1
13
90 DEGREE STD. HOOK, TYP.
1' - 0"
12"
STRUCTURAL SLAB, SEE
PLANS FOR REINF.
BEAM OR SLAB DEPTH
HOOK ALL VERT.
BARS INTO SLAB
LAP
STRUCTURAL SLAB,
SEE FRAMING PLANS
24 BAR DIAMETER
TOP OF SLAB
.
.
3 SPA. @ 3"
3
4 BARS
LOWER REINFORCEMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON TO
ALTER THESE DOCUMENTS IN ANY WAY UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER OR LICENSED
ARCHITECT.
8 BARS
12 BARS
16 BARS
TYPICAL CONCRETE COLUMN SECTIONS
* CONSECUTIVE CROSSTIES ENGAGING THE SAME LONGITUDINAL
BAR HAVE THEIR 90-DEG HOOK ON OPPOSITE SIDES OF COLUMN
3
SEE PLAN
VERTICAL COLUMN REINF.
SEE SCHEDULE
1101 King Street | Suite 400 | Alexandria, Virginia 22314−2944 | 703.518.8500
*
ALTERNATE LAP
LOCATION 180°
SEE NOTE 8
3" = 1'
0
*
TYPICAL CONCRETE COLUMN SECTIONS
3/4" = 1'-0"
TIES SETS,
SEE COLUMN NOTES
MAINTAIN ALIGNMENT
OF BARS AT SPLICE
SHEAR WALL REINFORCING,
SEE SHEAR WALL ELEVATIONS
STRUCTURAL SLAB OR BEAM,
SEE FRAMING PLANS
BEAM OR SLAB DEPTH
3
3"
POINT OF VERTICAL BEND
SQUARE COLUMNS
RECTANGULAR COLUMNS
SHEAR WALL, SEE
ELEVATION FOR REINF.
DOWELS, SEE COLUMN SCHEDULE
BAR ABOVE
LAP SPLICE TYP.
BENT BARS WITH
MAX. SLOPE 1:6, TYP.
#5 "U" BARS @ 12" O.C.
NOTE: MECHANICAL SPLICES SHALL BE USED WHERE COLUMN MARKED *
STRUCTURAL SLAB, SEE
PLANS FOR REINF.
TOP OF SLAB
4
TYPICAL COLUMN REINF. SPLICE DETAIL
SEE PLAN
CLASS 'B' LAP SPLICE
1 1/2" = 1'
0
1
SEE PLAN
3/4" = 1'-0"
SEE NOTE 8
.
.
3 SPA. @ 3"
1
COLUMN, SEE SCHEDULE
FOR SIZE AND REINF.
HOOK HORIZ. BARS
INTO COLUMN
TIE SPACING
6
SEE PLAN
SEE PLAN
TYPICAL SHEAR WALL CORNER DETAIL
3/4" = 1'-0"
SEE PLAN
1" = 1'
0
6
8-#9 VERT. AT EACH
WALL INTERESECTION
LAP SPLICE
SHEAR WALL REINFORCING,
SEE SHEAR WALL ELEVATIONS
3
SHEAR WALL, SEE
ELEVATION FOR REINF.
TIES SETS,
SEE COLUMN NOTES
#5 "U" BARS @ 12" O.C.
PREMOLDED JOINT
FILLER, TYP.
DOWELS TO MATCH VERT.
COLUMN REINF. WITH
STD. 90 DEGREE HOOKS
5
TOP OF SLAB
8-#9 VERT. AT
EACH WALL END
3/4" = 1'-0"
1' - 2"
SLAB ON GRADE,
SEE FOUNDATION PLANS
PREMOLDED JOINT
FILLER ALL AROUND
COLUMN
LAP SPLICE
DOWELS TO MATCH VERT.
WALL REINFORCEMENT
TOP OF FTG.
SEE PLAN
LAP SPLICE
DOWELS TO MATCH
VERT. WALL REINF.
