05-226(2)-0154- 3 /4'DIAMx Co' LONG WELDED
HEADED STUDS.
CAP PLATE SEE
SCHEDULE.
NOTE, THIS DETAIL IS FOR
COLUMNS NOT SUBJECTED TO
UPLIFT, WITH EXPANSION BOLTS.
CONCRETE SLAB
SEE PLAN.
NOTE, STEEL COLUMN DOES NOT
HAVE TO BE GROUTED. NO HOLES
IN CAP PLATE, SEE ARCHITECTURE
FOR FIRE PROFING.
STEEL COLUMN
SEE PLAN.
x x x x x x x x x x x
x + � r + x-
__ J x „gym =_
EL. SEE PLAN _:
d °
A °
e °
e ° n d
d
3' COVER r
�Q
�o
0 m
ev
BEAM
PROVIDE TIES INSIDE BEAM
SPACED AT 12'c /c, MINIMUM OF
ONE AT MID -DEPTH OF BEAM.
NOTE:
LAP SPLICING SHALL
NOT BE LESS THAN
THE LARGER BAR
in
- MAXIMUM
SLOPE 1 IN 6
NOTE:
COLUMN SIZE, REINF'G, d GONG.
STRENGTH AS NOTED IN COLUMN
SCHEDULE - FOR COL. TIES, SEE
TYPICAL COLUMN DETAILS.
4' CONCRETE D d
SLAB, SEE PLAN ? U
FOR REINFORCING Q CONCRETE SLAB,
SEE PLAN.
EL. SEE PLAN.
x
x x x x x x x x x
BASE PLATE' 2n 6 MIL VAPOR BARRIER
SEE SCHEDULE
FOOTING SIZE f STD. 907
REINF'G, AS HOOK rL
FOOTING AND REINFORCING SCHEDULED.
Lu
AS SCHEDULED.
PROVIDE 4- 3/4'08' LONG
EXPANSION BOLTS COMPACTED SOIL. 3”
TYPICAL CONCRETE COLUMN
STEEL COLUMN TO FOOTING DETAIL
SCALE: N.T.S
F 0 0 T I N G S C H E D U L E
MARK
SIZE
REINFORCEMENT
REMARKS
WF -24
24 "xl&"
3 #5 BOTT. CONT.
4' x 4' x 1 /4'
WF -16
l6'x16"
2 #5 BOTT. CONT.
5T -2
4" x 4" x 1/4'
3/4'x12 "x 12"
Vx8'6/4" W /4- 3 /4'DIAM.
x4' LONG ELDED
HEADED STUDS.
* SEE CAP PLATE CONFIGURATION.
F - 3
3' - O "x 3'-0"X fro,
4 #5 E.W.B.
Isla
F - 4
4' - O' x 4' - O "x 16"
4 #5 E.W.B.
O
F'S
5' -O "x 5' -O "x 24"
5 #5 E.W.B. 4 TOP.
a 6 c/c
* ARCH BEAM, COORD W /ARCH.
G -1
8 "x16'
4#
NOTE: * PROVIDE 30'x3O" CORNER BARS AT ALL CORNERS AND AT ALL INTERSECTIONS.
S T E E L C 0 L U M N S C ICI E D U L E
MARK
STEEL COLUMN
REMARKS
SIZE
BASE PLATE
CAP PLATE
5T -1
4' x 4' x 1 /4'
3/4'xl2'x 12'
12'xl2'x3/4' W /4- 3 /4'DIAM.
x4' LONG WELDED
HEADED STUDS.
NOTE, STEEL COLUMN DOES NOT HAVE TO
BE GROUTED. NO HOLES IN CAP PLATE,
SEE ARCHITECTURE FOR FIRE PROOFING.
5T -2
4" x 4" x 1/4'
3/4'x12 "x 12"
Vx8'6/4" W /4- 3 /4'DIAM.
x4' LONG ELDED
HEADED STUDS.
* SEE CAP PLATE CONFIGURATION.
# -1
3
8"
Isla
A
T
AND FOOTING DETAIL
SGALE: N.T.S.
C 0
L U
M N
S
C
H E D U L E
MARK
SIZE
REINFORCEMENT
E
REMARKS
VERTICAL
TIES
TG
5 "x12'
4
# -1
3
8"
Isla
A
T
I
O
N
3
a 6 c/c
* ARCH BEAM, COORD W /ARCH.
