DLA_RRAD_GPW_RTA_Drawings_2017-10-05_Part3.pdf
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| g18r0135_RFP_Final_v3.pdf | ||
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| DLA_RRAD_GPW_RTA_Drawings_2017-10-05_Part1.pdf | ||
| DLA_RRAD_GPW_RTA_Drawings_2017-10-05_Part2.pdf | ||
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D E F G
52'-3" 52'-3" 2'-10"
-- MATCHLINE -- -- MATCHLINE --S-105
-- MATCHLINE -- -- MATCHLINE --S-113
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S-301
24" MAT
#7@12" T&B
T
B
S-506
TYP
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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GPW - KEY PLAN
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A B
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A B
C D
A B
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A B
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REFER TO CIVIL DRAWINGS FOR SITE PLAN
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T T
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S-111
F O
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N
A R
E A
S W
-B
O
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READY TO ADVERTISE
1/8" = 1'-0"S-111
1 FOUNDATION PLAN - SW-B
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
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S C
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E
10/05/2017
A B C D
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-110
M
A T
C H
L
IN
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M A
T C
H L
IN
E
S
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S-301
S-301
FOOTING FOR
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S-302
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H S S9x9x1/4
H S S9x
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H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
7'-1" COORD w/ ARCH DWGS
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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GPW - KEY PLAN
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A B
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A B
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A B
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A B
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REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
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H D
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T
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T T
A Y
L O
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A N
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A U
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C B
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M M
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D L A
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R A
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P O
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W A
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F e d e ra l.c o m p ro j.
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H I- -A
ANNEX
S-112
F O
U N
D A
T I O
N P
L A
N
A R
E A
S W
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-112
1 FOUNDATION PLAN - SW-C
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
52'-3" 52'-3" 2'-10"
-- MATCHLINE -- -- MATCHLINE --S-111
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S-301
S-301
S-301
S-302
RAMP FOOTING
FOOTING FOR
STAIR AND
LANDING,
COORD w/
ARCH DWGS
S-302
SIM
S-302
SIM
S-301
24" MAT
#7@12" T&B
T
B
S-506
TYP
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
COORD w/ ARCH DWGS 7'-1"
/4
6'-10" 4'-1" 6'-10"
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
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C H
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N A
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N O
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B D
S O
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IC
IT
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N N
O
W G
-1 -D
-0
F
IL
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U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
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T F
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T W
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T H
T
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A S
A U
R B
A N
E K
A U
R B
A N
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C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
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P O
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W A
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H O
U S
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G P
W
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D R
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R A
R M
Y D
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R A
D
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X A
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S T
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H
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IT
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C H
IC
A
G O
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F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-113
F O
U N
D A
T I O
N P
L A
N
A R
E A
S W
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-113
1 FOUNDATION PLAN - SW-D
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
F JHG
2'-10" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-108
-- MATCHLINE -- -- MATCHLINE --S-116
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S-301
24" MAT
#7@12" T&B
T
B
S-506
1 TYP
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
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N E
D B
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S U
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S
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C H
E C
K E
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A N
S I 'D
F
IL
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N A
M E
IS
S
U E
D A
T E
C O
N T
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C T
N O
T
B D
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L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
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R
R A
D
T E
X A
S
S T
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C T
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A L
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H
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C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-114
F O
U N
D A
T
IO
N P
L A
N
A R
E A
S E
-A
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-114
1 FOUNDATION PLAN - SE-A
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
MLKJ
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-109
-- MATCHLINE -- -- MATCHLINE --S-117
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1 4 1
S-301
24" MAT
#7@12" T&B
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B
S-506
TYP
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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IT
A
T
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N N
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W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
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D R
IV
E
R A
R M
Y D
E P
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R
R A
D
T E
X A
S
S T
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C T
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A L
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IC
H
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A N
A V
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U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-115
F O
U N
D A
T
IO
N P
L A
N
A R
E A
S E
-B
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-115
1 FOUNDATION PLAN - SE-B
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
2'-10" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-114
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
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M A
T C
H L
IN
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S
-1
S-301
S-301
S-301
_____________________ 2 S-301
LOADING DOCK,
TYP
S-301
S-301
FOOTING FOR
STAIR & LANDING,
COORD w/ ARCH
DWGS 1
S-302
SIM
S-302
SIM
24" MAT
#7@12" T&B
T
B
S-506
1 TYP
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
H S S9x9x1/4
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x
9x 1/
7'-1" COORD w/ ARCH DWGS
ARCH DWGS
COORD w/ 7'-1"