STRUCTURAL SLAB, SEE
PLANS FOR REINF.
8
01-FIRST FLOOR
EL. 0"
SHEAR WALL #19 END DETAIL
3/4" = 1'-0"
3"
1' - 0"
TOP OF FTG.
TOP REINFORCING,
SEE FOOTING SCHEDULE
4-#5 CONT., EXTEND EMBEDMENT
DEPTH INTO COLUMN FOOTINGS
OR USE DOWELS PER 3/S-302
3"
3"
1/2" = 1'
0
1
SEE FOOTING SCHEDULE
3"
LAP SPLICE
SHEAR WALL REINFORCING,
SEE SHEAR WALL ELEVATIONS
SEE SCHEDULE
CLASS 'B' LAP SPLICE AT COLUMNS ADJ. TO SHEAR WALLS
3
6
30 BAR DIAMETERS, UNO.
3/4" = 1'
0
1
01-FIRST FLOOR
EL. 0"
SHEAR WALL, SEE
ELEVATION FOR REINF.
TYPICAL SHEAR WALL / COLUMN DETAIL
6
1' - 7"
10"
7
1' - 7"
SHEAR WALL AT FIRST FLOOR
6
3/4" = 1'-0"
3' - 0"
6.5
7
8' - 2"
11' - 8"
3' - 0"
#4 @ 12"
3"
FOOTING REINFORCING,
SEE FOOTING SCHEDULE
TYPICAL CONCRETE COLUMN AND FOOTING DETAIL
3/4" = 1'-0"
TYPICAL SECTION THRU SHEAR WALL
3/4" = 1'-0"
#10 @ 6 TOP
#3 @ 12" FOR
#3 @ 12" FOR
#3 @ 16" FOR
#3 @ 16" FOR
#4 @ 18" FOR
#4 @ 18" FOR
#6 VERTICAL BARS
#7 VERTICAL BARS
#8 VERTICAL BARS
#9 VERTICAL BARS
#10 VERTICAL BARS
#11 VERTICAL BARS
2#4X4'-0"
CENTERED IN
SLAB
3
TIE SET SPACING SHALL EQUAL THE SMALLER OF THE LEAST COLUMN DIMENSION
OR THE SPACING SHOWN ABOVE
#9 @ 12 BOT
8. COLUMN TIES SETS SHALL BE AS FOLLOWS:
0"
5. PROVIDE CLASS 'B' LAP SPLICES FOR SHEAR WALLS AND COLUMNS MONOLITHIC
WITH SHEAR WALLS INCLUDING LAP SPLICE AT TOP OF FOOTING.
#9 @ 12 BOT
#9 @ 12 BOT
7. COLUMN TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN 3 INCHES BELOW
HORIZONTAL REINFORCEMENT IN BEAM OR SLAB. WHERE BEAMS FRAME FROM
FOUR DIRECTIONS INTO A COLUMN, TIES MAY BE TERMINATED NOT MORE THAN
3 INCHES BELOW LOWEST REINFORCEMENT OF SHALLOWEST BEAM.
2'
4. VERTICAL COLUMN BARS SHALL BE EQUALLY SPACED ON EACH FACE, EXCEPT WHERE
REQUIRED TO BE ADJUSTED SO AS NOT TO INTERFERE WITH INTERSECTING BEAM
REINFORCING. VERTICAL COLUMN BARS MAY BE MOVED WITHING THE SPACING
LIMITATIONS OF ACI 315-80 (REV. 1986) IN ORDER TO ACCOMODATED INTERSECTING
BEAM REINFORCING.
#9 @ 12 BOT
#10 @ 6 TOP
2. FOR COLUMN SIZE DIMENSIONS, THE FIRST NUMBER IN THE SCHEDULE INDICATES
DIMENSION IN THE NORTH-SOUTH DIRECTION.
