HomeMy WebLinkAboutS601 - Column Schedule and DetailsN
Lo
N
O
O
co
U
O
Ln
ro
N
CL
TIE SPACING
TYPICAL TIE SPACING —
SEE COLUMN SCHEDULE
1 1/2" CLR
__i I (TYP.)
U
N
EXTEND ALL COLUMN
VERTICAL BARS TO
TOP OF STUB COLUMN
N
CONSTRUCTION JOINT
J
m
12" LAP
7-#4 TIES x
@6"o.c. WITHIN
BEAM DEPTH
Ua
LEVEL 5 OR
RAMP SLAB
CONSTRUCTION JOINT
j SEE COLUMN SCHEDULE
FOR VERTICAL COLUMN
STEEL AND TIES
TOP OF EXTENDED COLUMN DETAIL/
NO SCALE
TYPICAL COLUMN SPLICE DETAIL,/
NO SCALE
COLUMN SCHEDULE
COLUMN
MARK
SIZE
24
N
24
N
24
N
24
N
24
N
LEVEL 3 --- ---
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-------------
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LEVEL 2
--------------
- - - - - - - - - - - -
- - - - - - - - - - - - - -
---------------
- - - - - - - - - - - - -
- - - - - - - - - - - - -
LEVEL 1
--------------
- - - - - - - - - - - -
- - - - - - - - - - - - - -
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- - - - - - - - - - - - -
- - - - - - - - - - - - -
TOP/FOOTING
FOOTING DOWELS TO BE
SAME SIZE AND QUANTITY
AS COLUMN AT BOTTOM
WITH TENSION SPLICE.
NOTES
1. USE BAR PATTERNS 1/S601, 2/S601 AND 3/S601.
2. SEE SHEET S??? FOR TOP/COLUMN ELEVATIONS.
3. REINFORCING STEEL SHOP DRAWINGS SHALL SHOW ALL
COLUMNS FULL HEIGHT WITH FLOOR ELEVATIONS INDICATED.
4. SPLICES FOR COLUMN VERTICAL REINFORCEMENT SHALL BE A
FULL TENSION MECHANICAL SPLICE USING THE GRIP -TWIST
THREADED COUPLER SYSTEM AS MANUFACTURED BY BARSPLICE
PRODUCTS, INC., OR BY APPROVED SUBSTITUTE.
-I
C�
SEE COLUMN SCHEDULE
FOR COLUMN REINF.
BALANCE SEE
COLUMN SCHEDULE
SECTION 'A -A'
>_ BEAM REINF. ANCHORED
IN COLUMN (TYP.)
SEE P/T BEAM SCHEDULE
FOR SIZE, QUANTITY AND
LOCATION
BEAM REINF. ANCHORED
IN COLUMN (TYP.)
SEE P/T BEAM SCHEDULE
FOR SIZE, QUANTITY ANC
LOCATION
ALTERNATE POSITION OF
HOOK IN SUCCESSIVE
TIES (TYPICAL)
SEE SCHEDULE
8-BAR PATTERN
1 "=1'-0"
ALTERNATr nnciTinr.i nr
HOOK It
TI ES (TY
w
0
w
U
cn
w
w
U)
ORIENT 2-BAR BUNDLES
AS SHOWN TO FACILITATE
INSTALLATION OF BEAM
REINFORCING
FOOTING DOWELS
(TYP.)
1 1 /2" CLR
(TYP.)
SEE SCHEDULE
12-BAR PATTERN
1 "=1 -0"
ALTERNATr nnciTinni nr
HOOK It
TIES (TY
w
J
0
w
cn
w
w
U)
SEE SCHEDULE
16-BAR PATTERN,
1 "=1 '-0"
SECTION 'B-B'
ORIENTATION OF
POST -TENSIONED
BEAM
1
S601
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POST -TENSIONED
BEAM
2
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POST -TENSIONED
BEAM
3
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CERTIFIED BY
�10201124
STATE A11
AL'
ADD'L TIES @ 2"o.c. BETWEEN 2-#4 x n; �, TIGHT
GROUPS OF ANCHORS TO A MAX. TO INSIDE OF COL. TIES
OF 4 ADD'L TIES @ 2" SPACING. SEE COLUMN
$A' $A' THEN GO TO 6" SPACING -SEE TYPICAL SCHEDULE SYM. REVISION DATE
COLUMN P/T ANCHORAGE DETAIL. IDS SDI A ISSUE FOR PERMIT 10/25/21
• Ion �1
■IA_mmPIP i
NMI AA
5 ADD'L #4 COL. TIE —
SETS AT BOTTOM OF
P/T ANCHORAGE, SPACE
AS SHOWN
COLUMN
3/4"=1 '-O"
AN
CONTINUOUS STRANDS THRU COLUMN
AT LINE OI
P/T STRANDS
2-#4 HORIZ. TOP & BOT.
BEHIND EACH STRAND (TYP.)
BALANCE SEE
COLUMN SCHEDULE
K #4 x 4'-0" VERT. IN BETWEEN
STRANDS AS SHOWN IN SEC. 'A -A'
(NO. OF BARS = NO. OF ANCHORS PLUS ONE)
P/T ANCHORAGE AT RAMP
5 ADD'L #4 COL. TIE SETS
AT TOP OF P/T ANCHORAGE,
SPACE AS SHOWN
2-#4 HORIZ. TOP & BOT.
BEHIND EACH STRAND (TYP.)
#4 x 4'-0" VERT. IN BETWEEN
STRANDS AS SHOWN IN SEC. 'B-B'
(NO. OF BARS = NO. OF ANCHORS PLUS ONE)
SEE COLUMN SCHEDULE
FOR TYP. COL. REINF.
SETS AT BOTTOM OF
P/T ANCHORAGE, SPACE
AS SHOWN
TYPICAL P/T ANCHORAGE AT COLUMN
3/4"=1'-0"
0
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0
CHECKED BY
AC K
DRAWN BY
SLH
SCALE
AS
NOTED
DATE
SHEET NO.
S601