/4
/4
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-116
F O
U N
D A
T
IO
N P
L A
N
A R
E A
S E
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-116
1 FOUNDATION PLAN - SE-C
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-115
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S-301
S-302
SIM
S-302
SIM
24" MAT
#7@12" T&B
T
B
S-506
TYP
FOOTING FOR
STAIR & LANDING,
COORD w/ ARCH
DWGS
H S S9x
9x 1/
H S S9x
9x 1/
H S S9x9x1/4
H S S9x9x1/4
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x9x5/16
H S S9x
9x 5/
H S S9x
9x 5/
H S S9x
9x 5/
1. FOR COLUMN SCHEDULE, SEE SHEET S-601.
2. FOR FOUNDATION SECTIONS, SEE SHEETS S-301 AND
S-302.
3. FOR STAIRS,RAMPS AND LANDINGS, SEE ARCH FOR
DIMENSIONS, SEE , FOR TYPICAL
SECTIONS.
4. FOR CONCRETE FLOOR FINISH - SEE TABLE ON S-101
5. FOR OTHER NOTES, SEE SHEETS S-101 AND S-001
THROUGH S-003.
SHEET NOTES:
/1 S-302 /2 S-302
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-117
F O
U N
D A
T
IO
N P
L A
N
A R
E A
S E
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-117
1 FOUNDATION PLAN - SE-D
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
M
K.6 L.7
0.2
54'-3"
/2
S-118
13'-10"
S-118
S-301
S-301
6'-2"
1"
FLOOR RECESS,
SEE ARCH DWG
NOTE: SEE ARCH DWGS FOR FLOOR SLOPING
AND DRAIN LOCATIONS IN TOILET AREAS.
24" MAT
#7@12" T&B
T
B 5 S-301
SIM
S-301
SIM
M
K.6 L.7
0.2
/2
54'-3"
S-118
CANOPY
BELOW,
SEE ARCH
13'-10"
/4
/4
/4
/4
/4
12'-9 1/4" 38LH SP7 12'-9 1/4"
12'-9 1/4" 38LH SP7 12'-9 1/4"
12'-9 1/4" 38LH SP7 12'-9 1/4"
12'-9 1/4" 38LH SP7
12'-9 1/4"
1/2" / 12"
PRECAST INSULATED
PANELS, SEE ARCH
R
12'-9 1/4" 38LH SP7 12'-9 1/4"
12'-9 1/4" 38LH SP7 12'-9 1/4"
ROOF
HATCH
CONC PLANK
BELOW, TYP
1/2" / 12"
S-118
SUPPORT FRAME
ATTACHED TO
B/JOIST FOR A/C UNIT
TYPICAL JOIST
END REACTION:
D=5 KIP
L=5 Kip
UPLIFT= 2 KIP
(0.6D+0.6W)
DESIGN PRECAST
WALL FOR LL=0.5 KLF
DESIGN PRECAST
WALL FOR LL=0.5 KLF
S-303
HIGH POINT LINE
FIRST FLOOR
0'-0"
JOIST BEARING
12'-9 1/4"
K.6 L.7
TORNADO
SAFE ROOM
54'-3"
M
IN
PRE-CAST PLANK
BEARING ON CMU
8" CMU WALL, SOLID
GROUTED w/ #5@16"
PRECAST INSULATED
PANELS, SEE ARCH DWGS
DOUBLE-PITCH
STEEL LH JOIST
S-118
S-301
S-505
5 TYP
S-503
7 TYP
B/ CONC
10'-0"
S-301
FIRST FLOOR
0'-0"
1 3 S-118
7'-4" 4'-8" 7'-3 1/4"
C O
O R
D w
A
R C
H
DESIGN LOADS:
DL = SELF WT
LL1 = 100 PSF
LL2 = 3.85 kip
(LL2 POINT LOAD TO
BE LOCATED FOR
MAX MOMENT AND
SHER, LL1 & LL2
NEED NOT BE
COMBINED)
UPLIFT = 175 PSF
(ASCE 7 STRENGTH)
M
IN
TORNADO
SAFE ROOM
TORNADO
SAFE ROOM
CMU
WALL
BEYOND
T Y
P
C L R
S-301
S-503
8 TYP
10'-0"
B/ CONC
17'-3"
T/ CONC
DECK
ZONE
FASTENER
AT SUPPORTS
# OF SIDE LAP
FASTENERS
3" TYPE-N 20-GA
24" COVERAGE
A (4) X-HSN-24 (2) #10 SCREWS
NOTES:
