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Longitudin a l Direction: <br />Shear Walls (Verti cal): <br />H" h R f L 1g1 00 eve: <br />1 1 to 2 2 <br />fx(psf) 6.66 6 .66 6 .66 <br />Spacing (ft) 20 <br />Depth (ft) 50 50 <br />Net D (b , ft) 16.75 15.00 <br />Vseismic (lb) 3,329 3,329 <br />Vwind (lb) 2 ,645 2 ,645 <br />Vgoverns (lb) 3,329 3,329 <br />Vg ove rns(Pit) 199 222 <br />Vractored (plf) 199 222 <br />Vractore/1 .0 (pl f) 199 222 <br />Min. D (ft) 4.50 5.25 <br />M0 (lb -ft) 8,049 10 ,486 <br />Wroof (plf) 200 200 <br />Wwall (plf) 153 153 <br />0 .6*MR (lb-ft) 2 ,147 2 ,922 <br />Tie-down (6") YES YES <br />Tie-down (lb) 1,312 1,441 <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 />Longit udinal Shear Walls <br />Wall (grid line) t Fabove (lb) t Fx (lb Ftotal v=E/1 .4b Shear# Wall Length Sheath ing 1 Allowable Shear <br />(I b) (plf) (ft) or 2 sides (plf) <br />1 -3,329 3,329 199 1 16 .8 1 280 <br />2 -3,329 3,329 222 1 15 .0 1 280 <br />Diaphragm (hori zontal): <br />Roof Level · <br />1 1 to 2 2 <br />fpx(psf) 6 .66 6 .66 6.66 <br />L (ft) 20 <br />Depth (ft) 50 50 <br />Area (ft 2 ) 1,000 <br />fse ismic(plf) 67 <br />Vwind(plf) 26 <br />Governs Seis. <br />V governed(p lf) 67 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12"