Laserfiche WebLink
Transverse Direction: <br />Shear Walls (Vertical): <br />Roof level <br />A A to B B B to C c <br />fx(psf) 4 .65 4 .65 4 .65 4 .65 4.65 <br />Spacing (ft) 15 20.6 <br />Depth (ft) 26 21.75 21 .75 <br />Net D (b , ft) 8.00 8 .00 8.00 <br />Vseismic (lb) 906 1,799 1,041 <br />Vwind (lb) 1,848 1,848 1,848 <br />Vgovems (lb) 1,848 1,848 1,848 <br />Vgovems(PIT) 231 231 231 <br />V factored ( P If) 231 231 231 <br />Vtactored *1 . 0 (plf) 231 231 231 <br />Min . D (ft) 4.00 8 .00 8.00 <br />M0 (lb-ft) 7,392 14 ,783 14 ,783 <br />Wroof (plf) 127 127 127 <br />Wwall (plf) 136 136 136 <br />0 .6*MR (lb-ft) 1 ,264 5 ,055 5 ,055 <br />Tie-down (6") YES YES YES <br />Tie-down (lb) 1,532 1,216 1,216 <br />Tie-down HDU2&5/8"ATB HDU2&5/8"ATB HDU2&5/8"ATB <br />Comp . Post 2-2x4 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 -1,848 1,848 231 1 8 .0 1 280 <br />B -1,848 1,848 231 1 8 .0 1 280 <br />c -1,848 1,848 231 1 8 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />A A to B B B to C c <br />fpx(psf) 4 .65 4 .65 4 .65 4 .65 4 .65 <br />L (ft) 15 20.6 <br />Depth (ft) 26 21 ,75 21 .75 <br />Area (tr) 326 448 <br />fseism ic(plf) 35 48 <br />Vwind(plf) 42 42 <br />Governs wind Seis. <br />Vgovemed(plf) 42 48 <br />Roof Panel 1/2" cox 1/2" cox <br />Shear 270 270 <br />Edge Nail 8d@ 6",6",12" 8d@ 6",6",12" <br />7 <br />746 S Deming St, Unit# 2 <br />& 31/23/2025