A.2.11.3 W9128A22R0016 Drawings (Part 2 of 4).pdf
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- Solicitation number
- W9128A22R0016
About this file
This document provides details on a federal solicitation for the renovation and repair of Building 300 at Helemano Military Reservation to support the Multi-Domain Task Force #3. The U.S. Army Corps of Engineers, Honolulu District intends to issue a solicitation for a firm-fixed-price construction contract between $50 million to $100 million. The project scope involves renovating and repairing Building 300 to accommodate the relocation of the 307th ESB and co-occupancy with the MDTF. Work includes installing a new elevator, UPS, emergency generator, utility extensions, communications and site infrastructure upgrades, lighting, fencing and landscaping. The period of performance is 912 calendar days. Award will be made using lowest priced technically acceptable evaluation criteria of experience, past performance, technical approach and price. The NAICS code is 236220 and small business size standard is $39.5 million annual average revenue. The solicitation documents will be issued through SAM and all offerors must register in SAM.
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101112131415C15D
F
MA
MB
MC
MD
ME
MF
MG
P
M10 M9 M8 M7 M6 M5 M4 M3 M2 M1
TYP.
22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 7' - 2" 9' - 8" 5' - 4"
92' - 0"
TYP.
UNO.
MATCHLINE
/H1 S-131
6' - 0"
6' - 0" 6' - 0"
W8X18
W X
T Y
P
5 EQ SPACES
25' - 6"
4 EQ SPACES
22' - 2"
4 EQ SPACES
22' - 2"
A1
S-506
TYP
TYP.
TYP.
TYP.
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) 6" ELEVATED CONC SLAB TO REMAIN.
4. (E) 5" REINF. CONC. SLAB ON GRADE TO REMAIN.
5. (E) CONC. WALL, TYP.
6. (E) 6" REINF CONC. SLAB ON GRADE TO REMAIN.
7. MECH. EQUIPMENT PAD PER DETAIL E6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
8. CONCRETE SOG PER DETAILS A6/S-502. SLAB THICKNESS TO MATCH
(E) SOG.
9. 4" MECH. EQUIPMENT PAD PER DETAIL . VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. W BM TO (E) CONC. BM CONNECTION PER DETAIL .
11. W BM TO W BM CONNECTION PER DETAIL .
/E6 S-501
/A6 S-502
/A6 S-501
/E15 S-507
/J1 S-507
1. SEE GENERAL SHEET NOTES ON S-111.
2. MIDDLE WING 1ST FLOOR FINISH ELEV = -4' 1 1/2" (1135.71 AMSL), UNO.
3. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN
CONCRETE ROOF PER DETAIL . SEE MECHANICAL
DEMOLITION DRAWINGS FOR APPROXIMATE LOCATION OF
ABANDONED OPENINGS IN CONCRETE ROOF.
/E12 S-502
CONCRETE EQUIPMENT PAD
CONCRETE SLAB
EXISTING ELEVATED CONC SLAB TO REMAIN
RACEWAY IN SOG PER A1/S-502/A1 S-506
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
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IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
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F
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PLAN
NORTH
B
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/U
S H
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S A
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B u ild in g
/R
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B L D
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S .r v t
/2
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:3
:3
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S-112
S T
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C T
U R
A L P
L A
N
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ID
D L E
W
IN
G
S
T F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"A1
1ST FLOOR FRAMING PLAN - MIDDLE WING
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
101112131415C15D
MA
MB
MC
MD
ME
MF
MG
P
M10 M9 M8 M7 M6 M5 M4 M3 M2 M1
22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 7' - 2" 9' - 8" 5' - 4"
92' - 0"
TYP.
TYP.
MATCHLINE
/H1 S-141
1. (E) CONC. COLUMN TO REMAIN, TYP
2. (E) CONC. BEAM TO REMAIN, TYP.
3. (E) CONC ROOF, TYP.
1. SEE GENERAL SHEET NOTES ON S-111.
2. MIDDLE WING 1ST FLOOR FINISH ELEV = -4' 1 1/2" (1135.71 AMSL), UNO.
3. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN
CONCRETE ROOF PER DETAIL . SEE MECHANICAL
DEMOLITION DRAWINGS FOR APPROXIMATE LOCATION OF
ABANDONED OPENINGS IN CONCRETE ROOF.
/E12 S-502
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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E
C
A
D A
T E
M A
R K
D E
S C
R
IP
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IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
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K
H
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B
PLAN
NORTH
B
IM
/U
S H
I_ D
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B u ild in g
/R
Y J_
B L D
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S .r v t
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:3
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S-113
S T
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C T
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A L P
L A
N
M
ID
D L E
W
IN
G
R O
O F
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
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R Y
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GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'1/8" = 1'-0"A1
ROOF FRAMING PLAN - MIDDLE WING
2 1
TYP.
EA
EB
EC
ED
EE
E1E2E3E4
14' - 8 1/2" 6' - 3" 14' - 8 1/2"
35' - 8"
W X
W6X9
(E
W
X D
C O
N C
B M
V
IF
(E
W
X D
C O
N C
B M
V
IF
MATCHLINE
/A1 S-131
A1
S-303
A12
S-303
L3X3X5/16
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
A1
S-204
A1
S-204
C W
.2
C W
.2
D2
W X
EQ EQEQ EQ
TYP.
TYP.
TYP.
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) REINF. CONC. SLAB ON GRADE TO REMAIN.
4. (E) 8" THICK ELEVATED CONCRETE SLAB TO REMAIN, VIF
5. (E) CONC. WALL, TYP.
6. (E) CONC. ROOF, TYP.
7. REINFORCE PENETRATION IN (E) CONC. EYEBROW PER DET. .
8. FTG W/ #6 @ 9" O.C. EA. WAY AT BOT. #5 @ 12" O.C. EA. WAY AT TOP. TIE
INTO (E) FOOTING W/ EPOXY DOWELS. NEW FTG. TO MATCH (E) FTG. WIDTH,
UNO. SEE DETAILS E14/S-504.
9. ASSUMED MINIMUM SIZE OF (E) FOOTINGS. NO AS-BUILT AVAILABLE.
CONTRACTOR MUST VERIFY IN FIELD. INFORM CONTRACTING OFFICER OF
ANY DISCREPANCIES.
10. HSS 6X6X3/8 COL.
11. INSTALL STEEL BEAM BELOW REMAINING PEDESTRIAN WALKWAY COVERAGE
PER J11/S-507. END CONNECTION TO (E) COLUMNS PER A15/S-507. BEAMS,
PLATES, AND CONNECTION HARDWARE MUST BE HOT DIP GALVANIZED.
12. NOT USED.
13. PROVIDE NEW BOUNDARY ELEMENT AROUND OPENING PER DETAIL A16/S-506.
14. CONCRETE SOG PER DETAILS A6/S-502. SLAB THICKNESS TO MATCH
(E) SOG.
15. 4" MECH. EQUIPMENT PAD PER DETAIL . VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
16. MECH. EQUIPMENT PAD PER DETAIL E6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUREMENTS.
17. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL J6/S-507.
18. W BM TO CONC WALL CONNECTION PER DETAIL F7/S-507.
/A16 S-506
/E14 S-504
/J11 S-507 /A12 S-507
/A6 S-501
/A6 S-502
/J6 S-507
/F7 S-507
/A1 S-501
1. SEE GENERAL SHEET NOTES ON S-111.
2. INDICATE METAL DECKING FOR TYPE: SEE F10/S-508.
FOR ATTACHMENT SEE J10/S-508.
DX /F10 S-508
/J10 S-508
CONCRETE WALL
CONCRETE SOG
CONCRETE EQUIPMENT PAD
1'-6" CONC. TOPPING ABOVE (E) FTG PER DETL E1/S-503
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX
/E1 S-503
/F1 S-502
[-3'-0"] APPROXIMATE TOP OF EXISTING CONCRETE FOOTING, VIF
2 1
F
TYP.
EA
EB
EC
ED
EE
E1E2E3E4
14' - 8 1/2" 6' - 3" 14' - 8 1/2"
35' - 8"
TYP.
MATCHLINE
/A1 S-121
A1
S-303
A12
S-303
TYP.
4' - 8"
14' - 2 1/2"
5' - 8"
CW6 CW6
CW6 CW6
CW6 CW6
A1
S-204
A1
S-204
F1
S-509
TYP.
