42.9 60 14.7 1 17.5 20.6 23.9 27.4 31.2 1 35.2 39.5 44.0 N(�efe s r r ..• -�.r�,�':. }"�`.�.���., ,,,��_ l�rt�tlltlrfc�KB�ie��d MRH 110 120 130 140 150 160 170 180 190 0-15 14.7 17.5 20.6 23.9 27.4 31.2 35.2 39.5 44.0 20 15.6 19.6 21.8 25.3 29.0 33.0 37.3 41.8 46.6 25 16.3 19.4 22.8 26.4 30.3 34.5 38.9 43.6 48.6 30 17.0 20.2 23.7 27.5 31.6 35.9 40.6 45.5 50.7 35 17.5 20.8 24.5 28.4 32.6 37.0 41.8 46.9 52.2 40 18.0 21.5 25.2 29.2 33.5 38.1 43.1 48.3 53.8 45 18.4 21.9 25.7 29.8 34.2 3B.9 43.9 49.2 54.8 50 18.9 22.5 26.4 30.6 35.1 40.0 45.1 50.6 56A 55 19.2 22.9 26.9 31.2 35.8 40.7 46.0 51.5 57A 60 19.6 23.3 27.4 31.7 36.4 41.4 46.8 52.5 58.4 i ka(,y/�y�.[ �•..�F p��(r' v-.d�. .x t y' �, nS:aY S. 1• S L�Nn, �7 5(Y rr��++ R S f x � }gitl}1'Se9i `N RM -lei� P f Y t N F..0 r,..�< .' 1Jfi4.... vW,,..;..,w rtll ,..P. ..,...... MRH 110 120 130 140 150 160 170 180 190 0-15 17.9 21.3 24.9 28.9 33.2 37.8 42.7 47.8 53.3 20 18.7 22.3 26.2 30.3 34.8 39.6 44.7 50.1 55.9 25 19.4 23.1 27.1 31.5 36.1 41.1 46.4 52.0 57.9 30 20.1 23.9 28.1 32.6 37.4 42.5 48.0 53.9 60.0 35 20.6 24.6 28.8 33.4 38.4 43.7 49.3 55.2 61.6 40 21.2 25.2 29.5 34.3 39.3 44.8 50.5 56.6 63.1 45 21.7 25.8 30.3 35.1 40.3 45.9 51.8 58.0 64.7 50 22.0 26.2 j 30.8 35.7 40.9 46.6 52.6 59.0 65.7 55 22.4 26.6 31.2 36.2 41.6 47.3 53.4 59.9 66.7 60 22.7 27.0 31.7 36.8 42.2 48.1 54.2 60.8 67.8 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft.above ground.MRH=Mean Roof Height in Feet for Roof Pitches 63/4:12 and Less Equates to Roof Slopes 12 deg<0<30 deg for Zone 3. ESR-1647 Most Widely Accepted 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) TABLE 5 ALLOWABLE AERODYNAMIC UPLIFT MOMENT(ft-lbf) • MECHANICAL FASTENING SYSTEMS r+: +M�, ,.j, ,p;rib '1 ;?c 3 , �'"., ,�,y£,r r ;..kla! Sipu �; r„ .t�,..�, huJ�.:.$ i r� at r y�^ay@G t:Yt�i .� F•yu. 6rn�,yv i .y A il'u?iyq }u rM �: d} r I a?tt qt `T.,,...h t.•«i'17.>Nrt ��>illKl> iGl,(.�, 11yb„�I.} ' yg'" t.. F ",` _ e .+� 1'�`p§ft!•"''�a`;'��f r...?f�Xa rCs'Y 'aa' .t;.st;rt�..,ii�d Y'L^"yk�� °'gyp h,.6 r:.�f� c�Gs��t�',�rs,ll.rQ�.�s�'yl�.t•��n , ��rr 'hey H�(�lt� ;�. Y✓^.rt.R11 ?rlt_.�..,4w._�tl;nr.Ifi��a.t`.at.�ra',.l.,fi,.���.�`�"a3tke+re .>a� ).?(( ��Fi'�➢� '3.�.�.�°;isP�"��1��.1rs� 15%+x1.1v1:113 �'�Ilii u'�'�'I Ev�t'j�',e ;. F�A i� �� pia 7�nEY �7 a 1+��f'1 Y �.��'i�: 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-#8 Screw 39.1 33.2 28.7 15/32• 2-#8 screw 50.2 55.5 51.3 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 19/32• 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 19/32-sheathing use the allowable aerodynamic uplift resistance from the table for 15/32- sheathing. 2. Fasteners shall have a minimum edge distance of 11/2 inches from the head of the tile and located in the pan of the file 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 ANSUASME 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 underlock and the fastener hole nearest the ovedock shall be used when two nails or screws are required. 