Attachment112_DLA_OPS_PH II_S-304 - FOUNDATION SECTIONS.pdf
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- Solicitation number
- W9123620R2005
About this file
This document provides details for a federal construction contract opportunity for the Defense Logistics Agency Aviation Operations Center, Phase II project. The U.S. Army Corps of Engineers intends to issue a Request for Proposal for the construction of a 281,075 square foot, multi-story office building in Richmond, Virginia to accommodate 1,622 employees for $25-100 million. Interested parties should monitor sam.gov beginning May 27, 2020 for the solicitation and amendments. The fixed-price contract completion date will be 1020 calendar days after notice to proceed. Evaluation criteria will include past performance, project approach, small business participation plan, and price.
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1/4" EXPAN JOINT
MAT'L (TYP)
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
VAPOR
RETARDER
POROUS FILL
BUILT-UP
BITUMINOUS
WATERPROOFING
(6) #6 BOTTOM,
EXTEND BARS
INTO FAR SIDE
OF GRADE BEAM
(6) #6 BOTTOM,
EXTEND BARS
INTO FAR SIDE OF
GRADE BEAM
CONT RIBBED OR
DUMBBELL
WATER STOP
(TYP)
DOWELS TO
MATCH VERT
WALL REINF
(TYP)
#4 AT 12" OC
VERT AND HORIZ,
MIDDLE OF WALL
(TYP)
#4 AT 24" OC
VERT WALL
REINF (TYP)
#4 U-SHAPED
BAR AT 12" OC
SELF-ADHESIVE SHEET
WATERPROOFING
#4 AT 12" OC
EACH WAY TOP
AND BOTTOM
#4 DOWELS
AT 12" OC
ELEVATOR
DIVIDER BEAM,
REFER TO PLAN.
ATTACH TO WALL
W/ L4x4x3/8 W/ (2)
3/4"Ø HEADED
BOLTS
HSS8x4x1/4 (VERT)
BETWEEN WIDE-
FLANGE BEAMS FOR
ELEVATOR RAIL
SUPPORT. COORD
LOCATION W/
ELEVATOR MANUF
REQUIREMENTS
1' - 4"8"REFER TO FOUNDATION PLAN FOR ELEVATOR PIT DIMENSIONS8"1' - 4"
MANUF REQUIREMENTS
COORDINATE WITH ELEVATOR
SUM PIT BEYOND, REFER TO
TYPICAL SUMP PIT DETAIL,
SHEET S-501
X15
(2) #5 CONT 1/4" EXPAN JOINT MAT'L
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
8" CMU
REINFORCED WITH
#4 AT 24" OC
DOWEL WITH STD 90°
HOOK TO MATCH VERT
WALL REINF
#4 DOWELS AT 12" OC
GRADE BEAM, REFER
TO PLAN AND GRADE
BEAM SCHEDULE
EXISTING
DOCK SLAB
BRICK VENEER,
REFER TO
ARCH DWGS
PRIOR UNDERPINNING
OF LOADING DOCK SLAB
INSTALLED DURING
PHASE 1, OPS CENTER
CONSTRUCTION. GC
VERIFY ACTUAL
CONDITIONS.
