20191115_AFTC_IFC_Vol.1B.pdf
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- Attached to
- Air Force Targeting Center, Langley AFB - Solicitation Federal contract opportunity
- Solicitation number
- W9123621R2005
About this file
This solicitation is for the construction of a new Air Force Targeting Center Facility at Langley Air Force Base in Virginia. The Department of the Army Corps of Engineers Engineering District Norfolk will manage the project. The facility will support the new Intelligence, Surveillance, and Reconnaissance Wing providing 24/7 mission capability for Command and Control of Air Force Target and Threat Analysis. It will be designed according to Department of Defense, Air Force, and Langley standards and unified facility criteria. The project scope includes constructing the new building, installing emergency generators, completing site improvements, and developing all necessary supporting facilities. Local materials and standard construction techniques should be utilized where cost effective.
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Text version
D
6 7 8 9 10
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E
F
W24X55
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W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
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B.5
34'-0" 34'-0" 34'-0" 34'-0" 20'-6" 14'-7"
M A
T C
H L
IN
E
S
E : A
1/ S
-1
B
D.3
MATCHLINE
SEE: A1/S-103C
W27X84 W27X84 W27X84 W27X84W21X44
W16X40
W
X
W
X
W
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AESS 3
W 16X26
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W 16X26
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W
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W 16X26 W
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W
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W
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W 16X26
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W16X26
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W16X26
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W
X
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W
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W 16X26
W
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W12X16
W
X
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W
X
W
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EXTERIOR CMU WALL,
SEE NOTE 7
A1
S-518
W24X55W24X55W24X55W24X55
A1
S-510
A1
S-510
3' -6
A1
S-518
A1
S-518
A4
S-514
C1
S-513
A4
S-516
A1
S-516
A1
S-516
SIM
S-513
A7TYP
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'-0
8' -4
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'-0
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'-0
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A E
S S
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S S
A E
S S
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S-700
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'-6
B A
KEY PLAN
C
A
86531
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G
C
M A
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0 4'-0" 8'-0" 16'-0"
US Army Corps of Engineers ®
SHEET ID
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B
A
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D E
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IP
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IO
N
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
PROJECT
NORTH
TRUE
NORTH
W D
R -1
-D
-0
J E
S S
IC
A
A N
D E
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IN
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F A
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IL
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H D
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W
A S
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IN
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N
B
L V
D S
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IT
E
A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-103A
IN
T
E R
S T
I T
IA
L L
E V
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R A
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IN
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L A
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A L K
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S A
U
/1
/1
ISSUE FOR CONSTRUCTION
1/8" = 1'-0" A1
INTERSTITIAL LEVEL FRAMING PLAN - AREA A
PLAN NOTES
1. REFER TO ELEVATION SHEETS FOR TOP OF STEEL ELEVATIONS
AT GRID LINES. ALL STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. INDICATES SPAN DIRECTION OF STEEL ROOF DECK.
ROOF DECK SHALL BE 1-1/2" X 20 GA TYPE B GALVANIZED
STEEL ROOF DECK.
3. SEE BELOW FOR STEEL FRAMING SYMBOL LEGEND.
4. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
5. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
6. BEAMS MARKED WITH * ARE DESIGNED TO SUPPORT ADDITIONAL
POINT LOAD AT ITS MIDSPAN.
MAXIMUM ALLOWABLE HUNG LOAD = 2000LBS
7. UNLESS NOTED OTHERWISE ON PLAN, EXTERIOR CMU WALL
CONSTRUCTION TO BE FULLY GROUTED 8-INCH CMU BLOCK WITH A
MINIMUM OF #5 VERTICAL REINFORCEMENT AT 24"O.C.
8. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
INDICATES MOMENT
CONNECTION
STEEL FRAMING SYMBOL LEGEND
INDICATES TYPICAL
FRAMING CONNECTION
W16X26 (24) C=3/4"
(-X'-X")
BEAM SIZE
QUANTITY OF HEADED STUDS
UPWARD CAMBER AT MIDSPAN
INDICATES CHANGE IN BEAM
ELEVATION FROM TYPICAL,
INDICATED ON PLAN
R
BEAM REACTION [KIPS]
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
S U
B M
IT
T
A L
/1 /1
KEYNOTES
1 BID ALTERNATE #0001A: REMOVE ELEVATOR #1 AND ALL
COORDINATING COMPONENTS. REFER TO S-700.
2 BID ALTERNATE #0001B: REMOVE THE LIFT AT THE LOADING
DOCK AND CORRESPONDING CONCRETE STRUCTURE.
2 3 4 5 6
G
C
E
F
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W24X55
AESS 3
W
X
A E
S S
W
X
W
X
C E
LL
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LA
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B E
A M
W
X
A E
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W
X
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W
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W
X
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B E
A M
W
X
A E
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W
X
W
X
C E
LL
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LA
R
B E
A M
W30X99
W
X
W
X
W
X
A E
S S
W30X99 W30X99
W
X
W
X
W
X
A E
S S
W30X99 W30X99
34'-0" 34'-0" 34'-0" 34'-0" 34'-0"
'-0
'-0
'-0
'-0
M A
T C
H L
E : A
1/ S
-1
A
MATCHLINE
SEE: A1/S-103C
W27X84 W27X84 W27X84 W27X84
WITH C12X20.7 TOP AND BOTTOMW27X84
W16X40
W
X
W
X26
AESS 3
W 16X26
AESS 3
W 16X26
AESS 3 W
X26
AESS 3
W16X26
AESS 3
W16X26
AESS 3
W
X
A E
S S
W
X26
AESS 3
W 16X26
AESS 3
W 16X26
AESS 3 W
X26
AESS 3
W16X26
AESS 3
W16X26
AESS 3
W
X
A E
S S
W
X26 W
16X26
W 16X26 W
X26
W16X26W16X26
W
X
W
X26
AESS 3
W 16X26
AESS 3
W 16X26
AESS 3 W
X26
AESS 3
W16X26
AESS 3
W16X26
AESS 3
W
X
A E
S S
W
X26 W
16X26
W 16X26 W
X26
W16X26W16X26
W
X
W
X26
AESS 3
W 16X26
AESS 3
W 16X26
AESS 3 W
X26
AESS 3
W16X26
AESS 3
W16X26
AESS 3
W
X
A E
S S
W
X26 W
16X26
W 16X26 W
X26
W16X26W16X26
W
X
W
X26
AESS 3
W 16X26
AESS 3
W 16X26
AESS 3 W
X26
AESS 3
W16X26
AESS 3
W16X26
AESS 3
W
X
A E
S S
W
X26 W
16X26
W 16X26 W
X26
W16X26W16X26
W
X
W 16X26
W
X26
W
X26
W
X
W
X
W 16X26
W12X16
W
X
W 16X
A1
S-518
W24X55W24X55W24X55W24X55W24X55
A1
S-510
A1
S-510
3' -6
A1
S-518
A1
S-518
A1
S-518
A4
S-514
A4
S-514
A4
S-516
A1
S-516
C1
S-513
1'-0" TYP
S-513
A7 TYP
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A7
S-516
PROVIDE FULLY GROUTED 8-INCH
CMU BLOCK WITH #6 VERTICAL
BARS AT 16"O.C. BETWEEN GRIDS
1 AND 3 ALONG GRID C ONLY
W 16X26
W
X26
W14X22 W14X22 W14X22 W14X22
D7
S-510
B A
KEY PLAN
C
A
86531
F
G
C
M A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
PROJECT
NORTH
TRUE
NORTH
W D
R -1
-D
-0
J E
S S
IC
A
A N
D E
R S
O N
L A
N G
L E
Y A
F B
V
IR
G
IN
IA
L A
N G
L E
Y A
IR
F
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C E
T A
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IN
G
F A
C
IL
IT
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H D
R
IN
C
W
A S
H
IN
G T
V
D S
U
IT
E
A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-103B
IN
T
E R
S T
I T
IA
L L
E V
E L F
R A
M
IN
G P
L A
N
A R
E A
B
J A
C K
K N
A P
P
R A
N D
Y W
A L K
E R
G O
N Z
A L
O K
O O
S A
U
/1
/1
ISSUE FOR CONSTRUCTION
1/8" = 1'-0" A1
INTERSTITIAL LEVEL FRAMING PLAN - AREA B
PLAN NOTES
1. REFER TO ELEVATION SHEETS FOR TOP OF STEEL ELEVATIONS
AT GRID LINES. ALL STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. INDICATES SPAN DIRECTION OF STEEL ROOF DECK.
ROOF DECK SHALL BE 1-1/2" X 20 GA TYPE B GALVANIZED
STEEL ROOF DECK.
3. SEE BELOW FOR STEEL FRAMING SYMBOL LEGEND.
4. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
5. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
6. BEAMS MARKED WITH * ARE DESIGNED TO SUPPORT ADDITIONAL
POINT LOAD AT ITS MIDSPAN.
