Attachment115_DLA_OPS_PH II_S-503 - TYPICAL DETAILS.pdf
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- Solicitation number
- W9123620R2005
About this file
This notice provides details for a forthcoming solicitation seeking construction services for the DLA Aviation Operations Center Phase II project in Richmond, Virginia. The U.S. Army Corps of Engineers-Norfolk District intends to issue a request for proposal to construct a 281,075 square foot multi-story office building to accommodate 1,622 employees. The facility will include administrative offices, support spaces, conference rooms, kitchens, restrooms, elevators, fire suppression and alarm systems, and an energy management control system. The contract award will be a firm-fixed-price and the completion date is 1020 calendar days after notice to proceed. Prospective offerors should monitor beta.sam.gov on or around May 27, 2020 for the full solicitation and any amendments.
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Text version
COLUMN ABOVE
#4 TIES
ANCHOR BOLT
LAYOUT VARIES
AT COLUMNS
(12) #8 VERTICAL
(4 EACH FACE)
E Q
E Q
EQ EQ
PIER P1 AND PIER P2
3'-0" X 3'-0"
PIER P3 AND PIER P4
2'-4" X 2'-4"
CENTERLINE
COLUMN
ANCHOR BOLTS
COLUMN ABOVE
(ORIENTATION
VARIES)
#4 TIES
P3: REINF W/ (8) - #7
VERTICAL
P4: REINF W/(8) - #6
VERTICAL
E Q
E Q
EQ EQ
CENTERLINE
COLUMN
ANCHOR BOLTS
COLUMN ABOVE
#4 TIES
(16) - #8 VERTICAL
(5 EACH FACE)
1' - 8" 1' - 8"
PIER P5
3'-4" X 3'-4"
CENTERLINE
COLUMN
ANCHOR BOLTS
2'-8" X 2'-8" 2'-0" X 2'-0"
2' - 0" 2' - 0"
PC1 CAP PLAN
4' - 0"
COLUMN ABOVE
SHOWN FOR
ORIENTATION
REFERENCE
DRILLED PIER
BELOW, REFER
TO SCHEDULE
(5) #8
(5) #8
(4) #6
CENTERLINE
OF COLUMN,
CAP AND PIER
CAP THICKNESS = 3'-6"
PC2 AND PC4 CAP PLAN
CAP THICKNESS = 3'-6"
A T
P C
A T
P C
A T
P C
A T
P C
2' - 0" 2' - 0"
4' - 0"
A T
P C
A T
P C
DRILLED PIER
BELOW, REFER
TO SCHEDULE
(6) #8
(10) #8 AT PC2
(12) #8 AT PC4
(4) #6
GRID
GRID
GRID
R E
F E
R T
O P
L A
N
CENTERLINE
OF COLUMN,
CAP AND PIER
CENTERLINE
OF COLUMN,
CAP AND PIER
COLUMN
LOCATIONS AND
ORIENTATIONS
VARY, REFER TO
PLAN FOR
LOCATION
2' - 6" 2' - 6"
PC3 CAP PLAN
5' - 0"
COLUMN ABOVE
SHOWN. FOR
ORIENTATION
REFER TO PLAN
DRILLED PIER
BELOW, REFER
TO SCHEDULE
(7) #8
(7) #8
(4) #6
CENTERLINE OF
COLUMN, CAP
AND PIER
CAP THICKNESS = 3'-6"
3'-0" DIA AT OTHERS
2'-6" DIA AT DP1 AND DP5
12 - #9 VERTICAL
(TYP)
#4 AT 12" OC
TIES PROVIDE
SPIRAL OR
LAPPED REINF
DO NOT HOOK.
HOOK VERTICAL
BARS AS SHOWN
D E
P T
H O
F P
IE
R
R E
IN
F
O R
C E
M E
N T
A T
D P
A T
A L L O
T H
E R
S
R E
F E
R T
O D
R
IL
L E
D P
IE
R
A N
D P
IE
R
C A
P P
L A
N S
D R
IL
L
E D
P
IE
R L
E N
G T
H
WHERE GRADE
BEAM SITS ON
TOP OF DRILLED
PIER CAP,
PROVIDE 4-#6
DOWELS, 4'-0"
LONG
OUTLINE OF
GRADE BEAM
ABOVE (WHERE
APPLICABLE)
PROVIDE ADDITIONAL
REBAR OR EXTEND REBAR
CAGE TO SUPPORT AND
INSTALL CROSSHOLE
SONIC LOGGING (CSL)
TUBES AS REQUIRED.
REFER TO PLAN
TOP OF FOOTING OR
PIER CAP
[-1'-0"]
TOP OF PIER (UNLESS
OTHERWISE NOTED)
COLUMN, PIER, AND FOOTING
UNLESS OTHERWISE NOTED
STANDARD 90° HOOK
(TYPICAL) IN PLANE OF
HORIZ REINF
CONCRETE PIER, SEE PLAN
FOR SIZE AND VERTICAL
REINFORCING
4 - #4 TIES AT 3" OC
AT TOP OF PIER
SEE TYP BASE PLATE
ANCHORAGE DETAIL,
SHEET S-502
#4 TIES AT 12" OC MAX
FINISHED FIRST
FLOOR = 0'-0"
HOOK TOP BARS WHERE
REQUIRED, REFER TO
CONCRETE PIER NOTES,
THIS SHEET
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
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S O
F E
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IN
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IS
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N N
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2 3 4 5 6 7 8 9 10
F
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B
A
D A
T E
M A
R K
D E
S C
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IP
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IO
N
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
C T
N O
W
-1
-D
-0
01/10/2020
737174
S-503
T Y
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S
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F E
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U P
P L Y
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W A
L L E
R T
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D
S A
D L E
R
A W
O O
L P
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T C
O M
P A
N Y
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
K B
F
J S
S
D S
R
M L M
J A
N U
A R
Y
D L A
O P
E R
A T
IO
N
S C
E N
T E
R
P H
-2
D E
F E
N S
E L
O G
IS
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IC
S
A G
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C Y
A
V
IA
T
IO
N D
S C
R
NOT TO SCALEF1
CONCRETE PIER DETAILS
NOT TO SCALEA1
DRILLED PIER CAP DETAILS
NOT TO SCALEB8
DRILLED PIER DETAIL
NOT TO SCALEC1
TYPICAL CONCRETE PIER DETAIL
CONCRETE PIER PLAN DETAILS
CONCRETE PIER NOTES:
1. PROVIDE TOP HOOKS IN VERTICAL BARS AS FOLLOWS:
#6 BAR: NO HOOK
#7 BAR: 14" 90 DEG HOOK
#8 BAR: 16" 90 DEG HOOK
2. FOR PIERS P1 AND P5, PIER REINFORCEMENT
ORIENTATION SHALL MATCH COLUMN ORIENTATION AS
SHOWN.
3. FOR TIE SPACING, REFER TO TYPICAL CONCRETE PIER
DETAIL, THIS SHEET.
A
M E
N D
M E
N T
N O
J U
L Y
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