Amend 0003_S-501.pdf
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- Solicitation number
- W912WJ20B0008
About this file
This document package includes construction drawings and specifications for a federal contract opportunity to build a new climatic chamber building at the Cold Regions Research and Engineering Laboratory in Hanover, New Hampshire. The construction drawings provide details for concrete slab on grade, foundation walls, structural reinforcement, wall and slab penetrations, isolation joints, and control joints. The related federal contract opportunity is solicitation number W912WJ20B0008 issued by the Department of the Army Corps of Engineers Engineering District New England to construct the climatic chamber building. The specifications include requirements for site preparation, vapor barriers, insulation, reinforcement, joints, and other structural elements of the building.
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Text version
M A
X
T Y
P d b
POUR STOP @
SLABS TYP.
M A
X
T Y
P d b
#5 EACH SIDE
(TYP 4 SIDES)
TYP.12
ADDITIONAL #5 EACH CORNER
@ RECTANGULAR OPENING
SEE MECHANICAL, PLUMBING & ELECTRICAL
DRAWINGS FOR PENETRATION LOCATIONS
CONCRETE SLAB ON GRADE, (SEE PLAN)SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
20 MIL POLY VAPOR BARRIER,
LAP AND TAPE SEAMS
10" MIN. COMPACTED 3/4" CRUSHED STONE
2" RIGID XPS INSULATION, 40 PSI MIN
COMPRESSIVE STRENGTH
MIRAFI 140N GEOTEXTILE FABRIC OR EQUAL
8" SLAB
REINFORCEMENT
12" SLAB
REINFORCEMENT
BENT BARS TO MATCH
REINFORCEMENT SIZE
AND SPACING
SLAB REINFORCEMENT, SEE
PLANS FOR SIZE AND SPACING
O R
S -0
C O
V E
R S
E E
P L A
N S
O R
S
- 0
C O
V E
R S
E E
P L A
N S
END OF SLAB
TYP.
M
IN
. 2
'-0
FULL DEPTH COLUMN ISOLATION
JOINT (PREFORMED JOINT FILLER
PLUS ELASTOMERIC JOINT
SEALANT AT TOP)
SLAB CONTROL
JOINT, TYP.
W-SHAPE COLUMN.
SEE PLAN FOR
COLUMN INFORMATION
CONCRETE INFILL
DOWELS TO MATCH SLAB REINFORCEMENT
SEE TABLE ON S-001
LAP SPLICE
SLAB REINFORCEMENT SEE PLANS
SECOND PLACEMENTFIRST PLACEMENT
S-501
A4 t = SLAB THICKNESS
JOINT SEALANT
/2 t/
CLOSED CELL FOAM
BACKER ROD
W A
L L
WALL REINF. TYP.
2x4 KEYWAY CUT BARS
CONSTRUCTION JOINT CONROL JOINT
(WHERE NOTED)
NOTE: U.N.O. LOCATIONS OF CONSTRUCTION JOINTS
IS BY CONTRACTOR. IN LIEU OF CONSTRUCTION
JOINTS PROVIDE V-NOTCHES TO BOTH FACES OF
WALLS @ 15'-0" O.C. MAX BETWEEN COLUMN PIERS
S-501
C4
W A
L L
WALL REINF. TYP. S-501
C4
BOTH SIDES OF WALL
JOINT
SEALANT
/4
3/4"
W A
L L
CORNER BARS TO
MATCH HORIZ.
WALL
REINFORCING
WALL CORNER
TYP.
30db
TYP.
30db
T Y
P d b
WALL INTERSECTION
W A
L L
CORNER BARS TO
MATCH HORIZ.
WALL
REINFORCING
WALL CORNER WALL INTERSECTION
STANDARD 90°
HOOK, ALTERNATE
ENDS
TYP.
30db
TYP.
30db
TOP OF WALL
P L A
N
S E
E
CHAMFER CORNERS TYP.
TYP. WALL
REINFORCEMENT
LENGTH TYP.
TENSION LAP SPLICE
*L E
N G
T H
T Y
P
T E
N S
IO
N
L A
P S
P L
IC
E
FOUNDATION WALLADDITIONAL #5 BARS
*SEE TABLE ON S-001
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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S
D R
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IG
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1 2 3 4 5
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S-501
T Y
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A L S
T R
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R A
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C H
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IN
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B O
R A
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C L
IM
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IC
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O L D
C H
A M
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H
A N
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N
H N
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G L A
N D
D
IS
T R
IC
T
V
IR
G
IN
IA
R O
A D
C
O N
C O
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M A
C O
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Y C
O M
P A
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L L C
A
Y O
R K
S T
R E
E T
P
O R
T L A
N D
M E
A K
G
T J G
C B
C
B J B
/1
/2
W W
J B
W W
J -1
-D
-0
S S
-5
SCALE:
3" = 1' - 0"
6" 6"
SCALE:
1-1/2" = 1' - 0"
12" 1'
3/4" = 1'-0"D1
TYP. CONCRETE WALL OR SLAB PENETRATION
1 1/2" = 1'-0"A1
TYPICAL SLAB ON GRADE DETAIL
1 1/2" = 1'-0"C1
TYP. SLAB HAUNCH
1 1/2" = 1'-0"B1
TYP. SLAB REINFORCEMENT TERMINATION
1 1/2" = 1'-0"C2
TYP. COLUMN ISOLATION JOINT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/1
/2
A
M M
E N
D M
E N
T
/2
/2
1 1/2" = 1'-0"A2
TYP. FLOOR SLAB CONSTRUCTION JOINTS
3" = 1'-0"A4
TYP. FLOOR
CONTROL JOINT DETAIL
1 1/2" = 1'-0"B2
TYPICAL WALL JOINT DETAILS
6" = 1'-0"C4
TYP. WALL JOINT DETAIL
3/4" = 1'-0"B4
TYP. WALL CORNER REINFORCING DETAILS
3/4" = 1'-0"D4
TYP. WALL DEPRESSION
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
D
CALEN
B.
COLBY
No. 11511
ENFO
ET
A T
S
W HAMPS
H
IR
E
LANOISSEF
O
R P
R E
E
NI
GNE
ESNECI
L
04/29/2020
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