50-S310.pdf
PDF 409 KB Posted
- Attached to
- Y1DA--Expand and Renovate Emergency Department B50 Minor Construction - Tucson VAMC (VA-24-00001448)
- Solicitation number
- 36c77623r0191
About this file
This document appears to be a set of technical drawings and specifications for typical caisson details, which are likely related to a federal contract opportunity.
The drawings provide details on the construction of various types of caissons, including socketed caissons in uncased shafts, square caisson caps, and caisson schedules specifying dimensions, reinforcement, and concrete strength. The document appears to be an addendum or revision to drawings associated with Solicitation Number 36c77623r0191 for the "Expand and Renovate Emergency Department B50 Minor Construction" project at the Tucson VAMC. The solicitation is being issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The document does not appear to contain any specific pricing terms, set asides, or incumbent information, but rather focuses on the technical requirements for the caisson construction.
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Text version
3" CLR
PROVIDE LTS LAP IF
SPLICE IS REQUIRED
CL
CAISSON
VERTICAL REINFORCEMENT
SEE SCHEDULE
ROUGHENED CLEAN
SURFACE
T/CAISSON
EL SEE PLAN
TIES
SEE SCHEDULE
LT
S
5'
M
IN
LEVEL OF EXISTING FILLS
AS DETERMINED BY THE
GEOTECHNICAL ENGINEER OF RECORD
C A
IS
S
O N
C A
P O
R G
R A
D E
B E
A M
C
LR3"
T
IE
S
S E
E S
C H
E D
U
LE
CENTRALIZERS NOT SHOWN
PROVIDE WHERE REQUIRED
BY SPECIFICATIONS
FORM TOP AS REQUIRED
TO PREVENT
MUSHROOMING
SEE SCHEDULE
SHAFT DIAMETER
NOTES:
1. MINIMUM CAISSON LENGTH IS 15'-0" OR 5'-0" BELOW LEVEL OF EXISTING FILL, WHICH EVER IS
GREATER, PER GEOTECHNICAL ENGINEER OF RECORD
(S E
E N
O T
E
C A
IS
S
O N
L E
N G
T H
BEARING STRATUM
FOR NET ALLOWABLE
BEARING PRESSURE
SEE GENERAL NOTES
(TO BE VERIFIED BY
THE GEOTECHNICAL
TESTING AGENCY)
MARK
SIZE
f'c = SEE GENERAL NOTES
REMARKS
CAISSON
LENGTH
SHAFT
DIAMETER
REINFORCEMENT
TIES
VERTICAL
BARS
SOCKETED CAISSON SCHEDULE
4'-0" 20'-0" 15-#10 #4@10"C2
C3 2'-0" 20'-0" 6-#8 #4@1'-4"
5'-0" 20'-0" 23-#10 #4@8"C1
C4 2'-6" 20'-0" 12-#8 #4@1'-0"
C5 3'-0" 20'-0" 12-#9 #4@1'-0"
NOTES:
1. MINIMUM CAISSON LENGTH IS 15'-0" OR 5'-0" BELOW LEVEL OF EXISTING FILL, WHICH EVER IS
GREATER, PER GEOTECHNICAL ENGINEER OF RECORD
HORIZONTAL TIES
SEE SCHEDULE
CL
CAISSON
CL
CAISSON
CL
CAISSON
PLAN
SEE CAISSON SCHEDULE
SHAFT DIAMETER
S E
E S
C H
E D
U
LE
H
T/CAISSON CAP
EL SEE PLAN
T/CAISSON
EL SEE PLAN
SEE SCHEDULE
W / L
8-#6 W/ STD
HOOK ,TYP