MAXIMUM ALLOWABLE HUNG LOAD = 2000LBS
7. UNLESS NOTED OTHERWISE ON PLAN, EXTERIOR CMU WALL
CONSTRUCTION TO BE FULLY GROUTED 8-INCH CMU BLOCK WITH A
MINIMUM OF #5 VERTICAL REINFORCEMENT AT 24"O.C.
8. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
INDICATES MOMENT
CONNECTION
STEEL FRAMING SYMBOL LEGEND
INDICATES TYPICAL
FRAMING CONNECTION
W16X26 (24) C=3/4"
(-X'-X")
BEAM SIZE
QUANTITY OF HEADED STUDS
UPWARD CAMBER AT MIDSPAN
INDICATES CHANGE IN BEAM
ELEVATION FROM TYPICAL,
INDICATED ON PLAN
R
BEAM REACTION [KIPS]
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
S U
B M
IT
T
A L
/1 /1
3 4 5 6 7 8
A
C
B
B.5
34'-0" 34'-0" 34'-0" 34'-0" 34'-0"
MATCHLINE
SEE: A1/S-103A
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W27X84 W27X84 W27X84 W27X84 W27X84
W21X68 W21X68 W21X68 W21X68
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
W30X99 W30X99 W30X99 W30X99
SEE
NOTE 2
W30X99
W
X
W
X
W30X99
W
X
W
X
W30X99
W12X35 W12X35
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 45 W12X45W12X45
W12X35 W12X35
W
X
W
X
W
X
W
X
W10X12
W10X12
W10X12
W12X45 W12X45
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
4' -4
W10X12
S-201
A1
5' -5
/8
5'
-5
/8
5' -5
/8
5'
-5
/8
5' -5
/8
2'
-7
/8
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W 10X
W 10X
W 10X
W 10X
W 10X
W10X12
W10X12
W10X12
W30X99
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W 10X
W 10X
W 10X
W 10X
W 10X
W10X12
W10X12
W10X12
W30X99W30X99W30X99
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W 10X
W 10X
W 10X
W 10X
W 10X
W10X12
W10X12
W10X12
S
T E
S
T E
S
T E
A4
S-513
(2)C4X5.4
(TYP)
A4
S-516
A1
S-516
D1
S-512
W10X12
A4
S-516
A1
S-516
D1
S-512
'-0
'-0
'-0
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
T Y
P
5' -0
T Y
P
5' -0
D1
S-514
D1
S-514
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
W21X68
B A
KEY PLAN
C
A
86531
F
G
C
M A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
PROJECT
NORTH
TRUE
NORTH
W D
R -1
-D
-0
J E
S S
IC
A
A N
D E
R S
O N
L A
N G
L E
Y A
F B
V
IR
G
IN
IA
L A
N G
L E
Y A
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F
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C E
T A
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IN
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F A
C
IL
IT
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H D
R
IN
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W
A S
H
IN
G T
V
D S
U
IT
E
A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-103C
L O
W R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
C
J A
C K
K N
A P
P
R A
N D
Y W
A L K
E R
G O
N Z
A L
O K
O O
S A
U
/1
/1
ISSUE FOR CONSTRUCTION
1/8" = 1'-0" A1
INTERSTITIAL LEVEL FRAMING PLAN - AREA C
PLAN NOTES
1. REFER TO ELEVATION SHEETS FOR TOP OF STEEL ELEVATIONS
AT GRID LINES. ALL STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. INDICATES SPAN DIRECTION OF STEEL ROOF DECK.
ROOF DECK SHALL BE 1-1/2" X 20 GA TYPE B GALVANIZED
STEEL ROOF DECK.
3. SEE BELOW FOR STEEL FRAMING SYMBOL LEGEND.
4. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
5. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
6. BEAMS MARKED WITH * ARE DESIGNED TO SUPPORT ADDITIONAL
POINT LOAD AT ITS MIDSPAN.
MAXIMUM ALLOWABLE HUNG LOAD = 2000LBS
7. UNLESS NOTED OTHERWISE ON PLAN, EXTERIOR CMU WALL
CONSTRUCTION TO BE FULLY GROUTED 8-INCH CMU BLOCK WITH A
MINIMUM OF #5 VERTICAL REINFORCEMENT AT 24"O.C.
8. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
INDICATES MOMENT
CONNECTION
STEEL FRAMING SYMBOL LEGEND
INDICATES TYPICAL
FRAMING CONNECTION
W16X26 (24) C=3/4"
(-X'-X")
BEAM SIZE
QUANTITY OF HEADED STUDS
UPWARD CAMBER AT MIDSPAN
INDICATES CHANGE IN BEAM
ELEVATION FROM TYPICAL,
INDICATED ON PLAN
R
BEAM REACTION [KIPS]
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
S U
B M
IT
T
A L
/1
6 7 8 9 10
G
C
E
F
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W21X68 W21X68 W21X68 W21X68
W21X68 W21X68 W21X68 W21X68
W21X68 W21X68 W21X68 W21X68
W30X99 W30X99 W30X99 W30X99
W30X99 W30X99 W30X99
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
K
K
K
K
K
W
X
K
K
K
W
X
K
K
34'-0" 34'-0" 34'-0" 34'-0"
'-0
'-0
'-0
'-0
M A
T C
H L
E : A
1/ S
-1
B
D.3
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W21X44 W21X44 W21X44 W21X44
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
W
X
S
T E
SEE
NOTE 2
SEE
NOTE 2
W
X
W12X35
W
X
W
X
W
X
W
X
W
X
W12X35
W
X
W
X
W
X
W
X
W
X
W10X12
W12X26
W
X
K
IN
K E
D W
X
W10X12
W10X12
W12X45
W
X
W10X12
W10X12
W12X45
W
X
W
X
W12X45
W12X45
W12X45
W12X26
W
X
W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W12X35
5' -5
/8
5'
-5
/8
5' -5
/8
5'
-5
/8
5' -5
/8
5'
-8
W
X 99 W
X
W 10X
W 10X
W 10X
W 10X
W 10X
W
X
W
X
W
X
W
X
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W30X99
W 10X
W 10X
W 10X
W 10X
W 10X
W
X
W
X
W
X
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W
X
W
X
S-201
A6
S
T E
W
X
A1
S-513
TYP
A1
S-512
A4
S-512
D1
S-511
A4
S-516 A1
S-516
A5
S-511
A1
S-511
D4
S-512
W10X12
W10X12
5' -1
5'
-1
5' -1
5'
-1
4' -4
4'
-2
4' -2
5'
-2
5' -2
4'
-1 0"
4' -1
0"
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W12X26
W10X12
D1
S-514
W
X
W
X
W
X
W 10X
W
X
OPP
OPP
W
X
W 10X
B A
KEY PLAN
C
A
86531
F
G
C
M A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
PROJECT
NORTH
TRUE
NORTH
W D
R -1
-D
-0
J E
S S
IC
A
A N
D E
R S
O N
L A
N G
L E
Y A
F B
V
IR
G
IN
IA
L A
N G
L E
Y A
IR
F
O R
C E
T A
R G
E T
IN
G
F A
C
IL
IT
Y
H D
R
IN
C
W
A S
H
IN
G T
V
D S
U
IT
E
A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-104A
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
A
J A
C K
K N
A P
P
R A
N D
Y W
A L K
E R
G O
N Z
A L
O K
O O
S A
U
/1
/1
ISSUE FOR CONSTRUCTION
1/8" = 1'-0" A1
ROOF FRAMING PLAN - AREA A
PLAN NOTES
1. REFER TO ELEVATION SHEETS FOR TOP OF STEEL ELEVATIONS
AT GRID LINES. ALL STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. INDICATES SPAN DIRECTION OF STEEL ROOF DECK.
ROOF DECK SHALL BE 1-1/2" X 20 GA TYPE B GALVANIZED
STEEL ROOF DECK.
3. SEE BELOW FOR STEEL FRAMING SYMBOL LEGEND.
4. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
5. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
6. BEAMS MARKED WITH * ARE DESIGNED TO SUPPORT ADDITIONAL
POINT LOAD AT ITS MIDSPAN.
MAXIMUM ALLOWABLE HUNG LOAD = 2000LBS
7. ALL ROOF BEAMS PARALLEL TO PROJECT NORTH-SOUTH TO BE DROPPED
-(4-1/2") FROM TOP OF STEEL ELEVATIONS.
8. UNLESS NOTED OTHERWISE ON PLAN, EXTERIOR CMU WALL
CONSTRUCTION TO BE FULLY GROUTED 8-INCH CMU BLOCK WITH A
MINIMUM OF #5 VERTICAL REINFORCEMENT AT 24"O.C.
9. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
INDICATES MOMENT
CONNECTION
STEEL FRAMING SYMBOL LEGEND
INDICATES TYPICAL
FRAMING CONNECTION
W16X26 (24) C=3/4"
(-X'-X")
BEAM SIZE
QUANTITY OF HEADED STUDS
UPWARD CAMBER AT MIDSPAN
INDICATES CHANGE IN BEAM
ELEVATION FROM TYPICAL,
INDICATED ON PLAN
R
BEAM REACTION [KIPS]
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
S U
B M
IT
T
A L
/1
2 3 4 5 6
G
C
E
F
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
K
IN
K E
D W
X
W
X
W21X68
W21X68 W21X68 W21X68 W21X68 W21X68
W21X68 W21X68 W21X68 W21X68
W21X68 W21X68 W21X68 W21X68W21X68
W
X
W
X
W
X
W
X
W
X
W
X
W30X99 W30X99 W30X99 W30X99 W30X99
W30X99 W30X99 W30X99
K
K
K
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
W
X
K
K
K
W
X
K
K
K
K
K
K
K
K
K
K
W
X
K
K
K
W
X
K
K
34'-0" 34'-0" 34'-0" 34'-0" 34'-0"
'-0
'-0
'-0
'-0
M A
T C
H L
E : A
1/ S
-1
A
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W
X
K
IN
K E
D
W21X44 W21X44 W21X44 W21X44 W21X44
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
K
K
K
K
K
W
X
W
X
W
X
W
X
W
X
SEE
NOTE 2
SEE
NOTE 2
D1
S-511
W12X35
W
X
W
X
W
X
W
X
W
X
W12X35
W
X
W
X
W
X
W
X
W
X
W12X35
W
X
W
X
W
X
W
X
W
X
W10X12
W10X12
W
X
K
IN
K E
D W
X
W10X12
W10X12
W12X45
W
X
W10X12
W10X12
W12X45
W12X45
W12X45
W12X45
W10X12
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W12X35 W
X
W
X
W
X
W
X
W
X
W12X35
W
X
W
X
W
X
W
X
W
X
W
X
W12X35
W
X
S-201
A6
W30X99
W 10X
W 10X
W 10X
W 10X
W 10X
W
X
W
X
W
X
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W30X99
W 10X
W 10X
W 10X
W 10X
W 10X
W
X
W
X
W
X
W16X36
W16X36
W16X36
W16X36
W16X36
W
X
W
X
W
X
W
X
W
X
W
X
W
X
S
T E
S
T E
W
X
W
X
W
X
A1
S-513
TYP
A4
S-512
A1
S-512
A1
S-511
A5
S-511
D4
S-512
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
4' -2
4'
-2
4' -1
1/
4" 4'
-1
1/ 4"
4' -1
1/
4" 4'
-1
1/ 4"
4' -1
1/
4"
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
D1
S-514
W
X
W
X
W 10X
W
X
W
X
W
X
W 10X
W
X
W
X
W
X
W 10X
A7
S-516
B A
KEY PLAN
C
A
86531
F
G
C
M A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
PROJECT
NORTH
TRUE
NORTH
W D
R -1
-D
-0
J E
S S
IC
A
A N
D E
R S
O N
L A
N G
L E
Y A
F B
V
IR
G
IN
IA
L A
N G
L E
Y A
IR
F
O R
C E
T A
R G
E T
IN
G
F A
C
IL
IT
Y
H D
R
IN
C
W
A S
H
IN
G T
V
D S
U
IT
E
A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-104B
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
B
J A
C K
K N
A P
P
R A
N D
Y W
A L K
E R
G O
N Z
A L
O K
O O
S A
U
/1
/1
ISSUE FOR CONSTRUCTION
1/8" = 1'-0" A1
ROOF FRAMING PLAN - AREA B
PLAN NOTES
1. REFER TO ELEVATION SHEETS FOR TOP OF STEEL ELEVATIONS
AT GRID LINES. ALL STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. INDICATES SPAN DIRECTION OF STEEL ROOF DECK.
ROOF DECK SHALL BE 1-1/2" X 20 GA TYPE B GALVANIZED
STEEL ROOF DECK.
3. SEE BELOW FOR STEEL FRAMING SYMBOL LEGEND.
4. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
5. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
6. BEAMS MARKED WITH * ARE DESIGNED TO SUPPORT ADDITIONAL
POINT LOAD AT ITS MIDSPAN.
MAXIMUM ALLOWABLE HUNG LOAD = 2000LBS
7. ALL ROOF BEAMS PARALLEL TO PROJECT NORTH-SOUTH TO BE DROPPED
-(4-1/2") FROM TOP OF STEEL ELEVATIONS.
8. UNLESS NOTED OTHERWISE ON PLAN, EXTERIOR CMU WALL
CONSTRUCTION TO BE FULLY GROUTED 8-INCH CMU BLOCK WITH A
MINIMUM OF #5 VERTICAL REINFORCEMENT AT 24"O.C.
9. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
INDICATES MOMENT
CONNECTION
STEEL FRAMING SYMBOL LEGEND
INDICATES TYPICAL
FRAMING CONNECTION
W16X26 (24) C=3/4"
(-X'-X")
BEAM SIZE
QUANTITY OF HEADED STUDS
UPWARD CAMBER AT MIDSPAN
INDICATES CHANGE IN BEAM
ELEVATION FROM TYPICAL,
INDICATED ON PLAN
R
BEAM REACTION [KIPS]
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
S U
B M
IT
T
A L
/1
4 5
G
F
17'-0" 17'-0"
34'-0"
W12X35
W12X22
W12X19
W12X16
W12X14
W12X14
W8X15 POST DOWN
W8X15 POST DOWN
W8X15 POST DOWN
/8
/8
/8
/8
/8
A1
S-519
C1
S-519
F1
S-519
TYP
W8X15 POST DOWN
N O
T E
S -1
A
SLOPE DOWN SLOPE DOWN
WP EL = 39'-8 3/8"
WP EL = 39'-8 3/8"
W X
W X
W X
W X
W X
W X
TYP
1'-0"
BENT
BENT
BENT
BENT
BENT
BENT
5 6
A
B
W12X14
W12X16
W12X16
W12X19
W12X22
W12X35
W8X15 POST DOWN
A1
S-519
C1
S-519
W8X15 POST DOWN
W8X15 POST DOWN
W8X15 POST DOWN
F1
S-519
/8
/8
/8
/8
/2
17'-0" 17'-0"
34'-0"
W X
W X
W X
W X
W X
W X
N O
T E
S -1
A
SLOPE DOWN SLOPE DOWN
WP EL = 29'-0 3/4"
WP EL = 29'-0 3/4"TYP
1'-0"
BENT
BENT
BENT
BENT
BENT
BENT
US Army Corps of Engineers ®
SHEET ID
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A R
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D R
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N B
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D E
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D A
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C O
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N O
S O
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
T E
M A
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D E
S C
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
-0
J E
S S
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A
A N
D E
R S
O N
L A
N G
L E
Y A
F B
V
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IN
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L A
N G
L E
Y A
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F
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C E
T A
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IN
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F A
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IL
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H D
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C
W
A S
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IN
G T
V
D S
U
IT
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A R
L
IN
G T
O N
V
A
MAIN BLDG.
S-201
P A
R T
IA
L
F R
A M
IN
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P L A
N S
J A
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ISSUE FOR CONSTRUCTION
1/4" = 1'-0" A6
PARTIAL FRAMING PLAN - HIGH ROOF GABLE
1/4" = 1'-0"
A1
PARTIAL FRAMING PLAN - LOW ROOF GABLE
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GENERATOR,
COORDINATE WITH
ELECTRICAL
W16X26
W12X14 W12X14
W
X
W
X
W12X14 W12X14
W16X26
W
X
W
X
W8X31
COOLING TOWER,
COORDINATE WITH MECH
B33
B33
B
B
8" SLAB
SEE NOTE 3
8'-6" 1'-0" 8'-6"
4' -4
/2
9'
-4
4' -4
32'-0" 3'-7"
B
B
B
TOP OF SLAB
+(0'-4")
F8
S-309
TOP OF STEEL
+(5'-0")
ALL DUNNAGE STEEL
TO BE GALVANIZED
PC1
PC1
PC1
PC1
PC1 PC1
PC1PC1
P6 P6
P6P6P6
P6P6
P6
27'-10" 6'-3" 18'-0" 7'
-9
'-0
/2
S-307
C7
TYP AT COOLING
TOWER DUNNAGE
TOP OF SLAB
-0'-0 3/4"
TOP OF SLAB
-1'-0 1/2"
0" 2'-0" 8'-2" 4" 2'-8 1/4"
1 1/2"
1' -0
0" 2'
-0
8' -2
2'
-0
0"
TOP OF SLAB
-0'-0 3/4"
12" SLAB
A1
S-310
8 1/4"
US Army Corps of Engineers ®
SHEET ID
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D E
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N O
S O
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
S C
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
-0
J E
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A N
D E
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L A
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F B
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F A
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W
A S
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G T
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D S
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A R
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G T
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V
A
MAIN BLDG.
