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t 19011 Wood Sno Road NE,Suite 100 <br /> ,,, Woodinville,WA 98072-4436 <br /> ,� Phone:425-814-8448 <br /> E NGII'4EERIN G 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: <br /> k <br /> Fx = C,� V (Eq. 12.8-11) C„x = N'xhx (Eq. 12.8-12) <br /> rii i w1hk <br /> Diaphragms: L• <br /> n n 1 Fpx= 0.25Dslewpx•••[Eq.12.10-2] (min) <br /> (f=x <br /> Fpx = 1 Fi/E wtl(wpx)...[Eq.12.10- 1] <br /> =x Fpx= 0.4SDslewpx...[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 wxhx Fx EFx Moment Zvi; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 23.3 26.10 607 7.23 7.23 99 26 7.23 <br /> Floor 2 9.5 33.76 321 3.82 11.05 204 60 8.10 <br /> Totals W= 59.86 Kips <br /> Ewxhx= 928 ft-Kips <br /> Strength Design Wind Forces(W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,FHx ENV,H. ENV,EH„ <br /> (from base) (Kips) (Kips) (tips) (Kips) <br /> Roof 6.13 6.13 7.15 7.15 <br /> Floor 2 4.62 10.75 6.38 13.53 <br /> Diaphragm (ASD) Shear Walls(ASD) <br /> Seismic, Wind N/S Wind E/W Seismic, Wind N/S Wind VW <br /> [0.7E] [0.6W] [0.6WJ [0.7E] [0.6W] [0.6WJ <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.06 3.68 4.29 Floor 2 5.06 3.68 4.29 <br /> Floor 2 5.67 2.77 3.83 Floor 1 2.67 2.77 3.83 <br /> Garage 0.73 0.73 Garage 0.56 0.73 <br /> ' Date: 3/31/2022 <br /> Page: L1.5 <br />