02-509-1085EAM SCHEDULE
MARIG
ELEV.
SIZE (in.)
REINFORCING
NO3 STIRRUP U.ON.
REMARKS
5.
T.
Ta
E.
TYP.
SPACING EACH END
25-1
410'-6'
SX3ro
2"5
205
-
-
m 12' o.c. THRUOUT
2+5 INTEFel.
25-2
8X24
201
205
-
-
EL. +66'-4'
8' o.c. THRUOUT
" =.
25-3
8X24•
2«5
205
-
-
L-= -
o=
8' o.c. THRUOUT
•AT HIGH POINT OF ARCH. SEE TYPICAL ARCH DETAIL
25-4
I— Q
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8X24
201
205
-
-
al
22
4�
6' o.c. THRUOUT
`o o
25-5
0< LL
U
16X24
401
405
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LU
a
0
6' o c. THRUOUT
0�
�0
a
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om
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EL. +48'- 0
Q
5-1
SEE PLAN
8X24
205
2#5
-
-
L °
0=
8' o.c. THRUOUT
5-2
SEE PLAN
8X16
2%
205
-
-
I' o c. THRUOUT
N
V U
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004,
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R5-1
+58'-0'
8X14
2 05
2 M 5
-
-
x
08 -oz. THROUT
R5-2
+88'-0'
8X16
2 06
2 N 5
-
-
ei'oz. THROUT
N
O
z
CQ
'
0 w
SLAB REIN.
NOT SHOWN FOR CLARITY
0
1
COLUMN
DEPTH
BEAM STEEL PLACING DIAGRAM
•• WHICHEVER IS LONGER
• WHICHEVER IS LONG=ER IN TWO CONSECUTIVE SPANS
STIRRUP NOTE: PLACE FIRST STIRRUP 2' FROM FACE OF COLUMN
SEE BEAM SCHEDULE FOR SPACING EACH END
BEAM NOTES:
1. PROVIDE 1 0 5 HORIZONTAL EACH FACE FOR SEAMS DEEPER THAN 30'.
2 •5 1 48'.
305 66'.
405 1 82'.
1/2' EXP. JT. MATERIAL
AROUND COLUMN
FTG. REIN. NOT SHOWN FOR CLARITY
AROUND COLUMN
FOOTING/SLA5 DETAIL AT GARAGE 5ASEMENT
ROOF
SLAB/BM.
THICKNESS�� °
STANDARD HOOK a
COLUMN REIN.
AND TIES AS
NOTED IN COL.
SCHEDULE
SLA5/BM. -
THICI4dESS
Q
DIA. LAP
U
• WOO
COLUMN
STD.
HOOK
TYPICAL FLOOR
(SEE COLUMN d. PROVIDE STRAIGHT
SCHEDULE) BARS FOR "5 AND
0 6 BARS.
COLUMN SIZE
AND REW. COLUMN DOWELS
SCHEDULED a TO BE SAME SIZE
I/2' PREM. EXP. AS COLUMN REIN.
JOMt IiYP) AND EXTEND 36 BAR
DIAMETER INTO FOOTING
_ 4' CONC. SLAB
Ll ° (5' AT PARKING GARAGE)
Q e
IQ -
V166EEN 0 FOR FOOTING SIZE AND
REIN. SEE FTG. SCHED.
z a.
'°.
a av
FOOTING WIDTH
TYPICAL CONCRETE COLUMN DETAIL
COLUMN 5CHEDULE " 3 TIES AT 8' o.c. FOR 8' WIDE COLUMNS)
(BUILD ING6) l 3 TIES AT 12' o.c. FOR COLUMNS 12' AND WIDER)
ROOF
ROOF
02/28/02
0 0-1-18-02
6.V.P.
EL. +58'-0'
EL. +66'-4'
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3RD FLOOR
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Q
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2ND FLOOR
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4TH FLOOR
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l • 3 TIES AT 12' o.cFOR COLUMNS 12' AND WIDER)
(PARKING GARAGE)
ROOF
02/28/02
0 0-1-18-02
6.V.P.
EL. +66'-4'
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4TH FLOOR
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5A5EMENT
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x
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Ln
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It
COL. MARK
_
Z
O
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0
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0
0
O
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O
13
14
15
16
18
19
21
23
25
28
26A
QA
16A
ZO i�L�
29
30
31
O
it
12
17
20
22
24
2'I
QA
U �
10
2i
26
11/2' CLEAR
TO TIES
(TYPICAL.)
• g A
•30804
6 5AR5
030804 03OR04
03 OR"4
COLUMN TYPES
12 5AR5
s'
11/2' CLEAR
TO TIES
(TYPICAL) co
co ° lA
NK
1'-4' 8'
5AR5 (COL.. 1) 5 5AR6 (OOL. 3)
REVISIONS
BY
155111= FOR PERMIT
02/28/02
0 0-1-18-02
6.V.P.
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D RAW N
CHECKED
DATE 02/28/02
SCALE A5 5140M
JOB NO. 9541
SHEET
0F SHEETS