DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: CONCRETE ROOF TILES REPORT HOLDER: BORAL ROOFING EVALUATION SUBJECT:

Size: px
Start display at page:

Download "DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: CONCRETE ROOF TILES REPORT HOLDER: BORAL ROOFING EVALUATION SUBJECT:"

Transcription

1 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) (562) es.org ESR 1647 Reissued 08/2018 This report is subject to renewal 08/2019. DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: CONCRETE ROOF TILES REPORT HOLDER: BORAL ROOFING 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 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of 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 any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved.

2 ICC-ES Evaluation Report ESR-1647 Reissued August 2018 This report is subject to renewal August (800) (562) A Subsidiary of the International Code Council DIVISION: THERMAL AND MOISTURE PROTECTION Section: Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 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, and 2006 International Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the 2009 IBC 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: 2016 California Green Building Standards Code (CALGreen), Title 24, Part 11 Attributes verified: See Section USES The Boral Roofing concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with Section 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 A for reduced maintenance. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the projectspecific 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 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 noninterlocking. 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 must be available at the jobsite at all times during installation. The roof tiles must be installed on a minimum roof slope of 2 1 / 2 :12 (20.83%). Care must be 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 any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 17

3 ESR-1647 Most Widely Accepted and Trusted Page 2 of 17 taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave 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 tiles 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: Cedarlite 600, Madera 900 and Madera 700: IBC, 2015 IRC and 2012 IBC: Installation of these tiles is limited to the prescriptive parameters of IBC Table and IRC Section R , as applicable, for ultimate design wind speeds (V ult ) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less under the IBC and 40 feet ( mm) or less under the IRC. As an alternative, on minimum 7 / 16 -inch-thick (11.1 mm) oriented strand board or minimum 15 / 32 -inchthick (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 inch (3.5 mm) and a head diameter of 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 corrosionresistant, 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 tile is aligned with the top of the batten IRC, 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: Installation of these tiles is limited to the prescriptive parameters of IBC Table and IRC Section R , as applicable, for basic wind speeds (3-second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet ( mm) or less under the IBC and 40 feet ( mm) or less under the IRC. See Section for fastening of sheathing with single screw in lieu of two nails for roof slopes of 3:12 and over. Also, see Section for tile installation on battens All Other Tiles Except Cedarlite 600, Madera 900 and Madera 700: IBC, 2015 IRC and 2012 IBC: For ultimate design wind speeds (V ult ) 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 feet ( mm) or less under the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table or IRC Section R , 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 A] IRC: For basic wind speeds (3-second gust) of 100 mph (161 km/h) or less and mean roof heights of 40 feet ( mm) or less, tiles must be installed in accordance with the prescriptive parameters of IRC Section R For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Appendix A of this report 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 ( mm) or less for the IBC or 40 feet ( mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table or IRC Section R , 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 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 tile being installed. 4.5 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 and IRC Section R When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR 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 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 under a quality control program with inspections by ICC-ES.

4 ESR-1647 Most Widely Accepted and Trusted Page 3 of 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 7.1 The underside of each field tile, except for Cedarlite 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). 7.2 The report holder s contact information is the following: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA (949) TABLE 1 TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY DIMENSIONS 2 (in.) WEIGHT 1 (psf) LENGTH WIDTH MANUFACTURING FACILITY Atlantis - Slate / / 8 Pompano Atlantis - Textured / / 8 Pompano Barcelona Lake Wales Barcelona Lathrop Barcelona - Impact / 2 13 Katy Capri / 8 Lake Wales Cedarlite / 2 13 Stockton Espana / Barcelona / 8 Henderson Espana / Barcelona / 8 Lake Wales Espana / Barcelona / 8 Lathrop Espana / Barcelona / 8 Rialto Espana 600 / Barcelona / 8 Rialto Saxony Hartford Slate Stockton Madera / 2 13 Stockton Madera / 2 13 Stockton Mission S / Barcelona / 2 13 Phoenix Saxony Split Old English Thatch Stockton Saxony - Country Shake / 2 13 Katy Saxony - Country Shake / 8 Rialto Saxony - Country Slate / 2 13 Katy Saxony - Country Slate / 8 Rialto Saxony - Country Split Shake / 2 13 Katy Saxony - English Thatch / 2 13 Katy Saxony - English Thatch / 8 Rialto Saxony - English Thatch / 8 Lake Wales Saxony - Shake / 2 13 Katy Saxony - Shake / 2 13 Phoenix Saxony - Shake / 8 Rialto Saxony - Shake / 8 Lake Wales Saxony - Shake Denver Saxony Shake Lathrop Saxony Shake Stockton Saxony - Slate / 2 13 Phoenix Saxony - Slate / 2 13 Katy Saxony - Slate / 8 Rialto Saxony - Slate / 8 Lake Wales For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m 2.