TYP.
[-3'-0"]
2 1
F
TYP.
EA
EB
EC
ED
EE
E1E2E3E4
14' - 8 1/2" 6' - 3" 14' - 8 1/2"
35' - 8"
W X
MATCHLINE
/A1 S-141
A1
S-303
A12
S-303
W6X9
L3X3X5/16
A1
S-204
A1
S-204
D1
W X
SLOPE
DN 1/2":1'
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
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S H
I_ D
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B u ild in g
/R
Y J_
B L D
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S .r v t
/2
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:3
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P
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S-114
S T
R U
C T
U R
A L P
L A
N
E A
S T
W
IN
G
F O
U N
D A
T
IO
N
N
D F
L O
O R
R
O O
F
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
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S T
S U
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E
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O N
O L U
L U
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A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
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H
W A
F
W A
-1 -D
-0
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1/8" = 1'-0"A7
2ND FLOOR FRAMING PLAN - EAST WING
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16' 0 4' 8' 16' 1/8" = 1'-0"A12
FOUNDATION PLAN - EAST WING
1/8" = 1'-0"A1
ROOF FRAMING PLAN - EAST WING
1. SEE GENERAL SHEET NOTES ON S-111.
1. (E) FOOTING TO REMAIN, TYP.
2. FTG W/ #6 @ 9" O.C. EA. WAY AT BOT. #5 @ 12" O.C. EA. WAY AT TOP. TIE INTO
(E) FOOTING W/ EPOXY DOWELS. NEW FTG. TO MATCH (E) FTG. WIDTH, UNO.
SEE DETAILS AND .
3. (E) CONC. GRADE BEAM TO REMAIN, TYP.
4. FTG PER A10/S-503.
5. CONCRETE WALL TOP CONNECTION PER .
6. 2'-0"X2'-0" DEEP CONCRETE SUMP PIT AT CORNER OF ELEVATOR PIT SLAB.
PROVIDE (2) #5X4'-0" DIAGONAL BARS AT CORNER OF SLAB. PROVIDE
(2) #5X4'-0" DIAGONAL BARS @ 3"O.C. TOP & BOTTOM OF ELEVATOR PIT SLAB.
7. 16" X 18" CONC. COL PER A10/S-503.
8. NOT USED.
9. (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL, TO
REMAIN, TYP.
10. INFILL (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL
WITH CONCRETE PER L12/S-502.
11. BOTTOM OF WALL FOOTING TO MATCH BOTTOM OF ADJACENT (E) FOOTING.
/E1 S-504 /E6 S-504
/A10 S-503
/A10 S-503
/L11 S-502
/F7 S-509
89A9B101112131415C15D
D
E
F
TYP.
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
7 TYP.
D.7
M A
T C
H L
IN
E
A
S
-1
M A
T C
H L
IN
E
A
S
-1
MATCHLINE
/A1 S-111
[-12'-10"] [-12'-9"] [-12'-9"] [-12'-0"] [-10'-10"]
[-12'-2"] [-12'-2"] [-10'-10"][-12'-5"][-12'-10"]
[-13'-2"] [-13'-0"] [-12'-8"] [-12'-2"]
[-11'-2"]
2' - 0"
2' - 0"
A10
S-503 2' - 6"
3' - 0" 3' - 0"
2' - 0"
2' - 0"
(-10'-10")
(-10'- 4")
(-9'-10") (-9'- 4") (-8'- 10") (-7'- 10")
(-11'-10") (-11'-10") (-10'- 4") (-9'-10")
(-9'- 4") (-8'-10") (-7'-10")
TYP.
10 9 9
TYP.
7' - 0"
F1
S-509 F1
S-509
F1
S-509
T/FTG = - 11' - 4"
/2
/2
/2
/2
S-401
A1
[-13'-7"](-9'-10")
CW8
A12
S-201
CW8.25
C W
B
C W
B
C W
B
CW8.25 CW8.25
A1
S-201
A1
S-201
SIM.
SIM. SIM.
(-7'-10")
3 TYP.
2' - 0"2' - 0"
4 4 4 4
CW8B CW8B
5 5
5 5
7 6 5 4 3 2 18
D
E
F
TYP.
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
MATCHLINE
/A12 S-114
[-9'-8"] [-9'-0"] [-8'-2"] [-7'-6"] [-7'-0"] [-6'-4"] [-5'-10"]
[-5'-6"][-6'-0"][-6'-7"][-7'-2"][-7'-10"][-8'-7"][-9'-4"]
[-9'-10"] [-9'-1"] [-8'-4"] [-7'-8"] [-6'-6"] [-6'-0"]
2' - 0" 2' - 0" 2' - 0" 2' - 0"
2' - 6"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
[-7'-2"]
2' - 0" 2' - 0"
TYP.
2' - 0"
TYP.
2' - 0"
T Y
P
T Y
P
3' - 0"
3' - 0"
3' - 0"
(-6'-10") (-6'- 4") (-5'- 4") (-5'- 4") (-5'- 4") (-5'- 4") (-5'- 4")
(-6'-10") (-6'- 4") (-5'- 4") (-5'- 4") (-5'-10") (-5'-4") (-5'-4")
4 TYP.
/2
/2
/2
CW8.25 CW8.25
CW8.25
CW8.25
2' - 6" 2' - 6"
3 TYP.
A1
S-203
A1
S-203
A1
S-203
A10
S-203
/4
/4
4 4 4 4 4 4 4
CONCRETE WALL
TOP OF EXISTING CONCRETE FOOTING
BOTTOM OF EXISTING GR. BM
1'-6" CONC. TOPPING ABOVE (E) FTG PER DETL . /E1 S-503
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-121
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
A
B
F O
U N
D A
T
IO
N
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
1/8" = 1'-0"H1
FOUNDATION PLAN - SECTION B
0 4' 8' 16'
0 4' 8' 16'
1/8" = 1'-0"A1
FOUNDATION PLAN - SECTION A
[-6'-0"]
(-5'-4")
2. SECTION C BASEMENT FINISH FLOOR EL = -9' - 10" (1130 AMSL).
1. (E) FOOTING TO REMAIN, TYP.
2. FTG W/ #6 @ 9" O.C. EA. WAY AT BOT. #5 @ 12" O.C. EA. WAY AT TOP. TIE INTO
(E) FOOTING W/ EPOXY DOWELS. NEW FTG. TO MATCH (E) FTG. WIDTH, UNO.
SEE DETAILS E1/S-504 AND E6/S-504.
3. (E) CONC. GRADE BEAM TO REMAIN, TYP.
4. FTG PER A10/S-503.
5. (E) REINF. CONC. SLAB ON GRADE TO BE REPLACED AS NECESSARY.
SEE DETAILS A6/S-502 AND F16/S-502.
6. 16" X 18" CONC. COL PER A10/S-503.
7. (E) CONC. WALL, TYP.
8. NOT USED.
9. NOT USED.
10. NOT USED.
11. BOTTOM OF WALL FOOTING TO MATCH BOTTOM OF ADJACENT (E) FOOTING.
12. MECH. EQUIPMENT PAD PER DETAIL E6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
13. 4" MECH. EQUIPMENT PAD PER DETAIL . VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
14. SLAB OPENING REINFORCEMENT PER DETAIL .
/E1 S-504 /E6 S-504
/A10 S-503
/A10 S-503
/A6 S-502 /E16 S-502
/E6 S-501
/A6 S-501
/F13 S-509
15C15D16171819202122
D
E
F
1 2
TYP.
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
[-15'-1"] [-14'-8"] [-15'-0"] [-14'-0"] [-14'-9"] [-13'-7"]
[-15'-9"] [-14'-4"] [-14'-8"] [-13'-8"] [-13'-5"] [-14'-3"]
[-13'-0"][-14'-11"][-15'-0"][-15'-2"][-14'-10"][-16'-3"]
2' - 0"2' - 0"
A10
S-503 13
F1
S-509
16' - 0"
3' - 0"
3' - 0"
2' - 3"
2' - 0" 2' - 0" 2' - 0" 2' - 0"
2' - 0"
2' - 3"
(-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4")
2' - 0"
(-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4") (-12'-4")
ARMS ROOM ARMS ROOM ARMS ROOM
F1
S-509
TYP. SIM
/2
/2
TYP
2' - 0"
TYP
2' - 0"
TYP
A9
S-202
CW8.25
A9
S-202
CW8.25
CW8A CW8A CW8A CW8A
CW8A CW8A CW8A
C W
A
C W
A
C W
A
C W
A
CW8.25 CW8.25
A9
S-202 A9
S-202
TYP.
