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19011 Wood-Sao Road NE,Suite 100 <br /> B Ij Woodinville,Wig 98072-4436 <br /> Phone:425-814-8448 <br /> E NGI NEE RI1\G Fax 425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1111/2021 <br /> Lennon €Elevations A & B <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.05 kips <br /> Shear Walls: k <br /> F, = C,, V (Eq. 12.8-11) CVX = u'xhz (Eq. 12.8-12) <br /> wj <br /> Diaphragms: <br /> n n Fpx= 0.2SDSIewpx...[Eq-12.10-2](thin) <br /> Fpx =(I FI l I w)(wpx)...[Eq.12.10-11 <br /> Fpx=0.4SDSIewpx...[Eq.12.10-31(max) <br /> t=x i=x <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 h, Weight,wx 'w,hx F. EFx Moment F-wi Fpx <br /> (from base) (ft) (Kips) Vt-Kips) (Kips) (lips) M-Klps) (Kips) (Kips) <br /> Roof 1 23.3 26.10 607 7.23 7.23 99 26 7.23 <br /> Floor 2 1 9.51 33.761 321 3.821 11.051 2041 60 8.10 <br /> Totals W= 59.86 Kips <br /> F-w.hx= 928 ft-Kips <br /> Stren th Design Wind Forces <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,fHx ENV,Hx ENV,7-Hx <br /> (from base) (Kips) (Kips) (KIPS) (rips) <br /> Roof 6.131 6.13 7.16 7.15 <br /> Floor 2 1 4.621 10.75 6.38 13.53 <br /> Dia ph rag m iASD _Shear Walls(A SD <br /> Seismic, Wind N/S Wind 9 Seismic, - Wind WS Wind EIW <br /> [0.7E] 10.6WI [0.6WI [0.7E) [OAM [0.6WI <br /> (kips) (bps) (kips) (kips) (kips) (kips) <br /> Roof 5.06 3.68 4.29 Fioor 2 5.06 3.681 4.29 <br /> Floor 2 5.67 2.77 3-831 r Floor 1 2.67 2.771 3.83 <br /> Garage 1 0.731 0.731 1 Garage Garagel 0.56 0.73 <br /> Date: 3131/2022 <br /> Page: L1.5 <br />