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Longitudinal Direction: <br />Shear Walls (Vertical): <br />High Roof Level: <br />1 1 to 2 2 <br />fx(psf) 4 .65 4 .65 4 .65 <br />Spacing (ft) 21.75 <br />Depth (ft) 20.6 20.6 <br />Net D (b, ft) 8.0 (Existing) <br />V seismic (lb) 1,041 <br />Vwind (lb) 1,487 <br />Vgovems (lb) 1,487 <br />Vgovems(Pit) 186 <br />V factored ( P If) 186 <br />Vtactored*1 .0 (plf) 186 <br />Min . D (ft) 4.00 <br />M0 (lb-ft) 5 ,950 <br />Wroof (plf) 185 <br />Wwau(Pif) 136 <br />0 .6*MR (lb-ft) 1,539 <br />Tie-down (6") YES <br />Tie-down (lb) 1,103 <br />Tie-down HDU2&5/8"ATB <br />Camp. Post 2-2x4 <br />D + E/1.4 <br />E = P Eh <br />p= 1.30 <br />Longitudinal Shear Walls <br />Wall (grid line) :EFabove (lb :EFx (lb Ftotal v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(I b) (plf) (ft) or 2 sides (plf) <br />1 -1,487 1,487 186 1 8 .0 1 280 <br />2 (Existing) <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fpx(psf) 4 .65 4 .65 4 .65 <br />L (ft) 21 .75 <br />Depth (ft) 20.6 20.6 <br />Area (ff) 448 <br />fseismic(plf) 51 <br />Vwind(plf) 36 <br />Governs Seis. <br />V governed( plf) 51 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail Bd@ 6",6",12" <br />746 S Deming St, Unit# 2 <br />& 31/23/2025