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t E <br /> 19011��Vood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> ENGINEERIt':G <br /> Pacific Ridge Hornes 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: wxhz <br /> F., = C,,x V (Eq. 12,8-11) C, _ (Eq. 12.8-i2) <br /> En 1wihf <br /> Diaphragms: <br /> n n Fpx = 0.2SDSlewpx ...[Eq.12.10- 21(min) <br /> Fpx = �Ft/ wr )\(wpx}...(Eq.12.10-11 F - 0.45 1 w [E .12.10-31(max) <br /> i <br /> r=x I=x J Px - DS C px••• q <br /> Siren th Design Seismic Forces E <br /> i Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at 1, Force, <br /> Floor Level hx Weight,wx wxhx F. Ux Moment Ywi 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 11.06 204 60 8.10 <br /> Totals W= 59.86 Klps <br /> Y-wxhx= 928 ft-Kips <br /> =41,62 <br /> esi n Wind Forces <br /> Lateral <br /> Shear Force Story Shear <br /> Floor Level IHx FJW,Hx ENV,JHx <br /> (from base) ips) (lips) (Kips) <br /> Roof6.13 7,15 7.15 <br /> Floor 210.75 6.38 13.53 <br /> "DiahraASD Shear/S Wind E/W Seismic, Wind NIS Wind EAN <br /> ) 10.6W} l0.7Ei [0.6W} 10.6WI <br /> (kips) (kips) (kips)Roof .68 4.29 Floor 2 5.06 3.6$ 4.29 <br /> 83Floor2 .77 3.83 Fioar 1 2.67 2,77 3.83 <br /> Garage 1 0.731._ 1 Garaciel 0.661 0.73 <br /> Date: 3/31/2022 <br /> Page: L1.5 <br />