1. DECK END LAPS SHALL BE A MINIMUM OF 3" OVER SUPPORTS.
2. ATTACH DECK AT PERIMETER AS SHOWN IN DETAILS (6" o/c MAX).
3. X-HSN-24 POWDER ACTUATED FASTERNER (PAF) BY HILTI.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-118
F O
U N
D A
T
IO
N
R O
O F
P L A
N
A N
N E
X
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-118
1 FOUNDATION PLAN - ANNEX
1/8" = 1'-0"S-118
2 ROOF FRAMING PLAN - ANNEX
1/4" = 1'-0"S-118
3 ANNEX SECTION
1. SEE ADDITIONAL NOTES ON SHEET S-119
2. FOR ESTIMATING PURPOSES, USE THE FOLLOWING MATERIAL
QUANTITIES AT ANNEX STEEL ROOF:
STEEL DECK 3N 20-GA................. 2.75 PSF (3.50 TONS)
STEEL DB-PITCH JOIST................ 3.00 PSF (3.80 TONS)
STEEL JOIST BRIDGING............... 0.15 PSF (0.25 TONS)
STEEL MISC STEEL ...................... 0.15 PSF (0.25 TONS)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
1/4" = 1'-0"S-118
4 ANNEX SECTION (PARTIAL)
M A
R K
D E
S C
R
IP
T
IO
N D
A T
A
A
B
B
C
C
D
D
E
E
F
F
M
M
L
L
K
K
J
J
H
H
G
G
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
52'-3" 52'-3" 52'-3" 52'-3" 52'-3" 52'-3" 52'-3" 52'-3" 52'-3" 52'-3"
525'-4"
2'-10"
1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12"
HIGH
POINT
LINE
HIGH
POINT
LINE
DECK
ZONE
FASTENER
AT SUPPORTS
# OF SIDE LAP
FASTENERS
3" TYPE-N 20-GA
24" COVERAGE
A (4) X-HSN-24 (6) #10 SCREWS
(4) X-HSN-24 (4) #10 SCREWSB
NOTES:
1. DECK END LAPS SHALL BE A MINIMUM OF 3" OVER SUPPORTS.
2. ATTACH DECK AT PERIMETER AS SHOWN IN DETAILS (6" o/c MAX).
3. X-HSN-24 POWDER ACTUATED FASTERNER (PAF) BY HILTI.
PERIMETER
45 PSF
CORNER
65 PSF
18'-0"
18'-0"
18'-0"
18'-0"
CORNER
65 PSF
FIELD
25 PSF
FIELD
25 PSF
PERIMETER
45 PSF
ENTIRE
65 PSF
Annex
ROOF
ZONE
ACTUAL FIELD OF
ROOF PRESSURE
FACTORED
PRESSURE (SF=2)
< 30 PSF < 60 PSF
31 TO 45 PSF 61 TO 90 PSF
NOTES:
1. UPLIFT PRESSURE PER FM 1-28: APPENDIX C, 90 MPH WIND.
2. DATA ABOVE BASED ON FACTORY MUTUAL SHEETS 1-28 & 1-28R.
3. REFER TO PROJECT SPECIFICATIONS FOR ADDL REQUIREMENTS.
46 TO 65 PSF 91 TO 135 PSF
MIN FM APPROVAL
RATING NEEDED
1-60
1-90
1-135
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-119
R O
O F
F R
A M
IN
G
P L A
N
O V
E R
A L L
O
C T
READY TO ADVERTISE
1/32" = 1'-0"S-119
1 ROOF FRAMING PLAN - OVERALL
SHEET NOTES:
1. STEEL DECK SHALL BE 3" DEEP, TYPE "N" (DEEP WIDE RIB)
WITH MINIMUM 20 GAGE (0.0358 IN), FABRICATED FROM ASTM
A653 STEEL WITH MIN Fy = 33 KSI PER SJI REQUIREMENTS.
2. STEEL DECK SHALL BE DELIVERED WITH GALVANIZED FINISH
CONFORMING TO ASTM A653 WITH MINIMUM COATING CLASS OF
G-60 (0.60 oz/SQ FT). BOTTOM SURFACE SHALL BE PRIME-
PAINTED. SEE ARCH DWGS FOR ROOF DECK PAINT FINISH.