A1
S-202
ARMS
ROOM
/2
/2
CW8.25ATYP
15' - 3"
CW8A
C W
A
F1
S-509
TYP
TYP
4 4 4
8"
CW8
9" 9"
TYP.
C W
A
CONCRETE WALL.
TOP OF EXISTING CONCRETE FOOTING.
BOTTOM OF EXISTING GR. BM.
CONCRETE SOG AS NECESSARY.
1'-6" CONC. TOPPING ABOVE (E) FTG PER DETL .
CONCRETE WALL PER SCHEDULE .
/E1 S-503
/F1 S-502
15C15D16171819202122
D
E
F
D.7
14 14
A10
S-509
TYP.
8" CONC. SLAB W/
#4@9" E.W. BOTTOM,
#4@18" E.W. TOP
A10
S-509
TYP.
A16
S-509
A16
S-509
8" CONC. SLAB W/
#4@9" E.W. BOTTOM,
#4@18" E.W. TOP
A6
S-509
A6
S-509
A6
S-509
A6
S-509
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-122
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
C
B A
S E
M E
N T
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16' 1/8" = 1'-0"A1
FOUNDATION AND BASEMENT PLAN - SECTION C
[-14'-9"]
(-12'-4")
CWXX
1/8" = 1'-0"H1
ARMS ROOM CEILING SLAB PLAN
DN
89A9B101112131415C15D
D
E
F
Q
T.O.C. PIT = - 6' - 8"
EQ EQ EQ
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
D.7
(E
W x D
B M
(E
W x D
B M
(E
W x D
B M
W X
W X
W X
TYP.
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
M A
T C
H L
IN
E
A
S
-1
M A
T C
H L
IN
E
A
S
-1
S-401
A15
A15
S-402
A9
S-402
S-401 L10
W X
W8X10
TYP. UNO.
W X
W X
W X
W X
MATCHLINE
/A1 S-112
/2
/2
/2
/2
S-401
A1
CW8
A12
S-201
CW8.25
CW8.25 CW8.25
CW8A CW8A
C W
A
C W
A
C W
A
A1
S-201
A1
S-201
A1
S-402
ARMS ROOM ARMS ROOM
H1
S-402
6 6
A6
S-301
TYP.
TYP.
TYP.
T.O.C. RAMP PER ARCH
T.O.C. RAMP PER ARCH
1. SEE GENERAL SHEET NOTES ON S-111.
CONCRETE WALL.
SHEET METAL ABOVE SLAB PER DETAIL
CONCRETE EQUIPMENT PAD
CONCRETE WALL PER SCHEDULE
/K14 S-509
CWXX /F1 S-502
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL TO REMAIN, TYP.
6. CONCRETE WALL BOTTOM CONNECTION PER AND TOP CONNECTION
PER . DOOR HEADER PER .
7. HSS8X8X1/2 COL, TYP.
8. NOT USED.
9. NOT USED.
10. NOT USED.
11. MECH. EQUIPMENT PAD PER DETAIL E6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
12. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
13. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
14. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
15. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/K3 S-509 /F7 S-509
/E6 S-501
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
/A1 S-509
7 6 5 4 3 2 18
D
E
F
EQ EQ EQ
EQ EQ EQ
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
E
Q S
P A
C E
S T
Y P
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
MATCHLINE
/A12 S-114
W X
W X
W X
W8X10
TYP. UNO.
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
/2
/2
A1
S-203
CW8.25
A1
S-203
CW8.25
A1
S-203
CW8.25 CW8.25
A10
S-203
TYP.
TYP.
TYP.
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-131
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
A
B
S
T F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"H1
1ST FLOOR FRAMING PLAN - SECTION B
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
0 4' 8' 16'
1/8" = 1'-0"A1
1ST FLOOR FRAMING PLAN - SECTION A
15C15D16171819202122
D
E
F
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"
D.7
TYP. UNO.
W X
W X
W X
W X
W X
W X
W X
W X
W X
TYP.
M A
T C
H L
IN
E
H
S
-1
W8X10
"6
CW8.25
A9
S-202
CW8.25
A9
S-202
CW8.25
A9
S-202
CW8.25
A9
S-202
TYP.
TYP.
E
Q S
P A
C E
S T
Y P
A1
S-302
W X
W X
W X
W X
TYP.
TYP.
TYP.
CONCRETE WALL
CONCRETE EQUIPMENT PAD
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL TO REMAIN, TYP.
6. REINFORCE PENETRATION IN (E) CONC. EYEBROW PER DET. .
7. HSS8X8X1/2 COL, TYP.
8. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
9. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
10. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
11. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
/A1 S-501
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-132
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
C
S
T F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
1ST FLOOR FRAMING PLAN - SECTION C
D
E
F
Q
EQ EQ
E
Q S
P A
C E
S T
Y P
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
D.7
TYP.
M A
T C
H L
IN
E
A
S
-1
M A
T C
H L
IN
E
A
S
-1
MATCHLINE
/A1 S-113
S-401
A15
A9
S-402
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W8X10
TYP. UNO.
10 A6
S-301
" 7
S-401
A1
CW8
A12
S-201
CW8.25
CW8.25 CW8.25
A1
S-201
A1
S-201
SLOPE
DN 1/2":1'
TYP.
TYP.
TYP.
1. SEE GENERAL SHEET NOTES ON S-111.
CONCRETE WALL
CONCRETE EQUIPMENT PAD
REINFORCEMENT BELOW SLAB PER DETAIL /K14 S-509
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL, TYP.
6. NOT USED.
8. HSS8X8X1/2 COL. TYP.
9. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. 6" CONC. ROOF W/ #5 @9" O.C. EW BOTTOM.
11. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
12. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
13. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
7 6 5 4 3 2 18
D
E
F
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
EQ EQ EQ
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
MATCHLINE
/A7 S-114
W X
W X
W X
W X
W X
W X
W X
W X
W8X10
TYP. UNO.
W X
W X
W X
W X
W X
W X
W X
W X
"6
A1
S-203
CW8.25
A1
S-203
CW8.25
A1
S-203
CW8.25
A10
S-203
CW8.25
TYP.
TYP.
TYP.
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-141
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
A
B
N
D F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"H1
2ND FLOOR FRAMING PLAN - SECTION B
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
0 4' 8' 16'
2ND FLOOR FRAMING PLAN - SECTION A
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL, TYP.
6. NOT USED.
8. HSS8X8X1/2 COL. TYP.
9. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. 6" CONC. ROOF W/ #5 @9" O.C. EW BOTTOM.
11. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
12. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
13. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
15C15D16171819202122
D
E
F
EQ EQ
E
Q S
P A
C E
S T
Y P
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W8X10
TYP. UNO.
"6
A9
S-202
CW8.25
A9
S-202
CW8.25
A9
S-202
CW8.25
A9
S-202
CW8.25
A1
S-302
TYP.
TYP.
TYP.
CONCRETE WALL
CONCRETE EQUIPMENT PAD
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:4
P
M
S-142
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
C
N
D F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
2ND FLOOR FRAMING PLAN - SECTION C
E
F
Q
EQ EQ
E
Q S
P A
C E
S T
Y P
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
D.7
TYP.
M A
T C
H L
IN
E
A
S
-1
M A
T C
H L
IN
E
A
S
-1
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W8X10
TYP. UNO.
W X
W X
S-401
A1
CW8 CW8.25
A12
S-201
A1
S-201
A1
S-201
CW8.25 CW8.25
TYP.
TYP.
TYP.
1. SEE GENERAL SHEET NOTES ON S-111.
CONCRETE WALL
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL, TYP.
6. NOT USED.
7. NOT USED.
8. HSS8X8X1/2 COL. TYP.
9. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
11. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
12. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
7 6 5 4 3 2 18
D
E
F
EQ EQ
E
Q S
P A
C E
S T
Y P
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
EQ EQ EQ
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
MATCHLINE
/A1 S-114
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W8X10
TYP. UNO.
