11-1169-033METAL FRAMING – SEE DETAIL 1/S2.1
Front Elevation
0
Scale: 1/4" =1'-0"
1:11111:11111 1:1
Gib
T.O. CONC. BEAM
. i
T.O. BOND BEAM
WN
T.O. CONC.
0 32 CG
...... .... .... ......... ....... ............ ........ ............. ............
"y +17' -8'
A., T.O. BOND BEAM
j, TRUSS BEARING
''
+16' -1 1/4*
BEAM
T.O. BOND BEAM
BOTTOM OF
T.O. BOND BEAM
'y +23'-0*
BEAM
4
STEEL
'y +17*-80
T.O. BOND BEAM
#7 0 32' C/C
14L
-L - - - -
- - -
JL
— — — — — — — — — — — —
JOISTS.
+16' -4"
ATM LOCATION –
CONTRACTOR
i
STEEL
JOISTS.-A
T.O. d BOND BEAM
V
CONTRACTOR TO
+12'-0*
T1
mc
L
— — — — — — — =_ — t T — — —
T – — — — — —
'y +17' -8"
CONCRETE BEAM.
-- - - - - - --- - - - - - - - - - - - - -
WITH MANUFACTURER
SEE SCHEDULE
CONCRETE BEAM.
1p 7 0 24- C/C WITHIN 7'
—DOUBLE BOND
T,47 0 32- C/C
FOR ADDITIONAL INF.
CONCRETE BEAM.
T.O. BOND BEAM
– SEE SCHEDULE
OF CORNERS
BEAM
– SEE SCHEDULE
it
FOR ADDITIONAL INF.
+13'_O,
FOR ADDITIONAL INF.
FB--6-1
NIGHT DEPOSIT BOX
LOCATION – CONTRACTOR
BOTTOM OF BEAM
CONCRETE COLUMN.
tt
#7 032- C/C
TO COORDINATE OPENING
SEE SCHEDULE
–SEE SCHEDULE
(TYPICAL)
--CONCRETE COLUMN. B-5
13'-4- (ASSUMED)
FOR ADDITIONAL INF.
FOR SIZE AND REINF.—TT
TT
CONCRETE COLUMN.
A.
CONCRETE COLUMN.
B.O. BEAM
FOR SIZE AND REINF.
.8-7
SEE SCHEDULE
COLUMN.
A, B.O. BEAM
SIZE AND REINF.
SEE SCHEDULE
+8'-0"
– SEE
_04
14 SLAB
SCHEDULE FOR
tLFOR
ATM LOCATION –
FOR SIZE AND REINF.
SIZE AND REINF.
CONTRACTOR TO
(ASSUMED)
STEEL. COLUMN.
17 BARS 0 24" C.0
II
WITH MANUFACTURER
I L
MAX. WITHIN 7' OF
SEE SCHEDULE
CORNERS
STEEL COLUMN.
FOR ADDITIONAL
STEEL COLUMN.
CONCRETE COLUMN.
– SEE SCHEDULE
INF.
– SEE SCHEDULE
SEE SCHEDULE
TOP OF
FOR ADDITIONAL INF.
FOR ADDITIONAL INF.
CONCRETE
FOR SIZE AND REINF. --
-
SLAB
COLUMN.
"y 01–(),
– SEE SCHEDULE
(ASSUMED)
FOR SIZE AND
TOP OF
TOP OF CONC. FLOOR
REINF.
SLAB
(0'-0- ASSUMED)
09_O*
(ASSUMED)
Scale: 1/4" =1'-0"
1:11111:11111 1:1
4S
Scale: 1/4" =1'-0"
Gib
T.O. CONC. BEAM
. i
T.O. BOND BEAM
WN
0 32 CG
...... .... .... ......... ....... ............ ........ ............. ............
"y +17' -8'
A., T.O. BOND BEAM
j, TRUSS BEARING
''
+16' -1 1/4*
BEARING
+15'-6 3/4 m
T.O. BOND BEAM
BOTTOM OF
T.O. BOND BEAM
B-6
BEAM
4
+13'-4*
'y +17*-80
T.O. BOND BEAM
STEEL COLUMN.
14L
-L - - - -
- - -
JL
— — — — — — — — — — — —
+16' -4"
ATM LOCATION –
CONTRACTOR
i
T.O. BOND BEAM
ti
V
CONTRACTOR TO
+12'-0*
T1
mc
L
— — — — — — — =_ — t T — — —
T – — — — — —
—DOUBLE BOND BEAM
CONCRETE BEAM.
-- - - - - - --- - - - - - - - - - - - - -
WITH MANUFACTURER
SEE SCHEDULE
CONCRETE BEAM.
1p 7 0 24- C/C WITHIN 7'
T,47 0 32- C/C
FOR ADDITIONAL INF.
CONCRETE BEAM.
T.O. BOND BEAM
– SEE SCHEDULE
OF CORNERS
– SEE SCHEDULE
it
FOR ADDITIONAL INF.
+13'_O,
FOR ADDITIONAL INF.
NIGHT DEPOSIT BOX
LOCATION – CONTRACTOR
STEEL COLUMN.
