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Longitudinal Direction: <br />Shear Walls (Vertical): <br />H" h R f L lgl 00 eve: <br />1 1 to 2 2 <br />fx(psf) 6 .92 6 .92 6 .92 <br />Spacing (ft) 40 <br />Depth (ft) 19.67 19.67 <br />Net D (b , ft) 8.0 5.7 <br />Vseis mic (lb) 2 ,724 2 ,724 <br />V wind (lb) 1,172 1,172 <br />V governs (lb) 2 ,724 2 ,724 <br />Height (ft) 9 <br />Perf. WSP 0.852 =1.25-0.125*(9/2.83) <br />Vgovems(Pif) 340 480 <br />V factore d (PI f) 340 563 <br />Vtactore/1 .0 (plf) 340 563 <br />Min . D (ft) 8.00 2.83 <br />M0 (lb-ft) 24 ,512 14,329 <br />Wroof (plf) 401 401 <br />Wwall (plf) 153 153 <br />0 .6*MR (lb-ft) 10,628 1,330 <br />Tie-down (6") YES YES <br />Tie-down (lb) 1,735 4,593 <br />Tie-down HDU2&SSTB16 HDU5&SSTB24 <br />Comp . Post 2-2x4 2-2x4 <br />D + E/1.4 <br />E = p Eh <br />p= 1.30 <br />Longitudinal Shear Walls <br />Wall (grid line) I:Fabove (lb I:Fx (lb Ftotal v=E/1.4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(I b) {plf) (ft) or 2 sides (plf) <br />1 -2 ,724 2,724 340 2 8 .0 1 345 <br />2 -2 ,724 2,724 563 4 5 .7 1 730 <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 <br />fp x(psf) 6 .92 6 .92 6 .92 <br />L (ft) 40 <br />Depth.(ft) 19.67 19.67 <br />Area (ft2 ) 787 <br />f seismic( plf) 138 <br />Vwind(plf) 30 <br />Governs Seis. <br />Vgoverned(plf) 138 <br />Roof Panel 1/2" cox <br />Shear 270 <br />Edge Nail 8d@ 6",6",12" <br />2325 W Mark St - <br />1011185516/17/2024