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r 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> ,. rs Phone:425-814-9448 <br /> El!7CIIVEERII: Fax:425-821-2120 <br /> Pacific Ridge Hoines Revision Date: 1/11/2021 <br /> Lennon "Elevations C & D <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.05 kips <br /> Shear Walls: wxhx <br /> FX = C„r V (Eq. 12.8-11) C,X = (Eq. 12.8-12) <br /> Diaphragms: <br /> + it F = 0. 1 w [ . mn <br /> px 25 As a px Eq••• •1210-2 (min) <br /> Fpx = �Ft i'Z w)(w,.,)...(Eq.12.10-1] <br /> F <br /> i=x px =0.4SDslewpx ...[Eq.12.10-31(max) <br /> t=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 hx Weight,wx W,hx Fx EFx Moment Ew, Fpx <br /> (from base) {ft) (Kips) (ft Kips) (Kips) (Kips) ft-Kips) (Kips) (KIPS) <br /> Roof 21.0 26.10 548 6.97 6.97 80 26 6.9711 <br /> Floor 2 9.5 33.76 3211 4.081 11.051 1851 60 8.10 <br /> Totals W= 59.86 Kips <br /> Ewxhx= 869 ft-kips <br /> Siren th De-si n Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx NIS,jHx EM,Hx EfW,11-1x <br /> (from base) (Kips) (Kips) (Kips) (Ki s) <br /> Roof 4.28 4.28 5.09 5.09 <br /> Floor 2 4.621 8.901 6.38 11.47 <br /> �Dla hram ASD Shear Walls ASD <br /> Seismic, Wind HIS <br /> Wind EM Seismic, Wind NIS Wind ENV <br /> [0.7E] [0.6W] [O.ewl [0.7E] [O.6W] [0,8W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 4.88 2.57 3.05 Floor 2 4.88 2.57 3.05 <br /> Floor 2 5.67 2.77 3.83 Floor 1 2.86 2.77 3.83 <br /> i <br /> Gara a 0.73 0.73 Gara a 0,561 0,73 <br /> Date:3/26/2021 <br /> Page: 1.1.5 <br />