CAISSON
BELOW
HORIZ. TIES,
SEE SCHEDULE
S E
E S
C H
E D
U
LE
W
CAISSON
SHAFT
'-0
LT
S
ROUGHENED CLEAN
SURFACE
REINFORCEMENT
SEE CAISSON SCHEDULE
SOG
REINF NOT
SHOWN
C A
P T
I E
3" T
O F
IR
S
T
T Y
P
3" C
LR
EXTEND CAP VERT
REINF INTO SOG
LTS LAP WITHIN CAP IS
PERMITTED2' - 0"
SEE SCHEDULE
L
NOTES:
1. CASE "A" APPLIES WHERE LEAST PLAN DIMENSION OF CAISSON CAP IS SMALLER THAN
DIAMETER OF CAISSON. WHERE CAP IS LARGER THAN CAISSON, SEE CASE "B"
CC1 3'-0" 3'-0" SQUARE CAP
MARK
SIZE
f'c = SEE GENERAL
NOTES
REMARKS
HW
REINFORCEMENT
CAISSON CAP SCHEDULE
#5 @8"
HORIZONTAL
TIES
CC3 2'-6" 3'-0" SQUARE CAP#4 @8"
CC4 3'-0" 3'-0" #4 @8" SEE PLAN FOR ORIENTATION
3'-0"
L
2'-6"
6'-6"
HORIZONTAL TIES
SEE SCHEDULE
ROUGHENED CLEAN
SURFACE
REINFORCEMENT
SEE CAISSON SCHEDULE
EXTEND CAISSON VERTICAL
REINFORCEMENT TO TOP OF
SQUARE CAP
CAISSON SHAFT
CL
CAISSON
CL
CAISSON
CL
CAISSON
PLAN
CAISSON CAP
EL SEE PLAN
T/CAISSON
EL SEE PLAN
TYPICAL
3" MIN
SEE SCHEDULE
W
CAISSON
BELOW
HORIZ. TIES,
SEE SCHEDULE
3" C
LR
NOTES:
1. CASE "B" APPLIES WHERE LEAST PLAN DIMENSION OF CAISSON CAP IS LARGER THAN
DIAMETER OF CAISSON.
2. FOR INFORMATION NOT SHOWN SEE 6/50-S310
8-#6 W/ STD
HOOK ,TYP
o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
A
B
C
D
E
F
Drawing Title Project Title
VA FORM 08-6231
Office of Facilities Management
U.S. Department of Veterans Affairs
STAMP
Date
Location
Building Number Checked Drawn Drawing Number
Project Number
REVIEW ONLY - NOT FOR CONSTRUCTION
Approved: Director
Approved: Associate Director
Approved: Assistant Director
Approved: Assoc. Director for Patient Care Service/Nurse Executive
Approved: Deputy Assoc. Director of Patient Care Services
Approved: Chief of Staff
Approved: Deputy Chief of Staff
Approved: Chief of Engineering
Approved:
Approved:
ARCHITECT/ENGINEER/CONSULTANTS:
Bancroft Project No.
SAVAHCS, TUCSON, AZ 85723
3300 Dundee Road
Northbrook, IL 60062
T: 847.952.9362 50
04/30/2024TYPICAL CAISSON DETAILS EXPAND AND RENOVATE
EMERGENCY DEPARTMENT B50
JH HL
50-S310
678-331
8-
E X
P A
N D
A N
D R
E N
O V
A T
E E
M E
R G
E N
C Y
D E
P A
R T
M E
N T
B
A
D D
E N
D U
M
R
F I #
D
NOT TO SCALE
TYPICAL SOCKETED CAISSON IN UNCASED SHAFT
NOT TO SCALE
CAISSON SCHEDULE
NOT TO SCALE
TYPICAL SQUARE CAISSON CAP DETAIL - CASE A
NOT TO SCALE
CAISSON CAP SCHEDULE
Revisions: Date:
BID SET 05/01/2023
ADDENDUM 1 - RFI #38D 04/30/2024
NOT TO SCALE
TYPICAL SQUARE CAISSON CAP DETAIL - CASE B
T/SOG
SEE PLAN
T/SOG
SEE PLAN
| Sheets |
| 50-S310 - TYPICAL CAISSON DETAILS |
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