W X
"6
A1
S-203
CW8.25
A1
S-203
CW8.25
A1
S-203
CW8.25
A10
S-203
CW8.25
TYP.
TYP.
TYP.
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-151
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
S A
B
R
D F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"H1
3RD FLOOR FRAMING PLAN - SECTION B
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
0 4' 8' 16'
3RD FLOOR FRAMING PLAN - SECTION A
CONCRETE WALL
CONCRETE WALL PER SCHEDULE F1/S-502 CWXX /F1 S-502
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) TWO-WAY 6" CONC. SLAB TO REMAIN, TYP.
4. (E) ONE-WAY 6" CONC. SLAB TO REMAIN, TYP.
5. (E) CONC. WALL, TYP.
6. NOT USED.
7. NOT USED.
8. HSS8X8X1/2 COL. TYP.
9. 4" MECH. EQUIPMENT PAD PER DETAIL A6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. W BM TO (E) CONC. BM/WALL CONECTION PER DETAIL A15/S-507.
11. W BM TO W BM CONNECTION PER DETAIL J1/S-507.
12. W BM TO (E) CONC BM CONNECTION @ STEPPED SLAB PER DETAIL .
/A6 S-501
/A12 S-507
/J1 S-507
/J15 S-507
15C15D16171819202122
D
E
F
EQ EQ EQ
EQ EQ
E
Q S
P A
C E
S T
Y P
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"
D.7
TYP.
M A
T C
H L
IN
E
H
S
-1
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
"6
CW8.25
A9
S-202
CW8.25
A9
S-202
CW8.25
A9
S-202
A9
S-202
CW8.25
A1
S-302
TYP.
TYP.
TYP.
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-152
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
C
R
D F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
3RD FLOOR FRAMING PLAN - SECTION C
D
E
F
TYP.
TYP.
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
D.7
M A
T C
H L
IN
E
M A
T C
H L
IN
E
S-401
A1 A12
S-201
A1
S-201
A1
S-201
1. (E) CONC. COLUMN TO REMAIN, TYP
2. (E) CONC. BEAM TO REMAIN, TYP.
3. (E) CONC ROOF, TYP.
T R
U E
N
C B A
MW EW
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-161
S T
R U
C T
U R
A L P
L A
N
S E
C T
IO
N
A
B
R O
O F
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
ROOF FRAMING PLAN - SECTION B
T.O. (E) FDN
SEE PLAN
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
22' - 9"
(E) FND, TYP.
A11
S-301
ROUGHEN
SURFACE AND
APPLY A BONDING
AGENT PRIOR TO
PLACING CONC,
TYP.
#5 @ 12" E.F.
PER SCHEDULE
LAP SPLICE
E .F
(E) 6" THICK
CONC. WALL +
6" THICK CONC. WALL
13 12
22' - 9"
12 11
COVERED PASSAGE FLR
T/CONC =
P E
R S
C H
L
A P
S P
L
IC
E
#5 @ 12" E.F.
E .F
8 1/4" THICK
CONCRETE WALL
8 1/4" THICK
CONCRETE WALL
(E) 6" THICK
CONC. WALL +
6" THICK CONC. WALL
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
A11
S-301
A1
S-504
A6
S-504
(E) CONC BEAM, TYP
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
PER SCH.
LAP SPLICE
DOWEL WHERE
(E) COLUMN
OCCURS, TYP.
CONTINUOUS REBAR
BEYOND (E) COLUMN, TYP.
T Y
P
FOOTING
EXTENSION, TYP.
8" TYP.
PER SCH.
LAP SPLICE DOWEL PER
E1/S-503, TYP./E1 S-503
T Y
P
A1
S-504
OPP. HND
A6
S-504
OPP. HND
P E
R S
C H
L
A P
S P
L
IC
E
#5 HOOKED DOWEL TO
MATCH VERT. REINF, TYP.
T.O. (E) FDN
SEE PLAN
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
22' - 9"
(E) FND.
(E) CONC COL.
A6
S-301
(E) CONC. COL.
TYP.
#5 @ 12" E.F.
PER SCHEDULE
LAP SPLICE
E .F
P E
R S
C H
E D
U L E
L A
P S
P L
IC
E
8 1/4" THICK
CONCRETE WALL
P E
R S
C H
L
A P
S P
L
IC
E
(E) CONC.
EYEBROW
A1
S-504
(E) CONC BEAM, TYP
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
PER SCH.
LAP SPLICE
DOWEL WHERE (E)
COLUMN OCCURS,
TYP.
CONTINUOUS
REBAR BEYOND
(E) COLUMN, TYP.
STEPPED FOOTING
EXTENSION, TYP.
RE: E1/S-501
8" TYP.
8" TYP.
/E1 S-501
DOWEL PER
E1/S-503, TYP./E1 S-503
T Y
P
PER SCH.
LAP SPLICE
A1
S-504
OPP. HND
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-201
C O
N C
R E
T E
W A
L L E
L E
V A
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
0 2' 4' 8'1/4" = 1'-0"A1
ADDED SHEAR WALL ELEV - SECTION B @ GRID F
1/4" = 1'-0"A12
TYP. ADDED SHEAR WALL ELEV - SECTION B @
GRID D
0 2' 4' 8'
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
22' - 9"
(E) FND.
(E) CONC COL.
A1
S-301
(E) CONC. COL.
TYP.
#5 @ 12" E.F.
PER SCHEDULE
LAP SPLICE
E .F
P E
R S
C H
L
A P
S P
L
IC
E
8 1/4" THICK
CONCRETE WALL
P E
R S
C H
E D
U L E
L A
P S
P L
IC
E
(E) CONC.
EYEBROW
BASEMENT
T/CONC = -9' - 10"
(E) CONC BM,
TYP.
#5 @ 12" E.F.
PER SCHEDULE
LAP SPLICE
E .F
8 1/4" CONC. WALL +
(E) 8" CONC. WALL
A1
S-504
A14
S-504
(E) CONC BEAM, TYP
PER SCH.
LAP SPLICE
T Y
P
DOWEL WHERE
(E) COLUMN
OCCURS, TYP.
CONTINUOUS
REBAR BEYOND (E)
COLUMN, TYP.
FOOTING EXTENSION
WHERE OCCURS.
RE: PLAN
8" TYP.
8" TYP.
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
DOWEL PER
E1/S-503, TYP./E1 S-503
PER SCH.
LAP SPLICE
T Y
P
A1
S-504
A14
S-504
OPP. HND
OPP. HND
#5 HOOKED DOWEL TO
MATCH VERT. REINF, TYP.
T.O. (E) FDN
SEE PLAN
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
23' - 3"
(E) FND.
(E) CONC COL.
A1
S-302
(E) 8" CONC.
WALL, TYP.
BASEMENT
T/CONC = -9' - 10"
(E) CONC BM,
TYP.
PER SCH.
LAP SPLICE
E .F
S
T A
G G
E R
E D
P E
R S
C H
L
A P
S P
L
IC
E
8 1/4" CONC. WALL
15D 16
(E) CONC BEAM, TYP
PER SCH.
LAP SPLICE
FOOTING EXTENSION
WHERE OCCURS.
RE: PLAN
#4 @ 9" E.F.
STAGGERED
DOWEL WHERE
(E) COLUMN
OCCURS, TYP.
L7
S-504
(E) 10" CONC.
WALL
(E) 10" CONC WALL
P E
R S
C H
L
A P
S P
L
IC
E
PER ARCH.
3' - 4" R.O.
DOWEL PER
E1/S-503, TYP./E1 S-503 PER SCH.
LAP SPLICE T
Y
P
(2) #7 VERT. EXTEND
3'-0" BEYOND OPENING
L7
S-504
OPP. HND
#5 DOWELS @ 6"
EMBED 6" W/ EPOXY
ADHESIVE. DO NOT
CUT/DAMAGE (E) REBARS
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-202
C O
N C
R E
T E
W A
L L E
L E
V A
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
F S
IL
V
A
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
0 2' 4' 8' 1/4" = 1'-0"A9
TYP. ADDED SHEAR WALL ELEV - SECTION C
0 2' 4' 8'1/4" = 1'-0"A1
ADDED SHEAR WALL ELEV - SECTION C
@ ARMS ROOM
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
22' - 9"
(E) FND, TYP.
