719_BC-PH2_SF505.pdf
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Text version
2"
1" 1"
1"
REINF CONT FOR
BOTH CONTROL OR
CONSTRUCTION
JOINT
CONSTRUCTION JOINT
AS APPLICABLE
SEE REINF NOTE
GRADE BEAM SEE FDN PLAN
2'
0"
JO
IN
T
SP
AC
IN
G A
S
IN
D
IC
AT
ED
SF505
REINF. NOTE:
8", 12" CONC WALLS: #7@12 EW EF UON
FOR VAULT WALL REINFORCING, AND
LOCATIONS CONSIDERED VAULT WALL,
SEE PLAN ON SB106.
SF505
CUT EVERY OTHER #5 AT JT
1" 1"
1" TY
P
2"
CL OF JOINT
1"
TY
P
2"
CL OF JOINT
3/4" SMOOTH DOWEL @ 2'-0"
GREASE AND SLEEVE ONE END OF
DOWEL
WALL REINFORCEMENT SEE
ELEVATION
WALL REINFORCEMENT SEE
ELEVATION
VERTICAL CONTROL JOINT VERTICAL CONSTRUCTION JOINT
TY
P
1"
TOP OF
WALL - SEE
ARCH DWGS
WALL REINFORCEMENT
SEE ELEVATION -
TYPICAL3"
TYP
1"
US Army Corps of Engineers ®
SHEET ID
U S
AR
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D R
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1 2 3 4 5
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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:
:0
PM
SF505
PHASE 2
C O
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FR
AM
IN
G T
YP
IC
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AI
LS
B
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TA
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1 1/2" = 1'-0"SF505
CONCRETE WALL HORIZ CONTROL OR
CONSTRUCTION JT
1/2" = 1'-0"SF505
1 TYPICAL CONCRETE WALL SECTION
1 1/2" = 1'-0"SF505
CONCRETE WALL VERTICAL CONTROL &
CONSTRUCTION JT
0'
SCALE: 1-1/2" = 1' - 0"
1' 2'
0' 2' 4' 6'
SCALE: 1/2" = 1' - 0"
1 1/2" = 1'-0"SF505
4 CONCRETE WALL DETAIL
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
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| SF505 - CONCRETE FRAMING TYPICAL DETAILS |
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