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Longitudinal Direction: <br />Shear Walls (Vertical): <br />H. h R fl IQI 00 eve: <br />1 1 to 2 2 <br />fx(psf) 6.51 6 .51 6.51 <br />Spacing (ft) 19 <br />Depth (ft) 48.83 48 .83 <br />Net D. (b , ft) 15.00 11.8 <br />Vseismic (lb) 3,020 3,020 <br />Vwind (lb) 1,725 1,725 <br />Vgovems (lb) 3,020 3,020 <br />Vgovems(Pit) 201 257 <br />Vractored(plf) 201 257 <br />Vractore/1 .0 (plf) 201 257 <br />Min . D (ft) 7.00 5.8 <br />M0 (lb-ft) 12 ,682 13,299 <br />Wroot (plf) 95 95 <br />Wwall (plf) 153 153 <br />0 .6*MR (lb-ft) 3,648 2,461 <br />Tie-down (6'') YES YES <br />Tie-down (lb) 1,390 2,064 <br />Tie-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 />Longitudinal Shear Walls <br />Wall (grid line) :EFabove (lb :EFx (lb Ftota, v=E/1.4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(I b) (plf) (ft) or 2 sides (plf) <br />1 -3,020 3,020 201 1 15.0 1 280 <br />2 -3,020 3,020 257 1 11 .8 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fpx(psf) 6.51 6 .51 6 .51 <br />L (ft) 19 <br />Depth (ft) 48.83 48.83 <br />Area (ff) 928 <br />fseismic(plf) 62 <br />Vwind(plf) 18 <br />Governs Seis. <br />Vgovemed(plf) 62 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12"