The section illustrates a reinforced concrete wall and pilaster with a corbel supporting exterior masonry veneer. A wide-flange steel column bears on a base plate anchored to the concrete foundation via threaded anchor bolts. Adjacent to the column, a concrete fill over metal deck and a wide-flange steel beam frame into the structural system.
Text on the drawing
2 12 " 1'-4" REF. ARCH. "L" WF COLUMN, REF. PLAN AND COLUMN SCHEDULE/ S4.01 BASE PL, REF. BASE PL SCHEDULE 1/S6.01 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 ERECTION AS NECESSARY; REF. 10/S5.01 FOR ADDITIONAL INFORMATION. (3) #4 TIE SETS @ 3" o.c. BLOCKOUT, REF. NOTE 3 ALIGN CORBEL W/ VENEER REF. ARCH.
Members view this detail in full resolution, download the CAD files (SVG, PDF), and open any detail in the built-in CAD editor to edit and export DXF or DWG.
Sign in to subscribe