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Longitudinal Direction: <br />Shear Walls (Vertical): <br />H h R fl igl 00 eve: <br />1 1 to 2 2 <br />fx(psf) 6 .04 6.04 6 .04 <br />Spacing (ft) 23.5 <br />Depth (ft) 33 33 <br />Net D (b, ft) 14.0 12.0 <br />Vseismic (lb} 2 ,343 2 ,343 <br />Vwin d (l b) 1,766 1,766 <br />V governs (l b) 2 ,343 2 ,343 <br />Vgoverns{PIT) 167 195 <br />Vtactored(plf) 167 195 <br />Vtactore/1.0 (plf) 167 195 <br />Min . D (ft) 6.00 12.00 <br />M0 (lb-ft) 9,037 21 ,087 <br />Wroof (plf} 100 100 <br />Wwall (plf} 153 153 <br />0.6*MR (lb-ft) 2 ,729 10 ,917 <br />T ie-down (6''} YES YES <br />Tie-down (lb) 1,051 847 <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 Ftotal v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(I b) (plf) (ft) or 2 sides (plf) <br />1 -2 ,343 2,343 167 1 14.0 1 280 <br />2 -2 ,343 2,343 195 1 12.0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fpx(psf) 6 .04 6 .04 6 .04 <br />L (ft) 23.5 <br />Depth (ft) 33 33 <br />Area (tr) 776 <br />fse ismic(plf} 71 <br />Vwind(plf) 27 <br />Governs Seis. <br />V governed( plf} 71 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024