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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 .17 6 .17 6 .1 7 6 .17 6.17 <br />Spacing (ft) 24.5 9.67 <br />Depth (ft) 32 32 14.67 <br />Net D (b , ft) 16.00 16.00 See Page 8 <br />V seismic (lb) 2,419 2 ,857 <br />Vwind (lb) 1,353 1,353 <br />Vgovems (lb) 2 ,419 2 ,857 <br />Vgovems(Pif) 151 179 <br />Vtactored(p lf) 151 179 <br />Vtactored *1. 0 (plf) 151 179 <br />Min . D (ft) 8.00 8.00 <br />M0 (lb-ft) 10,886 12 ,856 <br />Wroof (plf) 123 133 <br />Wwall (plf) 153 153 <br />0 .6*MR (lb-ft) 5 ,293 5 ,485 <br />Tie-down (6") YES YES <br />Tie-down (lb) 699 921 <br />Tie-down HDU2&SSTB16 HDU2&SSTB16 <br />Camp. Post 2-2x4 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 Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -2,419 2,419 151 1 16.0 1 280 <br />B -2 ,857 2,857 179 1 16.0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B B to C c <br />fpx(psf) 6.17 6 .17 6.17 6 .17 6 .17 <br />.. L (ft) 24 .5 9.67 <br />Depth (ft) 32 32 14.67 <br />~ <br />Area (tr) 784 142 <br />~ <br />f seismic( plf) 76 30 <br />Vwind(plf) 21 46 <br />Governs Seis. wind <br />Vgovemed(plf) 76 46 <br />Roof Panel 1/2" cox 1/2" cox <br />~. <br />Shear 270 270 <br />Edge Nail 8d@ 6",6",12" 8d@ 6",6",12"