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S Van Ness Ave <br /> <br />Design response spectrum is tabulated in Table 4 and it is shown in Fig.2. <br /> <br />Table 4. Design Response Spectrum <br /> <br />0 <br /> <br />0.413 <br />0.109 1.032 <br />0.8205 1.032 <br />1.22 0.695 <br />2.14 0.396 <br />2.85 0.297 <br />4.27 0.198 <br />8 0.071 <br />8.5 0.063 <br /> <br /> <br /> <br /> <br />3.2.1.1 Effective Seismic Weight <br />The effective seismic weight is tabulated in Table 5 . <br /> <br />Story Type A (sf) Value (psf) Seismic Weight(lb) <br />Roof <br />Roof 962.445 12 11549 <br />Ceiling 729.752 6 4379 <br />Exterior Wall 454.32 17 7723 <br />Exterior Wall 165.075 17 2806 <br />Partition 364.876 5 1824 <br />Total Seismic Weight (lb) 28281 <br />0 <br />0.2 <br />0.4 <br />0.6 <br />0.8 <br />1 <br />1.2 <br />0 2 4 6 8 10Sp <br />e <br />c <br />t <br />r <br />a <br />l <br /> <br />R <br />e <br />s <br />p <br />o <br />n <br />s <br />e <br /> <br />Ac <br />c <br />e <br />l <br />e <br />r <br />a <br />t <br />i <br />o <br />n <br />, <br /> <br />S <br />a <br />( <br />g <br />) <br /> <br />Period, T (sec) <br />Design Response Spectrum <br /> <br />Page 6 of 213