08-40-186r V uY. Lk3 G irGr W iia V
ru ar a•, • r u
r r i Y V r • r V • G •
• u r • • r rG++s.+
v • �, i r
V • V Y' r 4
rrc iii G • E rrrr i
r r • y
� r r ` r W • ++
COLUMN SCHEDULE C V f/ Y V r • V u
V Y Y r
• r � V
iY VVV rvu GVY r
VERTICAL
BAR SIZE
1
fC
TIE
SPACING
#5
#3
10"
#6
#3
1211
#7
#3
1411
#8
#3
1611
#9,#10
#3
1811
#11
#4
2211
o
N
� Z
-�
Jbrr
r
W rGri
r
V c".
r �
rr'J
G L
a
i
G
�
Y �
.vr Gu
GY u..
'
'
'
'
ROOF
i
12"X24"
FOURTH FLOOR
12"X24"
II II
12 X24
11 II
12 X24
t
THIRD FLOOR
1
Iw
6
8'X24"
8"X24"
811
'
6X2 "
SECOND FLOOR
X2
12X24
12'X24"
12"X24"
12X24"
8"X24"
8'X24"
12"X24"
,
E"X24"
2411
12"24"
12' X24"
12"X24"
12X24
11
�
1
INT. PARKING
5 KSI
12"X2411
121'X24"
i
12"X24"
1272411
12'1X24"
6#7
6#8
6#7
6#7
8#8
6#7
6#7
6#7
6#7
6#7
6#7
4#6
GROUND FLOOR
'
'
12724"
127241'
12"X24"
12'X2411
12"X24"
127241'
1272411
1272411
12"X24"
12"X2411
12724'1
871211
BASEMENT
8#9
8#9
8#9
8#9
8#9
8#9
14#9
14#9
8#9
8#9
6#7
14#9
14#9
8#10
8#10
_
8#10
14#9
14#9
8#10
8#10
8#10
10#7
8#10
6#9
6#9
6#7
6#9
8#10
6#7
6#9
10#10
8#10
6#7
10#10
10#10
10#10
6#7
6#7
6#9
6#10
6#7
6#7
6#7
6#8
6#7
6#7
6#7
6#7
6#7
6#7
4#6
DOWELS
1211X24"
12"X24"
12'1X24'1
121'X24"
12"X24'1
127241'
12"X32'1
1211X32'1
12'1X241'
12724"
12'X24"
12"X3211
1211X32"
1272411
12"X2411
12'1X2411
12'1X3211
12'1X321'
12"X24"
12"X24'
127241'
8'1X30'1
12"X24'1
12724'1
12'1X2411
12'1X24"
12"X241'
12"X2411
12"X241'
1211X24"
1211X24'1
1211241'
12724"
1272411
12"X241'
12"X24"
12'1X241'
12"X241'
12724"
12"X24"
1211X24'1
12"X24'1
12724"
1211X24"
12"X241'
I 12"X24"
12'1X24'1
12"X24"
12"X2411
12'1X24"
8171211
CONC.
LEVEL
STRENGTH
O
O
O
O
�/
GJ
IG)
��_//
O
O
O
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
COLUMN
fb
MARKS
( Ksi)
NOTE:
* - DENOTES STAGGERED SPLICE - SEE DETAIL
I
4 -BARS
COLUMN REINFORCEMENT DETAILS
NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR
SPACING EXCEEDS 6" CLEAR DISTANCE (TYP. U,O.N.)
2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN
ADJACENT VERTICALS < 6"
3. ALTERNATE POSITION OF 90r 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
1211
#7
#3
1411
#8
#3
1611
#9,#10
#3
1811
#11
#4
2211
* TIE SPACING NOT TO EXCEED LEAST
[owni� INI�Ilf�l�
6 -BARS 8 -BARS
CONSECUTIVE CROSSTIES MUST HAVE
THEIR 90 -DEGREE HOOKS ON OPPOSITE
SIDES OF COLUMN
x: MUST NOT EXCEED
14 INCHES
6dbX MIN. EXTENSION b EXTENSION
b'
6do,3"MIN
�^ x
-Z L/ I
b X X
#3 HAIRPIN (TYP.)
6�, 3" MIN
i
COLUMN DIMENSION. REFER TO COLUMN
TIE SCHEDULE
TYP. TRANSVERSE COLUMN
REINFORCEMENT (U.O.N.) N.T.S.
