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Transverse Direction: <br />Shear Walls (Vertic al): <br />Roof Level <br />A A to B B <br />fx (psf) 6.66 6 .66 6 .66 <br />Spacing (ft) 50 <br />Depth (ft) 20 20 <br />Net D (b , ft) 7 .25 14.50 <br />Vseismic (lb ) 3,329 3,329 <br />Vwind (lb ) 1,299 1,299 <br />Vgoverns (lb ) 3,329 3,329 <br />Vgoverns(Pit) 45 9 230 <br />Vtactored( plf) 459 230 <br />Vtactore/1.0 (plf) 459 230 <br />Min. D (ft) 7.25 4.50 <br />M0 (lb-ft) 29 ,961 9,298 <br />Wroof (plf) 334 334 <br />Wwall (plf) 153 153 <br />0.6 *MR (lb-ft) 7,680 2 ,959 <br />T ie-down (6") YES YES <br />T ie-down (lb) 3,073 1,409 <br />T ie-down HDU5&SSTB24 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) l:Fabove (lb) l:F x (lb Ftotal v-E/1.4b Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -3,329 3,329 459 3 7.3 1 550 <br />B -3,329 3,329 230 1 14 .5 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B <br />fpx(psf) 6.66 6 .66 6 .66 <br />L (ft) 50 <br />Depth (ft ) 20 20 <br />Area (fe) 1000 <br />fseismic(plf) 166 <br />Vwind (plf) 32 <br />Governs Seis. <br />Vgoverned (plf) 166 <br />Roo f Panel 1/2" cox <br />Shear 270 <br />Edge Na il Bd@ 6",6",1 2" <br />l