S-202
P A
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IA
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F R
A M
IN
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P L A
N S
J A
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ISSUE FOR CONSTRUCTION
1/4" = 1'-0" A1
PARTIAL FRAMING PLAN - DUNNAGE
1/4" = 1'-0" D1
PARTIAL FOUNDATION PLAN - DUNNAGE
PARTIAL PLAN NOTES
1. TOP OF PILE CAP ELEVATION = +/-(0'-0") AS NOTED ON PLAN.
2. FINISHED SLAB ELEVATION FOR GENERATOR SUPPORT SLAB TO BE
AT ELEVATION +(0'-4").
3. FLOOR CONSTRUCTION FOR GENERATOR SUPPORT SLAB SHALL BE
8" THICK, TWO-WAY STRUCTURAL SLAB ON TOP OF A 15MIL VAPOR
BARRIER AND A MINIMUM OF 6" OF GRANULAR FILL. PROVIDE #5@10"O.C.
EACH WAY, TOP AND BOTTOM.
4. TOP OF STEEL FOR COOLING TOWER SUPPORT DUNNAGE TO BE AT
ELEVATION +(5'-0").
5. ALL SHEAR CONNECTIONS TO BE DESIGNED TO MEET MINIMUM SHEAR
CAPACITIES AS SHOWN ON D1/S-210, UNLESS OTHERWISE NOTED
ON PLAN.
6. ALL MOMENT FRAME CONNECTIONS TO BE DESIGNED TO MEET
MINIMUM SHEAR AND FLEXURAL CAPACITIES AS SHOWN ON D4/S-210,
UNLESS OTHERWISE NOTED ON PLAN.
7. ALL COOLING TOWER SUPPORT DUNNAGE TO BE GALVANIZED.
8. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
3/8" = 1'-0" A7
PARTIAL FRAMING PLAN - SCISSOR LIFT SLAB
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KEYNOTES
1 BID ALTERNATE #0001A: REMOVE ELEVATOR #1 AND ALL
COORDINATING COMPONENTS. REFER TO S-700.
2 BID ALTERNATE #0001B: REMOVE THE LIFT AT THE LOADING
DOCK AND CORRESPONDING CONCRETE STRUCTURE.
SECOND FLOOR
18' - 0"
D GA CB E F
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
HP ROOF
55' - 6 3/4"
TOP OF PILE CAP
-6' - 0"
8'-4"
21'-0 1/4"
22'-1 1/4"
29'-7 1/4"
48'-4 1/8"
53'-4 1/8" 55'-4 5/8"
49'-3 1/8"
41'-0 1/8"
32'-9 1/8"
31'-8 1/8"
SECOND FLOOR
18' - 0"
D GC E F
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
HP ROOF
55' - 6 3/4"
TOP OF PILE CAP
-6' - 0"
48'-4 1/8"
53'-4 1/8" 55'-4 3/8"
49'-3 1/8"
41'-0 1/8"
32'-9 1/8"
31'-8 1/8"
47'-4 3/4"
US Army Corps of Engineers ®
SHEET ID
U S
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C O
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IN
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A N
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D A
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C O
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N O
S O
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
R K
D E
S C
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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J E
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A N
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F B
V
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L A
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Y A
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F
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IN
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F A
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H D
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W
A S
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G T
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D S
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A R
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G T
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MAIN BLDG.
S-203
E L E
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ISSUE FOR CONSTRUCTION
1" = 10'-0" A1
ELEVATION AT GRID 5
1" = 10'-0" D1
ELEVATION AT GRID 2
ELEVATION NOTES
1. TOP OF STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. ALL ROOF BEAMS PARALLEL TO PROJECT NORTH-SOUTH TO BE DROPPED
-(4-1/2") FROM TOP OF STEEL ELEVATIONS.
3. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
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D GA CB E F
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
HP ROOF
55' - 6 3/4"
TOP OF PILE CAP
-6' - 0"
B.5 D.3
2' -6
21'-0 1/4"
22'-1 1/4"
29'-7 1/4"
47'-2 1/2"
48'-4 1/8"
53'-4 1/8" 55'-4 3/8"
49'-3 1/8"
41'-0 1/8"
32'-9 1/8"
31'-8 1/8"
SECOND FLOOR
18' - 0"
D GA CB E F
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
HP ROOF
55' - 6 3/4"
TOP OF PILE CAP
-6' - 0"
B.5 D.3
24'-5 5/8"
25'-6 5/8"
32'-2 5/8"
27'-6 5/8"
26'-5 5/8"
48'-4 1/8"
53'-4 1/8" 55'-5 1/8"
49'-3 1/8"
40'-11 3/4"
32'-9 1/8"29'-9 5/8"
US Army Corps of Engineers ®
SHEET ID
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D R
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N B
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D E
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S I D
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D A
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C O
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N O
S O
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IC
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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J E
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F B
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L A
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F A
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W
A S
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MAIN BLDG.
S-204
E L E
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ISSUE FOR CONSTRUCTION
1" = 10'-0" D1
ELEVATION AT GRID 8
1" = 10'-0" A1
ELEVATION AT GRID 10
ELEVATION NOTES
1. TOP OF STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. ALL ROOF BEAMS PARALLEL TO PROJECT NORTH-SOUTH TO BE DROPPED
-(4-1/2") FROM TOP OF STEEL ELEVATIONS.
3. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
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DC
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
TOP OF PILE CAP
-6' - 0"
B.5 D.3
25'-6 5/8"
29'-3 5/8"
32'-2 1/4"
29'-3 5/8"
27'-6 5/8"
S-510
A3
SIM
S-510
D1
HSS12X8X5/8
HSS12X8X5/8 HSS12X8X5/8
26'-5 1/2"
23'-9"
14'-9 1/2"
12'-8"
SECOND FLOOR
18' - 0"
DC
FIRST FLOOR
0"
INTERSTITIAL LEVEL
37' - 2 3/4"
TOP OF PILE CAP
-6' - 0"
B.5 D.3
HSS12X8X5/8
HSS12X8X5/8
HSS12X8X5/8
S-510
A3
S-510
A3
SIM
29'-3 5/8" 32'-2 1/4"
29'-3 5/8"
28'-10 1/8" 28'-10 1/8"
HSS12X8X5/8
HSS12X8X5/8
S-510
D1
26'-5 1/2"
23'-9"
14'-9 1/2"
12'-8"
SECOND FLOOR
18' - 0"
FIRST FLOOR
0"
S-515
F4
S-515
F1
A1
S-515
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
W x3
11 EQ SPACES FOR 34'-0"
S-501
A5
TYP
BOX GIRDER B
BOX GIRDER A
US Army Corps of Engineers ®
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D A
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C O
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N O
S O
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
-0
J E
S S
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A
A N
D E
R S
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L A
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L E
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F B
V
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IN
IA
L A
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L E
Y A
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F
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T A
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IN
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F A
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H D
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W
A S
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G T
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D S
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A R
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MAIN BLDG.
S-205
E L E
V A
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ISSUE FOR CONSTRUCTION
1" = 10'-0" D1
ELEVATION AT GRID 11
1" = 10'-0" A1
ELEVATION AT GRID 12
ELEVATION NOTES
1. TOP OF STEEL TO BE ±(0'-0") FROM REFERENCED
ELEVATIONS AND SLOPE LINEARLY BETWEEN ELEVATIONS AT
GRID LINES.
2. ALL ROOF BEAMS PARALLEL TO PROJECT NORTH-SOUTH TO BE DROPPED
-(4-1/2") FROM TOP OF STEEL ELEVATIONS.
3. REFERENCE DRAWINGS:
SEE SHEET S-001 THRU S-003 FOR GENERAL NOTES.
SEE SHEET S-004 THRU S-005 FOR SPECIAL INSPECTIONS.
SEE SHEET S-006 THRU S-009 FOR LOAD PLAN.
SEE SHEET S-201 THRU S-202 FOR PARTIAL PLANS
SEE SHEET S-203 THRU S-205 FOR ELEVATIONS.
SEE SHEET S-206 THRU S-210 FOR SCHEDULES.
SEE SHEET S-301 THRU S-303 FOR CONCRETE FOUNDATION DETAILS.
SEE SHEET S-304 THRU S-309 FOR CONCRETE FRAMING DETAILS.
SEE SHEET S-401 THRU S-402 FOR MASONRY FRAMING DETAILS.
SEE SHEET S-501 THRU S-520 FOR STEEL FRAMING DETAILS.
