LD5AFCSB_07-S101_S-101---.pdf
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- W912ES-14-T-0141
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Text version
JOINT (TYP.)
CONSTRUCTION
#6 @ 12"
2'-0" (TYP.)
1'-3"
1/2 "
1'-0" (TYP.)
SEALANT
POURED JOINT
#6 @ 12"
#6 @ 12"
OF WORK)
(SEE SCOPE
GRANULAR FILL
180'-0"
PAINTED AND OILED
2'-6" LONG, ONE END
#6 DOWEL @ 12" C.C.,
(T
Y P
180'-0"
6'-0"
15'-0" (TYP.)
(T Y
P
C .C
M
IN
B
A
PLAN VIEW
B
A
JOINT DETAIL
CONTRACTION JOINT PLACED EVERY 15' O. C.
STORAGE BUILDING CONCRETE SLAB LAYOUT
STORAGE BUILDING CONCRETE SLAB
SECTION
STORAGE BUILDING CONCRETE SLAB
SECTION
S O
L
IC
IT
A T
IO
N N
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F
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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P L
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C A
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P L
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D A
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M A
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IP
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C O
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R A
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
U .S
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N S A
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F O
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J L F
S-101
L D
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F C
S B -S
S -1
D G
N of Engineers
US Army Corps a u t o t im e xxx District
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