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II <br />95 <br />C <br />0 <br />20 <br />20 Not Applied at Panels <br />D <br />1 <br />SS:1.289 S1: 0.46 <br />D-Default <br />SDS: 1.031 SD1: 0.52 <br />10 <br />95 <br />1 <br />2. ASCE/SEI Standard 7-16. "Minimum Design Loads for Buildings and Other Structures" <br />Ultimate Wind Speed (mph) = <br />Directionality Factor, kd = <br />Topographic Factor, kzt = <br />Design Pressure Up, p_2 (psf) = <br />Design Pressure Up, p_3 (psf) = <br />Design Pressure Down, p (psf) = <br />Snow Importance Factor, Ic = <br />Exposure Factor, Ce = <br />Array Edge Factor, γE = <br />Velocity Pressure, qz (psf) = <br />External Pressure Up, GCp_1 = <br />External Pressure Up, GCp_2 = <br />Solar Equalization Factor, γa = <br />External Pressure Up, GCp_3 = <br />External Pressure Down, GCp = <br />Design Pressure Up, p_1 (psf) = <br />Snow Load Calculation: <br />Ground Snow Load, pg (psf) = <br />Min Flat Snow, pf_min (psf) = <br />Min Sloped Snow, ps_min (psf) = <br />Design Codes and Guidelines: <br />1. 2022 California Building Code. <br />Design wind speed (mph): <br />Wind exposure category: <br />Ground snow load (psf): <br />Risk Category: <br />Wind Load Calculation: <br />Velocity Press Exp Factor, kz = <br />Ground Elevation Factor, ke = <br />Live Load (Psf): <br />Seismic Design Category: <br />Seismic Importance Factor: <br />Soil Site Class: <br />Dead Load : <br />Existing Dead Load(Psf)= <br />Page 2