6. ALL COLUMN TIES SHALL BE AS SHOWN AND SHALL HAVE STANDARD 135 DEGREE
HOOKS. COLUMN TIE ARRANGEMENTS NOT SHOWN SHALL CONFORM TO STANDARD
ACI 315-80 (REV. 1986) WITH STANDARD 135 DEGREE HOOK.
20' - 8"
1. ALL COLUMNS SHALL BE CENTERED ON COLUMN GRIDS UNLESS OTHERWISE NOTED
OR SHOWN.
4' - 0"
D
CONCRETE COLUMN NOTES
3. WHERE BARS OF DIFFERENT SIZES ARE TO BE LAP SPLICED, THE SPLICE LENGTH
SHALL BE AS REQUIRED FOR THE SMALLER BAR. SEE SCHEDULE, SHEET S-302.
6
2
CJ
12
3/8" = 1'
0
1
1
4' - 0"
3
SEE FOOTING SCHEDULE
1
3'-6" THICK
JOB NO.
ADDENDUM #02
ISSUE FOR BID
05/07/10
04/09/10
SHEET NO REVISION
DATE
DWN. APP'D.
1
6'-0" x 6'-0" x 1'-8"
7'-0" x 7'-0" x 2'-0"
9'-0" x 9'-0" x 3'-0"
10'-0" x 10'-0" x 3'-0"
20'-0" x 20'-0" x 4'-0"
32'-0" x 24'-0" x 4'-0"
32'-0" x 32'-0" x 4'-0"
SEE DETAIL 10/S-203
F-9
14'-0" x 10'-0" x 2'-0"
REMARKS
CJ
6-#6 E.W. BOTTOM
6-#7 E.W. BOTTOM
7-#8 E.W. BOTTOM
9-#8 E.W. BOTTOM
#9 @ 12" E.W., T & B
#9 @ 12" E.W., T & B
#9 @ 12" E.W., T & B
CJ
UNDER CONTRACT WITH
C
COL, SEE SCHEDULE
42" THICK
UNITED STATES DEPARTMENT OF ENERGY
1' - 0"
F-1
F-2
F-3
F-4
F-5
F-6
F-7
F-8
#9 @ 12 T&B
NOTE:
SEE SHEET S-301
FOR TYP CJ REQUIREMENTS
5' - 0"
9-#8 L.W., 13-#8 S.W. BOT / 9-#6 L.W., 13-#8 S.W. TOP
6' - 0"
2" ISO GAP .
TO ADJ FTG
12
MARK
FOOTING SCHEDULE
FOOTING SIZE (L x W x T)
REINFORCING
3"
CJ
24
PREMOLDED
JOINT FILLER
ALL AROUND
COLUMN
0"
1/4" = 1'
0 1
2'
3"
PLANT ENGINEERING DIVISION
UPTON, NEW YORK 11973
JOB TITLE
DWG. TITLE
COLUMN AND SHEAR
WALL DETAILS
INTERDISCIPLINARY
SCIENCE BUILDING
ILR,GPP,LNI, HEM
DATE
ACCT. NO.
SHEET
OF
JOB NO.
DWG. NO.
1/8" = 1'
0 1 3
6
04/09/10
NOTE:
COORDINATE WITH ELECTRICAL DRAWINGS FOR INSTALLATION OF GROUNDING
ELECTRODE SYSTEM IN FOOTINGS.
9
CONTRACTION / CONSTRUCTION JOINT DETAIL @ COLUMN.
3/4" = 1'-0"
10
FOOTING F-8 PLAN DETAIL
1/4" = 1'-0"
SCALE
DWN. BY
As indicated
ESHQ RISK LEVEL
REV'D BY
MM
APP'D. BY
Approver
FILENAME:
079872 S-203
\\alxsrv5\projects\200321\079872\RVT\079872S-CENTRAL.rvt
5/7/2010 4:15:03 PM
RAW
079872
BLDG. NO.
S-203
QA