10-1035-026COLUMN SCHEDULE
ELEVATION
SCALE:
(FUTURE PHASE HO
f'G
A
A
A
A
A
A
A
A
A
F
2
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B
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T.O. PILE CAP
DOWELS
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DOWELS
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COLUMN SCHEDULE
ELEVATION
SCALE:
(FUTURE PHASE HO
f'G
f'c
E
E
9
E
4
E
5
E
E
7
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(FUTURE FLOOR). .
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(3rd. LEVEL)
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N
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AhT.O. PILE CAP
DOWELS
8 -�8
12 -i'S
12 -i5
12 -05
12 -IS
12 -00
12 -05
8 -t8
8 -08
8 -•8
8 -%
8 -%
8 -+8
8 -+8
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18 -010
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DOWELS
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3
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2
202 1
COLUMN SCHEDULE
ELEVATION
SCALE:
(FUTURE PHASE HO
0 5 BARS
f'c
1
2
3
4
5
a
7
S
9
V
11
12
13
14
15
is
+ 11 BARS
EL .+
[FUTURE ROOF)
.
.
.
.
.
.
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EL.+81' -6 "
(FUTURE FLOOR) .
AEL. + -I0' -0"
V [FUUTUBE FLOM "
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. . .
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(FUTURE FLOOR) .
EL.+41' -0"
(R,oOF LEVEL) .
. .
..
. .
...
...
...
...
...
. . .
DEL. ±29' -6"
XXXXXX
Z17—,
Z17—
XX
(3rd. LEVEL)
I
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/1%
/11.
(2nd. LEVEL)
Ql
[CsROUNDI
. .
. . .
x
x
x
x
x
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x
x
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x
x
x
T.O. PILE CAP
`fl
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n
%lb
%§
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s
DOWELS
8 -+8
8 -+8
8 -%
1
2
3
4
5
6
7
S
9
11
12
13
14
15
1B
SPLICE LENGTH FOR
VERTICAL RERODRCEMEW
CONS COLLTW
ELEVATION
SCALE:
SPLICE LENGTH
0 5 BARS
07-04 -2010
2' -4"
• 6 BARS
ARRANGEMENT
2' -1011
• 1 BARS
MINSTITMONAL
4' -1"
• 8 BARS
DETAILS
4' -8"
+ 0 BARS
5' -3"
0 10 BARS
6' -0"
+ 11 BARS
6140"
COLUMN BAR NOTES:
1- ALL COLUMNS SHALL HAVE t'3 TIES, EXCEPT FOR COLUMNS WITH +11 VERTICAL REINFORCING
WHICH SHALL HAVE +4 TIES. (TYPICAL UNLESS OTHERWISE NOTED)
2- TIE SPACING TO BE AS FOLLOWS:
VERTICAL BARS: SPACING: VERTICA� BARS: SPACING:
�5 .......... 10 in. .............lain.
+6 .......... 12 1n. X10 ............ lain.
01 .......... 14 in. 91 ............ 20in.
+8 ........ 16 in.
IN NO CASE SHALL THE TIE SPACING EXCEED THE LEAST DIMENSION OF THE COLUMN.
NOTES:
I. COLUMNS WITH MORE THAN 4% UP TO 8% OF VERTICAL REINFORCEMENT
STEEL SHALL USE 50% SPLICE OR MECH. SPLICE.
2: FOR ADDITIONAL COLUMN NOTES, SEE GENERAL STRUCTURAL NOTES
SHEET 6-201
3: FOR COLUMN BAR ARRANGEMENT DETAILS SEE SHEETS 5 -2.02 AND 6 -203
4.- (•) DENOTES TENSION SPLICE FOR VERTICAL REINFORCEMENT
AT CONCRETE COLUMNS. (SEE TABLE IN SHEET 5 -202)
5: (••) SEE COLUMN BAR ARRANGEMENT DETAIL
COLUMN
40051.100
SCALE:
AS SHOWN
DATE:
07-04 -2010
BAR
ARRANGEMENT
BH
CADD FILE:
MINSTITMONAL
DETAILS
24"
N
8 BARS
Ito : EHL
811
6 BARS
160w
loom
16"
OEM—
12 BAR5
1911
r
�It #
UCTURA
ARCHITECT:
BERMELLO AJAMIL 8 PARTNERS, INC.
r _ -., _Architecture Engineering Planning
In+eriorADesign L-slndecape Architecture
r _1601_S�uth Bay, hoTa Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
PLANNING ARCHITECT:
30A
WILMOT SANZ
A R C H I T E C T U R E
P L A N N I N G
18310 MontyomeryMaa S Avenue
Gaithersburg. 20879
301 -590 -2900 (F 301 -390 -M50
STRUCTURAL ENGINEER:
-jp Rip
E &A'
a ❑RAMON R. DONNELL PE. 00(1690
�I CML/$TRUCTWAL
■PEDRO J. DUOUESNEFfr. wLL
❑AIDA M. ALBAISA PE 0046130
a� s.w th Or. MAM. CML/STti1CTURAL
STATE b�i1 i
B 1-, ra u� OF t3awoA _ AttIMORtAild7 Ms ON
MEP ENGINEER:
2121 Ponce de Leon Blvd.,
Suite 350, Coral Gables. FL 33134
onion n losers Phone: 305.569.1692
fax 305.569.1693
Dallas • Houston Nashville . Miami . Richmond
ccrd project number.
IT CONSULTANT:
V ENE BURTON & ASSOCIATES
3 General George Patton Drive 5840 West 1- 20,Suite 150
nklin,Temtessee37067 Arlington, Teaaa76017
ne.6153763100 PAone:817S632486
: 615.3763114 Fax 817.5632753
.dre: w .gbainc.cotn
Medical Equipment and Communications Planners
GRD J D UQCr
p
PERMIT SET
REVISIONS:
PROJECT NAME:
SMH- CLINICAL EXPANSION
FOUNDATION PACKAGE
PHASE 11
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO.
40051.100
SCALE:
AS SHOWN
DATE:
07-04 -2010
DRAWN:
CHECKED:
BH
CADD FILE:
MINSTITMONAL
e
DRAWING TITLE:
COLUMN SCHEDULE
SHEET NO.
S6w30F