ERECTION AND SAFETY MANUAL - Rigid Global Buildings
ERECTION AND SAFETY MANUAL - Rigid Global Buildings
ERECTION AND SAFETY MANUAL - Rigid Global Buildings
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<strong>ERECTION</strong> <strong>AND</strong> <strong>SAFETY</strong> <strong>MANUAL</strong><br />
4.7 ERECTING THE COLUMN <strong>AND</strong> BEAM ENDWALLS<br />
Column and beam endwalls of 50 feet or less in span may be raised into position and set on the anchor bolts<br />
as a unit. All rafters, columns, girts (except outside endwall girts which connect to the sidewall girts),door headers,<br />
door jambs, clips, diagonal brace rods, etc. should be assembled on the ground with the bolts left fi nger<br />
tight. A spreader bar should be used to raise the endwall frame. Because of the fl exibility of the column and<br />
beam frames, care must be taken in locating the points of attachment of the cables, and in raising the frame,<br />
to avoid bending about the minor axis.<br />
For spans of 60 feet and greater, the columns are usually erected fi rst and then capped with the endwall rafter.<br />
The girts, headers, jambs and diagonal brace rods are then added between the end columns. During this<br />
erection process. the frame must be properly braced or guyed before the lifting lines are disengaged. Final<br />
bolt tightening should be done once the frame is plumb and square.<br />
SPREADER BAR<br />
NOTE:<br />
Stay clear of all moving loads Make certain all framing is properly braced or guyed before lifting<br />
lines are removed. Follow all OSHA regulations! Safety fi rst!<br />
Technical information contained herein is subject to change without notice. Page 7.1-37<br />
Revision: 2<br />
April 2011