3280-20-S-2-101.pdf
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105' - 6 7/8"
3' - 0"18' - 0"
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11' - 5" 18' - 0" 18' - 0" 14' - 0" 18' - 0" 13' - 8"
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14' - 11 1/2"
/8
S-2-201
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19' - 4" 16' - 8" 18' - 0"
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S-2-102
18' - 0" 16' - 8"
S-2-201
S-2-201
S-2-201
CONTROL JOINT (TYP.)
CONTROL JOINT (TYP.)
3' - 8" 16' - 0" M.O.6' - 8"3' - 4" 20' - 0" 16' - 0" M.O. 16' - 0" 16' - 0" M.O. 10' - 8" 3' - 4" 1' - 8 5/8"
113' - 4 5/8"
218' - 11 1/2"
3' - 8" 3' - 4" M.O. 6' - 8" 16' - 0" M.O. 16' - 0" M.O.20' - 0" 16' - 0" 16' - 0" M.O. 10' - 8" 3' - 4" 1' - 8 5/8"
113' - 4 5/8" 75' - 4"
1' - 3"
M .O
M .O
M .O
M .O
/8
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/8
/2
/2
M .O
M .O
/8
5' - 0 17/32"10' - 2 27/32"
T.O. CONCRETE EL. 0'-0" ASSUMED
8" CONCRETE SLAB W/ #5" STEEL
REINFORMENT 12" O.C. EACH WAY
OVER 10 MIL. POLY VAPOR BARRIER
AND 6" CRUSHED STONE.
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -2'-0"
BOT. OF FTG.
EL. = -3'-8"
MANDATORY ISOLATION
JOINT (TYP. AT ALL COLUMN
LOCATIONS.)
MANDATORY ISOLATION
JOINT (TYP. AT ALL COLUMN
LOCATIONS.)
T.O. CONCRETE EL. 0'-0" ASSUMED
8" CONCRETE SLAB W/ #5" STEEL
REINFORCEMENT 12" O.C. EACH
WAY
OVER 10 MIL. POLY VAPOR
BARRIER AND 6" CRUSHED STONE.
CONTROL
JOINT (TYP.)
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -3'-8"
BOT. OF FTG.
EL. = -2'-0"
S-2-201
BOT. OF FTG.
EL. = -2'-4"
STEP FTG.
BOT. OF FTG.
EL. = -2'-4"
STEP FTG.
T.O. CONCRETE EL. 0'-0" ASSUMED
6" CONCRETE SLAB W/ WWR 4X4 W2.9X2.9
OVER 10 MIL. POLY VAPOR BARRIER AND 6"
CRUSHED STONE.
CONTROL
JOINT (TYP.)
S-2-201
BOT. OF FTG.
EL. = -1'-0"
STEP FTG.
BOT. OF FTG.
EL. = -2'-4"
STEP FTG.
BOT. OF FTG.
EL. = -2'-4"
BOT. OF FTG.
EL. = -2'-4"
STEP FTG.
STEP FTG. BOT. OF FTG.
EL. = -2'-4"
BOT. OF FTG.
EL. = -1'-0"
BOT. OF FTG.
EL. = -1'-0"
BOT. OF FTG.
EL. = -1'-0"
BOT. OF FTG.
EL. = -1'-0"
33' - 6" 1' - 6"5' - 4"33' - 6"1' - 6"
/2
/8
5' - 4" 46' - 4" 10' - 0" 8' - 0" 30' - 8 1/2" 1' - 3"1' - 11 3/8"
49' - 4 3/8" 13' - 0" 8' - 0" 30' - 8 1/2" 1' - 3"
/2
/8
S-2-201
S-2-201
S-2-201
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S-2-201
S-2-201
S-2-201
S-2-201
S-2-201
S-2-201
S-2-201
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S-2-201
S-2-201
S-2-201
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/2
/2
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:1
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S-2-101
M J C
M J C
D R
V
M J C
F M
S
F O
U N
D A
T I O
N P
L A
N
JULY 29, 2008
A R
M E
D F
O R
C E
S R
E S
E R
V E
C E
N T
E R
F
IE
L D
M A
IN
T
E N
A N
C E
S H
O P
-2
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
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