Laserfiche WebLink
A <br />WEST - r .....: <br />COAST <br />t <br />STRUCTURAL`--_ <br />I( <br />ENGINEERING, INC. <br />Shearwall Summary <br />Grid Line <br />Location <br />Unit <br />Shear <br />vt <br />(pif) <br />Internal <br />External <br />I/E <br />() <br />Designation <br />A <br />84 <br />External <br />SW1 <br />B <br />66 <br />External <br />SW 1 <br />1 <br />66 <br />External <br />SW 1 <br />2 <br />95 <br />External <br />SW 1 <br />C <br />127 <br />External <br />SW 1 <br />D <br />127 <br />External <br />SW 1 <br />3 <br />88 <br />External <br />SW 1 <br />4 <br />178 <br />External <br />SW2 <br />9540 Semiahmoo Parkway (425) 347-8998 <br /># 137 wcse.net <br />Blaine, WA98230 <br />Holdown Summary <br />Grid Line <br />Location <br />Uplift <br />Force <br />( T) <br />Type <br />Anchor <br />Strap <br />Tie Btwn Floors <br />( A,S,T ) <br />Designation <br />4 <br />1.8 <br />Anchor <br />FLOOR TIES / NOLDOWNS <br />MARK <br />STRAP <br />NAILING <br />HOLDOWN <br />STUD <br />ANCHORAGE <br />HOLDOWN <br />ANCHOR BOLTS <br />STHD8 <br />STHD8 <br />STHD8RJ <br />( 24 ) 16d <br />sinker <br />N/A <br />1) Locate Holdown at each end of shearwall. <br />2) Cripple wall construct same as shearwall above <br />3) Extend foundation as required for holdown A.B. embedment <br />4) Threaded rod and coupler as required. <br />Project: W4861 Sheet No: 18 9/13/2023 <br />