3. STEEL JOIST, JOIST GIRDERS AND BRIDGING SHALL BE
DELIVERED WITH STANDARD SHOP PAINT PRIMER
CONFORMING TO SSPC No. 15. SEE ARCH DWGS FOR JOIST &
JOIST GIRDER PAINT FINISH.
4. STEEL COLUMNS SHALL BE DELIVERED UNPRIMED. SEE ARCH
DWGS FOR INTUMESCENT PAINT & FINISH REQUIREMENTS.
5. STRUCTURAL FABRICATOR: A QUALIFIED FABRICATOR PER
AISC QUALITY CERTIFICATION PROGRAM AND DESIGNATED AS
AISC CERTIFIED PLANT, CATEGORY BU (FORMER STD).
6. STEEL INSTALLER: QUALIFIED PER AISC QUALITY
CERTIFICATION PROGRAM AND DESIGNATED AS AISC-
CERTIFIED ERECTOR, CATEGORY CSE.
7. FOR ESTIMATING PURPOSES, USE THE FOLLOWING MATERIAL
QUANTITIES AT GPW:
STEEL DECK 3N 20-GA................. 2.75 PSF (323 TONS)
STEEL LH & DBP JOIST................ 2.40 PSF (282 TONS)
STEEL JOIST GIRDERS................ 1.00 PSF (118 TONS)
STEEL JOIST BRIDGING............... 0.15 PSF (18 TONS)
STEEL HSS COLUMNS................. 0.90 PSF (106 TONS)
1" = 100'-0"S-119
2 ROOFING MATERIAL UPLIFT RATING
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
-- MATCHLINE -- -- MATCHLINE --S-122
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
40LH SP3 40LH SP1
53LH SP2
40LH SP3 40LH SP1
53LH SP2
40LH SP3 40LH SP3
53LH SP4
40LH SP5 40LH SP5
53LH SP6
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP5
40LH SP5B
40LH SP3
40LH SP5
40LH SP3B
40LH SP3
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP6
53LH SP4B
53LH SP4
R
T Y
P
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1/2" / 12"1/2" / 12"
SLOPE SLOPE
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-120
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N W
-A
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-120
1 ROOF FRAMING PLAN - NW-A
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
52'-3" 52'-3" 2'-10"
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
-- MATCHLINE -- -- MATCHLINE --S-123
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/8
S
P G
40LH SP1 40LH SP3
40LH SP1 40LH SP3
40LH SP3 40LH SP3
40LH SP5 40LH SP5
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP5
40LH SP3
40LH SP3
40LH SP5
40LH SP3B
40LH SP3
R
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-121
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N W
-B
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-121
1 ROOF FRAMING PLAN - NW-B
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-128
-- MATCHLINE -- -- MATCHLINE --S-120
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
40LH SP3 40LH SP1
53LH SP2
S
P G
40LH SP3
40LH SP3
40LH SP3 3
S
P G
/8
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1B
53LH SP2
53LH SP2
53LH SP2B
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
/4
40LH SP3 40LH SP1
53LH SP2
40LH SP3 40LH SP1
53LH SP2
40LH SP3 40LH SP1
53LH SP2
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-122
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N W
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-122
1 ROOF FRAMING PLAN - NW-C
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 2'-10"
-- MATCHLINE -- -- MATCHLINE --S-129
-- MATCHLINE -- -- MATCHLINE --S-121
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
40LH SP1 40LH SP3
S
P G
/4
S
P G
/8
S
P G
40LH SP1
40LH SP1
40LH SP1B
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/8
S
P G
40LH SP1 40LH SP3
40LH SP1 40LH SP3
40LH SP1 40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
R
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-123
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N W
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-123
1 ROOF FRAMING PLAN - NW-D
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL) SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
2'-10" 52'-3" 52'-3"
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
-- MATCHLINE -- -- MATCHLINE --S-126
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
S
P G
S
P G
/8
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
40LH SP3 40LH SP1
40LH SP3 40LH SP1
40LH SP3 40LH SP3
40LH SP5 40LH SP5
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP5
40LH SP3
40LH SP3
40LH SP5
40LH SP3B
40LH SP3
S-503
TYP
S-502
TYP
S-502
TYP
S-503
TYP
S-503
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-124
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N E
-A
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-124
1 ROOF FRAMING PLAN - NE-A
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-127
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
53LH SP2
40LH SP1 40LH SP3
53LH SP2
40LH SP1 40LH SP3
53LH SP4
40LH SP3 40LH SP3
53LH SP6
40LH SP5 40LH SP5
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP5
40LH SP3B
40LH SP3
40LH SP5
40LH SP3
40LH SP3
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP6
53LH SP4B
53LH SP4
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-125
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N E
-B
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-125
1 ROOF FRAMING PLAN - NE-B
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
2'-10" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-132
-- MATCHLINE -- -- MATCHLINE --S-124
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
40LH SP1
S
P G
40LH SP3
40LH SP3 3
S
P G
/8
S
P G
/4
40LH SP1
40LH SP1
40LH SP1B
S
P G
S
P G
/8
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
S
P G
S
P G
/8
S
P G
/4
40LH SP3 40LH SP1
40LH SP3 40LH SP1
40LH SP3 40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-126
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N E
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-126
1 ROOF FRAMING PLAN - NE-C
