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• <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NOI N E E RIPti`G Fax:425-821-2120 <br /> Everett Residence Addition Revision Date: 3/27/2023 <br /> 625 93rd St. SW Everett, WA 98043 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 2.33 kips <br /> Shear Walls: k <br /> FX = CVX V (Eq. 12.8-11) C = wxhx (Eq. 12.8-12) <br /> i wthi <br /> Diaphragms: <br /> n " 1 Fpx = 0.2SDSIewpx...[Eq.12.10—2] (min) <br /> Fpx = \�FL/ wl I(w )...[Eq.12.10—1] <br /> x / Fpx = 0.4SDSIewpx ...[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 F,, IFx Moment Ew, Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 11.0 13.74 151 2.33 2.33 26 14 3.03 <br /> Totals W = 13.74 Kips <br /> EWXhx= 151 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,2Hx E/W,Hx E/W,EH. <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.29 2.29 2.37 2.37 <br /> Diaphragm (ASD) Shear WallsSASD) <br /> Seismic, Wind N/S Wind E/W Seismic, Wind N/S Wind E/W <br /> [0.7E] [0.6W] [0.6W] [0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 2.12 1.37 1.42 I Floor 1 1.63 1.37 1.42 <br /> Date: 3/27/2023 <br /> Page: L1.5 <br />