TYPICAL CONIC. COLUMN
` . BUMPER GUARD DETAIL
SCALE: 3/4" = 11-0"
CONC. COL
v
• r d
d • r
4
.r �
L3"x3"x1/4"x36,1
3- 1/211 0 x 9"
WELDED ANCHOR
EQUALLY SPACED
SECTION E -E
SCALE: 3/4" = V-0"
TIE COLUMN SCHEDULE
MARK
SIZE
V.REINF� TIES
1.
TC
8"x12"
47#5
COLUMN DIMENSION. REFER TO COLUMN
TIE SCHEDULE
TYP. TRANSVERSE COLUMN
REINFORCEMENT (U.O.N.) N.T.S.
TYPICAL CONIC. COLUMN
` . BUMPER GUARD DETAIL
SCALE: 3/4" = 11-0"
CONC. COL
v
• r d
d • r
4
.r �
L3"x3"x1/4"x36,1
3- 1/211 0 x 9"
WELDED ANCHOR
EQUALLY SPACED
SECTION E -E
SCALE: 3/4" = V-0"
TIE COLUMN SCHEDULE
MARK
SIZE
V.REINF� TIES
REMARKS
TC
8"x12"
47#5
#3@8110.C.
SEE DETAIL
TC -1
8"x16"x16"
4#5
#3@8"O.C.
SEE DETAIL
TC -2
8"x36"
6#6
#3@811O.C.
o
STEEL COLUMN SCHEDULE
MARK
SIZE
BASE PLATE
CAP PLATE
REMARKS
A
6" STD PIPE
SEE DETAIL
SEE DETAIL
B
6" STD PIPE
3/411 x 1011 x 1011
SEE DETAIL
111"NI
t>7
11..1
2
F --
J
3 HEX NUTS
PER BOLT.
BASE PLATE DETAIL
6"
I I
,-- P.C.J.
TYPICAL BOLLARD DETAIL
SCALE: 3/4" = V-7
•r
� r
I A r •
r Q 20 DIA, MIN. OR
• � TERMINATE WITH
• A STD. 9
0 HOOK
20 DIA, MIN. OR
TERMINATE WITH
A STD. 90 HOOK
LOWER BAR UPPER BAR
SECTION C -C
DNAL #3 TIE
LOWER BAR � --- UPPER BAR
SECTION C -C
w�
z
� U
m
� \ ADDITIONAL #3 TIE
M (3 @ 3"
20 DIA. MIN. OR
TERMINATE WITH
A STD, 90 HOOK
)
4S SCHEDULED) �— TIES (AS SCHEDULED)
TIES TIES
1 1/2" CLEAR 1 1/2" CLEAR
SECTION D -D SECTION D -D
TYPICAL COLUMN SPLICE DETAIL
N, T, S.
LOWER RAR UPPER BAR
SECTION C -C
Lu
io Uco
)
vi
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ft x26000522
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O W
y i
W
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at
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dc
D
F,. W
N f..
W �
-`1 V
K �
h W
h O
4r �
F' N
O �
y
t �
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O
Ac o9
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o M
M
p N
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LLJ
ARCHITECTURE INTkRt0j DESIGN ►CANNING
•rrrrrrrr
sEAL:
r
r
MAI�IQ A. 61 AM
OVER 3"
DOWELS
SPLICE
/2" CLEAR
SECTION D -D
DOWELS
TIES
1 1
V
OXFORD UNIVERSAL
4311 NONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC,
THIS DRAWING I$ THE PROPERTY OF MATEU
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
HERMIT DRAWINGS
FILE NAME:
PROJECT No:
MA0605
DRAWN BY:
M.A.S.
CHECKED BY:
ISSUE DATE;
DECEMBER 10, 2007
x
REVISIONS
-1 FIRE DEPT.
COMM Qi -i6-08
SHEET TITLE
COLUMNS SCHEDULES & DETAII
SHEET; DF;
S-304 19
o
N
� Z
-�
OXFORD UNIVERSAL
4311 NONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC,
THIS DRAWING I$ THE PROPERTY OF MATEU
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
HERMIT DRAWINGS
FILE NAME:
PROJECT No:
MA0605
DRAWN BY:
M.A.S.
CHECKED BY:
ISSUE DATE;
DECEMBER 10, 2007
x
REVISIONS
-1 FIRE DEPT.
COMM Qi -i6-08
SHEET TITLE
COLUMNS SCHEDULES & DETAII
SHEET; DF;
S-304 19