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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to B B <br />fx(ps f) 6 .92 6 .92 6 .92 <br />Spacing (ft ) 19.67 <br />Depth (ft) 40 40 <br />Net D (b , ft ) 16.00 16.00 <br />V seismic (l b ) 2 ,724 2 ,724 <br />Vwind (lb ) 2 ,403 2 ,403 <br />V governs (lb ) 2 ,724 2 ,724 <br />Vgoverns(Pit ) 170 170 <br />Vtactored(p lf) 170 170 <br />Vtactore/1.0 (plf) 170 170 <br />M in . D (ft) 8.00 8.00 <br />M0 (l b-ft ) 12 ,256 12 ,256 <br />Wroof (pl f) 98 98 <br />Wwa\1 (pl f) 153 153 <br />0 .6*MR (l b-ft ) 4 ,829 4 ,829 <br />Tie-down (6 ") YES YES <br />Ti e-down (l b) 990 990 <br />Ti e-down HDU2&SSTB16 HDU2&SSTB16 <br />Camp . Post 2-2x4 2-2x4 <br />D + E/1.4 <br />E = p Eh <br />p = 1.30 <br />Transverse Shear Walls <br />Wall (grid line) l:Fabove (lb) l:Fx (lb Ftotal v=E/1.4b Shea r # Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -2 ,724 2,724 170 1 16 .0 1 280 <br />B -2 ,724 2,724 170 1 16 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B <br />fpx(ps f) 6 .92 6 .92 6 .92 <br />L (ft ) 19 .67 <br />Depth (ft) 40 40 <br />Area (ft2 ) 787 <br />f seism ic( plf) 68 <br />Vwind(p lf) 30 <br />G overns Seis. <br />Vgoverned(pl f) 68 <br />Roo f Pane l 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />7 <br />2325 W Mark St - <br />1011185516/17/2024