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ESR-1900 | Most Widely Accepted and Trusted Page 2 of 4 <br /> <br />in accordance with IBC Section 1507.3.3 or IRC Section <br />R905.3.3, as applicable. <br />4.2 Adhesive Set Systems: <br />The roof tiles may be installed with roof tile adhesives that <br />are recognized in a current ICC-ES evaluation report for <br />use in concrete roofing tile applications. Installation of tiles <br />using these adhesive set systems must be in accordance <br />with the adhesive manufacturer’s ICC-ES evaluation <br />report. <br />4.3 Fire Classification: <br />When installed in accordance with this report, the Eagle® <br />and Eaglelite® concrete roof tiles are Class A roof <br />coverings in accordance with IBC Section 1505.2 and IRC <br />Section R902.1. When roof tiles are installed with a roof tile <br />adhesive, installation must be in accordance with <br />ESR-1709. <br />4.4 Wind Resistance: <br />4.4.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate <br />design wind speeds (Vult) of 130 mph (209 km/h) or less <br />and mean roof heights of 60 feet (18.3 m) or less for the <br />IBC or 40 feet (12.2 m) or less for the IRC, tiles must be <br />installed in accordance with the prescriptive parameters <br />of IBC Table 1507.3.7 or IRC Section R905.3.7, as <br />applicable. <br />4.4.2 2012 IRC: For basic wind speeds of 100 mph <br />(161 km/h) or less and mean roof heights of 40 feet <br />(12.2 m) or less, tiles must be installed in accordance with <br />the prescriptive parameters of Section R905.3.7 of <br />the IRC. <br />4.4.3 2009 IBC and IRC: For basic wind speeds <br />(3-second gust) of 100 mph (161 (kmh) or less and mean <br />roof heights of 60 feet (18 288 mm) or less for the IBC or <br />40 feet (12 192 mm) or less for the IRC, tiles must be <br />installed in accordance with the prescriptive parameters of <br />Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC, <br />as applicable. For applications beyond these prescriptive <br />parameters, the tiles and the fastening systems must <br />be designed to withstand the aerodynamic wind uplift <br />moment in accordance with the section on Design <br />Considerations for High Wind Applications in Appendix B <br />of the TRI/WSRCA installation manual. The generic <br />required aerodynamic uplift moment, determined in <br />accordance with Tables 5A through 6D of the TRI/WSRCA <br />installation manual, must be multiplied by the tile factor <br />ratio in Table 2 of this report to obtain the required <br />aerodynamic uplift moment for the specific roof tile being <br />installed. The allowable aerodynamic uplift moment for the <br />roof tile fastening system selected from Table 7A of the <br />TRI/WSRCA installation manual, must be equal to or <br />greater than the required aerodynamic uplift moment for <br />the specific roof tile being installed. <br />4.5 Reroofing: <br />Eagle® and Eaglelite® tiles may be installed over existing <br />asphalt shingles, provided the requirements set forth in <br />IBC Section 1510 or IRC Section R907, as applicable, are <br />met. Damaged or rusted flashing must be replaced. <br />Existing framing must be adequate for the additional load. <br />Structural data verifying adequacy must be submitted to <br />the code official. The existing roof must be inspected in <br />accordance with the requirements of the applicable code. <br />The roof classification is as noted in Section 4.3. <br />When reroofing wood shake roofs, existing shakes must <br />be removed and solid decking and tile must be installed, <br />as with new construction. When installation is over <br />existing spaced sheathing boards, underlayment <br />complying with the requirements of the applicable code or <br />an underlayment recognized specifically for this type of use <br />in an ICC-ES evaluation report, installed with or without <br />battens, may be used. One layer of ASTM D226, Type II <br />(No. 30) felt or approved equivalent underlayment must be <br />installed on the roof prior to application of tile. Details not <br />covered under this section are identical to those described <br />in Section 4.1. <br />5.0 CONDITIONS OF USE <br />The Eagle® and Eaglelite® concrete roof tiles described in <br />this report comply with, or are suitable alternatives to what <br />is specified in, those codes listed in Section 1.0 of this <br />report, subject to the following conditions: <br />5.1 The roof tiles must be installed in accordance with this <br />report, the applicable code and the TRI/WSRCA <br />installation manual, dated March 2010. In case of a <br />conflict between the installation manual and this <br />report, this report governs. <br />5.2 The roof decking and roof framing system must be <br />designed for the appropriate loads determined in <br />accordance with the applicable code. <br />5.3 The tiles are limited to installation on roofs with a <br />slope of 60 degrees or less from horizontal. <br /> Exception: Installation on roof slopes exceeding 60 <br />degrees from the horizontal require an approved wind <br />clip on the bottom edge of each tile in addition to two <br />fasteners per tile. <br />5.4 The Eagle® and Eaglelite® concrete tiles are produced <br />at the manufacturing facilities specified in Table 1 <br />under a quality control program with inspections by <br />ICC-ES. <br />6.0 EVIDENCE SUBMITTED <br />Data in accordance with the ICC-ES Acceptance Criteria <br />for Clay and Concrete Roof Tiles (AC180), dated February <br />2012 (Editorially revised April 2015). <br />7.0 IDENTIFICATION <br />Each Eagle field tile is imprinted with the EAGLE logo <br />(see Figure 2). Tiles produced at the Sumterville, Florida, <br />plant have the EAGLE logo and “FLORIDA” (see Figure 3) <br />imprinted on each field tile. Each Eaglelite tile is identified <br />by the product name “Eaglelite” on a tag and a light- <br />colored strip across the headlap area. Each shipping pallet <br />must have a label bearing the Eagle Roofing Products <br />name; the tile designation; manufacturing location and <br />address; color; quantity of tiles per pallet; production date; <br />installed weight; and the evaluation report number <br />(ESR-1900). <br /> <br /> <br /> <br /> <br />