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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to B B <br />fx(psf) 7.04 7.04 7.04 <br />Spacing (ft} 18.2 <br />Depth (ft) 41.25 41.25 <br />Net D (b , ft) 16.00 12.00 <br />Vseismic (lb) 2 ,643 2 ,643 <br />Vwind (lb) 2 ,478 2 ,478 <br />V governs (lb) 2 ,643 2 ,643 <br />Vgoverns(Pit) 165 220 <br />Vtactored(plf) 165 220 <br />Vtactore/1 .0 (plf) 165 220 <br />Min . D (ft) 8.00 6.00 <br />M0 (lb-ft) 11 ,893 11 ,893 <br />Wroof (plf) 91 91 <br />Wwall (plf) 153 153 <br />0.6*MR (lb-ft) 4 ,687 2 ,637 <br />Tie-down (6") YES YES <br />Tie-down (lb) 961 1,683 <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 />Transverse Shear Walls <br />Wall (grid line) I:Fabove (lb) I:Fx (I b) Ftotal v=EI1.4b Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -2 ,643 2,643 165 1 16.0 1 280 <br />B -2 ,643 2,643 220 1 12 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B <br />fpx(psf) 7.04 7 .04 7.04 <br />L (ft) 18.2 <br />Depth (ft) 41.25 41.25 <br />Area (ff) 751 <br />fseismic(plf) 64 <br />Vwind(plf) 30 <br />Governs Seis. <br />V governed(plf) 64 <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