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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425414-8448 <br /> ENGT NEE RI 'G Fax.425-821-2120 <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: <br /> F., = C,� V (Eq. 12.8-11) CVX = WA (Eq. 12.6-12) <br /> �Z I wihk <br /> Diaphragms: <br /> Fps= " n Fpz =0.25DS 1e wpx...[Eq.12.10-2]((min) <br /> Fi wt (wpx)...[Eq.12.10-1](Y Fp, =0.4SDslwpx...[Eq.12.1U-3](max)e=x c=x <br /> Stren th Design Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Stay Shear, Story Weight at i, Force, <br /> Floor Level h, Weight,wK w„hx F. EF, Moment Iwi Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft Kips) (Kips) (Kips) <br /> Roof 23.3 27.70 644 7.59 7.59 104 28 7.59 <br /> Floor 2 9.51 34.02 323 3.81 11.391 213 62 8.16 <br /> Totals W= 61.72 Kips <br /> Ewxh„= 967 ft-Kips <br /> Strength Design Wind Forces(W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,H„ N/S,7Hx Eft,HX E/VV,EH„ <br /> (tram base) (Kips) (Kips) (Kips) (KIPS) <br /> Roof 4.67 4.67 7.90 7.90 <br /> Floor 2 4.64 9.31 7.021 14.92 <br /> Dia hra m(ASD) Shear Walls ASD <br /> Seismic, Wind N/S Wind ENV Seismic, Wind N/S Wind ENV <br /> [0.7E] [0." [0.6W] [0.7E] [0.6WJ [0.6W1 <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 Floar 2 5.31 2.80 4.74 <br /> Floor 2 5.72 2.78 4.211 2.67 2.78 4.21 <br /> Garage 1 0.711 0.761 1 Garage Garagel 0.541 0.76 <br /> Date:4/6/2022 <br /> Page: L1.5 <br />