HomeMy WebLinkAboutSP-701-CONCRETE-COLUMN-DETAILS-Rev.1NOTES:
1. PROVIDE 2" CONCRETE COVER TO TIES
2. ALTERNATE POSITION OF HOOKS IN PLACING SUCCESSIVE SETS OF TIES
3. WHERE COLUMN IS LOCATED WITHIN WALL, CONTINUE HORIZONTAL WALL REINFORCING THROUGH COLUMN
C3 - 12 BAR - 22" X 22" COLUMNC2- 8 BAR - 22" X 22" COLUMN
*
*
8#9 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT
(TYP.)
NOTE 2 (TYP.)
12#9 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT
(TYP.)
NOTE 2 (TYP.)
#7 DOWELS #9 DOWELS
C4 - 8 BAR - 22" X 24" COLUMN
8#9 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT (TYP.)
NOTE 2 (TYP.)
#7 DOWELS #7 DOWELS @ 12"
O.C. (VERTICALY)2'-0"1'-0"1'-0"C1 - 8 BAR - 22" X 24" COLUMN
8#9 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT
(TYP.)
NOTE 2 (TYP.)
#7 DOWELS
ADD #9 VERT. (TYP.)
1' - 10"2'-0"1' - 11"
11"1' - 0"1' - 1"1'-0"*
N
*
1 24A
1'-10"C2 - 8 BAR - 22" X 22" COLUMN IN WALL
8#9 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT
(TYP.)
NOTE 2 (TYP.)#7 DOWELS
CONTINUE WALL REINF. (TYP.)
CONTINUE WALL REINF. (TYP.)
CONTINUE WALL
REINF. (TYP.)
C5 - 8 BAR - 16" X 16" COLUMN
8#7 VERTICAL
REINFORCING
BARS
#4 TIES AT 16" O.C.
FULL HEIGHT
(TYP.)
NOTE 2 (TYP.)
#7 DOWELS
ADD #9 VERT. (TYP.)
PODIUM LEVEL
EXTERIOR FACE OF
EXTERIOR COLUMN
NOTE 8
NOTE 7
NOTE 6
NOTE 2
NOTE 4
COLUMN REINFORCEMENT NOTES:
1.DOWELS INTO FOOTING. SEE TYPICAL SPREAD FOOTNG DETAIL.
2. VERTICAL COLUMN BARS TO BE CONTINUOUS WITHOUT SPLICES
3. MAXIMUM TIE SPACING IS 16". REFER TO COLUMN BAR ARRANGEMENT DETAILS FOR NUMBER OF
TIES PER SET.
4. DOWELS PER DETAIL 1 /SP-602. PROVIDE TEMPLATES TO HOLD DOWELS IN PROPER POSITION
DURING CONCRETE PLACEMENT.
5. PROVIDE (4) SETS OF TIES 3 AT 3" TOP PLUS 1 AT BOTTOM OF DOWELS.
6. UNLESS OTHERWISE DETAILED, PROVIDE TIES AT NORMAL SPACING THROUGH BEAMS OR FLOOR
SYSTEM. WITH A MINIMUM OF TWO (2) SETS OF TIES WITHIN BEAM OR SLAB DEPTH.
7. TOP OF COLUMN BARS TO BE 1" BELOW LOWEST LAYER OF BEAM OR SLAB STEEL. TERMINATE ALL
COLUMN BARS WITH STANDARD 90 DEGREE HOOK, UNLESS OTHERWISE DETAILED.
8. HOOK OUTSIDE FACE BARS IN EXTERIOR COLUMN FACES 36 BAR DIAMETERS INTO BEAM (2 FACES
AT CORNER COLUMNS, 1 FACE AT PERIMETER COLUMNS).
9. LOCATE FIRST TIE 2" +/- FROM CONSTRUCTION JOINT. (TYP.)
10. EXTEND AND HOOK DOWELS 6" CLEAR OF BOTTOM OF FOOTING.
TOP OF FOUNDATIONNOTE9NOTE3NOTE9
NOTE 1
NOTE 5
NOTE10TOP OF SLAB ON GRADE
MIN.2'-0"4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
02/22/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt3/14/201811:41:44AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/2018 - GARAGE PERMIT
074904
CONCRETE
COLUMN DETAILS
SP-701
SCALE : 3/4" = 1'-0"1 TYPICAL CONCRETE COLUMN BAR ARRANGEMENTS
SCALE : 3/4" = 1'-0"2 TYPICAL CONCRETE COLUMN DETAIL
0 Issued For Garage Permit 02/22/18