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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to B B B to C c <br />fx(psf) 6.51 6 .51 6 .51 6 .51 6 .51 <br />Spacing (ft) 41 7.83 <br />Depth (ft) 19 19 19 <br />Net D (b, ft) 14.00 12.00 See Page 8 <br />V seismic (lb) 2 ,535 3,020 <br />Vwind (lb) 1,239 1,239 <br />Vgovems (lb) 2,535 3 ,020 <br />Vgovems(Pit) 181 252 <br />Vtactored(plf) 181 252 <br />Vtactored*1.0 (plf) 181 252 <br />Min . D(ft} 6.00 6.00 <br />M0 (lb-ft) 9 ,779 13 ,588 <br />Wroot (plf) 205 215 <br />Wwatl (plf) 153 153 <br />0 .6*MR (lb-ft) 3 ,869 3 ,977 <br />Tie-down (6") YES YES <br />Tie-down (lb) 985 1,602 <br />Tie-down HDU2&SSTB16 HDU2&SSTB16 <br />Comp . Post 2-2x4 2-2x4 2-2x4 <br />0 + E/1.4 <br />E = p Eh <br />p= 1.30 <br />Transverse Shear Walls <br />Wall (grid line) I:Fabove (lb) I:Fx (lb Ftotol v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -2 ,535 2,535 181 1 14.0 1 280 <br />B -3 ,020 3,020 252 1 12 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level· <br />A A to B B B to C c <br />fpx(psf) 6 .51 6 .51 6 .51 6 .51 6 .51 <br />L (ft) 41 7.83 <br />Depth (ft) 19 19 19 <br />Area (tr) 779 149 <br />fseismic(plf) 133 25 <br />Vwind(plf) 33 33 <br />Governs Seis. wind <br />V govemed(plf) 133 33 <br />Roof Panel 1/2" cox 1/2" cox <br />Shear 270 270 <br />Edge Nail 8d@ 6",6",12" 8d@ 6",6",12" <br />7