(E) CONC BM, TYP.
(E) CONC COL, TYP.
A16
S-301
ROUGHEN
SURFACE AND
APPLY A BONDING
AGENT PRIOR TO
PLACING CONC,
TYP.
#5 @ 12" E.F.
PER SCH.
LAP SPLICE
E .F
P E
R S
C H
L
A P
S P
L
IC
E
8 1/4" THICK
CONCRETE WALL
P E
R S
C H
L
A P
S P
L
IC
E
A1
S-504
(E) CONC BEAM, TYP
DOWEL WHERE (E)
COLUMN OCCURS, TYP.
PER SCH.
LAP SPLICE
CONTINUOUS REBAR
BEYOND (E) COLUMN, TYP.
FOOTING
EXTENSION, TYP.
FOOTING EXTENSION
WHERE OCCURS.
RE: PLAN
FOOTING EXTENSION
WHERE OCCURS.
RE: PLAN
8" TYP. 8" TYP.
MECH DUCT OPENING
PER . COORDINATE W/
MECH. PLANS FOR SIZE AND
LOCATION.
/L1 S-502
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
DOWEL PER
E1/S-503, TYP./E1 S-503
PER SCH.
LAP SPLICE T
Y P
A1
S-504
OPP. HND
T.O. (E) FDN
SEE PLAN
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
22' - 9"
(E) FND, TYP.
(E) CONC BM, TYP.
(E) CONC COL, TYP.
A16
S-301
ROUGHEN
SURFACE AND
APPLY A BONDING
AGENT PRIOR TO
PLACING CONC,
TYP.
#5 @ 12" E.F.
PER SCH.
LAP SPLICE
E .F
P E
R S
C H
L
A P
S P
L
IC
E
8 1/4" THICK
CONCRETE WALL
P E
R S
C H
L
A P
S P
L
IC
E
2 1
A1
S-504
A1
S-504
(E) CONC BEAM, TYP
DOWEL WHERE (E)
COLUMN OCCURS, TYP.
PER SCH.
LAP SPLICE
CONTINUOUS REBAR
BEYOND (E) COLUMN, TYP.
FOOTING
EXTENSION, TYP.
FOOTING EXTENSION
WHERE OCCURS.
RE: PLAN
8" TYP. 8" TYP.
(2) #7 VERT. EXTEND
3'-0" BEYOND OPENING
L14
S-504
PER ARCH.
5' - 1 1/4" R.O.3' - 0"
(E) 10" CONC. WALL
+ 6 3/4" CONC. WALL
(E) CONC.
EYEBROW
DOWEL PER
E1/S-503, TYP./E1 S-503 PER SCH.
LAP SPLICE T
Y
P
A1
S-504
OPP. HND
A1
S-504
OPP. HND
#5 HOOKED DOWEL TO
MATCH VERT. REINF, TYP.
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-203
C O
N C
R E
T E
W A
L L E
L E
V A
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/4" = 1'-0"A1
TYP. ADDED SHEAR WALL ELEV - SECTION A
0 2' 4' 8' 1/4" = 1'-0"A10
ADDED SHEAR WALL ELEV - SECTION A AT BRIDGE
EAST WING 1ST FLR
T/CONC = 0' - 0"
EAST WING 2ND FLR
T/CONC = 9' - 10"
EAST WING ROOF
B/CONC = 19' - 8"
(E) FND, TYP.
(E) CONC BM, TYP.
8 1/4" THICK
CONCRETE WALL
(E) CONC BEAM, TYP
EC ED
22' - 9"
PER SCH.
LAP SPLICE
E .F
#5 @ 12" E.F.
A7
S-302
EAST WING, T.O. (E) FDN
V.I.F.
DOWEL WHERE
(E) COLUMN
OCCURS, TYP.
PER SCH.
LAP SPLICE
CONTINUOUS REBAR
BEYOND (E) COLUMN,
TYP.
FOOTING
EXTENSION, TYP.
PER SCH.
LAP SPLICE
#5 @ 12" E.F.
L7
S-504
SIM
(E) CONC BEAM, TYP
MECH DUCT OPENING PER
. COORDINATE W/
MECH. PLANS FOR SIZE
AND LOCATION.
/L1 S-502
8" TYP. 8" TYP.
PER SCH.
LAP SPLICE T
Y P
" DOWEL PER
E1/S-503, TYP./E1 S-503
L7
S-504
SIM
OPP. HND
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-204
C O
N C
R E
T E
W A
L L E
L E
V A
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
F S
IL
V
A
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/4" = 1'-0"A1
TYP. ADDED SHEAR WALL AT EAST WING
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG
8 1/4" CONC. SHEAR
WALL
8 1/4" CONC. SHEAR WALL
DEMO (E) CONC.
EYEBROW
8 1/4" CONC. SHEAR WALL
DEMO (E) CONC.
EYEBROW
GRADE EL = VARIES
GRADE EL = VARIES
S-505
A1
S-505
A6
S-505 A6
S-505 E8
S-504
E6
T.O. (E) FDN, BEYOND
SEE PLAN
DEMO (E) 8" CMU
& WINDOW
DEMO (E) 8" CMU
& WINDOW
DEMO (E) 8" CMU
& WINDOW
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG
8 1/4" CONC. SHEAR WALL
8 1/4" CONC. SHEAR WALL
8 1/4" CONC. SHEAR WALL
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
BASEMENT FLR
T/CONC = -9' - 10"
GRADE EL = VARIES
(E) 8" CONC. RETROFIT
WALL TO REMAIN
DEMO (E) CONC. EYEBROW
DEMO (E) 8" CMU
& WINDOW
DEMO (E) 8" CMU
& WINDOW
DEMO (E) CONC. EYEBROW
DEMO (E) 8" CMU
& WINDOW
DEMO (E) CONC. EYEBROW
S-505
A1
S-505
A6
S-505
A6
S-505
J14
S-504 E1
T.O. (E) FDN, BEYOND
SEE PLAN
NOTE:
WHERE INDICATED, SAWCUT AND REMOVE (E) CONC. EYEBROW TO THE FACE OF (E) CONC
BEAM. CUT/BURN OFF ALL EXPOSED EXISTING REINFORCING BARS 3/4" INTO CONCRETE.
APPLY ZINC RICH CORROSION INHIBITOR TO CUTOFF REINFORCING BAR ENDS AND PATCH
HOLES WITH EPOXY MORTAR TO NEAT FINISH.
8 1/4" CONC. SHEAR WALL
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
DEMO (E) 8" CMU
& WINDOW
8 1/4" CONC. SHEAR WALL
DEMO (E) CONC. EYEBROW
DEMO (E) 8" CMU
& WINDOW
DEMO (E) 8" CMU
& WINDOW8 1/4" CONC. SHEAR WALL
DEMO (E) CONC. EYEBROW
GRADE EL = VARIES
GRADE EL = VARIES
S-505 A1
S-505 A6
S-505 A6
S-505
E8
S-504
E6
T.O. (E) FDN, BEYOND
SEE PLAN
-F
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG
1ST FLR
T/CONC = 0' - 0"
2ND FLR
T/CONC = 9' - 10"
3RD FLR
T/CONC = 19' - 8"
ROOF
T/CONC = 29' - 6"
DEMO (E) CONC. EYEBROW
8 1/4" CONC. SHEAR WALL
ROUGHEN SURFACE AND
APPLY A BONDING AGENT
PRIOR TO PLACING CONC,
TYP.
DEMO (E) 8" CMU
& WINDOW
DEMO (E) 8" CMU
& WINDOW
(E) 6" CONC. RETROFIT
WALL TO REMAIN 6" CONC. SHEAR WALL
W/ #4 @ 9" E.W., E.F.
STAGGERED
GRADE EL = VARIES
COVERED PASS SLAB
T/CONC. = - 4' - 2"
S-505
A1
S-505 A6
S-505 E1
S-505
A15
S-504 E6
T.O. (E) FDN, BEYOND
SEE PLAN
(E) CONCRETE COVER OVER
PASSAGE. TO REMAIN.
