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x • <br /> 0 19011 Wood-Sno Road NE,Suite 100 <br /> a Woodinville,WA 98072-4436 <br /> IINMNNMMINIINNININN Phone:425-814-8448 <br /> E NCI NEERIN G Fax:425-821-2120 <br /> Peterson Garage -ADU Revision Date: 2/28/2022 <br /> 22-696-02 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 6.12 kips <br /> Shear Walls: k <br /> F,� = C„x V (Eq. 12.8-11) C„X = i'vxhx (Eq. 12.8-12) <br /> Diaphragms: <br /> n n l Fpx = 0.2SDSIewpx...[Eq.12.10-2] (min) <br /> ) <br /> Fpx = l ) Fi/ wi f(wpx)...[Eq.12.10-1] <br /> a-x i=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 wwhx Fx IFX Moment Ewi Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 17.0 13.46 229 3.24 3.24 26 13 3.24 <br /> Floor 2 9.0 22.62 204 2.88 6.12 81 36 4.99 <br /> Totals W = 36.09 Kips <br /> Zwxhx= 432 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,IHx E/W,H, E/W,EFL <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.17 2.17 1.77 1.77 <br /> Floor 2 4.76 6.93 3.53 5.30 <br /> Diaphragm (ASD) Shear Walls(ASD) <br /> seismic, Wind N/S Wind h/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 2.27 1.30 1.06 Floor 2 2.27 1.30 1.06 <br /> Floor 2 3.49 2.85 2.12 Floor 1 2.02 2.85 2.121 <br /> Date: 5/6/2022 <br /> Page: L1.5 <br />