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Client - SCE Charge Ready Date - <br />Project -Brixen EVCS Made By - <br />Location -2100 S Fairview ST, Santa Ana, CA 92704 Orange County. Checked By - <br />Proj. No. -Preliminary - <br />9/18/2024 <br />DSS <br />- <br />80% Review1650605 <br />Description -Design calculations for footing pad of switchboard, Transformer, Distribution Panel, <br />EV Charger & Gateway Final -100% Review <br />3.1 Self Weight (DL) <br />By default RISA FOUNDATION considers the self weight of footing in DL case. <br />3.2 Operating Dead Load (FL) <br />1. Switchboard Panel <br />Weight = 0.500 kip <br />Number of anchor locations =4 <br />Force at each support 0.5/4 0.125 kip <br />2. Distribution Panel <br />Weight =0.735 kip <br />Number of anchor locations =4 <br />Force at each support 0.735/4 0.184 kip <br />3. Transformer <br />Weight =0.600 kip <br />Number of anchor locations =4 <br />Force at each support 0.6/4 0.150 kip <br />4. EVC10 Level 2 AC EV Charger <br />Weight =0.040 kip (Assumed) <br />Number of anchor locations =4 <br />Force at each support 0.04/4 0.010 kip <br />5. Gateway <br />Weight =0.050 kip (Assumed) <br />Number of anchor locations =4 (as per spec sheet) <br />Force at each support 0.05/4 0.013 kip. <br />3.3 Live Load (L) <br />Live Load of 60psf is considered over the slab in Risa Foundation as per Table 4.3-1 ASCE 7-16 for elevated platforms. <br />3.4 Snow Load <br />No snow load is considered in the design as per 'ATC Hazard by Location' website. Reference provided in Annexure section. <br />3.0 Load Calculations <br />(as per vendor drawing) <br />(as per vendor drawing) <br />(as per spec sheet) <br />(as per vendor drawing) <br />(4 Bolts considered conservatively) <br />(4 Bolts considered conservatively) <br />(as per vendor drawing)