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19011 Wood-Sno Road NE,suite 100 <br /> Woodinville,WA 98072-4436 <br /> :i <br /> Phone;425-814-8448 <br /> ENGINEERING 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 Walls: k <br /> F., = C,, V (Eq. 12.8-11) C,x = u'xhx (Eq. 12.8-12) <br /> Z,j Wih= <br /> Diaphragms: <br /> n n Fpx=0.2Saslewpx...[Eq.12.10-2](min) <br /> Fpx=(Y. <br /> Fi/ wf f(wpX)...[Eq.12.10-�1] <br /> i. f Fpx= 0.4Snsl,w,X-[Eq.12.10-3](max) <br /> Strength 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 wxh. F. ZFx Moment zwi Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (lips) (lips) I (ft-FGps) (Kips) (Kips) <br /> Roof 1 23.3 26.10 607 7.23 7.23 99 26 7.23 <br /> Floor 2 1 9.5 33.76 ___Mt___ 3.82 11.051 204 60 8.10 <br /> Totals W= 59.86 Kips <br /> Ewxhx= 928 ft-Kips <br /> Strength Design Wind Forces <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx NIS,fHx E/W,Hx EIW,yHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 6.13 6.13 7.15 7.15 <br /> Floor 2 4ML 6.38 13.53 <br /> Diaphragm (ASD) __.Shear Walls (ASD <br /> seismic, wind N/S Wind EIW Seismic, Wind NIS Wind EIW <br /> [0.7E] [0.6w] [0." [0.7E] [0.6W] [0.6VIA <br /> (kips) (kips) (kips) (kips) (kips) (bps) <br /> Roof 5.06 3.68 4.29 Floor 2 5.06 3.68 4.29 <br /> Floor 2 1 5.67 2.77 3.83 1 Floor 1 1 2.67 2.77 3.83 <br /> Garage 1 0.731 0.73 1 Garage Garagel 0.561 0.73 <br /> Date: 3/31/2022 <br /> Page: L1.5 <br /> _. . .....------............................ <br />