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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98472-443G <br /> Phone:425-814-8448 <br /> E N G 1 N E E•RIN Fax:425-821 2t24 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.39 kips <br /> Shear Wails: tt, jtk <br /> F,, = C x V (Eq. 12.8-11) C vX = x x (Eq. 12.8-12) <br /> f Z i wjh( <br /> Diaphragms: <br /> u 11 Fpx = 0.25DSewpx���I [Eq.12.10-21(min) <br /> Fpx - (�C,/X w)(wpx).,,[Eq.12.10-- 11 <br /> t=x s=x Fpx = 0.4SDsigwpx [E`q,12.10 3](max} <br /> Stren th Desi n Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level hx Weight,wx w hx F,t I:Fx Moment 1w, Fpx <br /> (from base) (rt) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 23.3 27.70 644 7,59 7.59 1041 28 7.59 <br /> Floor 2 L 9.5 34,021 323 3.81 11.39 213 62 8.16 <br /> Totals W= 61.72 Kips <br /> Ew,h,r 967 ft-Kips <br /> Stren th Desi n Wind Forces W} <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> :FloorNV Level NIS,Hx NIS,fHx EM,Hx E ,ZH,, <br /> m base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.67 4.671 7.90 7.90 <br /> Floor 2 4.64 9.311 7.021 14.92 <br /> _ Dia hra m ASD Shear Walls ASD _ <br /> Seismic, Wind NIS Wind ENV Seismic, Wind NIS Wind FJW <br /> [0.7E) 10." )0.6W) [0.7E) 10.6WJ AM <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 FFloor 2 5.31 2.80 4.74 <br /> Floor 2 5.72 2,78 4.21 Floor 1 2,67 2.78 4.21 <br /> I <br /> Garage <br /> 0.71 0.76 <br /> Gara 0.54 0.76 <br /> i <br /> i <br /> Date: 4/612022 <br /> Page: <br /> I <br />