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
M
S-301
C O
N C
R E
T E
W A
L L S
E C
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
0 2' 4' 8' 0 2' 4' 8' 1/4" = 1'-0"A6
TYP. ADDED SHEAR WALL
AT SECTION B @ GRID D
1/4" = 1'-0"A1
TYP. ADDED SHEAR WALL AT SECTION C
1/4" = 1'-0"A16
TYP. ADDED SHEAR WALL AT SECTION A
0 2' 4' 8' 1/4" = 1'-0"A11
TYP. ADDED SHEAR WALL
AT SECTION B @ GRID F
E4E1
S-505
K8
S-505 K8
SIM
S-504 E14
EAST WING ROOF
B/CONC = 19' - 8"
EAST WING 2ND FLR
T/CONC = 9' - 10"
EAST WING 1ST FLR
T/CONC = 0' - 0"
(E) CONC. EYEBROW TO REMAIN
(E) CONC. EYEBROW TO REMAIN
GRADE EL = VARIES
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG
EAST WING, T.O. (E) FDN, BEYOND
T/CONC = V.I.F.
NOTE:
WHERE INDICATED, SAWCUT AND REMOVE (E) CONC. EYEBROW TO THE FACE OF (E) CONC
BEAM. CUT/BURN OFF ALL EXPOSED EXISTING REINFORCING BARS 3/4" INTO CONCRETE.
APPLY ZINC RICH CORROSION INHIBITOR TO CUTOFF REINFORCING BAR ENDS AND PATCH
HOLES WITH EPOXY MORTAR TO NEAT FINISH.
D
ROOF
T/CONC = 29' - 6"
3RD FLR
T/CONC = 19' - 8"
GRADE EL = VARIES
2ND FLR
T/CONC = 9' - 10"
1ST FLR
T/CONC = 0' - 0"
BASEMENT FLR
T/CONC = -9' - 10"
T.O. (E) FDN, BEYOND
SEE PLAN
S-504 E14
S-505
K8
SIM
(E) 8" CMU WALL TO REMAIN
(E) 8" CMU WALL TO REMAIN
(E) 8" CMU WALL TO REMAIN
FOOTING BETWEEN
(E) SQ FTGS. TIE
GRADE BEAM TO FTG.
SIM
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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IN
E
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K E
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U E
D A
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C O
N T
R A
C T
N O
S O
L
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A
T
IO
N N
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
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M A
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D E
S C
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IP
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F ile
P a th
P lo t D a te
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P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
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S-302
C O
N C
R E
T E
W A
L L S
E C
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
R C
H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/4" = 1'-0"A7
TYP. ADDED SHEAR WALL AT EAST WING
0 2' 4' 8' 0 2' 4' 8' 1/4" = 1'-0"A1
ADDED SHEAR WALL AT SECTION C @ ARMS
ROOM
H S
S X
X
/8
H S
S 4X
4X 1/4
5' - 0"
S-508
F1
BEAM PER PLAN.
H S
S 4X
4X 1/
5' - 0"
CONC. PEDESTAL
BEAM PER PLAN.
(E) CONC. WALL FTG
V.I.F
CONC. PEDESTAL CONC. PEDESTAL CONC. PEDESTAL
S-508 A5
NOTE: COLUMNS, BRACES, BEAMS, BASE PLATE, AND ALL CONNECTION HARDWARE MUST BE HOT DIP GALVANIZED.
S-508 A5
EAST WING ROOF
B/CONC = 19' - 8", VIF
EAST WING 2ND FLR
T/CONC = 9' - 10", VIF
EAST WING 1ST FLR
T/CONC = 0' - 0", VIF
EAST WING, T.O. (E) FND
T/CONC = VIF
TYP.
TYP.
S-508
F1SIM.
FEA
S-508 A1
SAWCUT AND REMOVE
(E) CONC. EYEBROW
BEFORE POURINGSHEAR
WALL
BEAM PER PLAN.
BEAM PER PLAN.
S-508 A1
TYP.
CONC. PEDESTAL
CONC ON MTL
DECK PER PLAN.
T.O.S. EL
17' - 7"
T.O.S. EL
9' - 5 1/2"
8 1/4" CONC.
SHEAR WALL
S-508 A10
2ND FLR
T/CONC = 9'-10"
3RD FLR
T/CONC = 19' - 8"
S-508 A10
1ST FLR
T/CONC = 0'-0"
SAWCUT AND REMOVE
(E) CONC. EYEBROW
BEFORE POURING SHEAR
WALL
EAST WING, T.O. (E) FND
T/CONC = VIF
S-508 A5
EAST WING, 1ST FLR
T/CONC = 0'-0", VIF
EAST WING, 2ND FLR
T/CONC = 9'-10", VIF
EAST WING, ROOF
B/CONC = 19'-8", VIF
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
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B Y
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C H
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K E
D B
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D A
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C O
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N O
S O
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A
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N N
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3 5 7 9 11 13 15 17 19
L
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E
C
A
D A
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M A
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D E
S C
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IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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M
K
H
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D
B
B
IM
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S H
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S A
C E
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F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
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S-303
B R
ID
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M A
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M
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A
R Y
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H O
N O
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T R
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B L D
G
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T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
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S T
S U
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E
H
O N
O L U
L U
H
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A D
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W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
M A
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H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
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F Y
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D T
F
B
U
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D
IN
G
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1/2" = 1'-0"A1
BRIDGE SECTION
0 1' 2' 4' 1/2" = 1'-0"A12
BRIDGE SECTION
0 1' 2' 4'
DN
SLOPESLOPE
D Q
PROVIDE DOWELS W/ STANDARD
HOOK TO MATCH VERTICALS EACH SIDE
OF OPENING EXTEND DOWELS TO
BOTTOM OF NEW FOUNDATION (TYP.)
(2) #7 VERT. CONT. EA
SIDE OF OPENING, TYP.
(2) #5 X4' - 0" @
CORNERS (TYP.)
8" 8' - 7 1/2" 8 1/4"
(2) #4 X
TOP & BOTTOM EXTEND
FULL WIDTH OF WALL TYP.
10' - 2 1/4"
RAMP SEE, S-402
11121314
D
Q
S-401
A15
S-504 L1
A15
S-402
A9
S-402
2'-0"X2'-0"X2'-0" DEEP CONCRETE
SUMP PIT AT CORNER OF ELEVATOR
PIT SLAB. PROVIDE (2) #5X4'-0"
DIAGONAL BARS AT CORNER OF
SLAB. PROVIDE (2) #5X4'-0" DIAGONAL
BARS @ 3" O.C. TOP & BOTTOM OF
ELEVATOR PIT SLAB.
A6
S-301
RAMP
CW8.25B
C W
.2
B
C W
.2
B
C W
.2
B
S-401
A1
A1
S-402
H1
S-402
10 1/2" 20' - 4 3/4"
8' - 10" 9' - 6"
/2
W8X28 HOIST
BEAM (BELOW)
6" CONC. ROOF.
W/ #5 @ 9" O.C.
E.W. BOTTOM
E10
S-401
TYP
S
L O
P E
D N
/2
13 14
FINISH GRADE
PER CIVIL
(2) #5 X4' - 0" @
CORNERS (TYP.)
(2) #4 X TOP & BOTTOM
EXTEND FULL WIDTH
OF WALL TYP.
#4 X
STIRRUPS @ 9" (TYP.)
(2) #7 VERT. CONT. EA
SIDE OF OPENING, TYP.
PROVIDE DOWELS W/ STANDARD
HOOK TO MATCH VERTICALS
EACH SIDE OF OPENING EXTEND
DOWELS TO BOTTOM OF NEW
FOUNDATION (TYP.)
#5 @ 12" E.F, (TYP.)
(E) CONC. BM. (TYP.)
1ST FLR
0' - 0"
2ND FLR
9' - 10"
3RD FLR
19' - 8"
ELEVATOR PIT
-6' - 8"
PER SCHED
LAP SPLICE
L1
S-504
(E) CONC. EYEBROW
1'-6" TOPPING
(E) FOUNDATION
(E) GRADE BEAM
(E) CMU WALL
A1
S-504
A9
S-401
A10
S-505
8"
8"
T.O. MACHINE ROOM FLOOR
-5' - 0"
(2) #5 X4' - 0" @
CORNERS (TYP.)
STRUCTURAL FILL
PER ARCH. TYP.
4' - 6 1/2" R.O.
