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„ - 19011 Wood-Sno Road NE,Suite 100 <br /> WoodinviUe,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E N GI N E 1~•RII!C Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Lennon (Elevations A & B) <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.05 kips <br /> Shear UValls: � <br /> Fx = C" V (Eq. 72.8-91} C,x = u'Xhx (Eq. 12.8-12) <br /> En i wjO <br /> Diaphragms: <br /> n n FpX=0.2SDSIewpx...[Eq.12.10-23 (min) <br /> Fpx=(I Fi/Y.w)(wpX)...(Eq.12.10-1] <br /> x i FpX=0.4SDSIewpY...[Eq.12.10-3](max) <br /> t <br /> Stren th Design Seismic Forces(E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i. Force, <br /> Floor Level hx Weight,w,� wxhx Fx I;F,� Moment zwi Fpx <br /> (from base) 00 (Kips) (it-Kips) (Kips) NO) (fl-�Ps) (KIPS) (Kips) <br /> Roof 23.3 26.10 607 7.23 7.23 99 26 7.23 <br /> Floor 2 9.5 33.76 321 3.82 11.05 204 60 8.10 <br /> Totals W= 59.86 Kips <br /> Ewxhx= 928 ft-Kips Wi <br /> Strength Design nd Forces <br /> Lateral Lateral <br /> Force Stay Shear Force Story Shear <br /> Floor Level NIS,Hx NIS,fHx FJW,Hx EMI,I:H, <br /> (from base) (Kips) (Kips) (rips) (KIPS) <br /> Roof 6.13 6.13 7,15 7.15 <br /> Floor 2 4.62 10.75 6,38 13.53 <br /> - Diaphragm(ASD) Shear Walls(ASD <br /> smsmic, j Wind NIS Wind EJW Seismic, Wind NIS Wind EIW <br /> [0.7e] to.6Wl [0.6W] [0.7E] 10.6 VI 10.6vv1 <br /> (kips) (kips) (kips) (kips) ([tips) (kips) <br /> Roof 5.061 3.68 4.29 Floor 2 5.06 3.68 4.29 <br /> Floor 2 1 5.671 2.77 3.83 Floor 1 2.67 2.77 3.83 <br /> Garage 1 0.731 0.731 1 Garage] 0.561 0.73. <br /> Date: 3I31/2022 <br /> Page: L1.5 <br />