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL) SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-125
-- MATCHLINE -- -- MATCHLINE --S-133
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
40LH SP1 40LH SP3
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
40LH SP1
40LH SP1
40LH SP1B
40LH SP3
40LH SP3
40LH SP3
53LH SP2
53LH SP2
53LH SP2B
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
S
P G
53LH SP2
40LH SP1 40LH SP3
53LH SP2
40LH SP1 40LH SP3
53LH SP2
40LH SP1 40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-127
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
N E
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-127
1 ROOF FRAMING PLAN - NE-D
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-122
-- MATCHLINE -- -- MATCHLINE --S-130
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP1
53LH SP2
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-128
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S W
-A
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-128
1 ROOF FRAMING PLAN - SW-A
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 2'-10"
-- MATCHLINE -- -- MATCHLINE --S-123
-- MATCHLINE -- -- MATCHLINE --S-131
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S
P G
/4
S
P G
/8
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/8
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/8
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
R
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-129
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S W
-B
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-129
1 ROOF FRAMING PLAN - SW-B
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
-- MATCHLINE -- -- MATCHLINE --S-128
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
40LH SP3 40LH SP1
53LH SP2
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
53LH SP2
53LH SP2
53LH SP2
53LH SP2
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP3
53LH SP4
53LH SP2
53LH SP2
53LH SP2
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP5
40LH SP5
S
P G
/4
S
P G
/4
40LH SP3
40LH SP3
40LH SP5B
40LH SP5
53LH SP6
53LH SP4
53LH SP4
53LH SP6B
R
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-130
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S W
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-130
1 ROOF FRAMING PLAN - SW-C
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 2'-10"
-- MATCHLINE -- -- MATCHLINE --S-129
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
40LH SP1 40LH SP3
S
P G
/4
S
P G
/8
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/8
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/8
40LH SP3
40LH SP3
40LH SP5B
40LH SP5
40LH SP3
40LH SP3
40LH SP5
40LH SP5
S
P G
R
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
S-501
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-131
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S W
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-131
1 ROOF FRAMING PLAN - SW-D
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
2'-10" 52'-3" 52'-3"
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
-- MATCHLINE -- -- MATCHLINE --S-126
-- MATCHLINE -- -- MATCHLINE --S-134
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP1
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
R
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-132
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S E
-A
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-132
1 ROOF FRAMING PLAN - SE-A
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-127
-- MATCHLINE -- -- MATCHLINE --S-135
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP2
53LH SP2
53LH SP2
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP2
53LH SP2
53LH SP2
53LH SP2
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP2
53LH SP2
53LH SP2
53LH SP2
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
53LH SP2
53LH SP2
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-133
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S E
-B
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-133
1 ROOF FRAMING PLAN - SE-B
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
R
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
2'-10" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-132
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
40LH SP3 40LH SP1
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP1
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
/4
40LH SP1
40LH SP1
40LH SP1
40LH SP3
S
P G
S
P G
/8
40LH SP3
40LH SP3
40LH SP5
40LH SP5
S
P G
/4
40LH SP3
40LH SP3
40LH SP5B
40LH SP5
R
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
S-501
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-134
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S E
-C
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-134
1 ROOF FRAMING PLAN - SE-C
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
E
Q S
P A
C E
S A
T
52'-3" 52'-3" 52'-3"
-- MATCHLINE -- -- MATCHLINE --S-133
M
A T
C H
L
IN
E
M A
T C
H L
IN
E
S
-1
R
53LH SP2
40LH SP1 40LH SP3
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP2
53LH SP2
53LH SP2
53LH SP2
40LH SP1
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP4
53LH SP2
53LH SP2
53LH SP2
40LH SP1
40LH SP1
40LH SP1
40LH SP3
40LH SP3
40LH SP3
40LH SP3
40LH SP3
S
P G
S
P G
/4
S
P G
/4
S
P G
/8
53LH SP6
53LH SP4
53LH SP4
53LH SP6
40LH SP3
40LH SP3
40LH SP5B
40LH SP5
40LH SP3
40LH SP3
40LH SP5
40LH SP5
S
P G
S-503
TYP
S-503
TYP
S-503
TYP
S-502
TYP
S-502
TYP
SLOPE SLOPE
1/2" / 12" 1/2" / 12"
