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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to 8 8 <br />fx(psf) 6 .80 6 .80 6 .80 <br />Spacing (ft) 43.25 <br />Depth (ft) 18.25 18.25 <br />Net D (b , ft) 6.00 8.00 <br />V seismic (lb) 2 ,684 2 ,684 <br />Ywind (lb) 1,068 1,068 <br />Ygovems (lb) 2,684 2 ,684 <br />Vgovems(Pit) 447 336 <br />Vtactored(plf) 447 336 <br />Vtactore/1 .0 (plf) 447 336 <br />Min . D (ft) 6.00 8.00 <br />M0 (lb-ft) 24 ,160 24,160 <br />Wroof (plf) 217 217 <br />Wwall (plf) 153 153 <br />0.6*MR (lb-ft) 3 ,991 7 ,095 <br />Tie-down (6") YES YES <br />Tie-down (lb) 3,667 2,275 <br />Tie-down HDU5&SSTB24 HDU2&SSTB16 <br />Comp . 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) :EFabove (lb) :EFx (lb Ftotal v=E/1.4b Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -2,684 2,684 447 3 6 .0 1 550 <br />B -2 ,684 2,684 336 2 8.0 1 345 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to 8 8 <br />fpx(psf) 6 .80 6 .80 6.80 <br />L (ft) 43.25 <br />Depth (ft) 18.25 18.25 <br />Area (ff) 789 <br />fseismic(plf) 147 <br />Vwind(plf) 29 <br />Governs Seis. <br />Vgovemed(plf) 147 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />7 <br />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024