1/4" = 1'-0" A5
MONUMENTAL STAIR ELEVATION
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MARK
LENGTH WIDTH DEPTH
LONG BARS SHORT BARS
REMARKS
DIMENSIONS
PC3
PC4
PC5
PC6
PC7
PC8
PC9
PC10
PC11
PC12
PC17
REINFORCING
LONG BARS SHORT BARS
TOP BOTTOM
PILE CAP SCHEDULE
SEE DETAIL
7'-6"
9'-6"
12'-0"
12'-0"
12'-0"
12'-0"
16'-6"
16'-6"
16'-6"
22'-0"
7'-6"
9'-6"
7'-6"
10'-9 1/2"
12'-0"
14'-0"
19'-6"
SEE D1/S-301
SEE D3/S-301
SEE D5/S-301
SEE D8/S-301
SEE A1/S-301
SEE A3/S-301
SEE A6/S-301
SEE E1/S-302
SEE E5/S-302
SEE A1/S-302
SEE A5/S-302
32 8#8
38 11#8
42 12#8 18#8
PC1
8#8 8#8 8#8
11#8 11#8 11#8
12#8 18#8
SEE DETAIL 30 8#8 8#8
40 16#8 18#8 16#8 18#8
10'-9 1/2" 42 16#8 18#8 16#8 18#8
46 18#8 18#8 18#8 18#8
10'-9 1/2"
10'-9 1/2"
44 22#8 33#8 22#8 33#8
46 22#8 33#8 22#8 33#8
48 28#8 33#8 28#8 33#8
50 40#9 44#9 40#9 44#9
3'-0" 30 6#83'-0" 6#8 6#8 6#8 SEE F1/S-301
CONCRETE PILE CAP NOTES:
1. REFER TO S-301 AND S-302 FOR PILE CAP DETAILS.
2. REFER TO A1/S-303 FOR TYPICAL PILE CAP SECTION.
3. ALL PILE CAPS TO BE CENTERED ON PIERS UNLESS NOTED OTHERWISE.
4. PILES TO BE PRECAST PRESTRESSED SQUARE CONCRETE PILES WITH A
MINIMUM PILE CAP EMBEDMENT OF 6 INCHES. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL REQUIREMENTS.
8#8 8#8
MARK
WIDTH [IN] DEPTH [IN]
REMARKS
DIMENSIONS
P1P1
P2
P3
24 24
24 40
40 40
PIER SCHEDULE
LONGITUDINAL SHEAR TIES
REINFORCING
8#8 #4@12"O.C.
12#9 #4@12"O.C.
16#10P4 #4@12"O.C.
CONCRETE PIER NOTES:
1. REFER TO S-307 FOR PIER DETAILS.
2. ALL PIERS TO BE CENTERED ON COLUMN GRIDS UNLESS OTHERWISE NOTED
OR SHOWN.
3. VERTICAL PIER REINFORCING SHALL BE EQUALLY SPACED ON EACH FACE,
EXCEPT WHERE REQUIRED TO BE ADJUSTED SO AS NOT TO INTERFERE WITH
INTERSECTING BEAM REINFORCING. VERTICAL PIER REINFORCING MAY BE
MOVED WITHIN THE SPECIFIED LIMITATIONS OF ACI 315-04 WITH STANDARD
135 DEGREE HOOK.
4. PROVIDE CLASS "B" LAP SPLICE FOR ALL VERTICAL PIER REINFORCING
INCLUDING AT TOP OF FOOTING.
5. ALL PIER TIES SHALL BE AS SHOWN IN DETAILS AND SHALL HAVE STANDARD
135 DEGREE HOOKS.
6. PIER TIES SHALL BE LOCATED VERTICALLY NO MORE THAN 3 INCHES BELOW
HORIZONTAL REINFORCEMENT IN BEAM OR SLAB. WHERE BEAMS FRAME
FROM FOUR DIRECTIONS INTO A PIER, TIES MAY BE TERMINATED NOT MORE
THAT 3 INCHES BELOW LOWEST REINFORCEMENT OF SHALLOWEST BEAM.
7. PROVIDE HORIZONTAL REINFORCEMENT SPACED AT 3 INCHES MAXIMUM FOR
A MINIMUM OF 12 INCHES AT TOP OF PIER.
30 30 8#10 #4@12"O.C.
P5 40 48 16#11 #4@12"O.C.
SEE A1/S-307
SEE A3/S-307
SEE A5/S-307
SEE A7/S-307
SEE A9/S-307
P6 15 15 8#6 #4@12"O.C.
US Army Corps of Engineers ®
SHEET ID
U S
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
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D S
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MAIN BLDG.
S-206
S C
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F O
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ISSUE FOR CONSTRUCTION
3" = 1'-0" A1
PILECAP SCHEDULE
3" = 1'-0" D1
PIER SCHEDULE
IS
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LAP CLASS
TOP [IN] OTHER [IN]
WALLS AND SLABS
MINIMUM CONCRETE COVER: 3/4"
MINIMUM CLEAR BAR SPACING: 3"
A 12 12
LAP SPLICE SCHEDULE FOR UNCOATED GRADE 60 BARS
LAP SPLICE SCHEDULE NOTES:
1. TABULATED VALUES ARE BASED ON 4000PSI NORMAL WEIGHT CONCRETE.
FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.
FOR CONCRETE STRENGTHS OTHER THAN f'c = 4000PSI, MULTIPLY VALUES BY
63.25 DIVIDED BY THE SQUARE ROOT f'c.
2. TABULATED VALUES ARE BASED ON SPECIFIED CLEAR COVER TO BAR AND
CLEAR BAR SPACINGS. FOR OTHER CONDITIONS PROVIDE DEVELOPEMENT
LENGTH AND LAP SPLICE IN ACCORDANCE WITH ACI 318.
3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST
BELOW THE BAR.
4. USE CLASS "B" LAP SPLICE UNLESS NOTED OTHERWISE.
5. DEVELOPMENT LENGTH, Ld, IS EQUAL TO THE CLASS "A" LAP DIMENSION.
BAR SIZE
#3
COLUMNS, BEAMS, WALLS, SLABS
MINIMUM CONCRETE COVER: 1-1/2"
MINIMUM CLEAR BAR SPACING: 1"
TOP [IN] OTHER [IN]
16 12
B
A
#4
B
A
#5
B
A
#6
B
A
#7
B
A
#8
B
A
#9
B
A
#10
B
A
#11
B
15 12 20 16
19 15 25 19
25 19 33 25
28 21 36 28
36 28 47 36
37 29 48 37
49 37 62 48
48 37 61 47
63 48 79 61
60 46 74 57
77 60 97 74
72 56 84 65
94 72 109 84
87 67 94 73
113 87 123 94
102 78 105 81
132 102 136 105
US Army Corps of Engineers ®
SHEET ID
U S
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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MAIN BLDG.
S-207
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ISSUE FOR CONSTRUCTION
CONCRETE BEAM SCHEDULE
MARK
SIZE BOTTOM BARS TOP LEFT BARS TOP RIGHT BARS STIRRUPS
REMARKS
WIDTH
(in.)
