This structural steel detail shows a column splice connection utilizing complete joint penetration welds on the flanges and web. The splice is located four feet six inches to the top of beam below unless noted otherwise. The contractor is responsible for providing all erection and stability aids.
4'-6" TO TOS OF BM BELOW, UNO DC, CJP CJP WEB STL COL NOTES: 1. CONTRACTOR SHALL PROVIDE ALL ERECTION AND STABILITY AIDS. 12 TYPE B BRACED FRAME COLUMN SPLICE
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