719_BC-PH2_SF425.pdf
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Text version
0"
FIRST FLOOR
12' - 0"
MEZZANINE
C E GD.3 E.6
C O
N T
JT
4'-0" DOWEL AT 1'-0" OC AT VERT CONST JT ONLY.
CAST END INTO ONE SIDE; GREASE AND SLEEVE OPPOSITE END
CONST JT
ALTERNATE CONT REINF EVERY
OTHER ROW AT CONT JT ONLY
(2) #5 T&B OF OPNGS TYP
(2)#5 JAMB BARS TYP
19' - 5"16' - 0"15' - 4"
C O
N
ST
J T
C O
N T
JT
C O
N
ST
J T
C O
N T
JT
C O
N T
JT
CONST JT
CONST JT
C O
N T
JT
9' - 6"9' - 4"
BASE BIDBID OPTION POOL
BASE BIDBID OPTION POOL
8'
2" 8'
0"
8'
0"
0"
FIRST FLOOR
12' - 0"
MEZZANINE
G L PN.2
16' - 0"12' - 10"
7" 22' - 1"20' - 0"12' - 0"
C O
N T
JT
4'-0" DOWEL AT 1'-0" OC AT VERT CONST JT ONLY.
CAST END INTO ONE SIDE; GREASE AND SLEEVE OPPOSITE END
ALTERNATE CONT REINF EVERY
OTHER ROW AT CONT JT ONLY
C O
N
ST
J T
CONST JT
CONST JT
CONST JT
C O
N
ST
J T
C O
N T
JT
C O
N T
JT
C O
N T
JT
0"
FIRST FLOOR
P R
C O
N T
JT
CONST JT
10' - 8"
ALTERNATE CONT REINF EVERY
OTHER ROW AT CONT JT ONLY
US Army Corps of Engineers ®
SHEET ID
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
4/
/2
3:
:5
PM
SF425
PHASE 2
C O
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AL
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AT
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G R
ID
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AT
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BM
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3/16" = 1'-0"SF425
1 CONCRETE WALL ELEVATION 17W
3/16" = 1'-0"SF425
2 CONCRETE WALL ELEVATION 17E
3/16" = 1'-0"SF425
CONCRETE WALL ELEVATION 17
(OPTION)
0'
SCALE: 3/16" = 1' - 0"
4' 8' 12' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
M
EN
T
-0 4-
1 6
| Sheets |
| SF425 - CONCRETE WALL ELEVATIONS GRID 17 |
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