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1. Lateral Loads Calculation for Equipment (2022 CBC) <br />1.1 Earthquake Load <br />Latitude =36.2538 Longitude =-120.2394 <br />Soil Site Class =D <br />Seismic Use Group =II <br />From Spectrum Data:(from output of Seismic Design Parameters) <br />1.272 g SMS =1.5264 g SDS =2/3 SMS =1.018 g <br />0.455 g SM1 =1.045 g SD1 =2/3 SM1 =0.696 g <br />Seismic Design Category =D <br />ρ =1.0 (ASCE 7, 12.3.4.1) <br />Seismic Design Force : <br />2.5 ap 1.0 (ASCE 7, Table 13.6-1) <br />p 1.0 z/h =0.0 <br />CMA 11,000 lbs <br />=1,791.0 lbs <br />=17,909.8 lbs =3358.1 lbs <br />Therefore 3,358 lbs <br />Power Supply Cabinet 364 lbs <br />=59.3 lbs <br />=592.7 lbs =111.1 lbs <br />Therefore 111 lbs <br />2 1312 E Warner Ave - <br />101117461 & 201815044/29/2024