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19011 Wood-Sno Road NE,Suite 100 <br /> Nk <br /> r Woodinville,WA 98072-4436 <br /> Plione:425-814-8448 <br /> Fax:425-821-2120 <br /> E NGIt`1EERIN'G <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: W.ltx <br /> F,� = C v, V (Eq. 12,8-11) C _ En �t�'fltt g (Eq. 12,8 12) <br /> tW <br /> Diaphragms: <br /> n n Fpx = 0.2SDglgwpx...[Eq.12.10— 21(min) <br /> Fpx = i F;JI wE\)(wpr) ...[Eq.12.10— 1) F.P. — 0.45DSawpx•'• a'1 (E 12.10— 31(max) <br />€ \` J � <br /> t=x t=x <br /> Strength Desi n Seismic ForcesME <br /> Lateral Diaphragm <br /> Height, Story <br /> Force, Story Shear, , Force,Floor Level hx Walght,w■ w„hx FxFx FPx(from base) (ft) (Kips) (ft Kips) (K{PS) (Kips ( {Kips)Roof 23.3 27.70 644 7,59 7.598 7.59Floor 2 9.5 34. 12 323 3.$1 11.392 8.16 <br /> Totals W= 61.72 Kips <br /> Ew„h,,= 967 fl-Kips <br /> Stren th Des i n Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story She <br /> Floor Level N/5,H N/S,IHx E/W,H, EIW,EH <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.67 4.67 1 7.90 <br /> Floor 2 4.64 9.31 7.02 14.92 <br /> _ Dia)hra m DASD M <br /> SO <br /> Seismic, Wind N15 Wind ENV SeisWind ENV <br /> (a.7E) I0.6W) I0.6W1 lo.7 (A,svvi <br /> (kips) (kips) (kips) (kip (kips) <br /> Roof 5.31 2,80 4.74 Floor 2 0 _ 4.74 <br /> Floor 2 5.72 2.78 4.21 Floor 1 8 4.21 <br /> Garage ��0 71 __,. 0 7g Gara a 0.54 0.76 <br /> Date. q/6/2022 <br /> Page: _ E i•6 <br />