11-1169-034METAL FRAMING – SEE DETAIL 1/52.1 -7
CONC.
T.O.
BIEAM
Scale: 1/4" = 1'4r
]I
Rear Elevation
I
I
I I
I
I
I r
STEEL
JOISTS.
+16'-1 1/4"
'y +8'–Om
STEEL
JOISTS. BB_cJ d4T.O. BOND BEAM
BOTTOM OF BEAM
(3
L. . � ,
cum.
DOUBLE BOND STEEL
STEEL COLUMN.
CONCRETE COLUMN.
V + 13'-4*
V)
– SEE SCHEDULE
– SEE SCHEDULE
– SEE SCHEDULE
BEAM JOISTS.
TOP OF
00
B–
FOR ADDITIONAL INF.,
FOR SIZE AND REINF.
SLAB
ATM LOCATION
CONTRACTOR TO
COORDINATE OPENING
BO
BOTTOM TOM OF BEAM
01–ow
1.4. 1 (ASSUMED)
3'-4
AAk
(ASSUMED)
dk B.O. BEAM CONCRETE
TOP OF SLAB
+8'-0' COLUMN.
SEE SCHEDULE
STEEL COLUMN. FOR SIZE AND
(A1SV"FS0U7-
I 8
–U,ILDNG DE P
Sr""CT1JRAL
SEE SCHEDULE REINF.
Covered Ent [y Elew.
le-:-1/4" = 1'4r
FOR ADDITIONAL
INF.
CONCRETE
COLUMN,
SEE SCHEDULE
FOR SIZE AND TOP OF
REINF, SLAB
0'-0
(ASSUMLU)
Scale: 1/4" = 1'4r
]I
Rear Elevation
I
I
I I
I
I
I r
B-1
+16'-1 1/4"
'y +8'–Om
BOTTOM OF BEAM
(3
L. . � ,
I �, -
STEEL COLUMN.
CONCRETE COLUMN.
V + 13'-4*
V)
– SEE SCHEDULE
– SEE SCHEDULE
– SEE SCHEDULE
TOP OF
00
FOR ADDITIONAL INF.
j4 B.O. BEAM
A
TRUSS BEARING
B-1
+16'-1 1/4"
'y +8'–Om
BOTTOM OF BEAM
(3
STEEL COLUMN,
B_s
STEEL COLUMN.
CONCRETE COLUMN.
V + 13'-4*
V)
– SEE SCHEDULE
– SEE SCHEDULE
– SEE SCHEDULE
TOP OF
00
FOR ADDITIONAL INF.
FOR ADDITIONAL INF.,
FOR SIZE AND REINF.
SLAB
ATM LOCATION
CONTRACTOR TO
COORDINATE OPENING
01–ow
WITH MANUFACTURER
AAk
(ASSUMED)
TOP OF SLAB
Side Elevation
Scale: 1/4" = 1'4r
CONCRETE COLUMN.
– SEE SCHEDULE
FOR SIZE AND REINF.
#7 BARS 0 24* C.0
oe" MAX.
TOP OF CONC. FLOOR
(0'-0- ASSUMED)
COLUMN.
– SEE
SCHEDULE FOR
SIZE AND REINF.
TOP OF TOWER
STEELMETAL FRAMING – SEE DETAIL 1/S2.1
S -7
JOISTS.
ri
it
—1 L
J-1 T.O. CONC. BOW --
'y +23'–Oo
T.O. CONC. T.O. CONC.
d% BEAM d% BEAM
Y +23'-0" +23'-0"
BB-91 T.O. BOND BEAM
II
T.O. BOND BEAM
2C
u - - - -- - - - - - - - - - - - - — — +15'-4" TRUSS
4k TRUSS
— — — — — — — — — --- — — — —
BEARING
ak BEARING
JL "y +15-6 3/4-
+16'-1 114*
T.O. BOND BEAM CONCRETE BEAM. . ..... VR
- - - - - - - T -- - - -- - rz- -- - - - --- - - - - --
SEE SCHEDULE
FOR ADDITIONAL INF.
CONCRETE BEAM. EKII
– SEE SCHEDULE r
FOR ADDITIONAL INF. I I ------ i
NIGHT DEPOSIT BOX
LOCATION – CONTRACTOR B-3 STEEL COLUMN.
