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Shear wall Summary <br /> Sheeting Reqm'ts Shear Transfer Overturning Values <br /> Wind Seis Max Wind Seismic Wind Seismic <br /> 1 -2nd 32 48 1 1 45 48 <br /> 2-2nd <br /> 3 -2nd 43 64 1 1 60 64 <br /> 4-2nd <br /> A-2nd 168 275 2 3 235 161 1677 <br /> B-2nd 75 72 1 1 105 72 <br /> C-2nd 138 132 1 2 193 132 <br /> D-2nd 47 55 I 1 66 45 <br /> 1 - 1st 138 150 1 2 193 150 <br /> 2- 1st 84 67 1 1 118 67 <br /> 3 - 1st 49 60 1 1 68 60 <br /> 4- 1st <br /> A- 1st 370 436 3 7 518 260 6144 2693 <br /> B- 1st 359 442 _ 3 7 503 252 4597 1689 <br /> C- 1st 215 261 2 4 300 156 3381 1160 <br /> D- 1st 187 221 1 4 262 133 2256 <br /> SW-1 SW-2 SW-3 RSW <br /> Sheathing 260 350 679 679 (p1f) <br /> Shear Flow 150 300 525 525 (plf) <br /> Shear Transfer Connectors - CD = 1.6, Hem-Fir <br /> Connector Z(Ibs) <br /> 16d Nails (Common: 3.5"x0.162") 195.2 lbs 2015 NDS TI IN[105] <br /> 15.6 7.8 4.5 4.5 0.0 0.0 <br /> 16d Slant Nails (v<150plf) 160 lbs 2015 NDS TI IN[105] <br /> 12.8 6.4 3.7 3.7 0.0 0.0 <br /> Simpson A35 Clip 510 lbs Current Simpson Guide <br /> 40.8 20.4 11.7 11.7 0.0 0.0 <br /> Simpson H1 Truss Connector 415 lbs Current Simpson Guide <br /> 33.2 16.6 9.5 9.5 0.0 0.0 <br /> Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide <br /> 40.0 20.0 11.4 11.4 0.0 0.0 <br /> 1/2" Diameter Anchor Bolts (2x) 912 lbs 2015 NDS TILE[93] <br /> 73.0 36.5 20.8 20.8 0.0 0.0 <br /> 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2015 NDS TIlE[93] <br /> 106.2 53.1 30.4 30.4 0.0 0.0 <br /> 5/8" Diameter Anchor Bolts (3x) 1664 lbs 2015NDS TILE[93] <br /> 133.1 66.6 38.0 38.0 0.0 0.0 <br /> r'egeG.1 <br />