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5.0 Lateral Analysis <br /> Root DI 30.00 PSF <br /> floor D. 15.00 PSF <br /> IntWgI 10.00 PSF <br /> Ext Woi• 15.00 PSF <br /> Roof <br /> 1)ar, ,..::).:err ivca: 900 00:':1 '!. <br /> Height of Diaphragm: 11.00 ft <br /> Weight of Diaphragm: 27000 00 Its <br /> Wall Weiahts Below <br /> wall Height: 10.50 II <br /> Concrete Wall Lengths: 0.00!1 <br /> Int wall Wall Lengths: 50.00 If <br /> Ext Wall Perimeter: 112.00 If <br /> Concrete Wall Weight: 150.00 psf <br /> Int Wall Weight: 10.00 psf <br /> Ext Wall Wall Weight: 15.00 psf <br /> Weight of Walls Below: 11445.00 lbs <br /> Seismic Weight at Roof: 38445.00 Ibs <br /> Base Shear: <br /> V= CS'w <br /> CS= SDS/fR/1o) <br /> SDS=0.97 <br /> R(N-S)- 6.5 Table 12 2-1 ASCE 7 <br /> R(E-W)- 6.5 Table 12.2-1 ASCE 7 <br /> V= 5 72 kips <br /> 0.7Vr,= 4.00 kips <br /> Seismic loads <br /> 17:or Seicm c Weight Height W'h w'h/Ew'h V <br /> I =A.aS gins 11.00 ft a22.90 1.00 5.72 kips <br /> 0 7Ve(Kips) <br /> Rost 4.OG <br /> Job Number: 2022022 Engineer: Frankie Tsui <br /> Job Name: Wyatt Project Date: 8/28/2022 <br /> Location: 2405 State St Everett,WA 98201 Page: 14 <br />