1. FOR COLUMN SCHEDULE, SEE SHEET .
2. FOR ROOF DECK TYPE & ATTACHMENT, SEE SHEET .
3. FOR WIND UPLIFT PRESSURES FOR ROOFING MATERIAL
ATTACHMENT,SEE SHEET .
4. FOR ROOF FRAMING DETAILS, SEE S-501 THROUGH S-503.
5. FOR STEEL JOIST AND JOIST GIRDER NOTES, SEE S-003.
SHEET NOTES:
S-601
S-119
S-119
TRUE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
GPW - KEY PLAN
NW NE
SW SE
A B
C D
A B
C D
A B
C D
A B
C D
REFER TO CIVIL DRAWINGS FOR SITE PLAN
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
ANNEX
S-135
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
S E
-D
O
C T
READY TO ADVERTISE
1/8" = 1'-0"S-135
1 ROOF FRAMING PLAN - SE-D
STEEL ELEVATIONS ARE SHOWN ON PLAN
RELATIVE TO ELEVATION 32'-4" (LOW COL)
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
FIRST FLOOR
0'-0"
A B C D E F MLKJHG
261'-3" 2'-10" 261'-3"
(2) 3-HR FIRE WALLS
w/ RATED OPNGS
EL +33'-5"
LOW PT
LATERAL
SUPPORT
52'-3" TYP
HIGH PT
LATERAL
SUPPORT
(4) 13'-0" PANELS
EXP JT
S-301
_____________________2 S-301
_____________________3 S-302
_____________________1 S-302
EL+37'-1"
T/WALL
EL +40'-7"
T/WALL
T/WALL
EL +37'-1"
NOTE: T/WALL IS TAKEN AT THE TOP OF
THE WOOD PARAPET NAILER
OVER THE CONCRETE WALL (SEE ARCH).
SIM TYP TYP
39'-4"
FIRST FLOOR
0'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
445'-6"
25'-6" BAY35'-0" TYP UNO
T/WALL
CONSTANT
EL +33'-5"
LATERAL
SUPPORT (3) 11'-7 1/4" PANELS (2) 12'-8 1/4"
PANELS
/4
EL +35'-7"
NOTE: T/WALL IS TAKEN AT THE TOP OF
THE WOOD PARAPET NAILER
OVER THE CONCRETE WALL (SEE ARCH).
FIRST FLOOR
0'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
445'-6"
25'-6" BAY35'-0" TYP
EL +33'-5"
LATERAL
SUPPORT
(3) 11'-7 1/4" PANELS
(2) 12'-8 1/4" PANELS
14'-0" COORD ALL
DOORS w/ ARCH
& PROVIDE
LINTELS.
