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ESR-1900 | Most Widely Accepted and Trusted Page 2 of 4 Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR-1709. 4.4 Wind Resistance: 4.4.1 2012 IBC: For ultimate design wind speeds (Vult) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR-2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.2 2012 IRC: For basic wind speeds of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12.2 m) or less, tiles must be installed in accordance with the prescriptive parameters of Section R905.3.7 of the IRC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR-2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.3 2009 IBC and IRC: For basic wind speeds (3-second gust) of 100 mph (161 (kmh) 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 Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC, 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 (ESR-2015P). 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 of this report 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 Reroofing: Eagle® and Eaglelite® tiles may be installed over existing asphalt shingles, provided the requirements set forth in IBC Section 1510 or IRC Section R907, as applicable, are met. Damaged or rusted flashing must be replaced. Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to the code official. The existing roof must be inspected in accordance with the requirements of the applicable code. The roof classification is as noted in Section 4.3. When reroofing wood shake roofs, existing shakes must be removed and solid decking and tile must be installed, as with new construction. When installation is over existing spaced sheathing boards, underlayment complying with the requirements of the applicable code or an underlayment recognized specifically for this type of use in an ICC-ES evaluation report, installed with or without battens, may be used. One layer of ASTM D226, Type II (No. 30) felt or approved equivalent underlayment must be installed on the roof prior to application of tile. Details not covered under this section are identical to those described in Section 4.1. 5.0 CONDITIONS OF USE The Eagle® and Eaglelite® 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 (ESR-2015P). In case of a conflict between the installation manual and this report, this report governs. 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 tiles are limited to installation on roofs with a slope of 60 degrees or less from horizontal. Exception: Installation on roof slopes exceeding 60 degrees from the horizontal require an approved wind clip on the bottom edge of each tile in addition to two fasteners per tile. 5.4 The Eagle® and Eaglelite® concrete tiles are produced at the manufacturing facilities specified in Table 1 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. 7.0 IDENTIFICATION Each Eagle field tile is imprinted with the EAGLE logo (see Figure 2). Tiles produced at the Sumterville, Florida, plant have the EAGLE logo and “FLORIDA” (see Figure 3) imprinted on each field tile. Each Eaglelite tile is identified by the product name “Eaglelite” on a tag and a light- colored strip across the headlap area. Each shipping pallet must have a label bearing the Eagle Roofing Products name; the tile designation; manufacturing location and address; color; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR-1900). 302 E Santa Clara Ave 9/25/2024