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19011 Wood-5no Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> ,,. '.. w.,` Phone:425-814-8448 <br /> E N 01 NEE-RIN C 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: W Itk <br /> Fx = C,x V (Eq. 178-11) CVX = x X (Eq. 12.8-12) <br /> ZI i wjlik <br /> Diaphragms: <br /> ( <br /> n 11 - 0.25 1 w [Eq.12.10-2 (min) <br /> px = DS a px••• <br /> Fpx = (�F( w)(w,,,)...[Eq.12.10--1] <br /> rpx = o.4SDslewpx ...[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 1, Force, <br /> Floor Level hx Weight,wx wxhx Fx EFx Moment 1A 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 9.5 34.02 323 3.81 11.39 213, 62 8.16 <br /> Totals W= 61.72 Kips <br /> Ewxhx W 967 ft-Kips <br /> V(Kips) <br /> th Desi n Wind Forces W) <br /> Lateral <br /> Story Shear Force Story Shear <br /> Floor NIS,FHx EM,Hx E/W.EHx <br /> (from (Kips) (Kips) (Kips) <br /> Ro4.67 7.90 7.90 <br /> Flo9.31 7.02 14.92 <br /> Diaphragm ASD Shear Walls ASD��_ <br /> Seismic, Wind NIS Wind ENV Seismic, Wind NIS Wind F1W <br /> [0.7E) [0.6W) [0.6" [0.7E) [O.6W P.M <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 6.31 2.80 4.74 Floor 2 5.31 2.80 4.74 <br /> E Floor 2 5.72 2.78 4.21 Floor 1 2.67 2.78 4.21 <br /> I <br /> i <br /> I Garage 0.71 0.76 E Garage 0.54 0.76 <br /> E <br /> Date: 4/6/2022 <br /> Page: t 1.5 <br />