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19011 Wood-Sno Road NE,Suite 100 <br /> t <br /> Woodinville,WA 98072 4436 <br /> ' V I Phone:425-914-8448 <br /> Fax:425-821-2120 <br /> E NGINEE-R1r1'C <br /> Pacific Ridge Homes Revision Date: 1111/2021 <br /> Hudson (Elevations C & D <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 12.50 kips <br /> Shear Walls; �,�, �l <br /> F x = C,M V (Eq. 12,8-11) C Vx = x x_ (Eq. 12.8-12) <br /> F,pt lwthk <br /> Diaphragms: <br /> r 71 n Fpx = 0.2SDs1,wpX...[Eq.12.10--2](min) <br /> FpX = I 'i/I w)(wux)...[Eq.12.10 1] Fpx=0,4SDslewpX...[Eq.12.10—31(max) <br /> `[=x t=x <br /> Stren h Desi n Seismic Forces E <br /> Lateral Portlon of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level hx Weight,wx wxhx Fx EFK Moment Ewt Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) {ft-Klps) (KI s (Kips) <br /> Roof 22.4 29.56 663 8.06 8.06 103 30 8.06 <br /> Floor 2 S.6 38.15 366 4.44 12,50 223168 9.16 <br /> Totals W= 67.72 Kips <br /> Ewxhx= 1028 ft-Kips <br /> ------------- <br /> Stren th Desi n Wind Forces <br /> Lateral Lateral <br /> Force Story She Force Story Shear <br /> Floor Level NIS,H NIS,IHx EfW,Hx FJW,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.38 4.38 6.41 6,41 <br /> Floor 2 4.62 9.01 6.83 13.24 <br /> Floor 1 <br /> Di <br /> hra m ASDZ She, Walls ASD <br /> Seismic, in N!S Wind EfW Wind NIS Wind ENV <br /> [0.7E] 10.6Wi [0.6W) [0.6wl to.6W1 <br /> (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.64 2.63 3.84 MOE <br /> 2.633.84 <br /> Floor 2 6.41 2.77 4.10 2.77 4.10 <br /> Gara a 0.69 0.75 Gara a 0.53 0.75 <br /> Date:4/27/2021 <br /> Page: — t_1,5 <br />