3 BDoc Structural Draw.pdf
PDF 5 MB Posted
- Solicitation number
- 36C24822R0026
About this file
This document package includes structural drawings and notes for a federal construction project along with the corresponding federal contract opportunity notice. The structural drawings depict existing conditions and proposed modifications to floor framing and railings for Building 1 at the Miami VA Healthcare System. The federal opportunity seeks fixed-price construction services to replace and upgrade the water mains servicing Building 1, including analyzing needs for isolation valve replacement. The project aims to address water mains from 1967 in poor condition, including transite piping requiring special handling and disposal. Proposals are due by January 6, 2022. The Department of Veterans Affairs Network Contracting Office 8 will award a contract to provide complete project construction services for upgrades to the water main system under project number 546-19-102.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24822R0026 0001.pdf | ||
| 1 BDoc Civil Drawings pgs 11-15.pdf | ||
| 5 BDoc Plumbing Drawing.pdf | ||
| 4 BDocs Architectural .pdf | ||
| 0 BDocs General Drawings.pdf | ||
| 2 BDoc Abatement Drawi.pdf | ||
| 1 BDoc Civil Drawings pgs 1-10.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
3380 Trickum Road
Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax
Bldg. 500, Ste. 100 www.ieiusa.com
INCORPORATED
INNOVATIVE
ENGINEERING
Veterans Affairs
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
Date:
Drawing Title:
Approved: Project Director
Project Title:
1 2 3 4 5 6 7 8 9
590 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 200
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
F ile
P a th
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and Facilities Management
Drawn
Revisions:
STRUCTURAL NOTES UPGRADE WATER MAINS TO
BUILDING 1 FCA-D
MIAMI VAMC, FL
S001
546-19-102
07-08-2020
BID DOCUMENTS
DCASLW
8.9
J.9J K
10.2
R E
F
REF
23' - 0"
REF
1' - 10"
R E
F
2'
R E
F
0"
S101
EXIST. CONCRETE JOISTS
E X
IS
T
. C O
N C
. B E
A M
E X
IS
T
. C O
N C
. B E
A M
E X
IS
T
. C O
N C
. B E
A M
EXIST. GRATING
EXIST. CONC. COLUMN
EXIST. CONC. COLUMN
EXIST. MECH SHAFT
EXIS
T. E
LE
VATO
R S
HAFT
EXIS
T. E
LE
VATO
R S
HAFT
EXIST. STAIRWELL
EXIST. CONC.
COLUMN
EXIST. CONC.
COLUMN
EXIST. CONC. BEAM
EXIST. CONC. BEAM
EXIST. CONC. BEAM
EXIST. CONC. BEAM
EXIST. CONC. BEAM
S101
S101
DEMO EXISTING RAILING AS REQUIRED TO
INSTALL NEW RAILING. DO NOT DAMAGE
EXISTING PLATFORM STRUCTURE TO
REMAIN. CONNECT EXISTING RAILING TO
NEW RAILING AS REQUIRED. FIELD VERIFY
ALL CONDITIONS AS THEY VARY FROM
FLOOR TO FLOOR.
PLAN
NORTH
TRUE
NORTH
KEY PLAN
N.T.S.
MICU AMB
TOWER
PROJECT
AREAB
A
C
D
8.99
HSS2 1/2x2 1/2x1/4
GRATING SEE PLAN
EXIST CONCRETE
BEAM
FIELD VERIFY
2'-2" MAX 1'-8" MIN
HSS2 1/2x2 1/2x1/4 TYP.
L2x2x1/4
1/4" TOE PLATE TYP
1/8" CAP PLATE
1/ 2"
1/4
CPJ
TYP
1/8" CAP PLATE
3/16
TYP
HSS2 1/2x2 1/2x1/4 TYP.
E Q
E Q
BEAM
INDICATES EXISTING CONCRETE JOIST /
BEAM
DENOTES W19-4 (1x1/8) STEEL GRATING
DECK SPAN DIRECTION
INDICATES LONG LEG VERTICALLLV
3'
E Q
E Q
1/2"x9"x0'-9" PLATE
1/2"Øx3 5/8" EMBED HILTI
KWIK BOLT TZ TYP.
3/16
TYP
EXIST CONCRETE
BEAM
HSS2 1/2x2 1/2x1/4 TYP.
6" 6"
1/
2"
1/4"x4" TOE PLATE
FIELD VERIFY
2'-8" MAX 2' -4" MIN
3/16
TYP
1/4
CJP
TYP
3/16
TYP
1 1/2"
6"
1 1/2"
3'
E Q
E Q
FIELD VERIFY
2'-8" MAX 2' -4" MIN
1/2"x9"x1'-3" PLATE
3/16
TYP
(3/16)
TYP
1/2"Øx3 5/8" EMBED HILTI
KWIK BOLT TZ TYP.
EXIST CONCRETE
BEAM
HSS2 1/2x2 1/2x1/4
1/4"x4" TOE PLATE L2x2x1/4 LLV
1/
2"
1/
2"
6" 6"
1/
2"
1 1/2"
6"
1 1/2"
3/16
TYP
1/4
CJP
TYP
3/16
TYP
1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR REVIEW.
2. REF DENOTES FOR REFERENCE ONLY. CONTRACTOR FIELD VERIFY
3. DENOTES SPAN DIRECTION OF W19-4 (1x18) GALVANIZED STEEL
GRATING.
4. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
5. DO NOT DAMAGE EXISTING REINFORCING DURING INSTALLATION OF NEW
WORK. CONTRACTOR SHALL LOCATE EXISTING REINFORCING THROUGH
NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS
FOR REVIEW.
3380 Trickum Road
Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax
Bldg. 500, Ste. 100 www.ieiusa.com
INCORPORATED
INNOVATIVE
ENGINEERING
Veterans Affairs
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
Date:
Drawing Title:
Approved: Project Director
Project Title:
1 2 3 4 5 6 7 8 9
590 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 200
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
F ile
P a th
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and Facilities Management
Drawn
Revisions:
FLOOR FRAMING PLAN UPGRADE WATER MAINS TO
BUILDING 1 FCA-D
MIAMI VAMC, FL
S101
546-19-102
07-08-2020
BID DOCUMENTS
DCASLW
1/4" = 1'-0"S101
1 ENLARGED FLOOR FRAMING PLAN FLOORS 6-10
Scale: 1/4"=1'-0"
1' 4' 8' 12'
1" = 1'-0"S101
2 SECTION
FLOOR FRAMING LEGEND
1" = 1'-0"S101
3 ELEVATION AT HSS RAILING
1" = 1'-0"S101
4 ELEVATION AT HSS RAILING
FLOOR FRAMING NOTES
| Sheets |
| S001 - STRUCTURAL NOTES |
| S101 - FLOOR FRAMING PLAN |
File details come from the government source that posted it. Updated .