P E
R A
R C
H T
Y P
R .O
8"
SCHEDULE
LD PER
12x12x5/8 STEEL EMBED PLATE W/ (4) 3/4"Ø x 6" LONG
ANCHORS SPACED AT 8" O.C.
HOIST BEAM,
WHERE OCCURS
1/4
PL. 1/2"x4" W/ (2) 7/8"
DIA. A325 BOLT
NOTE:
REFER TO A10/S-508 FOR CONNECTION INFORMATION NOT SHOWN./A10 S-508
T.O.S. EL
PER MANUF.
CONC WALL
RE: PLAN
CONC ROOF
RE: PLAN
2' x 2' SUMP, WHERE
REQUIRED, TO BE
MONOLITHIC WITH
PIT SLAB
8' - 9"
3' - 11 1/2"
1' - 0"
6 1/2"
10"
8 1/4" CONC.
WALL RE: PLAN
(E) FOUNDATION
(E) 10" CONC.
GRADE BEAM
#6 @ 9" O.C.
E.W. T & B
D
/2
"6"
#5 DOWELS @ 6"
EMBED 6" w/
EPOXY ADHESIVE
C L R
STRUCTURAL FILL
ROUGHEN SURFACE AND
APPLY A BONDING AGENT
PRIOR TO PLACING CONC PAD
ELEVATOR PIT
-6' - 8"
8"
SCHEDULE
LD PER
7'-6"
ADDED #4X @ 12" O.C. TOP
(2) #4 CONT.
CONC WALL
RE: PLAN
CONC ROOF
RE: PLAN
D
SLOPE
DN 1/2":1'-0"
3' - 6"
F15
S-401
6" CONC. ROOF.
W/ #5 @ 9" O.C.
E.W. BOTTOM
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
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N E
D B
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S U
B M
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B Y
S
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C H
E C
K E
D B
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A N
S I D
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S
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D A
T E
C O
N T
R A
C T
N O
S O
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IC
IT
A
T
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N N
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L
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E
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A
D A
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M A
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D E
S C
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IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
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S H
I_ D
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S A
C E
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D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
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S-401
E L E
V A
T O
R E
L E
V A
T
IO
N S
P
L A
N S
H E
L E
M A
N O
M
IL
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A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
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T R
IC
T
B L D
G
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O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
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S T
S U
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O N
O L U
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A D
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W .T
S
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K H
A G
H
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H I
K H
A G
H
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H I
M A
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H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
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T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/4" = 1'-0"A15
ELEVATOR WALL ELEVATION-2
0 2' 4' 8' 0 2' 4' 8'
1/8" = 1'-0"L10
ELEVATOR PLAN @ PIT
0 4' 8' 16'
1/8" = 1'-0"J15
ELEVATOR PLAN @ ROOF
0 4' 8' 16'
1/4" = 1'-0"A1
ELEVATOR WALL ELEVATION-1
3/4" = 1'-0"E10
SECTION
1/2" = 1'-0"A9
ELEVATOR PIT WALL SECTION
0 1' 2' 4'
3/4" = 1'-0"F15
SECTION MACHINE ROOM ROOF
1/8" = 1'-0"J10
MACHINE ROOM ROOF PLAN
Q
(3) #4 CONT.
#4 EA WAY
@ 12" O.C., TYP.
@ 6" O.C., TYP.
#4 @12" O.C.
E.W.
#4 x
METAL RAILING
PER ARCH.
DOWELS TO MATCH
WALL REINF., SIZE
& SPACING
#5 @ 12" O.C.
FINISH GRADE
PER CIVIL
P E
R S
C H
E D
T Y
P
L A
P S
P L
IC
E
M
IN
2' - 0"
6" CONCRETE RAMP TYP.
2 3/4" MIN.
POST IN 6" EMBED W/
NON-SHRINK GROUT.
#5 CONT. EDGE
REINFORCING BAR ALONG
METAL RAILING, TYP.
NOTE: EMBEDDED PORTION OF POST TO BE PROTECTED WITH CATALYZED POLYURETHANE.
T/RAMP
VARIES
EQ EQ
T Y
P
6" CONCRETE
WALL
EQ EQ
6" CONCRETE
WALL
T Y
P
TYP.
9"
Q
#4 x
@ 6" O.C., TYP.
#4@12"O.C.
E.W.
#4 EA WAY
@ 12" O.C., TYP.
MACHINE ROOM
WALL PER L10/S-401
FINISH GRADE
PER CIVIL
TYP.
2 3/4" MIN.
#5 CONT. EDGE
REINFORCING BAR ALONG
METAL RAILING, TYP.
TYP
3" CLR
(3) #4 CONT
#5@12"O.C.
T/RAMP
VARIES
T Y
P
C L R
1' - 0".
T Y
P
C L R
6" CONCRETE
WALL
EQ EQ
/L10 S-401
METAL RAILING
PER ARCH.
1ST FL
0' - 0"
BASEMENT FL
-9' - 10"
FINISH GRADE
PER CIVIL
H1
S-402
6" CONC WALL
STEPPED FOOTING
PER DET. E1/S-501
(E) COL TO REMAIN
(E) FDN TO REMAIN
FTG PER
PLAN
8" CONC
WALL
(E) GRADE BEAM
TO REMAIN
3' - 0"
TYP.
3' - 0"
T Y
P
1' - 0" MIN.
1' - 0" MIN.
4' - 0"
1ST FL
0' - 0"
Q
FINISH GRADE
PER CIVIL
A1
S-402
(E) 12" GRADE
BEAM TO REMAIN
(E) CONC SLAB
1/2" FLEXIBLE
FILLER MATERIAL
6" CONC SLAB
(E) 8" GRADE BEAM
TO REMAIN, VIF
#4 DOWELS @ 9"
EMBED 6" W/ EPOXY
ADHESIVE
#4 HOOKED DOWEL
TO MATCH VERT
REINF.
#4@12" E.W
(E
F D
N M
A T
C H
#5 DOWELS @ 6"
EMBED 6" W/
EPOXY ADHESIVE
6" CONCRETE
WALL
EQ EQ
US Army Corps of Engineers ®
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IN
E
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S
D R
A W
N B
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D E
S
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B Y
S
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C H
E C
K E
D B
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A N
S I D
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S
U E
D A
T E
C O
N T
R A
C T
N O
S O
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IC
IT
A
T
IO
N N
O
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
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D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
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S A
C E
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D T
F
B u ild in g
/R
Y J_
B L D
G D
M M
S .r v t
/2
/2
:3
:5
P
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S-402
R A
M P
E L E
V A
T
IO
N S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
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S T
S U
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O N
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A D
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W .T
S
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K H
A G
H
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H I
K H
A G
H
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H I
M A
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H
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
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F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
3/4" = 1'-0"A9
RAMP SECTION
3/4" = 1'-0"A15
RAMP SECTION AT MACHINE ROOM
0 6" 12" 24" 36"0 6" 12" 24" 36"3/8" = 1'-0"A1
RAMP SECTION AT BUILDING
0 6" 12" 24" 36"
3/8" = 1'-0"H1
RAMP SECTION AT BUILDING
HOOKS & BENDS FOR
STIRRUPS & TIES
db = DIAMETER OF BAR
SPANDREL STIRRUP
BAR HOOKS & BENDS
BAR OFFSET
COLUMN TIEBEAM STIRRUP
6 MIN.
D = 1 1/2" FOR #3
D = 2" FOR #4
D = 2 1/2" FOR #5
D = 6d FOR #3 TO #8 D = 8d FOR #9 TO #11 D = 24d FOR #14 TO #18
6d
D
D
135°
3" M
IN
., TYP.
6d O R d
D D D d
2 1/2" MIN.
4d OR
U .N
.O d
10db d b
4d b
6d b db
MAX.
45°
REINFORCEMENT DEVELOPMENT LENGTH AND SPLICE TABLES
(GRADE 60 EXCEPT AS NOTED)
SPLICE BAR
MAIN BAR
WELDED AND MECHANICAL SPLICES
WELDED SPLICE (DIRECT BUTT SPLICES-FULL PENETRATION)
WELDS SHALL HAVE THE ABILITY TO DEVELOP 125 PERCENT OF THE YIELD STRENGTH
FOR THE SPLICED REINFORCEMENT (75 KSI) WELDED REBAR SHALL BE ASTM A706.
