CLIN001 - B385 Inertial Mass Structural Drawings.pdf
PDF 443 KB Posted
- Solicitation number
- W91ZLK-21-R-0024
About this file
This combined synopsis/solicitation seeks fixed-price proposals for the provision of accelerated vehicle durability simulator bedplates. The Army Contracting Command at Aberdeen Proving Ground requires bedplates manufactured and installed according to provided structural drawings for inertial mass B385. Proposals are due by July 9, 2021 with award anticipated by February 15, 2022. Evaluation will use the lowest price technically acceptable process. Offerors must demonstrate technical capability and past performance on similar efforts. The North American Industry Classification code is 331110 and the small business size standard is 1,500 employees.
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Other files
| File | Type | Posted |
|---|---|---|
| Performance Work Statement BedPlates 26May2021.doc | DOC document | |
| A02 COMBINED SYNOPSIS SOLICITATION SAMPLE.docx | DOCX document |
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Text version
3/ 8"
TIE ROD LOCATION
COORD w/ Bed Plate MFG
EDGE OF SLAB
DEPRESSION
EDGE OF T-SLOT
PLATE
1' - 0"
74' - 7 1/2"
1' - 0"
" EDGE TIE ROD SHEAR
REINFORCEMENT,
SEE 14/S301
TIE ROD TENSION
REINFORCEMENT,
12/S301
74' - 7 1/2"
3/ 8"
TIE ROD LOCATION
COORD w/ Bed Plate MFG
3/ 8"
PL 3/8"x2" TIE-ROD BRACING
WELD TO TIE-ROD SLEEVE (TYP)
3/ 8"
TIE ROD LOCATION
COORD w/ Bed Plate MFG
#8@13" TOP SLAB
REINFORCEMENT
PER 9/S301
74' - 7 1/2"
EDGE OF 10'
THICK CONC MAT
3. TEMPERATURE CONTROL OF THE MASS CONCRETE SHALL BE PERFORMED TO COPE WITH THE
GENERATION OF HEAT PRODUCED BY HYDRATION OF THE CEMENT AND ATTENDANT VOLUME CHANGE TO
MINIMIZE CRACKING AND TENSILE STRESS AND STRAINS.
1. FLOOR REFERENCE ELEVATION IS (0'-0").
MAT SLAB PLAN NOTES
2. MAT SLAB CONCRETE SHALL BE A MINIUM OF 4,000 PSI CONCRETE
4. FORMWORK, SOIL BENCHING AND TEMPORARY SUPPORTS TO BE INSTALLED PER SHOP DRAWINGS.
5. COORDINATE WITH Bed Plate MFG FOR ANCHOR ROD LOCATIONS AND EMBEDMENT.
6. COORDINATE WITH Bed Plate MFG FOR ANCHOR TENSION REQUIREMENTS.
7. DEFORMED BARS SHALL BE ASTM A615, GRADE 60, UNO.
8. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.
9. REFER TO TYPICAL DETAILS ON DRAWING S601.
10. REFER TO STRUCTURAL NOTES ON DRAWINGS S101.
PL 3/8"x2"xCONT
TIE ROD BRACING
SEE 3/S203 FOR
LAYOUT (TYP)
TIE ROD, SLEEVE &
PL (TYP)
3/16
TYP
DATE:
SCALE:
CHECKED BY:
DRAWING NO:
FWA JOB NUMBER
AS NOTED
D
ES
IG
N
P H
AS
E
I
FO
R
DRAWN BY:
AB
ER
D
EE
N T
ES
T
C
EN
TE
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AB
ER
D
EE
N
P R
O
VI
N G
G R
O U
N D
JPC
PROJECT NO. L12031
"PROFESSIONAL CERTIFICATION.
I HEREBY CERTIFY THAT THESE
DOCUMENTS WERE PREPARED OR
APPROVED BY ME, AND THAT I AM A
DULY LICENSED ENGINEER UNDER THE
STATE OF MARYLAND, LICENSE NO.
19714, EXPIRATION DATE: 7-19-2022."
