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<br /> <br />1011 W 2nd <br /> <br /> U.S. Office: <br />Canada Office: <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-822-1913 <br />+1 289-597-0455 <br />5 <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 />Figure 2. Design Response Spectrum <br /> <br />3.2.1.2 Effective Seismic Weight <br />The effective seismic weight is tabulated in Table 5. <br /> <br />Table 5. The Effective Seismic Weight <br />Weight of Roof Area <br />Roof Area 590 sf <br />Roof Dead Load 12 psf <br />Roof Weight 7080 lb <br />Weight of Ceiling Area <br />Ceiling Area 401.2 sf <br />Ceiling Dead Load 8 psf <br />Ceiling Weight 3209 lb <br />Wall Weight <br />Exterior Wall Length 397 feet <br />Exterior Wall Dead Load 16 psf <br />Partition Area 200.6 sf <br />Partition Dead Load 10 psf <br />Total Weight 2965 lb <br /> <br /> <br /> <br /> <br />0 <br />0.5 <br />1 <br />1.5 <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 Spectrum0 0.4144 <br />0.109 1.036 <br />0.819 1.036 <br />1.22 0.696 <br />2.14 0.397 <br />2.85 0.298 <br />4.27 0.199 <br />8 0.071 <br />8.5 0.063 <br />Page 6 of 108 <br />1011 W Second St <br />5/1/2025