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Transverse Direction: <br />Shear Walls (Vertical): <br />Roof Level: <br />A A to B B <br />fx(psf) 6 .82 6 .82 6 .82 <br />Spac ing (ft) 30.00 <br />Depth (ft) 20.00 20 <br />Net D (b , ft) (Existing) (Existing) <br />V seismic (l b ) 2 ,047 2 ,047 <br />V wind (l b) 547 54 7 <br />V governs (l b) 2 ,047 2 ,047 <br />2nd Fir. Level <br />A A to B B <br />fx(psf) 7 .01 7 .01 7 .01 <br />Spacing (ft) 30 .00 <br />Depth (ft) 20.00 20 <br />Net D (b , ft) 9 .50 10.50 <br />V seismic (l b) 2 ,102 2 ,102 <br />V seismic total (I b ) 4 ,150 4 ,150 <br />V wind (lb) 946 946 <br />Vwind total (l b ) 1,493 1,493 <br />Vgoverns (lb) 2 ,102 2 ,102 <br />V governs total (I b) 4 ,150 4 ,150 <br />Vgoverns(plf) 221 200 <br />Vgoverns total( piT) 437 395 <br />Vtactored(piT) 221 200 <br />Vtactored total(plf) 437 395 <br />Vtactored*1 .0 (plf) 437 395 <br />M in . D (ft) 9.50 5.00 <br />M 0 (lb-ft) 37 ,346 17 ,784 <br />Wroof&flr (pl f) 240 240 <br />Wwalls (plf) 153 153 <br />0 .6 *M R (l b-ft) 10 ,642 2 ,948 <br />Tie-down (6 ") YES YES <br />T ie-down (lb ) 2,811 2,967 <br />T ie-down HDU2&PAB5 HDU2&PAB5 <br />Comp . Post 2-2x4 2-2x4 <br />0.60 +0.7 E <br />E = P Eh <br />p = 1.30 <br />Transverse Shear Walls (Roof) <br />Wall (grid line) I:Fabove (lb) I:Fx (lb Ftotol v=E/1.4b Shear# Wall Length Sheathing 1 Allowable Shear <br />lib) (plf) (ft) or 2 sides (plf) <br />A -2 ,047 . 2,047 (Existing) <br />B -2 ,047 2,047 (Existing) <br />Transverse Shear Walls at Floor Level (First Floor to Second Floor) <br />Wall (grid line) I:Fabove (lb) I:Fx (lb Ftotol v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable Shear <br />lib) (plf) (ft) or 2 sides (plf) <br />A 2 ,047 2 ,102 4 ,150 437 3 9 .5 1 550 <br />B 2 ,047 2 ,102 4 ,150 395 3 10 .5 1 550 <br />2234 S Center St #100 - <br />1011186658/13/2024