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� I <br /> ""'����� ro ect: Belmark Lo ez b : RR sheet#: <br /> ===�f�9�����:����' location: Everett,WA date: ivirzoia <br /> :�''�SI�1'i client: LCI ob#: 1487 <br /> ��"�� <br /> SHEARWALL DESIGN <br /> Shearwall Descri tion: UPPER FLOOR-BWL 4.2 <br /> Vtotal= 8.45 (K)Seismic v= 209 (pl�)Seismic <br /> 7.13 (K)Wind 151 (plfl Wind <br /> Trib= 30 % <br /> Ltotal= 8.5 (ft) SHEARWALL 2 OK <br /> L= 8.5 (ft) <br /> H= 8 (ft) P1 = 1570.8 (Ib) <br /> Tr= 19 (ft) P2= 220.8 (Ib) <br /> La= 4 (ft) T=C= 664 (Ib) <br /> Ta= 1 (ft) <br /> MSTC40 HOLD-DOWN OK <br /> Shearwall Descri tion: UPPER FLOOR-BWL 7 <br /> Vtotal= 8.45 (K)Seismic v= 148 (pl�)Seismic <br /> 7.13 (K)Wind 107 (pl�Wind <br /> Trib= 50 % <br /> Ltotal= 20 (ft) SHEARWALL 1 OK <br /> L= 4.2 (ft) <br /> H= 8 (ft) P1 = 745.92 (Ib) <br /> Tr= 18 (ft) P2= 307.2 (Ib) <br /> La= 4 (ft) T=C= 503 (Ib) ;Ik;lk <br /> Ta= 4 (ft) <br /> NO HOLD-DOWN REQUIRED <br /> Shearwall Descri tion: <br /> Vtotal= (K)Seismic v= #DIV/0! (plfl)Seismic <br /> (K)Wind #DIVl01 (pl�Wind <br /> Trib= % <br /> Ltotal= (ft) <br /> L= (ft) <br /> H= (ft) P1 = 0 (Ib) <br /> Tr= (ft) P2= 0 (Ib) <br /> La= (ft) T=C= #DIV/0! (Ib) <br /> Ta= (ft) <br /> Shearwall Descri tion: <br /> Vtotal= (K)Seismic v= #DIV/0! (pl�)Seismic <br /> (K)Wind #DIV/0! (pl�Wind <br /> Trib= % <br /> Ltotal= (ft) <br /> L= (ft) <br /> H= (ft) P1 = 0 (Ib) <br /> Tr= (ft) P2= 0 (Ib) <br /> La= (ft) T=C= #DIV/Of (Ib) <br /> Ta= (ft) <br />