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SEISMIC DESIGN <br />SDS 1.037 SDC D <br />S1 0.463 <br />Fv 1.85 <br />SD1 0.571033 SDC D <br />Ie 1 <br />R 2 <br />hn 11.5 FT <br />Ct 0.02 <br />x 0.75 <br />Ta 0.124897 SEC Ta = Cthn <br />x <br />TL 8 SEC <br />Cs 0.519 Cs = SDS/(R/Ie) <br />Cs max.2.286 Cs = SD1/(T)(R/Ie) <br />Cs min.0.046 Cs = 0.044SDSIe ≥ 0.01 <br />C s DESIGN 0.519 ULT <br />C s DESIGN 0.36295 ASD <br />W <br />Roof DL 25 PSF <br />Partition 10 PSF <br />Roof W 35 PSF <br />Floor DL 25 PSF <br />Partition 20 PSF <br />Floor W 45 PSF <br />Total W 80 PSF <br />V 41.480 PSF (ULT)V = CsW <br />V 29.036 PSF (ASD) <br />7