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. . <br /> �i�SS ro ect: Belmark Lo ez b : RR sheet#: <br /> ��1JIt1����fA� location: Everett,WA date: ivirzoia <br /> ���A��! client: LCI ob#: 1487 <br /> Irroc <br /> SHEARWALL DESIGN <br /> Shearwall Descri tion: MAIN FLOOR-BWL A <br /> Vtotal Upper= 8.45 (K)Seismi� v= 0.7 x Vtotal x Trib x 1/Ltotal= 117 (pl�)Seismic <br /> 5.75 (K)Wind 0.6 x Vtotal x Trib x 1/Ltotal= 97 (pifl Wind <br /> Trib Upper= 50 % <br /> Vtotal Main= 6.28 (K)Seismic Shearwali 1 OK <br /> 8.47 (K)Wind <br /> Trib Main= 50 % P1 = 0.6(L)(H)10psf+0.6(L)(Tr)12psf= 2956.8 (Ib) <br /> Vtotal Lower= (K)Seismi� P2=0.6(La)(H)10psf+0.6(La)(Ta)12psf= 268.8 (Ib) <br /> (K)Wind T=C= v(H)-(P1)/2-P2 -575 (Ib) <br /> Trib Lower= % Uplift Above= (Ib) <br /> Ltotal= 44 (ft) Net Uplift= -575 (Ib) <br /> L= 44 (ft) <br /> H= 10 (ft) NO HOLD-DOWN REQUIRED <br /> Tr= 1 (ft) <br /> La= 4 (ft) <br /> Ta= 1 (ft) <br /> Shearwall Descri tion: MAIN FLOOR-BWL F <br /> Vtotal Upper= 8.45 (K)Seismic v= 143 (plfl)Seismic <br /> 5.75 (K)Wind 119 (pl�Wind <br /> Trib Upper= 50 % <br /> Vtotal Lower= 6.28 (K)Seismic Shearwall 1 OK <br /> 8.47 (K)Wind <br /> Trib Lower= 50 % P1 = 826.2 (Ib) <br /> Vtotal Lower= (K)Seismic P2= 244.8 (Ib) <br /> (K)Wind T=C= 631 (Ib) <br /> Trib Lower= % Uplift Above= -168 (Ib) <br /> Ltotal= 36 (ft) Net Uplift= 463 (Ib) <br /> L= 13.5 (ft) <br /> H= 9 (ft) NO HOLD-DOWN REQUIRED <br /> Tr= 1 (ft) <br /> La= 4 (ft) <br /> Ta= 1 (ft) <br /> Shearwall Descri tion: MAIN FLOOR-BWL 1.2 <br /> Vtotal Upper= 8.45 (K)Seismic v= 258 (pifl)Seismic <br /> 7.13 (K)Wind 244 (pl�Wind <br /> Trib Upper= 12.5 % <br /> Vtotal Lower= 628 (K)Seismic Shearwail 4 OK <br /> 9.14 (K)Wind <br /> Trib Lower= 12.5 % P1 = 957.6 (Ib) <br /> Vtotal Lower= (K)Seismic P2= 244.8 (Ib) <br /> (K)Wind T=C= 1596 Qb) <br /> Trib Lower= % Uplift Above= (ib) <br /> Ltotal= 5 (ft) Net Uplift= 1596 (Ib) <br /> L= 14 (ft) <br /> H= 9 (ft) STHD10 HOLD-DOWN OK <br /> Tr= 2 (ft) <br /> La= 4 (ft) <br /> Ta= 1 (ft) <br />