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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> E NGIr4EE•RIN G <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A & 6 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.39 kips <br /> Shear Watts: wxhx <br /> Fx = C„., V (Eq. 12.8-11) C,X _ (Eq. 12.8-12} <br /> 1 wfh; <br /> Diaphragms: <br /> n n Fpx = 0.2SDslewpx...[Eq.12.10-21(min) <br /> Fpx = Ft/I tv)(wpY) ...[Eq.12.10- 11 <br /> i=x Fpx = 0.4SDSIewpx...[Eq.12,10- 31(max) <br /> 1=x <br /> Stren th Desi n Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at 1, Force, <br /> Floor Level hx Weight,wx wxhx Fx IFx Moment 1w9 Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) _(A-Kips) (Kips) (Kips) <br /> Roof 23.3 27.70 644 7.59 7.59 104 28 7.59 <br /> Floor 2 9.5 34.02 323 3.61 11.39 213 6218.16 <br /> Totals W= 61,72 Kips <br /> Ewxhx= 967 ft-Kips <br /> Strength Des i n Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS.H NIS,gHx iJW,Hx ENV,EH, <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.67 4.67 7.90 7.90 <br /> Floor 2 4.64 9.31 7.02 14.92 <br /> Dia hra m ASD Shear Walls AS � <br /> Seismic, Wind N15 Wind ENV Seismic, Wind NIS Wind E1W <br /> [0.7Et [0.ew) 10.6" 10.7EJ 10.61n4 (0.6W) <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 Floor 2 5.31 2.801 4.74 <br /> Floor 2 5.72 2.78 4.21 Floor 1 2.67 2.78 4.21 <br /> Garage 0.71 0.76 Gara e 0.54 0.76 <br /> Date: 4/6/2022 <br /> Page: 1-1.5 <br />