The drawing shows a structural steel wide-flange column anchored via a base plate and anchor rods to a reinforced concrete wall and pilaster. A concrete fill over metal deck system meets the column on one side, and a wide-flange beam connects to the pilaster face. A concrete corbel is detailed to support masonry veneer where required.
Text on the drawing
2 12 " 1'-4" REF. ARCH. 2'-6" WF COLUMN, REF. ELEVATION BASE PL CONCRETE FILL OVER METAL DECK, REF. PLAN WF BEAM, REF. PLAN AND NOTE 1 CONCRETE WALL AND PILASTER, REF. PLAN CORBEL WHERE MASONRY VENEER OCCURS; REF. 11/S5.02 FOR ADDITIONAL INFORMATION MASONRY VENEER WHERE OCCURS, REF. ARCH. EXTERIOR FINISH GRADE, REF. CIVIL NOTES: 1. REF. 7/S6.01 FOR ADDITIONAL WF BEAM TO CONCRETE WALL INFORMATION. 2. PROVIDE INITIAL 6" MIN. THREADED BOLT PROJECTION; BOLT EXTENSION ABOVE NUT MAY BE CAREFULLY REMOVED FOLLOWING INSTALLATION IF REQUIRED BY ARCHITECT. 3. PROVIDE BLOCKOUT FOR COLUMN AND BRACE ERECTION AS NECESSARY; REF. 10/S5.01 FOR ADDITIONAL INFORMATION. (3) #4 TIE SETS @ 3" o.c. ALIGN CORBEL W/ VENEER REF. ARCH. PL 1 2 x3x0'-3" TYP. ASI-1 (6) 1 1 2 "Ø F1554 GR. 105 ANCHOR RODS, REF. 6/S5.03 FOR SPACING ASI-3
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