DEPTH
(in.) NO. SIZE NO. SIZE NO. SIZE TYPE SIZE SPACING
B1 40" 30" 6 #9 8 #9 8 #9 B #4 16@9", REST@18"
B2 24" 30" 5 #9 7 #9 7 #9 A #4 18@4", 9@8", REST@18"
B3 24" 42" 8 #9 8 #9 6 #9 A #4 28@3", 8@6", REST@8"
B4 24" 42" 8 #9 6 #9 8 #9 A #4 28@3", 8@6", REST@8"
B6 24" 34" 5 #9 6 #9 6 #9 A #4 18@4", 9@8", REST@18"
B7 24" 64" 7 #9 6 #9 6 #9 A #4 24@6", REST@18" SEE C1/S-309
B8 24" 64" 7 #9 6 #9 6 #9 A #4 24@6", REST@18"
B9 40" 42" 5 #9 7 #9 7 #9 A #4 12@4", 14@6", REST@18" SEE A7/S-308
B10 40" 42" 5 #9 6 #9 7 #9 A #4 12@4", 14@6", REST@18" SEE A7/S-308
B11 40" 30" 5 #9 6 #9 6 #9 B #4 14@9", REST@18"
B12 40" 34" 6 #9 6 #9 6 #9 B #4 12@6", 6@9", REST@12"
B13 40" 34" 5 #9 6 #9 6 #9 B #4 12@9", REST@18"
B14 40" 30" 5 #9 6 #9 6 #9 A #4 22@6", REST@18"
B15 40" 30" 4 #9 6 #9 6 #9 B #4 8@6", 4@12", REST@18"
B16 40" 30" 8 #9 12 #10 12 #10 B #4 22@2", 14@3", 8@6", 6@12", REST@18"
TWO TOP ROWS OF (6) BARS
B17 40" 30" 8 #9 8 #9 12 #10 B #4 16@3", 12@4", 16@6", REST@18"
TWO TOP ROWS OF (6) BARS ON LEFT SIDE
B18 24" 30" 4 #9 4 #9 4 #9 A #4 16@6", REST@18"
B19 24" 30" 5 #9 7 #9 7 #9 A #4 18@4", 9@8", REST@18"
B20 40" 30" 5 #9 8 #9 6 #9 A #4 12@4", 14@6", REST@18" SEE A3/S-308
B21 40" 30" 5 #9 8 #9 8 #9 A #4 18@2", 9@4", 6@6", REST@18"
SEE A3/S-308
B22 24" 30" 6 #9 4 #9 4 #9 A #4 28@6", REST@18"
B23 24" 34" 5 #9 6 #9 6 #9 A #4 22@4", 12@8", REST@18"
B24 24" 30" 4 #9 4 #9 4 #9 A #4 12@12", REST@18"
B25 18" 24" 3 #9 3 #9 3 #9 A #4 4@12", REST@18"
B26 40" 30" 6 #9 6 #9 6 #9 B #4 6@12", REST@18" TWO TOP ROWS OF (6) BARS ON RIGHT SIDE
B27 40" 30" 6 #9 6 #9 6 #9 B #4 REST@6"
B28 40" 30" 6 #9 12 #10 6 #9 B #4 14@3", 8@6", 6@9", REST@18"
TWO TOP ROWS OF (6) BARS ON RIGHT SIDE
B29 40" 30" 6 #9 6 #9 6 #9 B #4 REST@6" SEE C4/S-309
B30 24" 30" 4 #9 4 #9 6 #9 A #4 12@12", REST@18"
B31 24" 30" 4 #9 4 #9 4 #9 A #4 4@12", REST@18"
B32 24" 30" 4 #9 4 #9 4 #9 A #4 8@12", REST@18"
B33 15" 21" 3 #8 3 #8 3 #8 A #4 2@6", REST@12"
B34 12" 18" 3 #5 3 #5 3 #5 A #3 2@6", REST@18"
NOTES:
1. REFER TO S-306 FOR TYPICAL CONCRETE BEAM DETAILS.
2. LEFT AND RIGHT OF A BEAM SHALL BE DETERMINED AS THE BEAM IS BEING
VIEWED TO READ THE MARK NUMBER ON THE FRAMING PLAN.
3. ALL BOTTOM AND TOP BARS SHALL BE PLACED IN ONE LAYER UNLESS TWO
LAYERS ARE REQUIRED TO MEET ACI MINIMUM BAR SPACING REQUIREMENTS.
WHERE TWO LAYERS ARE REQUIRED, PROVIDE 1" CLEAR BETWEEN LAYERS.
4. WHEN THE NUMBER OF SCHEDULED BARS EXCEEDS THE NUMBER ALLOWED
IN ONE LAYER, THE BALANCE OF THE BARS, BUT NOT LESS THAN TWO BARS,
SHALL BE PLACED IN THE SECOND LAYER.
5. WHERE A BEAM IS SUPPORTED BY A COLUMN BUT HAS ANOTHER BEAM
FRAMING PERPENDICULAR TO IT AT THE SAME COLUMN, THE FIRST STIRRUP
SPACING SHALL START FROM THE FACE OF THE COLUMN AND NOT FROM
THE FACE OF THE TRANSVERSE BEAM.
6. FOR BEAM DEPTH EQUAL TO OR GREATER THAN 24", PROVIDE CONTINUOUS
SIDE BARS EACH FACE. ALL SIDE BARS TO BE TENSION LAP SPLICED AT
MIDSPAN AND HOOKED AT DISCONTINUOUS END.
7. WHERE BEAM SCHEDULE INDICATES 2 SETS OF TOP BARS AT SAME LOCATION
(RE OF ONE SPAN AND LE OF ADJACENT SPAN), PROVIDE ONLY THE SET
REQUIRING THE GREATEST CROSS-SECTIONAL AREA.
8. BOTTOM AND TOP BAR PLACEMENT SHALL BE ARRANGED SUCH THAT THE
BEAM BARS WILL NOT INTERFERE WITH COLUMN BARS AT BEAM / COLUMN
INTERSECTIONS. BEAM BARS SHALL BE ARRANGED IN AN EVEN OR ODD
NUMBER OF BARS TO ACCOMMODATE LOCATION OF COLUMN BARS.
WHERE SUCH PLACEMENT REQUIRES, BEAM BARS MAY BE PLACED IN 2 LAYERS.
9. STIRRUP SPACING AS SPECIFIED TO BE INSTALLED WITH CLOSER TIE SPACING BEGINNGING AT 2"
FROM THE FACE OF THE SUPPORT AT EACH END.
3" = 1'-0" D1
REINFORCING BAR DEVELOPMENT LENGTH (Ld) AND LAP SPLICE SCHEDULE
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TOP OF PILE
CAP
TOP OF PILE
CAP
-6' - 0" -6' - 0"
FIRST FLOOR FIRST FLOOR
0" 0"
SECOND
FLOOR
SECOND
FLOOR
18' - 0" 18' - 0"
INTERSTITIAL
LEVEL
INTERSTITIAL
LEVEL
37' - 2 3/4" 37' - 2 3/4"
HP ROOF HP ROOF
55' - 6 3/4" 55' - 6 3/4"
Column
Locations A-3 A-4 A-5 A-6 A-7 A-8 B-3 B-4 B-5 B-6 B-7 B-8 B.5-8 B.5-9 B.5-10 B.5-11 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 D-1
TOP OF PILE
CAP
TOP OF PILE
CAP
-6' - 0" -6' - 0"
FIRST FLOOR FIRST FLOOR
0" 0"
SECOND
FLOOR
SECOND
FLOOR
18' - 0" 18' - 0"
INTERSTITIAL
LEVEL
INTERSTITIAL
LEVEL
37' - 2 3/4" 37' - 2 3/4"
HP ROOF HP ROOF
55' - 6 3/4" 55' - 6 3/4"
Column
Locations D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D.3-10 D.3-11 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 F-1 F-2 F-3 F-4 F-5 F-6
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
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
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
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
A E
S S
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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IN
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2 3 4 5 6 7 8 9 10
F
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D
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B
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D A
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
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A S
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MAIN BLDG.
S-208
S C
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S T
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J A
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IS
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TOP OF PILE
CAP
TOP OF PILE
CAP
-6' - 0" -6' - 0"
FIRST FLOOR FIRST FLOOR
0" 0"
SECOND
FLOOR
SECOND
FLOOR
18' - 0" 18' - 0"
INTERSTITIAL
LEVEL
INTERSTITIAL
LEVEL
37' - 2 3/4" 37' - 2 3/4"
HP ROOF HP ROOF
55' - 6 3/4" 55' - 6 3/4"
Column
Locations F-7 F-8 F-9 F-10 G-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 G-9 G-10
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
A E
S S
A E
S S
A E
S S
A E
S S
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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G
IN
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D R
A W
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2 3 4 5 6 7 8 9 10
F
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D
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B
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D A
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M A
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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V
A
MAIN BLDG.
S-209
S C
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D U
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S
S T
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J A
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ISSUE FOR CONSTRUCTION
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MARK REMARKS
PLATE DIMENSIONS
BP1
BP2
BP3
BP4
ANCHOR ROD DIMENSIONS
COLUMN BASE PLATE SCHEDULE
2 3/4 15
2-1/2
3-1/2
W8
W10
W12
W14
COLUMN SIZE
LENGTH, B
[IN]
WIDTH, N
[IN]
THICKNESS, T
[IN]
3/4
1-1/4
1-1/2
HOLE LOCATIONS
S1
[IN]
S2
[IN]
2-1/2
3-1/2
DIAMETER
[IN]
EMBEDMENT DEPTH
[IN]
3/4 15
3/4 15
3/4 15
COLUMN BASE PLATE SCHEDULE NOTES:
1. REFER TO A1/S-501 FOR TYPICAL BASE PLATE DETAIL.
2. PROVIDE MINIMUM SIZE WELD PER REQUIREMENTS SET
BY AISC SPECIFICATIONS.
3. PROVIDE PL3/8X2X2 WASHER AT ALL ANCHOR RODS.
PROVIDE MINIMUM SIZE WELD PER REQUIREMENTS SET
BY AISC SPECIFICATIONS.
4. LEVELING PLATES MAY BE USED AS CONTRACTOR
OPTION PENDING APPROVAL FROM THE STRUCTURAL
ENGINEER OF RECORD.
NOTES:
1. REFER TO D1/S-501 FOR TYPICAL SHEAR PLATE DETAIL.
2. REFER TO D3/S-501 FOR TYPICAL DOUBLE ANGLE DETAIL.
3. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER
BOLTS, UNLESS STATED OTHERWISE.
