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STRUCTURAL CALCULATION FOR ADDRESS AT: <br />Date: 3/3/24 <br />DESIGN DATA: <br />Codes: 2022 CBC and as amended by City Ordinance <br />Seismic Analysis: Equivalent Lateral Force Procedure, ASCE 7-16; Risk Category II, <br />Site Class D, Seismic Design Category D; Ss= 1.336; S1= 0.477; I= 1; R=6.5; ρ=1.3, <br />Sd1= 0.572; Sds=1.069; Cs=0.16, V=0.15*W <br />Roof L.L.= 20psf; Max. weight of roof = 14 psf; <br />Wind: Method 2 Analytical Procedure; Basic wind speed = 95 mph; Wind Exposure= C ; <br />Internal pressure co-efficient=±0.18; Risk Category I <br />PROJECT: <br />RESIDENCE <br />724 S MAXINE ST, SANTA ANA, CA 92704 <br />TMC ENGINEER INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: 714 -829-5053; Email: Tienchu.e mail.com.