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�m 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEERING Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/1112021 <br /> Thelon i Elevations A & B <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.39 kips <br /> Shear Wails: k <br /> Fx = C n; V (Eq. 92.8-71) C,x = WA (Eq. 12.8-12) <br /> EZ sN,rhk <br /> Diaphragms: <br /> n n F = 0.25 1 w [E 12.10-2 (min <br /> Fpx Ff w)(wpx�...[Eq.12.10-1] Fpx- DS a px R. } <br /> E-x f=x Fpx = 0.4SDSIewpx...[Eq.12,10-3] (max) <br /> Stren th Design Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at r, Force, <br /> Floor Level hx Weight,w w,hx F. EF,, Moment Iwf Fpx <br /> (from base) M (Kips) (ft-Kips) (KKps) (KIPS) (ft-Kips) (KIPS) (Kips) <br /> Roof 1 23.3 27.70 644 7.59 7.59 104 28 7.59 <br /> Floor 2 9.5 34.02 323 3,81 11.39 213 62 8.16 <br /> Totals W= 61.72 Kips <br /> Iwxhx= 967 ft-Kips <br /> Strength Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx NIS,IHx E/W,H,� ENV,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.67 4.67 7.90 7.90 <br /> Floor 2 1 4.641 9.31 7.021 14.92 <br /> Dia hra m(ASD) Shear Walls ASD <br /> Seismic, Wind N/S Wind ENV Seismic, Wnd N/S Wind ENV <br /> [0.7E9 [0.6M 10.6vvi [0.7E7 10.6VM [0.6m <br /> (lips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 Floor 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 /> Garage 1 0.711 0.76 I Garage Garagel 0.541 0.76 <br /> Date: 4/6/2022 <br /> Page: L1.5 <br />