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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level <br />A A to 8 8 <br />fx(psf) 6.49 6.49 6.49 <br />Spacing (ft) 20.25 <br />Depth (ft) 23.33 23.33 <br />Net D (b, ft) 8.00 8.00 <br />Vseismic (l b} 1,532 1,532 <br />Vwind (lb} 1,500 1,500 <br />V governs (lb} 1,532 1,532 <br />Vgoverns(plt) 192 192 <br />Vtactored(plf) 192 192 <br />Vtactore/1.0 (plf} 192 192 <br />Min . D (ft) 4.00 8.00 <br />M0 (lb-ft) 6 ,1 29 12 ,257 <br />Wroof (plf} 172 172 <br />Wwall (plf} 136 136 <br />0.6*M R (l b-ft) 1,478 5,910 <br />Tie-down (6") YES YES <br />Tie-down (lb) 1,329 846 <br />Tie-down HDU2&SSTB16 HDU2&5/8"ATB <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) :EFabove (lb) :EFx (lb Ftotal v-E/1.4b Shear# Wall Length Sheathing 1 Allowable <br />(I b) (plf) (ft) or 2 sides Shear (plf) <br />A -1,532 1,532 192 1 8.0 1 280 <br />8 -1,532 1,532 192 1 8.0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to 8 8 <br />fp x(psf) 6.49 6.49 6.49 <br />L (ft) 20.25 <br />Depth (ft) 23.33 23.33 <br />Area (W) 472 <br />fseismic(plf} 66 <br />Vwind(plf} 32 <br />Governs Seis. <br />V governed( plf} 66 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />510 S Arapaho Dr #2 <br />1011182015/9/2024