4. BOLT SIZE AND NUMBER SHALL BE TYPICAL FOR ALL CONDITIONS,
UNLESS DETAILED OTHERWISE. ALL BOLTS SHALL BE ASTM A490 TYPE N.
5. STANDARD BOLT HOLES TO BE USED, UNLESS STATED OTHERWISE.
SCHEDULE B - DOUBLE ANGLES (AISC 360-10 LRFD)
W8 1/4" 3/16" 2
W10 3/16" 2
W12 3
W14
W16
W18
W21
W24
W27
W30
W33
SCHEDULE A - SHEAR PLATES (AISC 360-10 LRFD)
BEAM SIZE PLATE THICKNESS WELD SIZE "A" NUMBER OF BOLTS
W8 5/16" 1/4" 2
W10 5/16" 1/4" 2
W12 5/16" 3
W14
W16
W18
W21
W24
W27
W30
W33
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
3/16"
3/16"
3/16"
3/16"
3/16"
3/16"
3/16"
3/16"
3/16"
6. ALL BEAM TO COLUMN, CANTILEVER BEAM AND COLLECTOR BEAM
CONNECTIONS SHALL BE SLIP-CRITICAL (SC) BOLTS.
7. ALL SINGLE SHEAR PLATE AND DOUBLE ANGLES TO BE ASTM A36 UNLESS
STATED OTHERWISE.
8. CONNECTIONS SHOWN IN SCHEDULE A MAY BE REPLACED WITH
CONNECTIONS SHOWN IN SCHEDULE B USING DOUBLE ANGLES.
9. REFER TO GENERAL NOTES FOR OTHER CONNECTION REQUIREMENTS.
MINIMUM REQUIRED
SHEAR CAPACITY OF
CONNECTION [KIPS]
BEAM SIZE PLATE THICKNESS WELD SIZE "B" NUMBER OF BOLTS
MINIMUM REQUIRED
SHEAR CAPACITY OF
CONNECTION [KIPS]
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
42.5
42.5
77.5
112.5
112.5
137.5
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
42.5
42.5
77.5
112.5
112.5
137.5
SCHEDULE C - MOMENT CONNECTIONS
(AISC 360-10 LRFD)
BEAM SIZE MINIMUM NUMBER
OF BOLTS
W12 3
W24
W30
16 (2 VERT ROWS)
NOTES:
1. REFER TO A1/S-503 AND D1/S-503 FOR BEAM TO COLUMN MOMENT FRAME DETAILS.
2. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER BOLTS, UNO.
3. BOLT SIZE AND NUMBER SHALL BE TYPICAL FOR ALL CONDITIONS,
UNLESS DETAILED OTHERWISE. ALL BOLTS SHALL BE ASTM A490 TYPE N.
4. STANDARD BOLT HOLES TO BE USED UNLESS STATED OTHERWISE.
5. ALL BEAM TO COLUMN, CANTILEVER BEAM AND COLLECTOR BEAM CONNECTIONS
SHALL BE SLIP-CRITICAL (SC) BOLTS. SEE STRUCTURAL NOTES.
6. ALL SINGLE SHEAR PLATE AND DOUBLE ANGLES TO BE ASTM A36 UNLESS
STATED OTHERWISE.
7. REFER TO GENERAL NOTES FOR OTHER CONNECTION REQUIREMENTS.
W33 18 (2 VERT ROWS)
MINIMUM REQUIRED
SHEAR CAPACITY OF
CONNECTION [KIPS]
MINIMUM REQUIRED
FLEXURAL CAPACITY OF
CONNECTION [KIP-FT]
112.5
137.5
42.5
MARK REMARKS
PLATE DIMENSIONS
EP1
HEADED STUD DIMENSIONS
COLUMN EMBED PLATE SCHEDULE
4 1 1/2 2HSS2X2
COLUMN SIZE
LENGTH, B
[IN]
WIDTH, N
[IN]
THICKNESS, T
[IN]
4 1/2
HEADED STUD LOCATIONS
S1
[IN]
S2
[IN]
DIAMETER
[IN]
EMBEDMENT DEPTH
[IN]
COLUM EMBED PLATE SCHEDULE NOTES:
1. REFER TO A1/S-501 FOR TYPICAL BASE PLATE DETAIL.
2. PROVIDE MINIMUM SIZE WELD PER REQUIREMENTS SET
BY AISC SPECIFICATIONS.
3. PROVIDE WELD AT HEADED STUDS TO DEVELOP FULL
TENSION CAPACITY OF STUD.
4. ALL STUDS TO BE LOCATED A MINIMUM OF 4" FROM FREE
EDGES OF CONCRETE.
EP2 HSS4X2 6 1.5 1/2 86 1/2 1.5
EP3 HSS8X4 9 2 1/2 89 1/2 2
EP4 HSS6X6 8 2.5 3/4 88 3/4 2.5
EP5 W12X30 16 12 1-1/2" 5 3/4 155 SEE A5/S-501
EP6 BOX GIRDER A 37 16.25 1-1/2" - 3/4 15- SEE D6/S-501
US Army Corps of Engineers ®
SHEET ID
U S
A R
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N O
S O
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2 3 4 5 6 7 8 9 10
F
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D
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B
A
D A
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M A
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D E
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
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F A
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H D
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W
A S
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IN
G T
V
D S
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A R
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IN
G T
O N
V
A
MAIN BLDG.
S-210
S C
H E
D U
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S
S T
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L F
R A
M
IN
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J A
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/1
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ISSUE FOR CONSTRUCTION
3" = 1'-0" C1
COLUMN BASE PLATE SCHEDULE
12" = 1'-0" D1
STANDARD SHEAR CONNECTION SCHEDULES
12" = 1'-0"
D4
STANDARD MOMENT CONNECTION SCHEDULE
3" = 1'-0" A1
COLUMN EMBED PLATE SCHEDULE
IS
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F O
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/1
CL
MIN
1'-6" 2'-3" 2'-3"
MIN
1'-6"
/4
/8
/8
7'-6"
/4
2'-3" 1'-6" 1'-6" 2'-3"
CL
CL
M
IN
M
IN
MIN
1'-6" 2'-3" 2'-3"
MIN
1'-6"
7'-6"
CL
CL
MIN
1'-6" 3'-3" 3'-3"
MIN
1'-6"
9'-6"
M
IN
M
IN
CL
CL
MIN
1'-6" 4'-6" 4'-6" 1'-6"
12'-0"
CL
CL
MIN
1'-6" 2'-3" 2'-3" 2'-3" 2'-3"
MIN
1'-6"
12'-0"
/4
/4
/2
CL
CL
MIN
1'-6" 4'-6" 4'-6"
MIN
1'-6"
M
IN
/4
/4
M
IN
/2
12'-0"
CL
CL
MIN
1'-6" 4'-6" 4'-6"
MIN
1'-6"
12'-0"
M
IN
M
IN
CL
CL
M
IN
M
IN
MIN
1'-6"
MIN
1'-6"
3'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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G
IN
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R S
D R
A W
N B
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D E
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F
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D
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B
A
D A
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M A
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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J E
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F A
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A S
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G T
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D S
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MAIN BLDG.
S-301
C O
N C
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F
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ISSUE FOR CONSTRUCTION
1/2" = 1'-0" D1
CONCRETE PILCAP DETAIL - PC3
1/2" = 1'-0"
D3
CONCRETE PILECAP DETAIL - PC4
1/2" = 1'-0" D5
CONCRETE PILECAP DETAIL - PC5
1/2" = 1'-0"
D8
CONCRETE PILECAP DETAIL - PC6
1/2" = 1'-0" A1
CONCRETE PILECAP DETAIL - PC7
1/2" = 1'-0"
A3
CONCRETE PILECAP DETAIL - PC8
1/2" = 1'-0" A6
CONCRETE PILECAP DETAIL - PC9
1/2" = 1'-0" F1
CONCRETE PILECAP DETAIL - PC1
IS
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MIN
1'-6"
MIN
1'-6" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3"
16'-6"
M
IN
/4
/4
M
IN
/2
CL
CL
MIN
1'-6" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3"
MIN
1'-6"
16'-6"
M
IN
/4
/4
M
IN
/2
CL
CL
MIN
1'-6" 4'-6" 2'-3" 2'-3" 4'-6"
MIN
1'-6"
16'-6"
M
IN
M
IN
CL
CL
M
IN
22'-0"
1'-6" 3'-3" 1'-6" 4'-9" 4'-9" 1'-6" 3'-3" 1'-6"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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G
IN
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D R
A W
N B
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D E
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D
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D A
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
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J E
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MAIN BLDG.