1' - 10"
5"
2 LAYERS OF #30
ROOFING FELT
BETWEEN EXISTING
FNDN WALL AND
GRADE BEAM
X15
5 5/8"8"2" BEJ
(2) #5 CONT
1/4" EXPAN JOINT MAT'L
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
8" CMU
REINFORCED WITH
#4 AT 24" OC
DOWEL WITH STD 90°
HOOK TO MATCH VERT
WALL REINF
#4 DOWELS
AT 12" OC
GRADE BEAM,
REFER TO PLAN
AND GRADE BEAM
SCHEDULE
EXISTING
FOUNDATION
EXISTING
BRICK WALL
EXISTING SLAB
2 LAYERS OF #30
ROOFING FELT
BETWEEN EXISTING
FNDN WALL AND
GRADE BEAM
XA
1' - 7"
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
VAPOR RETARDER
POROUS FILL
PERIMETER
INSULATION
PLAZA SLAB,
REFER TO CIVIL
DWGS
CURTAINWALL,
REFER TO ARCH
DWGS
3' - 0"
#4 AT 12" OC WITH
(2) #4 SUPPORT
BARS
FACE OF GRADE
BEAM/CURTAINWALL
GRADE BEAM,
REFER TO PLAN
AND GRADE BEAM
SCHEDULE
1' - 4"
M
IN
FOR TOP OF WALL
ELEVATION AND CAP,
REFER TO ARCH AND CIVIL
PLANS AND DETAILS
8" CMU BOND BEAM
W/ (1) #4 CONT
8" CMU REINF W/
#5 AT 24" OC
GROUT ALL CELLS
AND COLLAR JOINTS
SOLID BELOW GRADE
REFER TO CIVIL PLANS
AND DETAILS FOR SLAB
DIMENSIONS, ELEVATIONS
AND DETAILS
REFER TO CIVIL PLANS
AND DETAILS FOR SLAB
DIMENSIONS, ELEVATIONS
AND DETAILS
DOWELS TO MATCH
VERTICAL WALL
REINF (TYP)
LOWER AND STEP WALL
FOOTING AS REQUIRED TO
MAINTAIN MIN COVERAGE.
REFER TO TYPICAL
STEPPED FOOTING DETAIL
ON SHEET S-501
CONT WALL FOOTING,
REFER TO PLAN AND
SCHEDULE FOR SIZE
AND REINFORCING
10"
FOR TOP OF WALL
ELEVATION AND CAP,
REFER TO ARCH AND CIVIL
PLANS AND DETAILS
8" CMU BOND BEAM
W/ (1) #4 CONT
8" CMU REINF W/
#5 AT 24" OC
GROUT ALL CELLS
AND COLLAR JOINTS
SOLID BELOW GRADE
REFER TO CIVIL PLANS
AND DETAILS FOR SLAB
DIMENSIONS, ELEVATIONS
AND DETAILS
DOWELS TO MATCH
VERTICAL WALL
REINF (TYP)
CONT WALL FOOTING,
REFER TO PLAN AND
SCHEDULE FOR SIZE
AND REINFORCING
EXISTING SLAB-ON-GRADE
EXISTING BRICK WALL
#8 x 1' - 4" DOWELS AT
12" OC. DRILL AND
EPOXY 8" INTO EXIST
FOUNDATION WALL
MATCH BOTTOM OF
FOOTING WITH BOTTOM
OF EXISTING ADJACENT
FOUNDATION
CLEAN SURFACE AND
COAT WITH EPOXY
BONDING COMPOUND
PRIOR TO POURING NEW
CONCRETE
1/4" EXPAN
JOINT MAT'L
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
VAPOR RETARDER
POROUS FILL
12" CMU
REINFORCED WITH
#5 AT 32" OC
DOWEL WITH STD 90°
HOOK TO MATCH VERT
WALL REINF
GRADE BEAM,
REFER TO
PLAN AND
GRADE BEAM
SCHEDULE
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
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-1
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01/10/2020
737155
S-304
F O
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F E
N S
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S
U P
P L Y
C E
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H M
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D S
C R
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IC
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O L K
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F O
L K
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W A
L L E
R T
O D
D
S A
D L E
R
A W
O O
L P
E R
T C
O M
P A
N Y
C
Y P
R E
S S
A V
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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
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D L A
O P
E R
A T
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N
S C
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P H
-2
D E
F E
N S
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O G
IS
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A G
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S C
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SCALE: 3/4" = 1'-0"S-304
SECTIOND1
SCALE: 3/4" = 1'-0"S-304
SECTIOND8
SCALE: 3/4" = 1'-0"S-304
SECTIOND5
SCALE: 3/4" = 1'-0"S-304
SECTIONA6
SCALE: 3/4" = 1'-0"S-304
SECTIONA1
SCALE: 3/4" = 1'-0"S-304
SECTIONA3
SCALE: 3/4" = 1'-0"S-304
SECTIONA8
0 6" 1' 2' 3' 4' 3/4"=1'-0"
GRAPHIC SCALE
A
M E
N D
M E
N T
N O
J U
L Y
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