Laserfiche WebLink
19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> L C Phone:425-814-8448 <br /> Fax;425-821-2120 <br /> EN'frMEERII 'G <br /> Pacific Ridge Homes Revision Date: 1/1112021 <br /> Thelon �,E=levations A & B', <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.39 kips <br /> Shear Walls: yt, <br /> F,� = C,� V (Eq. 12.8-11) C,� = x (Eq. 12.8-12) <br /> ZL i wjO <br /> Diaphragms: <br /> n n Fpx = 0.2SDslewpx...[Eq.12.10-2](min) <br /> Fpx= (YFf j w){wx)...[Eq.12.10-1] <br /> Fpx= 0.4SDslewpx...[Eq.12.10-31 (max) <br /> E=x <br /> Strength Design Seismic Forces E <br /> Por lian of Diaphragm <br /> Lateral <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level hx Weight,wx w hx Fx EFx Moment 1wr Fpx <br /> (from base) 00 (Kips) (ft-Kips) (Kips) (KIPS) I (it-Klps) (Kips) (Kips) <br /> Roof f-L9151 <br /> 27.70 644 7.59 7.59 104 28 7.16 <br /> Floor 2 34.02 323 3.81 11.39 213 62 8. <br /> Totals W= 61.72 Kips <br /> Y,w,,hx= 967 ft-Kips <br /> Strength Design Wind Forces(W1) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx NIS,jHx EMI,Hx FJW,EHx <br /> (from base) (Kips) (KIPS) (Kips) (Kips) <br /> Roof 4.67 4.67 7-90 7.90 <br /> Floor 2 4.641 9.31 T-021 14.92 <br /> D]a hra m ASD) Shear Walls ASD <br /> Seismic, Wind NIS Wind ENV Seismic, Wind NIS Wind EMf <br /> [0.7E] [0.6W) [0.6W] [0.7E] [0.61114 [0.6W] <br /> (kips) (kips) (kips) (kips) (kips} (wps) <br /> Roof 5.31 2.80 4.74 Floor 2 5.31 2.$0 4.74 <br /> Floor 2 5.72 2.78 4.21 Floor l 2.67 2.78 4.21 <br /> Gara a 0.71 0.76 Garage Garagel 0.54 0.76 <br /> Date:4/6/2022 <br /> Page: 1.1.5 <br />