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May 6, 2024 <br />Site ID: LA23642A <br />Site Name: LA3642 SCE LAVETA SUB CS <br />Project Name: ANCHOR <br /> <br /> <br />2 <br />3.0 ANALYSIS STANDARDS <br />The following design standards were used for this analysis: <br />Building Code: 2022 California Building Code <br />TIA-222 Revision: TIA-222-H <br />Risk Category: II <br />WIND DESIGN DATA <br />Ultimate Wind Speed: 95 mph <br />Ice Thickness: 0.0 in <br />Wind Speed with Ice: 30 mph <br />Exposure Category: C <br />Topographic Category: 1 <br />SEISMIC DESIGN DATA <br />Site Class: D (assumed) <br />Seismic Importance Factor (Ie): 1.0 <br />Mapped Spectral Responses: SS = 1.318 S1 = 0.470 SDS = 1.054 <br />Seismic Design Category: D <br />Response Modification (R): 2.5 <br />Amplification Factor (As): 1.0 <br /> <br />The following LRFD load combinations were used for the analysis of the cabinet anchorage: <br />• 1.4 D <br />• 1.2 D + 1.6L + 0.5(Lr or S) <br />• 1.2 D + 1.6(Lr or S) + (L or 0.5W) <br />• 1.2 D + 1.0W + L + 0.5(Lr or S) <br />• 0.9 D + 1.0W <br />• 0.9 D + 1.0 E <br />Note: Wind and seismic were considered from all principal directions. <br /> <br />2210 3%4 N Grand Ave Unit# <br />WCC01 - 1011184045/30/2024