08-40-185COLUMN SCHEDULE
[•'UGU rV V•• •UV
TIE
SIZE
TIE
SPACING
#5
#3
10"
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12" j
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COLUMN SCHEDULE
[•'UGU rV V•• •UV
TIE
SIZE
TIE
SPACING
#5
#3
10"
#6
#3
12" j
#7
#3
14"
#a
#3
16"
#9,#10
7+3
1a"
#11
#4
22"
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ROOF
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12"X24"
_
6 #7
6 #7
FOURTH FLOOR
1211X24"
1211X24"
j
THIRD FLOOR
6 #7
6 #7
a #a
a #a
6 #9
6 #9
a #a
a #a
6 #7
+
t
a #8
a #a
6 #7
6 #7
6#7
SECOND FLOOR
12"X24"
12"X24"
811X24"
8"X24"
12"X24"
12"X24"
8"X24"
811X24"
12"X24"
/
/
811X24"
811X24"
12"X24"
12"X24"
_
12"X24"
11
7
a
"X2
INT. PARKING
12"X24"
12"X2411
1a2"#X24"
12"X24"
1a2 4"
5 KSI
'
t
6#7
6#8
6#7
6#7
8V$
6#7
6#7
6#7
6#7
6#7
6#7
4#6
"
GROUND FLOOR
12"X24"
12"1X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
a" X12
BASEMENT
1171
8#9
a#9
8#9
a#9
a#9
a#9
14#9
14#9
8#9
a#9
6 #7
14#9
14# 9
#1
a 0
a #10
#1
a 0
14# 9
14# 9
#1
a 0
#1
a 0
#1
a 0
1 #7
0
#1
$ 0
#
6 9
6#9
6 7
6#9
a#10
6#7
6#9
10#10
a#10
6#7
10#10
10#10
10#10
6#7
6#7
6#9
6#10
6#7
6#7
6#7
6#a
6#7
6#7
6#7
6#7
6#7
6#7
4# 6
DOWELS
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X32"
12"X32"
12"X24"
12"X24"
12"X24"
12"X32"
12"X32"
12"X24"
12"X24"
12"X24"
12"X32"
12"X32"
12"X24"
12"X24"
12"X24"
a"X30"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
12"X24"
121IX24"
12"X24"
12"X24"
8"X12"
CONC.
LEVEL
STRENGTH
O
O
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O
O
O
O
10
11
12
13
14
15
16
17
is
19
20
21
22
23
24
25
26
27
2a
29
30
31
32
33
34
35
36
37
3a
39
40
41
42
43
44
45
46
47
48
49
50
51
COLUMN
fb
MARKS
( Ksi)
NOTE:
* - DENOTES STAGGERED SPLICE - SEE DETAIL
4 -BARS
COLUMN REINFORCEMENT DETAILS
NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR
SPACING EXCEEDS 6" CLEAR DISTANCE (TYP. U.0,N)
2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN
ADJACENT VERTICALS < 6"
3. ALTERNATE POSITION OF 900 HOOKS ON SINGLES TIES,
COLUMN TIE NOTE:
# 10 VERTICAL BARS AND SMALLER #3 TIES.
# 11 VERTICAL BAR AND LARGER #4 TIES,
SPACE TIE AT THE MINIMUM OF 16 BARS DIA,
48 TIE DIA, OR LEAST DIMENSION OF COLUMN.
COLUMN TIES
VERTICAL
BAR SIZE
TIE
SIZE
TIE
SPACING
#5
#3
10"
#6
#3
12" j
#7
#3
14"
#a
#3
16"
#9,#10
7+3
1a"
#11
#4
22"
6 -BARS 8 -BARS
CONSECUTIVE CROSSTIES MUST HAVE
THEIR 90 -DEGREE HOOKS ON OPPOSITE
SIDES OF COLUMN
x: MUST NOT EXCEED
14 INCHES
Gdb3" MIN. EXTENSION
bb EXTENSION
6do,3"MIN
6d- x
b �-
X I x x
#3 HAIRPIN (IYP)
% 3" MIN
* TIE SPACING NOT TO EXCEED LEAST `
COLUMN DIMENSION, REFER TO COLU
TIE SCHEDULE
TYP, TRANSVERSE COLUMN
REINFORCEMENT (U.O.N.)
TYPICAL CONC. COLUMN
BUMPER GUARD DETAIL
SCALE ; 3/4" = V-0"
CONC. COL
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.,4 4r
At , 4
L 3"x3"x1/4"x5'-0"
3-1 /2" 0 x 9"
WELDED ANCHOR
EQUALLY SPACED
SECTION E -E
SCALE: 3/4" = V-0"
N.T.S.
TIE COLUMN SCHEDULE
MARK
SIZE
V.REINF
TIES
REMARKS
TC
8"x12"
4#5
#3@8110.C.
TC -1
8"x16"x16"
4#5
#3@8"O.C.
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TC -2
8"x36"
6#6
#3@8"O.C.
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STEEL COLUMN SCHEDULE
MARK
SIZE
BASE PLATE
CAP PLATE
REMARKS
A
6" STD PIPE
SEE DETAIL
_ _ _
SEE DETAIL
B
6" STD PIPE
3/4" x 10" x 10"
SEE DETAIL
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6"
BASE PLATE DETAIL
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3 HEX NUTS
PER BOLT.
TYPICAL BOLLARD DETAIL
SCALE : 3/4" = T-0"
OR
C
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11 A M
r
.
4
20 DIA. MIN. OR r
TERMINATE WITH
A STD. 90 HOOK
LOWER BAR UPPER BAR
SECTION C -C
20 DIA. MIN. OR
TERMINATE WITH
A STD, 90 HOOK
ONAL #3 TIE
AS SCHEDULED)
LOWER BAR UPPER BAR
SECTION C -C
TIES TIES
I
1 1/2" CLEAR (f� 1 1/2" CLEAR
SECTION D -D SECTION D -D
TYPICAL COLUMN SPLICE DETAIL
N. T. S,
20 DIA. MIN. OR
TERMINATE WITH
A STD. 90 HOOK
IONAL #3 TIE
1
kS SCHEDULED)
LOWER BAR - UPPER BAR
SECTION C -C
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OVER 3"
DOWELS
SPLICE
DOWELS
TIES
--TIES
1 1/2" CLEAR
SECTION D -D
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
' c�
MARIO A. SLIARE'2., • F �-0-'• •'
P.E. 25414
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OXFORD UNIVERSAL
4311 PONCE DE LEON ILVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATED
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED BY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-1 FIRE DEPT. COMM 01-16-08
-3. CITY COMM. 04-30-08
SHEET TITLE
COLUMNS SCHEDULES & DETAILS
SHEET: OF:
5-304 19
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OXFORD UNIVERSAL
4311 PONCE DE LEON ILVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATED
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED BY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-1 FIRE DEPT. COMM 01-16-08
-3. CITY COMM. 04-30-08
SHEET TITLE
COLUMNS SCHEDULES & DETAILS
SHEET: OF:
5-304 19