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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> • ..v <br /> Phone:425-814-8448 <br /> E NG119EE.RIIti t; Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A & B <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11,39 kips <br /> Shear Walls: wx)l.x <br /> F,r = C„ V {Eq. 12.8-11) C,� _ wlhk (Eq. 12.8-12) <br /> Diaphragms: <br /> n 'Z F = 0.25 1 w [E 12.10-2 (min) <br /> px a DS a px••• q• <br /> Fpx - (�F;/I w1)(wpx)...[Eq.12.10- 11 <br /> r=x t-x Fpx = 0.4SDSJewpx...[Eq,12.10- 31(max) <br /> Stren th Desi n Seismic Forces E <br /> Lateral NrliOn of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at 1, Force, <br /> Floor Level hx Weight,% Wxhx Fx EFx Moment EWy Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-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 3.81 11.39 213 62 8.16 <br /> Totals W= 61.72 Kips <br /> Ew,h„= 967 ft-Kips <br /> Strength Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx N/S,gHx E W,Hx EM,EHx <br /> (from base) (Kips) I (Kips) (Kips) (Kips) <br /> Roof 4.671 4.67 7.90 7.90 <br /> Floor 2 4.641 9.31 7.02t 14.92 <br /> Dia hr�agm ASD) Shear Walls(ASO) <br /> Seismic, Wind N/S Wind E IV Seismic, Wind NIS Wind EIW <br /> I0.7E) lo." 10.6v] 10,7E) I0.6W) [0.6w) <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 F 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 03111 0.76 a Gara 0.54 0.76 <br /> i <br /> i <br /> Date:4/6/2022 <br /> Page: .. 1-1.5 <br /> t <br /> 1 <br /> t <br /> t <br /> 4 <br />