G -1
8 "x16'
4#
6
3
8"
c/c
CO o
I co
C -2
& "x24'
6
8"x3m"
2#1
2#1
N
3
a lm' c/c
* GARACxE, COORD W /ARCH. (ARCH BEAM)
R5-2
*
3 'a8"
c/c
* SEE COLUMN CONFIGURATION
3
8" Isla
cx
h °aa
w
��
AND FOOTING DETAIL
SGALE: N.T.S.
4'
'v
12'
ST -2
L1 /4
STD. HOOKS
THRUOUT
'E' BAR
'C' BAR
TOP BAR
BOTTOM BAR
LI
INTERMEDIATE REINF'G.
L1 /4 OR L2/4 EACH FACE. L2/4 OR CANT.
WHICHEVER IS GREATER WHICHEVEi IS GREATER
IF-- TOP BAR A 4 --- i
LAP 24 BAR DIA.
ALL STIRRUPS CLOSED,
AS PER SCHEDULE.
L2
A f--J
BOTTOM BAR
CANT.
TYIP I CAL B E A M D d A G
'E' BARS ARE TOP BARS AT NON - CONTINUOUS ENDS.
"C" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS.
TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED,
SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.
ALL CLOSED
STIRRUPS —\
B E A M S C H E D U L E
MARK
C
A
P
STIRRUPS
P
L
A
T
E
SPACING
5-1
C
O
N
F
I
G
U
R
A
T
I
O
N
4'
'v
12'
ST -2
L1 /4
STD. HOOKS
THRUOUT
'E' BAR
'C' BAR
TOP BAR
BOTTOM BAR
LI
INTERMEDIATE REINF'G.
L1 /4 OR L2/4 EACH FACE. L2/4 OR CANT.
WHICHEVER IS GREATER WHICHEVEi IS GREATER
IF-- TOP BAR A 4 --- i
LAP 24 BAR DIA.
ALL STIRRUPS CLOSED,
AS PER SCHEDULE.
L2
A f--J
BOTTOM BAR
CANT.
TYIP I CAL B E A M D d A G
'E' BARS ARE TOP BARS AT NON - CONTINUOUS ENDS.
"C" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS.
TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED,
SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.
ALL CLOSED
STIRRUPS —\
B E A M S C H E D U L E
MARK
TOP OF
BEAM
ELEV
SIZE
(IN.)
REINFORCING
STIRRUPS
REMARKS
B
T
INTERMr
Nor
SPACING
5-1
*
5"x241'
2 #8
2 #5
3
10' c/c
UPTURN BEAM, COORD W /ARCH.
5-2
*
S xl6
2 #6
2 #6
3
a 6 c/c
* ARCH BEAM, COORD W /ARCH.
O CQ J co
m
co
5 d
C�
A
CO o
I co
RB -1
*
8"x3m"
2#1
2#1
N
3
a lm' c/c
* GARACxE, COORD W /ARCH. (ARCH BEAM)
R5-2
*
5"x12"
2#1
2#1
3
8" Isla
cx
h °aa
w
��
��o
8 "x12'
2#5
2 #5
3
12" Isla
* COORD W /ARCH.
W
RTB -1
*
8 "x12'
2#5
2#5
3
12" c/c
* COORD W /ARCH.
RT5-2
*
8 "x12"
2#5
2 #5
d
o
z
3
a 12" c/c
* COORD W /ARCH.
RT5-3
*
8 "x12'
2#5
2 #5
z
0
3
a 12" Isla
* COORD W /ARCH.
RT5-4
*
8 "x12'
2#5
2 #5
W
3
12" c/c
* COORD W /ARCH.
LO
a
a
O CO
CO
RC
VARIES
S "x8"
2#5
E4
RAIDED GONG. GAP.
NOTE: AT ALL CORNERS AND AT ALL INTERSECTIONS PROVIDE 2#5 x 30" x 30" 'L' BARS.
W A L L S C H E D U L E
MARK
THICK,
VERT, REINF,
H❑RZr REINFr
REMARKS
FILE NAME
S-6
01 OF SHEETS
511-1
12' MASONRY
06 m 24' c/c
CONC. CAP 8x8 W/215
NOTE, AT COMERS PROVIDE 30' x 30' CORNER BARS FOR EA. HORIZ.
C O L U M N C O N F I G U R A T I O N
12'
0
4 BARS
TG
24'
C -3
7 BARS
N
24'
BARS
C -1
16'
IV-
4 BARS
C-1
N r, R J�J . .
= 4 G SC c*
i
GEORGE E. PEON
ARCHITECT, A.I.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 Ct SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
REVISIONS
i
BY
APPROVED
FILE NAME
S-6
01 OF SHEETS
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