M
AT
S
LA
B
PL
AN
S
12/18/20
ITW
S204
2181128.00
100% SUBMISSION
AV
D
T
FA
C
IL
IT
Y
BU
IL
D
IN
G
1/8" = 1'-0"S204
MAT SLAB PLAN TIE ROD PLAN1
1/8" = 1'-0"S204
TIE ROD BOTTOM BRACING PLAN3
SHEET
1/8" = 1'-0"S204
MAT SLAB TOP REINFORCING PLAN2
1/2" = 1'-0"S204
TIE ROD BRACING ISO4
RE
VI
SI
O
NS
RE
V#
DA
TE
DE
SC
RI
PT
IO
N
CONC SLAB ON GRADE
FIRST POUR HT
INTENTIONALLY
ROUGHEN SURFACE
BETWEEN POURS
NON-SHRINK GROUT FILL
SEE PLAN
COORD w/ Bed Plate MFG COORD w/ Bed Plate MFG
#5@12"
T-SLOT PL
BY Bed Plate MFG
#6 TIE ROD SHEAR
REINFORCEMENT
2' - 0"
2#5 CONT, PROVIDE
CORNER BARS
#8@13" +/- EA WAY
TOP
#8@18" EA WAY
TIE ROD, SLEEVE
& PL
TIE TO TOP MAT REINF
COMPACTED
BACKFILL
#8@14" EA WAY
#10 TIE ROD TENSILE
REINFORCEMETN
#8@14" EA WAY
SOIL IMPROVEMENT
UNDER CONCRETE MAT
2'-0" MIN AND REPLACE w/
CR-6 COMPACTED TO 95%
OF MAX DRY DENSITY
PER ASTM D1557
PL 3/8"x2"xCONT
TIE ROD BRACING
SEE 3/S203 FOR
LAYOUT
1/2" PRE-MOLDED
JOINT FILLER
INTENTIONALLY
ROUGHEN SURFACE
BETWEEN POURS
10 1/4" MIN
8' -0
8' -0
NON-SHRINK
GROUT
10'-0" CONC
MAT SLAB,
SEE PLAN
TIE ROD, SLEEVE
& PL
PRETENSION ANCHOR
AS INDICATED BY
MFG
T-SLOT PL
BY Bed Plate
MFG
#10 ANCHOR
REINFORCEMENT x
PL 3/8"x2"xCONT
TIE ROD BRACING
SEE 3/S203 FOR
LAYOUT
NON-SHRINK GROUT FILL
#5@12"
T-SLOT PL
BY Bed Plate MFG
#6 TIE ROD SHEAR
REINFORCEMENT
#10 TIE ROD TENSILE
REINFORCEMETN
@ CORNER @ CLOSELY
SPACED TIE RODS
TYPICAL EDGE
TIE RODS
3' - 0"
" 3'
50.00°
45.00° TIE ROD BY
Bed Plate MFG
2#5 CONT, PROVIDE
CORNER BARS
#8@18" EA WAY
TIE ROD, SLEEVE
& PL BY Concrete Vendor PRETENSION
ANCHOR AS
INDICATED BY MFG
PL 3/8"x2"xCONT TIE
ROD BRACING SEE 3/
S203 FOR LAYOUT
SEE PLAN
DATE:
SCALE:
CHECKED BY:
DRAWING NO:
FWA JOB NUMBER
AS NOTED
D
ES
IG
N
P H
AS
E
I
FO
R
DRAWN BY:
AB
ER
D
EE
N T
ES
T
C
EN
TE
R
AB
ER
D
EE
N
P R
O
VI
N G
G R
O U
N D
JPC
PROJECT NO. L12031
"PROFESSIONAL CERTIFICATION.
I HEREBY CERTIFY THAT THESE
DOCUMENTS WERE PREPARED OR
APPROVED BY ME, AND THAT I AM A
DULY LICENSED ENGINEER UNDER THE
STATE OF MARYLAND, LICENSE NO.
19714, EXPIRATION DATE: 7-19-2022."
FO
U
N D
AT
IO
N S
EC
TI
O N
S
12/18/20
Checker
S301
2181128.00
100% SUBMISSION
AV
D
T
FA
C
IL
IT
Y
BU
IL
D
IN
G
1/2" = 1'-0"S301
SECTION9
SHEET
1/2" = 1'-0"S301
TIE ROD TENSION REINF13
1/2" = 1'-0"S301
TIE ROD SHEAR REINF14
RE
VI
SI
O
NS
RE
V#
DA
TE
DE
SC
RI
PT
IO
N
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