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Client - SCE Charge Ready Date - Project -Brixen EVCS Made By - Location -2100 S Fairview ST, Santa Ana, CA 92704 Orange County. Checked By - Proj. No. -Preliminary - 9/18/2024 DSS - 80% Review1650605 Description -Design calculations for footing pad of switchboard, Transformer, Distribution Panel, EV Charger & Gateway Final -100% Review 1. Switchboard Panel Along both Direction in Risa 3D = 1.33x4 5.320 ft^2 Total horizontal wind load (1.4x0.85x17.67x5.32)/1000 F = 0.112 kip Shear at each support point 0.112/4 0.028 kip Moment at top of foundation (0.112x4x2)/(3)0.299 kip-ft (C.G Considered at 2/3rd of Height) 2. Distribution Panel Along both Direction in Risa 3D = 2.67x5.33 14.231 ft^2 Total horizontal wind load (1.4x0.85x17.67x14.23)/1000 F = 0.299 kip Shear at each support point 0.299/4 0.075 kip Moment at top of foundation 0.299x5.33x2/3 1.495 kip-ft (C.G Considered at 2/3rd of Height) 3.Transformer Along both Direction in Risa 3D = 2.35x3 7.05 ft^2 Total horizontal wind load (1.4x0.85x17.67x7.05)/1000 0.150 kip Shear at each support point 0.15/4 0.04 kip Moment at top of foundation 0.15x3.71x2/3 0.37 kip-ft (C.G Considered at 2/3rd of Height) 4. EVC10 Level 2 AC EV Charger Along both Direction in Risa 3D = 1x6 6.00 ft^2 Total horizontal wind load (1.4x0.85x17.67x6)/1000 0.13 kip Shear at each support point 0.13/4 0.03 kip Moment at top of foundation 0.13x6x2/3 0.52 kip-ft (C.G Considered at 2/3rd of Height) 5. Gateway Along both Direction in Risa 3D = 0.925x1.116 1.03 ft^2 Total horizontal wind load (1.8x0.85x17.67x1.03)/1000 0.03 kip Shear at each support point 0.03/4 0.01 kip Moment (0.03x0.47/2)0.01 kip/ft. Moment on each bolt 0.00705/4 0.002 kip/ft.