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S500-G-CONCRETE-COLUMN-SCHED.-&-DETAILS-Rev.2
C.L. COLUMN REF. PLAN PROVIED STANDARD 90° HOOK ON DOWELS OR 3" CLR. FROM EDGE OF FTG. WHERE HOOK LENGTH IS LIMITED BY FTG. SIZE. CONCRETE COLUMN SIZE PER PLAN & SCHEDULE REF. FTG. SCHEDULE CONSTRUCTION JOINT REINF. PER CONCRETE COLUMN SCHEDULE REF. FDN. PLAN & FTG. SCHEDULE FOR T/FTG & B/FTG ELEV'S. PLACEMENT TIES (REF. NOTE 2) REF. NOTE 1 TENSION LAP SPLICE LENGTH HOOKED BARS, SIZE & NO. TO MATCH COLUMN VERTS. REF. COLUMN SCHEDULE 1/2 OF TYP. TIE SPACING (MAXIMUM) 1 1/2" TIES TYP. TYP. TIE SPACING PER PLAN & SCHED. (3) @ 3" OC SCHEDULED TIES PER SCHED. PER SCHED. EQ EQ EQ EQ CONCRETE COLUMN SCHEDULE COLUMN MARK COLUMN SIZE VERT. REINFORCING C1 20" X 20" (8) - #7 TIES #3 @ 8" (3 PCS) DETAIL C1 C2 24" X 24" (8) - #8 #3 @ 16" (3 PCS) C1 C.L. COLUMN C.L. COLUMN TIES TO MATCH SIZE & (13) #6 VERT. ADDN. SPACING OF SCHED. COL. TIES. 1'-0" 4 1/4" 3'-0" 3'-0" 6'-0" C.L. COLUMN C.L. COLUMN TIES TO MATCH SIZE & (19) #6 VERT. ADDN. SPACING OF SCHED. COL. TIES. C1 COLUMN REF. SCHED FOR REINF. 1'-0" 4 1/4" 1'-0" 4 1/4" 1'-4 1/4" 2'-11 3/4" 4'-4" 1'-4 1/4" 2'-11 3/4" 4'-4" G1 C.L. COLUMN C.L. COLUMN (12) #6 VERT. ADDN. TIES TO MATCH SIZE & SPACING OF SCHED. COL. TIES. 1'-4 1/4" 2" 5'-0" 1'-0" 6'-0" 1'-0" C2 COLUMN REF SCHED. FOR REINF. GA.7 8.6 C.L. COLUMN C.L. COLUMN (2) #6 VERT. ADDN. #4 HORIZ. REINF TO MATCH SPACING OF SCHED. COL. TIES. 1'-4" 6" 8" C1 COLUMN REF. SCHED. FOR REINF. SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT MERCHANTS CORPORATE CENTER CARMEL, IN CLIENT # DESCRIPTION DATE NOVEMBER 10, 2017 17104 ISSUED FOR CONSTRUCTION 2017-11-10 S500-G CONCRETE COLUMN SCHED. & DETAILS S500-G SCALE: NONE 1 TYPICAL CONCRETE COLUMN DETAIL 1. PROVIDE FOOTING DOWELS THE SAME SIZE AND SPACING AS VERT. COLUMN REINF. 2. PROVIDE ADD'N PLACEMENT TIES SPACED 12"OC WHEN FTG. THICKNESS EXCEEDS 3'-0" 3. INCREASE CONCRETE COVER WHERE COLUMNS ARE EXPOSED TO THE WEATHER, REF. CONC. COVER TABLE ON S003 CIP CONCRETE COLUMN NOTES S500-G SCALE: NONE 2 DETAIL C1 S500-G SCALE: 3/4" = 1'-0" 3 ENLARGED COLUMN FORMING PLAN S500-G SCALE: 3/4" = 1'-0" 4 ENLARGED COLUMN FORMING PLAN - CORNER S500-G SCALE: 3/4" = 1'-0" 5 ENLARGED COLUMN FORMING PLAN S500-G SCALE: 3/4" = 1'-0" 6 ENLARGED COLUMN FORMING PLAN 05/01/18 Nick Mishler