5 ESR-1647 Most Widely Accepted and Trusted Page 4 of 17 TILE DESIGNATION TABLE 1 TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES (Continued) INSTALLED DRY WEIGHT 1 (psf) LENGTH DIMENSIONS 2 (in.) WIDTH MANUFACTURING FACILITY Saxony Slate Lathrop Saxony Slate Stockton Saxony Country Slate Stockton Saxony - Slate Denver Saxony - Country Slate Denver Saxony - Split Old English Thatch Denver Saxony - Split Shake / 8 Rialto Saxony - Split Shake / 8 Lake Wales Saxony - Split Slate / 8 Rialto Saxony - Split Slate / 8 Lake Wales Saxony Shake Stockton Saxony Slate Stockton Saxony Split Shake Stockton Saxony Shake Stockton Saxony Slate Stockton Saxony 700 Split Shake Stockton Saxony Shake Rialto Saxony Slate Rialto Saxony 700 Split Shake Rialto Saxony Shake Henderson Saxony Slate Henderson Saxony Country Slate Henderson Saxony Shake Lake Wales Saxony Slate Lake Wales Saxony 900 Split Shake Lake Wales Saxony 900 Country Slate Lake Wales Spanish S / 8 Pompano Tejas Espana / Barcelona / 2 13 Katy Vanguard Roll / 2 13 Pompano Villa / 2 13 Phoenix Villa Rialto Villa Denver Villa Rialto Villa Stockton Villa Stockton Villa / 2 13 Katy Villa Lake Wales Spanish S Nuevo / 4 Lake Wales Saxony Rialto Saxony Rialto Saxony Impact / 2 13 Katy Saxony Impact Denver Saxony 900 Impact Stockton Villa 900 Impact Denver For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m 2. 1 Installed dry weight is based on a 3-inch headlap. 2 All dimensions are nominal

6 ESR-1647 Most Widely Accepted and Trusted Page 5 of 17 TILE DESIGNATION Capri Mission S / Barcelona Saxony 2 Split Old English Thatch Tejas Espana Vanguard Roll Villa Saxony Impact TABLE 2 TILE FACTORS AND TILE FACTOR RATIOS TILE FACTOR (ft 3 ) (Base Tile Factor) TILE FACTOR RATIO 1 Atlantis Slate / Atlantis Textured Spanish S Spanish S Nuevo Espana / Barcelona 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 = tile factor / Base tile factor of ft 3. See Section of this report and Appendix B of the TRI/WSRCA installation Manual, dated March 2010, for additional details. 2 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.

7 ESR-1647 Most Widely Accepted and Trusted Page 6 of 17 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 of the 2015 and 2012 International Building Code provides prescribed installation requirements for concrete and clay roof tiles applicable to ultimate design wind speeds (V ult) 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 ult) 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 ( mm), tile application must comply with 2015 IRC Section R 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 ( mm), tile application must comply with 2012 IRC Section R 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 and ASCE 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 , 2015 IRC Sections R and R and 2012 IRC Section R Attachment of underlayments must comply with the above mentioned sections. TABLE 3 Conversion from Nominal Design Wind Speed V asd to Ultimate Design Wind Speed V ult shall be converted as V asd = V ult * 0.6 or from the following table: Design Wind Speed Conversion (mph) V ult V asd For SI: 1 mile per hour = 0.44 m/s. A linear interpolation is permitted.

8 ESR-1647 Most Widely Accepted and Trusted Page 7 of 17 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) Exposure B TABLE 4A Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-lbf) For Roof Pitches 6:12 and Less Gable Roof 2 1 / 2:12 < Θ < 6:12 (12 < Θ < 27 ) Hip Roof 5 1 / 2:12 < Θ < 6:12 (25 < Θ < 27 ) Exposure C Exposure D 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 < Θ < 27 deg for Zone 3.

9 ESR-1647 Most Widely Accepted and Trusted Page 8 of 17 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) Exposure B TABLE 4B Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-lbf) For Roof Pitches 5 1 / 2:12 and Less Hip Roof 2 1 / 2:12 < Θ < 5 1 / 2:12 (12 < Θ < 25 ) Exposure C Exposure D 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 5 1 / 2:12 Equates to Roof Slopes 12 deg < Θ < 25 deg for Zone 3.

10 ESR-1647 Most Widely Accepted and Trusted Page 9 of 17 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) Exposure B TABLE 4C Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-lbf) For Roof Pitches Greater Than 6:12 Gable Roof 6:12 < Θ < 12:12 (27 < Θ < 45 ) Exposure C Exposure D 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 < Θ < 45 deg for Zone 3.

11 ESR-1647 Most Widely Accepted and Trusted Page 10 of 17 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) Exposure B TABLE 4D Required Aerodynamic Uplift Moment for Tile, Zone 3, Ma (ft-lbf) for Monoslope Pitches 2 1 / 2:12 < Θ < 6 3 / 4:12 (12 < Θ < 30 ) Exposure C Exposure D 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 3 / 4:12 and Less Equates to Roof Slopes 12 deg < Θ < 30 deg for Zone 3.