7. When using eave 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 eave fascia,as appropriate, with a single nail per clip.The nail shall be placed in the hole closest to the tile 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 IAD 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 eave 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'5/32•sheathing,use allowable aerodynamic uplift moment from table for15/32•sheathing. Pale e 10 _• r xy` `,r x 'co-t `+► `k , < "�`�� 1. ria \tea f �a` u'roo Y K Y �bpapatap 1o8�fip� 3 '� Fz- `••w• V�(f• rt•Wa7 n�'e^. �4N�i1kwY1'M, 4ii}fpl .. ,. f ESR-1647 Most Widely Accepted and Trusted Page 13 of 15 rlA - tli4FOAil1 Madera 900 Madera 700 Mill HOW A 8 0 Cedarlite 600 Saxony Slate 9axonyGouyAtlake Saxony 900 Saxony 600 Saxonv70D titM Nall Holes A t3 Saxony-Impact Saxony 900-Impact i May have 2 of 3 nat hot" dop eftonmentgaddring bcaGona Saxony—Country Slate Saxony 90D—Country Slate Sash-@ngltatft"Ctfi►3eh Nall Holes A i NOR Holes A B May have 2 or 3 nail hales depending on manufacturing +t locations , FIGURE 1—TILE ILLUSTRATIONS(Continued) ESR-1647 Most Widely Accepted and Trusted Page 14 of 15 Saxony-Shake Saxony wo Saxony 900-Split Old English Thatch &x"y 600 Saxony—Split Old English Thatch Saxony700 Saxony4mpact Nall doles A B Saxony 900—Impact �M r t� � Mayhm2or3rdbow '� dopandkgot� Iaoaiotl Saxony—Split Shake 9:xcny—BpNtBM.tR N+II Heim Nod Kai" A w FIGURE 1—TILE ILLUSTRATIONS(Continued) 11 1647 Most Kridely Accepted and Trusted Page 15 of 15 a R(�#Nri�sA RWI �rwllbol� x. f •rikt _ 1i' .mot .. Y} •r Villa villa 600 Villa 900 Villa 9004moact Spanish"S"Nuevo 1!�(1lJiel>wN n •'4 it 1i Nail hole may be located on the pan depending on manufacturing location. FIGURE 1—TILE ILLUSTRATIONS(Continued) t�`, F� FIGURE 2—MONIERLIFETILE LOGO OR BORAL ROOFING LOGO F ICC 11'%�8 SERVICE IMES Evaluation Report ESR-1647 CBC and CRC Supplement Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.orq 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 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 I 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 Compliance with the following codes: ■ 2013 California Building Code(CBC) ■ 2013 Califomia 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. 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 t as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any f nding or other matter in this report,or as to any product covered by the report. Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 1 EVALUATIONICC Ak:�? SERVICE Most Widely d and Trusted ICC-ES Evaluation Report ESR-1647 FBC 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 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 600,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 Zone 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 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as ■ to anyfnding or other matter in this report,or as to any product covered by the report. Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 1