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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to B B B toe c <br />fx(psf) 6 .04 6.04 6 .04 6 .04 6 .04 <br />Spacing (ft) 33 24.33 <br />Depth (ft) 23.5 23.5 (Existing) <br />Net D (b, ft) 6.50 12.00 <br />Vseismic (lb) 2 ,343 4 ,070 <br />Vwind {lb) 1,431 1,431 <br />V governs {lb) 2 ,343 4 ,070 <br />Vgoverns(plt) 360 339 <br />Vtactored{plf) 360 339 <br />Vtactored*1 .0 {plf) 360 339 <br />Min . D (ft) 6.50 12.00 <br />M0 (lb-ft) 21 ,087 36,633 <br />Wroof {plf) 140 140 <br />Wwall (plf) 153 153 <br />0.6 *MR (lb-ft) 3,714 12 ,658 <br />Tie-down (6") YES YES <br />Tie-down (lb) 2,895 2,085 <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 />Transverse Shear Walls <br />Wall (grid line) I:Fabove (lb) I: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 -2,343 2,343 360 3 6 .5 1 550 <br />B -4 ,070 4,070 339 2 12 .0 1 345 <br />c (Existing) <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B B to C c <br />fp x(psf) 6 .04 6 .04 6 .04 6 .04 6 .04 <br />L (ft) 33 24.33 <br />Depth (ft) 23.5 23.5 (Existing) <br />Area (ft2 ) 776 (Existing) <br />fse ismic{plf) 100 <br />Vwind(plf) 30 <br />Governs Seis. <br />Vgoverned{plf) 100 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />7 <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024