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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGIFriEERllti G Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1011/2021 <br /> Hudson Elevations A & B) <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 12.50 kips <br /> Shear Walls: <br /> Fx = C,, V (Eq. 12.8-11) C. = wxhx <br /> (Eq. 12.8-12) <br /> Zn lwihk <br /> Diaphragms: <br /> n n <br /> 1 FpX = 0.2SnSlewpX ...[Eq.12.10 -2] (min) <br /> Fpx = Fi/�wj J(wpX)...[Eq.12,10- 1] <br /> t=X i=X /// FpX = 0.4SDSIewpX...[Eq.12.10-3] (max) <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 wxhx Fx EFx Moment Ew; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 1 22.4 29.56 663 8.06 8.06 103 30 8.06 <br /> Floor 2 9.61 38.15 366 4.44 12.50 223 68 9.16 <br /> Totals W= 67.72 Kips <br /> EWxhx= 1028 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,Hx E/W,EH, <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 4.38 4.38 6.41 6.41 <br /> Floor 2 4.621 9.011 6.831 13.24 <br /> Floor 1 <br /> Dia hra m (ASD) Shear Walls ASD <br /> Seismic, Wind N/S Wind ENV Seismic, Wind N/S Wind ENV <br /> [0.7E] [0.6W] [0.6VA [0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.64 2.63 3.84 Floor 2 5.64 2.63 3.84 <br /> Floor 2 1 6.41 2.77 4.10 Floar 1 3.111 2.77 4.10 <br /> Garage 1 0.691 0,751 1 Garagel 0.53 0.75 <br /> Date: 6/20/2022 <br /> Page: L1.5 <br /> --------------------------- <br /> - -- <br />