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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) 7.17 7.17 7 .17 <br />Spacing (ft) 19.5 <br />Depth (ft) 24.5 (Existing) <br />Net D (b, ft) 8.0 <br />Vseismic (lb) 1,713 <br />Vwind (lb) 1,259 <br />Vgovems (lb) 1,713 <br />Vgovems(plt) 214 <br />Vtactored(plf) 214 <br />Vtactore/1 .0 (plf) 214 <br />Min . D (ft) 8.0 <br />M0 (lb-ft) 13 ,706 <br />Wroot (plf) 205 <br />Wwau(Pif) 136 <br />0.6*MR (lb-ft) 6 ,538 <br />Tie-down (6") YES <br />Tie-down (lbl 896 <br />Tie-down HDU2&SSTB16 <br />Comp . Post 2-2x4 <br />D + E/1.4 <br />E = p Eh <br />p = 1.30 <br />Longitudinal Shear Walls <br />Wall (grid line) l:Fabove (lb l:Fx (lb Ftotal v=EI1 .4b Shear# Wall Length Sheathing 1 Allowable Shear <br />{I b) (plf) (ft) or 2 sides (plf) <br />1 -1,713 1,713 214 1 8.0 1 280 <br />2 (Existing) <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fp x(psf) 7.17 7.17 7.17 <br />L (ft) 19.5 <br />Depth (ft) 24.5 (Existing) <br />Area (tr) 478 <br />fseismic(plf) 70 <br />Vwind(plf) 26 <br />Governs Seis. <br />Vgovemed(plf) 70 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail Sd@ 6",6",12" <br />2217 W Monica Ln, <br />#23/19/2025