Framing connections at a circular pipe column supporting inframing steel beams and cold-formed metal stud framing. The connection incorporates a beam stub attached to the column with three-eighths inch thick plates on each side of the beam web, fastened using fourteen three-quarter inch diameter A325N bolts. An HSS five by four by three-sixteenths section provides blocking below the metal deck, alongside a rolled four by four by five-sixteenths angle shop-welded around the pipe column. A W12 outrigger supports exterior cold-formed metal studs with vertical slide clips.
ROLLED L4x4x5/16 AROUND COL BEAM - SEE PLAN BEAM STUB SEE PLAN 2" GAP HSS5x4x3/16 BLOCKING BELOW DECK PIPE COLUMN SEE PLAN 3/16 TYP L5x5x5/16 CONT BEAM STUB SEE PLAN 11 S5.4 TYP 2' - 6" CL SPLICE 7" 1 1/2" 6 SPA @ 3" OC 1 1/2" PL 3/8" THICK EA SIDE OF BM WEB W/ (14) 3/4" DIA A325N BOLTS 3/8 STUB TO COL TYP HSS BLOCKING SEE 2" 21/S5.1 W12 OUTRIGGER SEE PLAN VERT SLIDE CLIP @ EA MTL STUD BY CFMF CONTRACTOR MTL STUD BY CFMF CONTRACTOR PIPE INFRAMING BM BEYOND 2" TOS EL SEE PLAN SEE 13/S5.4 ROLLED L4 x 4 x 5/16 TYP AROUND PIPE COL SHOP WELDED STUB MATCHING SIZE OF INFRAMING BM 3/4" = 1'-0" 6 3/4" = 1'-0" 10 1/2" = 1'-0" 14
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