CONCRETE COLUMN.
tt
#7 032- C/C
TO COORDINATE OPENING
SEE SCHEDULE
–SEE SCHEDULE
(TYPICAL)
--CONCRETE COLUMN. B-5
WITH MANUFACTURER
FOR ADDITIONAL INF.
FOR SIZE AND REINF.—TT
TT
CONCRETE COLUMN.
A.
CONCRETE COLUMN.
B.O. BEAM
FOR SIZE AND REINF.
.8-7
SEE SCHEDULE
COLUMN.
SIZE AND REINF.
SEE SCHEDULE
+8'-0"
– SEE
_04
14 SLAB
SCHEDULE FOR
tLFOR
ATM LOCATION –
FOR SIZE AND REINF.
SIZE AND REINF.
CONTRACTOR TO
(ASSUMED)
COORDINATE OPENING
17 BARS 0 24" C.0
II
WITH MANUFACTURER
I L
MAX. WITHIN 7' OF
CORNERS
STEEL COLUMN.
STEEL COLUMN.
CONCRETE COLUMN.
– SEE SCHEDULE
– SEE SCHEDULE
SEE SCHEDULE
TOP OF
FOR ADDITIONAL INF.
FOR ADDITIONAL INF.
FOR SIZE AND REINF. --
-
SLAB
"y 01–(),
(ASSUMED)
TOP OF CONC. FLOOR
(0'-0- ASSUMED)
4S
Scale: 1/4" =1'-0"
ffo M I My] ;=0 I
METAL FRAMING – SEE DETAIL 1/S2.1
TEL .DISTS.
F -I
L_ _j
Scale: 1/4" = 1'4r
Gib
T.O. CONC. BEAM
+23'-0*
+2,3'-0*
WN
0 32 CG
A., T.O. BOND BEAM
j, TRUSS BEARING
+16' -1 1/4*
BEARING
+15'-6 3/4 m
BOTTOM OF BEAM
BOTTOM OF
T.O. BOND BEAM
B-6
BEAM
4
+13'-4*
----
STEEL COLUMN.
14L
-L - - - -
- - -
JL
— — — — — — — — — — — —
– SEE
ATM LOCATION –
CONTRACTOR
T.O. BOND BEAM
ti
V
CONTRACTOR TO
+12'-0*
T1
mc
L
— — — — — — — =_ — t T — — —
T – — — — — —
MANUFACTURER
CONCRETE BEAM.
-- - - - - - --- - - - - - - - - - - - - -
WITH MANUFACTURER
SEE SCHEDULE
SLAB
FOR ADDITIONAL INF.
CONCRETE BEAM.
JLj JL
– SEE SCHEDULE
it
FOR ADDITIONAL INF.
NIGHT DEPOSIT BOX
LOCATION – CONTRACTOR
STEEL COLUMN.
CONCRETE COLUMN.
tt
#7 032- C/C
TO COORDINATE OPENING
SEE SCHEDULE
–SEE SCHEDULE
(TYPICAL)
--CONCRETE COLUMN. B-5
WITH MANUFACTURER
FOR ADDITIONAL INF.
FOR SIZE AND REINF.—TT
TT
SEE SCHEDULE
A.
CONCRETE COLUMN.
NCREIE
FOR SIZE AND REINF.
.8-7
SEE SCHEDULE
COLUMN.
SIZE AND REINF.
TOP OF
– SEE
_04
14 SLAB
SCHEDULE FOR
tLFOR
ATM LOCATION –
Y 01-00
SIZE AND REINF.
CONTRACTOR TO
(ASSUMED)
COORDINATE OPENING
II
WITH MANUFACTURER
I L
ffo M I My] ;=0 I
METAL FRAMING – SEE DETAIL 1/S2.1
TEL .DISTS.
F -I
L_ _j
Scale: 1/4" = 1'4r
-V- -V-
T.O. CONC. BEAM
+23'-0*
+2,3'-0*
WN
0 32 CG
j, TRUSS BEARING
+16' -1 1/4*
BEARING
+15'-6 3/4 m
BOTTOM OF BEAM
BOTTOM OF
B-6
BEAM
4
+13'-4*
STEEL COLUMN.
ATM LOCATION
– SEE
ATM LOCATION –
CONTRACTOR
SCHEDULE FOR
TO COORDINATE
CONTRACTOR TO
ADDITIONAL INF:---
-
COORDINATE OPENING
MANUFACTURER
WITH MANUFACTURER
Scale: 1/4" =1'-0"
B.FO. CONC.
dh AM
+23'-0"
7 0 32- C/C
TRUSS
BEARING
+16' -1 1/4*
we =-kq I I mm
BOTTOM OF
d4 BEAM
ff6TX6TJ
T.O. CONC.
dh BEAM
+2,3'-0*
WN
7 0 32- C/C
TRUSS
_,_
__1,__,1_,_ B-
BEARING
+15'-6 3/4 m
BOTTOM OF
BEAM
4
+8'-Ow
ATM LOCATION
CONTRACTOR
TO COORDINATE
OPENING WITH
MANUFACTURER
TOP OF
SLAB
I-00
(ASSUMED)
Scale: 1/4" =1'-0"
B.FO. CONC.
dh AM
+23'-0"
7 0 32- C/C
TRUSS
BEARING
+16' -1 1/4*
we =-kq I I mm
BOTTOM OF
d4 BEAM
ff6TX6TJ
C
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