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Longitudinal Direction: <br />Shear Walls (Vertical): <br />H" h R f L 1g1 00 eve: <br />1 1 to 2 2 <br />fx(psf) 7 .04 7 .04 7 .04 <br />Spacing (ft) 41 .25 <br />Depth (ft ) 18 .2 18.2 <br />Net D (b , ft) 6 .5 8 .0 <br />V seismic (lb) 2 ,643 2 ,643 <br />V wind (lb) 1,107 1,107 <br />V govems (lb) 2 ,643 2 ,643 <br />Vgovems (Pit) 407 330 <br />Vtactored {plf) 407 330 <br />Vtactore/1.0 (plf) 407 330 <br />M in . D (ft ) 6.50 8.00 <br />M0 (lb-ft) 23 ,785 23 ,785 <br />Wroof (plf) 207 207 <br />Wwall (plf) 153 153 <br />0 .6 *M R (lb-ft) 4 ,557 6 ,903 <br />Tie-down (6 ") YES YES <br />Tie-down (lb) 2,958 2,110 <br />Tie-down HDU2&SSTB16 HDU5&SSTB24 <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) ~Fabove (lb ~Fx (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 ,643 2,643 407 3 6 .5 1 550 <br />2 -2 ,643 2,643 330 2 8.0 1 345 <br />Diaphragm (horizontal): <br />Roof Level· <br />1 1 to 2 2 <br />f px(psf) 7 .04 7 .04 7 .04 <br />L (ft ) 4 1.25 <br />Depth (ft) 18.2 18 .2 <br />Area (tr ) 751 <br />fseismic(plf) 145 <br />Vwind{plf) 30 <br />Governs Seis. <br />V governed(plf) 145 <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