S-302
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ISSUE FOR CONSTRUCTION
1/2" = 1'-0" E1
CONCRETE PILECAP DETAIL - PC10
1/2" = 1'-0"
E5
CONCRETE PILECAP DETAIL - PC11
1/2" = 1'-0" A1
CONCRETE PILECAP DETAIL - PC12
1/2" = 1'-0" A5
CONCRETE PILECAP DETAIL - PC17
IS
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SQUARE PRECAST
PRESTRESSED
CONCRETE PILE
PIER,
SEE PLAN
PILE CAP,
SEE SCHEDULE
S P
LI
C
E C
LA
S
S
B
LA
P
T/ PILE CAP
SEE PLAN
T/ PILE
4" M
IN
3"
M
IN
3" M
IN
TOP REINFORCING,
SEE SCHEDULE
S E
E S
C H
E D
U
LE
D E
P T
H
DOWELS WITH 90 DEGREE
STANDARD HOOK,
LAP AND MATCH VERTICAL
REINFORCING OF PIER
BOTTOM REINFORCING,
SEE SCHEDULE
T/ OF SLAB
SEE PLAN
T/ OF PILE CAP
SEE PLAN
CMU WALL,
SEE PLAN
CONCRETE BEAM,
SEE PLAN
TWO-WAY SLAB,
SEE PLAN
10" CONCRETE WALL,
#6@8"O.C. REINFORCING
EACH DIRECTION EACH FACE
PILECAP,
SEE PLAN
2' -0
3'
-0
2' -0
1'
-0
S E
E S
C H
E D
U
LE
D E
P T
H
S P
LI
C
E C
LA
S
S
B
LA
P
BUILT UP SLAB,
SEE PLAN
NORMALWEIGHT CONCRETE FILL,
PROVIDE #4@18"O.C. EACH
DIRECTION
2'-0"
L3X3X1/4 BY 2'-0" WITH (2)-1/2"Ø
BY 4-1/2" EXPANSION BOLT
LAP AND MATCH VERTICAL
REINFORCING OF CONCRETE
WALL
T/ OF SLAB
SEE PLAN
T/ OF PIT
COORD WITH ARCH
WATERSTOP, TYPICAL
S P
LI
C
E C
LA
S
S
B
LA
P
STRUCTURAL FILL
6" MINIMUM OF
GRANULAR FILL
15MIL VAPOR BARRIER
6" TYP
6" T
Y P
1 1/2"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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IN
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D R
A W
N B
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D E
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F
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
W D
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-D
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J E
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MAIN BLDG.
S-303
C O
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F
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ISSUE FOR CONSTRUCTION
1/2" = 1'-0" A1
TYPICAL PILECAP SECTION
1/2" = 1'-0"
A5
ELEVATOR PIT SECTION
IS
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BLOCKING, THICKNESS TO SUIT
COVER ON REINF
REMOVE FOR SECOND POUR
EXPANDED METAL LATHE,
EXTEND THRU REINF
D
B E
A M
D E
P T
H
FIRST POUR SECOND POUR
D
S
LA
B D
E P
T H
#4 x 3'-4" @ 16" O.C. ADDL.
DELETE IS SLAB TOP BARS
OCCUR CONT THRU JOINT
CONTINUOUS KEYWAY
WITH TAPERED SIDES
ALL REINF TO RUN
THRU UNINTERRUPTED
D /3
D /3
D /3
1 1/2"
D
W A
LL
T
H
IC
K N
E S
S
CONTINUOUS KEYWAY
WITH TAPERED SIDES FOR
WALLS 8" OR GREATER IN
THICKNESS
ALL REINF TO RUN
THRU UNINTERRUPTED 1 1/2"
D /3
D /3
D /3
BEAM CONSTRUCTION JOINT
STRUCTURAL SLAB CONSTRUCTION JOINT
WALL CONSTRUCTION JOINT
NOTES
1. PROVIDE CONSTRUCTION JOINT OR CONTROL JOINT AT 25'-0" MAX. SPACING.
2. LOCATE FIRST JOINT NO FURTHER THAN 15'-0" FROM CORNER.
3. JOINT LOCATIONS AND DETAILS TO BE APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER.
4. PRIOR TO SECOND PLACEMENT OF WALL AT CONSTRUCTION JOINTS, ABRASIVE BLAST OR CHIP
FIRST PLACEMENT FACE OF JOINT TO REMOVE LAITANCE HONEYCOMBING, ETC.. CLEAN WITH
WATER AND STIFF BRUSH AND MAKE SECOND PLACEMENT WHAN CONCRETE IS DAMP.
5. DO NOT USE THIS DETAIL FOR SHEAR WALLS OR WALLS DESIGNED TO SPAN HORIZONTALLY.
WALL CONTROL JOINT
1/2 X 1/2 JOINT WITH
SEALANT EACH FACE
EACH LEG
CLASS 'B' LAP SPLICE
EACH LEG
CLASS 'B' LAP SPLICE
EACH LEG
CLASS 'B' LAP SPLICE
E A
C H
L E
G
C
LA
S S
'B ' L
A P
S P
LI
C
E
E A
C H
L E
G
C
LA
S S
'B ' L
A P
S P
LI
C
E
CORNER - OUTSIDE LOADED CORNER - INSIDE LOADED "T" INTERSECTION
"T" INTERSECTION - SINGLE CURTAINCORNER - SINGLE CURTAIN
BACKFILLED
FACE OF WALL
BACKFILLED
FACE OF WALL
STANDARD 90° HOOK,
ALTERNATE DIRECTION
NOTES:
1. WHERE WALLS ARE BACKFILLED ON BOTH SIDES,
PROVIDE DETAIL SUITABLE FOR SIDE WITH GREATEST
HEIGHT OF BACKFILL. WHERE HEIGHT OF BACKFILL IS
THE SAME ON BOTH SIDES OR WALL WITHOUT BACKFILL,
USE OUTSIDE LOADED DETAIL.
2. CORNER BAR SIZE TO MATCH LARGEST BAR SPLICED
AND SPACING TO MATCH CLOSEST SPACING OF BARS.
CORNER BAR
CORNER BAR
CORNER BAR
CORNER BAR
CORNER BAR
1/2 BAR SPACING
BAR SPACING
SEE NOTE 2
SEE NOTE 1
1-#5 x 4'-0" EACH CORNER, TOP AND BOTTOM IN SLABS
OR EACH FACE IN WALLS
NOTES:
1. HOOK ALL TERMINATED BARS AT FACE OF OPENING. IF EDGE OF CONC OCCURS
BEFORE INDICATED BAR EXTENSION PAST OPENING IS OBTAINED, EXTEND BAR FULL
AVAILABLE LENGTH AND HOOK.
2. ADD BARS EQUAL TO ONE-HALF NUMBER OF BARS RUNNING IN THE SAME DIRECTION
THAT ARE TERMINATED BY OPENING. PROVIDE BARS ON EACH SIDE OF OPENING
(TOP AND BOTTOM OF SLABS OR EACH FACE OF WALL), MIN 2-#4 EACH FACE,
OR TOP AND BOTTOM, EACH SIDE. SPACE BARS AT 3".
3. FOR OPENINGS LESS THAN OR EQUAL TO 18" SQUARE OR DIAMETER, OFFSET REINF
TO CLEAR OPENING, NO ADDITIONAL REINF REQUIRED. SCHEDULED BARS SHALL BE
SPREAD (NOT CUT) TO ALLOW OPENING TO BE MADE.
4. OPENINGS SHALL NOT BE PLACED CLOSER THAN 1 WIDTH OR DIAMETER FROM ANY
ADJACENT BEAM NOR CLOSER THAN 2 WIDTHS OR DIAMETERS. WHEN TWO ADJACENT
OPENINGS ARE OF A DIFFERENT SIZE, SPACING SHALL BE BASED UPON THE LARGER SIZE.
WHEN TOTAL WIDTH OF ADJACENT OPENINGS REQUIRED IS 30" OR WHEN REQUIRED
SPACING OF OPENINGS CANNOT BE MET, COMBINED AREA SHALL BE TREATED AS ONE
OPENING AND SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.
5. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF REQUIRED OPENINGS WITH OTHER
TRADES BEFORE POURING CONRETE SLABS OR WALLS.
6. INDICATES SCHEDULED BARS
T Y
P 2"
TYP
2"
LENGTH, TYP
2 x LAP SPLICE
LE
N
G T
H , T
Y P
X
L A
P S
P
LI
C E
RECTANGULAR
OR ROUND
OPENING
U N
O
4"
LEVEL TOP
SEE PLAN, ARCH. MECH OR ELEC
FOR SIZE AND LOCATION OF PAD
CLR
1 1/2"
C
LR
1/
2"
CLEAN AND ROUGHEN
SURFACE TO AN AMPLITUDE OF
1/4" PRIOR TO POURING PAD
NORMAL WEIGHT CONCRETE PAD
#4 @ 18" O.C. EACH WAY
POST INSTALLED ANCHORS
MECH. EQUIP BASE RAIL
MECH. EQUIP
8" MIN .
#4 @ 12" SET IN
TYPICAL…
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