TO COORDINATE OPENING EE SCHEDULE BOTTOM OF BOTTOM OF
CONCRETE COLUMN. J6 032* C/C 2'–lm �-4, 2– 1
WITH MANUFACTURER FOR ADDITIONAL INF.
tt CONCRETE COLUMN. BEAM BEAMr
– SEE SCHEDULE (TYPICAL) +8,-0*
FOR SIZE AND REINF. IT SEE SCHEDULE B-7 CONCRETE COLUMN. +8,–Ow
SEE SCHEDULE
FOR SIZE AND REINF.
----CONCRETE ATM LOCATION
FOR SIZE AND REINF.
COLUMN. CONTRACTOR
TOP OF SEE ATM LOCATION TO COORDINATE
SLAB SCHEDULE FOR CONTRACTOR TO OPENING WITH
G
0' –0"
SIZE AND REINF= COORDINATE OPENING MANUFACTURER
(ASSUMED) WITH MANUFACTURER
TOP OF TOP OF
SLAB d% SLAB
V1.0
0f-00 0,-0*
(ASSUMED) (ASSUMED)
Side Elevation
Scale: 1/4" = I'-(r
0
Scale: 1/4" = 1'-0"
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Ni n�
L-A r- -I
LOW
uj
"I Ck-
I
TRUSS BEARING
+16'-1 1/4"
BOTTOM OF BEAM
(3
0
B_s
V + 13'-4*
V)
STEEL COLUMN.
C-4
V)
00
6
– SEE
SCHEDULE FOR
ADDITIONAL INF;---
ATM LOCATION
CONTRACTOR TO
COORDINATE OPENING
WITH MANUFACTURER
AAk
TOP OF SLAB
6 s-00
(A1SV"FS0U7-
I 8
–U,ILDNG DE P
Sr""CT1JRAL
Covered Ent [y Elew.
le-:-1/4" = 1'4r
T.O. CONC. T.O. CONC.
d% BEAM d% BEAM
Y +23'-0" +23'-0"
BB-91 T.O. BOND BEAM
II
T.O. BOND BEAM
2C
u - - - -- - - - - - - - - - - - - — — +15'-4" TRUSS
4k TRUSS
— — — — — — — — — --- — — — —
BEARING
ak BEARING
JL "y +15-6 3/4-
+16'-1 114*
T.O. BOND BEAM CONCRETE BEAM. . ..... VR
- - - - - - - T -- - - -- - rz- -- - - - --- - - - - --
SEE SCHEDULE
FOR ADDITIONAL INF.
CONCRETE BEAM. EKII
– SEE SCHEDULE r
FOR ADDITIONAL INF. I I ------ i
NIGHT DEPOSIT BOX
LOCATION – CONTRACTOR B-3 STEEL COLUMN.
TO COORDINATE OPENING EE SCHEDULE BOTTOM OF BOTTOM OF
CONCRETE COLUMN. J6 032* C/C 2'–lm �-4, 2– 1
WITH MANUFACTURER FOR ADDITIONAL INF.
tt CONCRETE COLUMN. BEAM BEAMr
– SEE SCHEDULE (TYPICAL) +8,-0*
FOR SIZE AND REINF. IT SEE SCHEDULE B-7 CONCRETE COLUMN. +8,–Ow
SEE SCHEDULE
FOR SIZE AND REINF.
----CONCRETE ATM LOCATION
FOR SIZE AND REINF.
COLUMN. CONTRACTOR
TOP OF SEE ATM LOCATION TO COORDINATE
SLAB SCHEDULE FOR CONTRACTOR TO OPENING WITH
G
0' –0"
SIZE AND REINF= COORDINATE OPENING MANUFACTURER
(ASSUMED) WITH MANUFACTURER
TOP OF TOP OF
SLAB d% SLAB
V1.0
0f-00 0,-0*
(ASSUMED) (ASSUMED)
Side Elevation
Scale: 1/4" = I'-(r
0
Scale: 1/4" = 1'-0"
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•
Im
Ni n�
L-A r- -I
LOW
uj
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Ni n�
L-A r- -I
LOW
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r7
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(3
0
C,4
V)
C-4
V)
00
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