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<br /> <br />W Park Ln <br /> <br /> U.S. Office: <br />Canada Office: <br />77 Waldorf, Irvine, CA 92612 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-979-5003 <br />+1 289-597-0455 <br />7 <br />Design response spectrum is tabulated in Table 9 and it is shown in Fig.2. <br /> <br /> <br />Table 9. Design Response Spectrum <br /> <br />0 0.427 <br />0.108 1.069 <br />0.811 1.069 <br />1.22 0.711 <br />2.14 0.405 <br />2.85 0.304 <br />4.27 0.203 <br />8 0.072 <br />8.5 0.064 <br /> <br />Figure 2. Design Response Spectrum <br /> <br /> <br /> <br /> <br />3.2.1.2 Effective Seismic Weight <br />The effective seismic weight is tabulated in Table 10. <br /> <br />Table 10. The Effective Seismic Weight <br />Story Type A Value Seismic Weight <br />sf psf lb <br />Roof <br />Sloped Roof 2861 12 34332 <br />Vaulted Roof 503.51 16 8056 <br />Ceiling 2094 6 12564 <br />Exterior Wall (Stucco) 754 16 12060 <br />Exterior Wall (Cement) 191 12 2288 <br />Partition 1300 5 6500 <br />Total Seismic Weight (lb) 75800 <br /> <br /> <br /> <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 10 <br />Sp <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 />A <br />c <br />c <br />e <br />l <br />e <br />r <br />a <br />t <br />i <br />o <br />n <br />, <br /> <br />Sa <br />( <br />g <br />) <br /> <br />Period, T (sec) <br />Design Response Spectrum <br />Page 8 of 290