3'-6"
14'-0" 14'-0"
3'-6"
1" = 20'-0"S-200
1 SOUTH ELEVATION (SIM AT NORTH)
1" = 20'-0"S-200
2 WEST ELEVATION (SIM AT EAST)
1" = 20'-0"S-200
3 FIRE SEPARATION WALL ON GRID F & G
(PANELIZATION NOT SHOWN, SOLID SECTION WITHOUT INSULATION)
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
S-200
S H
E A
R W
A L L E
L E
V A
T
IO
N S
O
C T
READY TO ADVERTISE
NOTE: REFER TO ARCHITECTURAL DWGS FOR DOOR/WINDOW OPENINGS; LOCATION AND SIZE OF
LOUVERS; SURFACE FINISH; PARAPET AND COPING TYPES; LOCATION AND SIZE OF EMBEDS FOR CANOPIES; INSULATION TYPE, THICKNESS AND R-VALUE FOR MULTI-WYTHE WALL PANELS; JOINT
SIZE AND LOCATION; CHAMFER AND REVEAL PROFILES.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
COL
SIDEWALK,
PAVEMENT
OR GRASS,
SEE CIVIL
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY BARRIER
3'-0" 2'-0"
PRECAST PANEL,
SEE ARCH DWGS
& NOTES ON S-003
7"
#7@12"
T&B EW
ADDL #7@12"
AT PERIMETER
(SEE NOTE)
S-504
C L R
SAME ELEV
-8
"4'-4" 1'-6"
#7 bend diagrams
CONT (4)#7
2 PER SIDE,
TYP
2-c
6-a
6-a 2-c
30'-0"25'-0"
MIN
NOTE: ADDL BARS SHALL BE STAGGERED
& PLACED BETWEEN UNIFORM BARS
w/ TOTAL REINF @7@6" o/c T&B
3"
FIRST FLOOR
0'-0"
PAVEMENT,
SEE CIVIL
M
IN
M
IN
2"
9'-1 1/4"
1'-4"
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY BARRIER
3'-0" 3'-0"
SLOPE B/ PIT AS REQ'D BY DOCK
LEVELER MFR. MIN SLOPE 1/8" PER
FT TOWARDS BLDG EXTERIOR.
COORD PIT LENGTH w/ MFR
#7@12" T&B EW
#7@6" T&B w/ BENDS
AS SHOWN, DOCK ONLY
3'-4" 1'-0"
-1
5'-0"
#7 bend diagrams
9'-10"
12'-0" 1'-10"
2'-2" 1'-10"
19-a 2-a
2-b
19-a 2-b 2-a
GALV L3x3x1/4 CURB ANGLE w/ 1/2" DIA x 4-
3/4" STUD @ 12", PAINT
SAFETY YELLOW
S-301
COL
2'-0"1'-4"
FIRST FLOOR
0'-0"
F G 2'-10"
7 1/2"
PRECAST PANEL,
SEE ARCH DWGS
& NOTES ON S-003
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY BARRIER
#7@12" T&B EW ADDL #7@12"x30'
(SEE NOTE)
REINF: SEE OPP SIDES-504
C L R
S A
M E
E L E
V
C L R
NOTE: ADDL BARS SHALL BE STAGGERED
& PLACED BETWEEN UNIFORM BARS
w/ TOTAL REINF @7@6" o/c T&B
FIRST FLOOR
0'-0"
0.2
#7@12"
T&B EW
ADDL #7@12"
AT PERIMETER
(SEE NOTE)
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY BARRIER
S-504
PRECAST PANEL,
SEE ARCH DWGS
& NOTES ON S-003
SIDEWALK,
PAVEMENT
OR GRASS,
SEE CIVIL
1'-0" 2'-0"
11"
C L R
C L R
19-b
#7 bend diagrams
9'-0"
19-b 2-d
12'-0"
1'-8" 1'-8"
2-d
SAME ELEV
FIRST FLOOR
0'-0"
3" COMPRESSIBLE MATERIAL BOARD
PLACED PER MFR INSTRUCTIONS,
SEE ARCH FOR DOOR THRESHOLDS
S-504
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY
BARRIER
#7@12" T&B EW
ADDL #7@12" T&B
AT PERIMETER
(SEE NOTE)
ADDL #7@12" AT
PERIMETER ONLY
(PLACE B/E
UNIFORM #7's)
UNIFORM #7@12"
T&B EW
2 3/4"1'-5"
3'-0" 2'-0" 2'-0" 1'-0"
19-b
2-d
6-a
PRECAST PANEL,
SEE ARCH DWGS
& NOTES ON S-003
2-c
SAME ELEV SAME ELEV
NOTE: ADDL BARS SHALL BE STAGGERED
& PLACED BETWEEN UNIFORM BARS
w/ TOTAL REINF @7@6" o/c T&B
FIRST FLOOR
0'-0"
S-301
COORD PIT WIDTH w/ MFR
7'-1"
T Y
P
3'-4"3'-4"
2'-0"2'-0"12" 12"
NON-EXPANSIVE
COMPACTED FILL
(SEE FDN NOTES)
6" CAPILLARY BARRIER
GALV L3x3x1/4 CURB ANGLE w/ 1/2" DIA x 4-3/4" STUD @
12", PAINT SAFETY YELLOW
2"
C L R
#7@6"
T&B EW
C L R
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T
B D
S O
L
IC
IT
A
T
IO
N N
O
W G
-1 -D
-0
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T R
E E
T F
O R
T W
O R
T H
T
E X
A S
A U
R B
A N
E K
A U
R B
A N
E K
C B
O W
E
K S
H E
R L O
C K
G P
W -D
M M
S .r v t
D L A
G E
N E
R A
L P
U R
P O
S E
W A
R E
H O
U S
E
G P
W
R E
D R
IV
E
R A
R M
Y D
E P
O T
R
R A
D
T E
X A
S
S T
R U
C T
U R
A L
N
. M
IC
H
IG
A N
A V
E S
U
IT
E
C H
IC
A
G O
, I L w w w .e x p
F e d e ra l.c o m p ro j.