MECHANICAL CONNECTORS
MECHANICAL CONNECTORS SHALL BE TENSION-COMPRESSION TYPE WITH THE
ABILITY TO DEVELOP 125 PERCENT OF THE YIELD STRENGTH FOR THE SPLICED
REINFORCEMENT (75 KSI). ALSO, MECHANICAL CONNECTORS SHALL HAVE AND BE
INSTALLED PER AN EVALUATION REPORT FROM ICC EVALUATION SERVICE, INC.
USE WELDED SPLICE OR MECHANICAL
CONNECTOR IF THE LAP SPLICE
REINFORCEMENT DOES NOT HAVE A MINIMUM
SPACING 3db + 1/8 INCHES AND A MINIMUM COVER OF db + 1/8 INCHES
TOP REINFORCING IS HORIZONTAL REINFORCEMENT THAT HAS MORE THAN TWELVE
INCHES OF CONCRETE PLACED BELOW IT.
REINFORCEMENT SIZE
REINFORCEMENT CLASS "B" LAP SPLICES (LENGTHS IN INCHES)
REINFORCEMENT DEVELOPMENT LENGTHS
REINFORCEMENT SIZE
TOP
OTHER
TOP
OTHER
REINF.
LOCATION
REINF.
LOCATION
REINFORCED CONCRETE
#3
#5
#4
#6
REINFORCED CONCRETE
#3 #5#4 #6
#9
#7
#8
54 62
#10
#11
#9#7 #8 #10 #11 f'c (psi)
28 DAYS
f'c (psi)
28 DAYS
MIN.
3db + 1/8
DRILL HOLE & EPOXY WITH
INJECTED MORTAR
ADHESIVE
EQUIP. BASE
CONC. FLOOR
ANCHOR BOLT
NUT
WASHER
EPOXY ANCHOR
E M
B E
D D
E P
T H
EXCAV.
TRENCH
BACKFILL PER SPECS
(90% MIN. COMPACTION)
GROUND LINE
BOTTOM OF TRENCH
EXCAVATION SHALL NOT
EXTEND BELOW THIS LINE
FOOTING
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING, OR
OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-INS
UNTIL ALL BACKFILL IS COMPLETED PER SPECIFICATIONS.
10'-0" MIN.
1'-6" MIN.
(E) CONC. SLAB
#4@ 12"
O.C. EA.
WAY
POST INSTALLED ANCHORAGE
BY EQUIPMENT INSTALLER /
MANUFACTURER
#3 @ 12" DOWELS DRILLED
AND SET IN EPOXY
6" MIN. ALL SIDES2" CLR.
C O
V E
R
/2
C
L R
.P E
R P
L A
N
ON EQUIP. ACTUALLY FURNISHED
APPROXIMATE PAD SIZE SHOWN
ON PLANS, EXACT SIZE TO BE BASED
T Y
P
ROUGHEN SURFACE AND
APPLY A BONDING AGENT
PRIOR TO PLACING CONC
PAD
NOTE: CONTRACTORS MUST LOCATE (E) REBAR PRIOR TO DRILLING BY NON-
DESTRUCTIVE TESTING METHOD. DO NOT CUT/DAMAGE (E) REBAR.
LINE OF EQUIP. AS OCCURS
M
IN
"E
Q E
Q E
Q E
Q
#4 @ 12 "O.C. E.W.
ANCHORAGE
PER MFR.
1' - 0"
2 #4 CONT
FINISH GRADE.
RE: CIVIL
NOTE: PROVIDE MIN. OF 4" UNTREATED AGGREGATE BASE COURSE.
MOISTURE CONDITION SUBGRADE TO WITHIN 3% OF OPTIMUM
MOISTURE CONTENT AND COMPACTED 95% MIN.
M
IN
T
H
IC
K
M
IN
6"
CORNER BARS
WALL REINF.
WALL REINF.
SINGLE LAYER
AT CORNERS AT INTERSECTIONS
NOTE:
CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZONTAL
WALL REINFORCING, SEE DET. H12/S-501 FOR SPLICE LENGTH.
BEND ALTERNATE
CORNER BARS IN
OPPOSITE
DIRECTIONS
LENGTH
SPLICE
HOOK
STD.
L E
N G
T H
S P
L
IC
E
L E
N G
T H
S P
L
IC
E
#3 TIES @ TYP.
HORIZ. REINF.
HOOK BARS AT BEAMS
& FOOTINGS, TYP.
(2) #6 MIN
(2) #6 MIN
CORNER BAR MAY BE USED
W/ STRAIGHT BARS IN LIEU
OF HOOKED HORIZ. BARS
AT CORNERSAT INTERSECTIONS
DOUBLE LAYER
NOTE:
CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZONTAL
WALL REINFORCING, SEE DET. H12/S-501 FOR SPLICE LENGTH.
LAP SPLICELAP SPLICELAP SPLICE
AT ENDS
/H12 S-501
/H12 S-501
NOTE:
1. WHERE PIPES ARE TO BE MORE THAN 2'-0" BELOW BOTTOM OF
GRADE BEAM, BACKFILL WITH GRANULAR MATERIAL.
2. PLACE CONC. FILL AROUND SLEEVES THE SAME WIDTH AS FOOTING
AND FILL WIDTH OF PIPE TRENCH BEFORE POURING FOOTING PADS.
INSIDE DIA. OF METAL SLEEVE = OUTSIDE DIA. OF PIPE + 2".
3. PIPING NOT TO EXCEED 8" IN DIA.
4. LOCATE PIPE TRENCHES SO FOOTING MAY NOT BE UNDERMINED.
M
IN
M
IN
MIN.
1' - 6"
1.5
1BOTTOM OF GRADE
BEAM
POUR JOINT
M
IN
F O
O T
IN
G
T H
R O
U G
H F
T G
B
E P
L A
C E
D
N O
P
IP
E T
O
1'-6" MIN.
TRENCH
BACKFILL
TRENCH PER
SPECS.
SCHEDULE 40 GR.
STEEL PIPE SLEEVE
I.D ≥ PIPE O.D + 2"
PROVIDE COLLAR
AROUND PIPE TO KEEP
DIRT OUT OF SLEEVE
NO EXCAVATION PARALLEL TO
FTG. BELOW THIS LINE AFTER
FOOTING CONSTRUCTION
PIPE
SPLICE
HOLIZ. LAP
" C
L
R 1:6 MIN
SLOPE
SPLICE
HORIZ. LAP
STEP FOOTING
WHERE SHOWN ON PLAN
INDICATES THIS POINT OF
THE STEPPED FOOTING
REINF. SHALL MATCH
LONGITUDINAL FTG
BARS
FOOTING DOWELES SHALL
MATCH WALL REINF
"d " M
IN
M A
X
"H
"2H" MIN
"d
NOTES:
1. FOR SPLICE LENGTHS, SEE
SCHEDULE DET.
2. FOOTING DEPTH, "d" = PER PLAN
#6 @ 12" O.C.
E.W. T&B
GENERATOR
EXTERIOR PAVING/
GRADE PER CIVIL
MIN.
6"
U.N.O.
6" MIN.
M A
X
M
IN
S L A
B
T
H
IC
K
C L
R
C L
R
3" CLR.
C L R
3/4" CHAMFER @
EDGES, TYP
2-#6 CONT, TYP @ T & B
NOTE: PROVIDE MIN. OF 4" UNTREATED AGGREGATE BASE COURSE.
MOISTURE CONDITION SUBGRADE TO WITHIN 3% OF OPTIMUM
MOISTURE CONTENT AND COMPACTED 95% MIN.
TYP.
1' - 6"
T Y
P
1' - 6"
M A
X
SAWCUT (E),
CONC. SLAB
L X
X
/4
B E
L O
W
(E) SLAB SPAN
L X
X
/4
B E
L O
W
AA
V .I .F
/2
4"
E M
B E
D
L 4X4
1/2" ⌀ THREADED
ANCHORS @ 12" MAX
O.C. AND 2" FROM
END OF STEEL ANGLE
W/ INJECTED MORTAR
EPOXY
A
SECTION
NOTE: STEEL ANGLES AND ALL CONNECTION HARDWARE MUST BE HOT DIP GALVANIZED.
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
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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