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ASCE <br />AMERICAN SOCIETY OF CIVIL ENGINEERS <br />Ice <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />may, lS. <br />Approved <br />FOR PERMIT ISSUANCE <br />Results: Master ID: <br />Ice Thickness: 0 in. Date: <br />Concurrent Temperature: 25 F <br />Gust Speed 30 mph <br />Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 <br />Date Accessed: Fri Jun 07 2024 <br />Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys <br />and gorges may exceed the mapped values. <br />Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, <br />for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. <br />Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice <br />thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may <br />exceed the mapped values. <br />Snow <br />Results: <br />Ground Snow Load, p9 : 0 Ib/ft2 <br />Mapped Elevation: 59.5 ft <br />Data Source: ASCE/SEI 7-16, Table 7.2-8 <br />Date Accessed: Fri Jun 07 2024 <br />Values provided are ground snow loads. In areas designated "case study <br />required," extreme local variations in ground snow loads preclude mapping at <br />this scale. Site -specific case studies are required to establish ground snow <br />loads at elevations not covered. <br />Snow load values are mapped to a 0.5 mile resolution. This resolution can <br />create a mismatch between the mapped elevation and the site -specific <br />elevation in topographically complex areas. Engineers should consult the local <br />authority having jurisdiction in locations where the reported 'elevation' and <br />'mapped elevation' differ significantly from each other. <br />hftps:/Iascehazardtool.orgl Page 3 of 7 Fri Jun 07 2024 <br />