n o C
H I- -A
S-301
M A
T F
O U
N D
A T
IO
N
S E
C T
IO
N
S
O
C T
READY TO ADVERTISE
1/2" = 1'-0"S-301
1 SECTION - TYP FDN CONSTRUCTION
1/2" = 1'-0"S-301
2 SECTION - TYP LOADING DOCK LEVELER
1/2" = 1'-0"S-301
3 SECTION - FDN AT FIRE WALL
1/2" = 1'-0"S-301
5 SECTION - ANNEX FDN CONSTRUCTION
1/2" = 1'-0"S-301
6 SECTION - GPW / ANNEX FDN INTERFACE
1/2" = 1'-0"S-301
4 SECTION - LOADING DOCK (TRANSVERSE)
M A
R K
D E
S C
R
IP
T
IO
N D
A T
#5@9"
#4 NOSING
BAR, TYP
PAVEMENT,
SEE CIVIL
6" CAPILLARY
BARRIER
PJF
STAIRS, SEE ARCH FOR
TREAD AND
RISER DIMS AND QUANTITY
SEE ARCH
2'-0"
# 4@12" T&B
(2) # 4 BARS T&B
CONTRACTOR'S OPTION:
INFILL WITH SOLID CONCRETE
S-302
FOOTING
BEYOND
SEE SECTION AT STAIR
LANDING FOR
REINFORCEMENT
#7 DWL x 1'-4" LG @ 12", CAST-IN OR POST-
INSTALLED USING
ADHESIVE SYSTEM AT
CONTRACTOR'S OPTION
NON-EXPANSIVE
COMPACTED FILL
FIRST FLOOR
0'-0"
S-302
MIN 2'-6" THICK NON-EXPANSIVE
COMPACTED FILL, THICKNESS
VARIES PER CIVIL GRADING
6" CAPILLARY BARRIER
#5@12" EW
IN CENTER OF SLAB
#4@12"
VERT, EF
#4@12"
HORIZ, EF
10" TYP
CONTRACTOR'S OPTION:
INFILL WITH SOLID CONCRETE
SEE ARCH
PAVEMENT,
SEE CIVIL
#4@12" T&B
CONT (2)#4 T&B
#5 @ 12"
DOWEL,
TYP
1 1/2" Ø PIPE GUARDRAIL POST
EMBDEDDED IN GROUT-FILLED
3 1/2" Ø PIPE SLEEVE x 6" LONG
(SEE SPECIFICATION 05 52 00), TYP
T Y
P
7"10"7"
TYP
FIRST FLOOR
0'-0"
14 4 S-302
NON-EXPANSIVE
COMPACTED FILL
6" CAPILLARY
BARRIER
BUILDING
FOUNDATION,
SEE /1 S-301
SEE SECTION FOR RAMP
REINFORCING
(2) #4
EDGE OF RAMP
WALL BEYOND
PJF
RAMP WALL
FOOTING
BEYOND
#7 DWL x 1'-4" LG @ 12", CAST-IN
OR POST-INSTALLED USING
ADHESIVE SYSTEM AT
CONTRACTOR'S OPTION
8"
S-302
NON-EXPANSIVE COMPACTED FILL
6" CAPILLARY BARRIER
#4@12", T&B, EW
PAVEMENT,
SEE CIVIL
T Y
P
PJF, TYP
T O
V A
R
IE
S
SEE ARCH
#4@12", T&B, EW,
TYP
#4@12"
VERT
EF, TYP
#4@12" HORIZ
EF, TYP
T/WALL
EL VARIES
SAW-CUT TRANSV
CONTROL JT @…
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