12 ESR-1647 Most Widely Accepted and Trusted Page 11 of 17 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) Deck Thickness 15 / 32" Method Direct Deck Batten TABLE 5 ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft-lbf) MECHANICAL FASTENING SYSTEMS Fastener Type 1-10d smooth or screw shank nail, with clip 2-10d, smooth or screw shank nail, with clip 2-10d ring shank nail 2-10d ring shank nail, with 4" head lap 1- #8 Screw 2- #8 screw 1-10d smooth or screw shank nail, with clip 2-10d smooth or screw shank nail, with clip 2-10d ring shank nail 1- # 8 screw 2- #8 screw Low Medium High / 32" Direct Deck 2-10d ring shank nail 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-inch-thick sheathing use the allowable aerodynamic uplift resistance from the table for 15 / 32-inch-thick sheathing. 2. Fasteners shall have a minimum edge distance of 1 1 / 2 inches from the head of the tile and located in the pan of the tile to obtain the values in Table Ring shank nails shall be 10d ring shank corrosion resistant steel nails with the following minimum dimensions: (3 inches long, inch flat head diameter, inch undeformed shank diameter or inch screw diameter). 4. Smooth or screw shank nails shall be 10d corrosion resistant steel (with the following minimum dimension. (3-inch long, inch flat head diameter, inch undeformed shank diameter or inch screw diameter). 5. Screws are #8 course threaded, 2.5-inch-long, corrosion-resistant steel wood screws conforming to ANSI/ASME B 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 overlock 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 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 HD 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 15 / 32-inch-thick sheathing, use allowable aerodynamic uplift moment from table for 15 / 32-inch-thick sheathing.

13 ESR-1647 Most Widely Accepted and Trusted Page 12 of 17 Atlantis Slate Atlantis Textured Espana / Barcelona Barcelona 900 Espana 600 / Barcelona 600 Barcelona - Impact FIGURE 1 TILE ILLUSTRATIONS

14 ESR-1647 Most Widely Accepted and Trusted Page 13 of 17 Madera 900 Madera 700 Cedarlite 600 Saxony Impact Saxony 900 Impact Saxony Country Slate Saxony 900 Country Slate FIGURE 1 TILE ILLUSTRATIONS (Continued)

15 ESR-1647 Most Widely Accepted and Trusted Page 14 of 17 Saxony 900 Split Old English Thatch Saxony Split Old English Thatch Saxony Impact Saxony 900 Impact Saxony Split Shake FIGURE 1 TILE ILLUSTRATIONS (Continued)

16 ESR-1647 Most Widely Accepted and Trusted Page 15 of 17 Villa Villa 600 Villa 900 Villa 900 Impact Spanish S Nuevo Nail hole may be located on the pan depending on manufacturing location. FIGURE 1 TILE ILLUSTRATIONS (Continued) FIGURE 2 MONIERLIFETILE LOGO OR BORAL ROOFING LOGO

17 ICC-ES Evaluation Report ESR-1647 CBC and CRC Supplement Reissued August 2018 This report is subject to renewal August (800) (562) A Subsidiary of the International Code Council DIVISION: THERMAL AND MOISTURE PROTECTION Section: Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 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 The purpose of this evaluation report supplement is to indicate that the Boral Roofing concrete roof tiles, recognized in ICC-ES master report ESR-1647, have also been evaluated for compliance with the codes noted below: Applicable code editions: 2016 California Building Code (CBC) 2016 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 California Building Code (CBC): The Boral Roofing concrete roof tiles described in the master evaluation report ESR-1647 may be used where a Class A roof covering complying with CBC Section , a Class B roof covering complying with CBC Section , or a Class C roof covering complying with CBC Section is required, provided installation is in accordance with the 2015 International Building Code (IBC) provisions noted in the master report and the additional requirements of CBC Sections and 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 2015 International Building Code (IBC) provisions noted in the master report and the additional requirements of CBC Sections 701A.3 and 705A. 2.2 California Residential Code (CRC): The Boral Roofing concrete roof tiles described in the master evaluation report ESR-1647 may be used where a Class A roof covering complying with CRC Section R , a Class B roof covering complying with CRC Section R , or a Class C roof covering complying with CRC Section R is required, provided installation is in accordance with the 2015 International Residential Code (IRC) provisions noted in 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 2015 International Residential Code (IRC) provisions noted in the master report and the additional requirements of CRC Sections R and R 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 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 any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved. Page 16 of 17

18 ICC-ES Evaluation Report (800) (562) ESR-1647 FBC Supplement Reissued August 2018 This report is subject to renewal August A Subsidiary of the International Code Council DIVISION: THERMAL AND MOISTURE PROTECTION Section: Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 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: 2017 Florida Building Code Building 2017 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 Florida Building Code Building and the 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 FRSA/TRI 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 Florida Building Code Building, and the 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 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 any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved. Page 17 of 17