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Longitudinal Direction: <br />Shear Walls (Vertical): <br />H. h R f L :Jgl 00 eve: <br />1 1 to 2 2 <br />fx(psf) 6 .80 6 .80 6 .80 <br />Spacing (ft) 18.25 <br />Depth (ft) 43.25 43.25 ' <br />Net D (b , ft) 16.0 15.0 <br />V seismic (lb} 2 ,684 2 ,684 <br />Vwind (lb) 2,217 2,217 <br />V governs (lb} 2 ,684 2 ,684 <br />Vgoverns(PIT) 168 179 <br />Vtactored( plf) 168 179 <br />Vtactore/1 .0 (plf) 168 179 <br />Min . D (ft) 6.00 7.00 <br />M0 (lb-ft) 9 ,060 11 ,275 <br />Wroof (plf) 183 183 <br />Wwa ll (plf) 153 153 <br />0 .6*MR (lb-ft) 3 ,626 4 ,936 <br />Tie-down (6") YES YES <br />Tie-down (lb) 988 975 <br />Tie-down HDU2&SSTB16 HDU2&SSTB16 <br />Comp . Post 2-2x4 2-2x4 <br />D + E/1.4 <br />E = P Eh <br />p = -1.30 <br />Longitudinal Shear Walls <br />Wall (grid line) EFabove (lb) EFx (lb Ftotal v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(lbl (plf) (ft) or 2 sides (plf) <br />1 -2 ,684 2,684 168 1 16 .0 1 280 <br />2 -2 ,684 2,684 179 1 15 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fp x(psf) 6 .80 6 .80 6 .80 <br />L (ft) 18.25 <br />Depth (ft) 43.25 43.25 <br />Area (ft2 <br />} 789 <br />fseismic(plf) 62 <br />Vwind(plf) 26 <br />Governs Seis. <br />Vgoverned(plf) 62 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024