Laserfiche WebLink
A <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL it_ Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Shearwall Summary Holdown Summary <br /> Type <br /> Grid Line Unit Internal Grid Line Uplift Anchor <br /> Location Shear External Designation Location Force Strap Designation <br /> vt (I/E) (T) Tie Btwn Floors <br /> (Of) (A,S,T) <br /> A 88 SW1 <br /> B 94 SW1 <br /> 1 77 SW1 <br /> 2 52 SW1 <br /> C 80 SW1 <br /> D 225 SW2 <br /> E 217 SW2 E 2.6 Anchor STHD8 <br /> 3 133 SW1 <br /> 4 104 SW1 <br /> FLOOR TIES / HOLDOWNS <br /> MARK STRAP NAILING HOLDOWN STUD HOLDOWN <br /> ANCHORAGE ANCHOR BOLTS <br /> STHD8 (24 ) 16d <br /> STHD8 N/A <br /> STHD8RJ sinker <br /> 1) Locate Holdown at each end of shearwall. 3) Extend foundation as required for holdown A.B. embedment <br /> 2) Cripple wall construct same as shearwall above. 4)Threaded rod and coupler as required. <br /> Project: W4371 Sheet No: 35 9/5/2017 <br />