36C24420R0017-0005001.pdf
PDF Posted
- Attached to
- 460-322 | CONSTRUCT A NEW ADMIN BUILDING Federal contract opportunity
- Solicitation number
- 36C24420R0017
About this file
This solicitation package describes a firm fixed-price construction contract opportunity for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4. The scope of work involves demolishing three existing buildings and constructing a new administrative building at the Wilmington Veterans Affairs Medical Center campus in Wilmington, Delaware. The new building is required to house tenants from the demolished structures and an administrative annex, allowing termination of the annex's lease. The construction cost is estimated between $5-10 million, with a 545 calendar day performance period. The solicitation and drawings will be available on December 13, 2019. A pre-proposal site visit will be held, as attendance is strongly encouraged. The opportunity is 100% set aside for service-disabled veteran-owned small businesses. Proposals are due 120 days from issuance. Payment and performance bonds are mandatory.
36C24420R0017 0005 Attachment #6 S102 2nd Floor Framing Plan.pdf
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C24420R0017-0005000.docx | DOCX document | |
| 36C24420R0017-0004000.docx | DOCX document | |
| 36C24420R0017-0003006.pdf | ||
| 36C24420R0017-0003004.pdf | ||
| 36C24420R0017-0003007.doc | DOC document | |
| 36C24420R0017-0003003.pdf | ||
| 36C24420R0017-0003002.pdf | ||
| 36C24420R0017-0003000.docx | DOCX document | |
| 36C24420R0017-0003001.pdf | ||
| 36C24420R0017-0003005.pdf | ||
| 36C24420R0017-0003010.pdf | ||
| 36C24420R0017-0003008.pdf | ||
| 36C24420R0017-0003009.pdf | ||
| 36C24420R0017-0002000.docx | DOCX document | |
| 36C24420R0017-0001001.docx | DOCX document | |
| 36C24420R0017-0001002.docx | DOCX document | |
| 36C24420R0017-0001000.docx | DOCX document | |
| 36C24420R0017-013.docx | DOCX document | |
| 36C24420R0017-011.pdf | ||
| 36C24420R0017-006.docx | DOCX document | |
| 36C24420R0017-009.pdf | ||
| 36C24420R0017-012.pdf | ||
| 36C24420R0017-007.pdf | ||
| 36C24420R0017-008.pdf | ||
| 36C24420R0017-010.pdf |
Show all 25
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7
A
B
C
D
E
F
6.54.42.71.5
B.6
NOTE 4
W
X
W
X
W
X
W
X
W
X
W
X
W18X35 [20] W27X94 [24] W24X76 [28] W18X35 [14]
W21X48 [18]W16X31 [18]W24X55 [22]W14X22 [10]W24X76 [26]W18X35 [20]
W27X84 [16]W24X117 [28]
W
X
W12X19 [9]
W 7X
W
X
C A N T
W24X62 [16]
W
X
W18X35 [20]
W X
W
X
W
X
W
X
W
X
[1
W
X
W18X60 [20]
W18X35 [20] W21X44 [20]
W
X
W12X19 [9] W12X19 [9]
W
X
W14X22 [10]
W16X26 [10]
W
X
W18X35 [20]
W16X26 [15]
W
X
W
X
W
X
W
X
] W
X
W X
W X
W
X
W
X
W
X
W
X
W
X
W
X
[1
W
X
[1
W
X
W
X
W X
W
X
W16X26 [14]
W X
W X
W X
W 1X
W 1X
] FOLDING PARTITION
STRUCTURAL SUPPORT
BELOW. SEE 11/S500.
CMU STAIR WALLS. SEE
TYPICAL DETAILS FOR
REINFORCING.
CMU STAIR WALLS. SEE TYPICAL
DETAILS FOR REINFORCING.
METAL PAN STAIRS. ATTACHMENT
TO WALLS BY STAIR PROVIDER.
CONTRACTOR COORDINATE CMU
GROUT LOCATIONS WITH STAIR
PROVIDER.
METAL PAN STAIRS. ATTACHMENT
TO WALLS BY STAIR PROVIDER.
CONTRACTOR COORDINATE CMU
GROUT LOCATIONS WITH STAIR
PROVIDER.
CMU ELEVATOR WALLS, TYP.
SEE TYPICAL DETAILS FOR
REINFORCING. GROUT
SOLID.
10' - 7" 11' - 0" 7' - 2" 14' - 5" 11' - 4" 15' - 8" 10' - 9" 19' - 8" 21' - 4" 18' - 0" 10' - 7"
1'
1"
9'
TOP OF
CANOPY STEEL
= (-1'-3 1/2")
2.3
D.5
W X
W X
W
X
W
X
W
X
W
X
[1 7]
W
X
[1 7]
W
X
W
X
W
X
W
X
W
X
W
X
[1
W
X
[1
W
X
[1
W
X
W14X22
W X
W X
W X
W X
W
X
W24X55 [16]
W18X40 [14]
(B)
(B)
(B) (B) (B)
(B)
NOTE 4
W
X
W8x15
W8X15 [6]
W X
W X
W X
S504
S504
S505
S505
S505
S505
S505
S505
S505
S505
S504
S504
S504
S504
S504
S504
S505
1'
/4
(B)
W X
W X
W X
W X
W X
W X
W8X58W8X31
S505
NOTE 12
NOTE 1212
S505
W10X22
W10X22
W10X60
W
X
W
X
TOP OF
CANOPY STEEL
= (-1'-4")
S505
C5x9, TYP.
OF 6 AT
DECK EDGE.
W X
1'
7"
11 7/8"
W10X22
W10X60
" 6' - 4"
2' - 0 3/8"
/8
PROVIDE ADD'L. 2 1/2" LWC
TO BE POURED MONOLITHICALLY
w/ COMPOSITE SLAB. REINF. w/ ADD'L. LAYER 6x6 - W1.4 x W1.4 W.W.F.
S505
1'
TYP.
S500
S500
S505
S505
(SIM.)
1'
7"
(T
K-
FT
SECOND FLOOR PLAN NOTES:
1. TOP OF SLAB ELEVATION = +13'-4" AS MEASURED FROM REFERENCE DATUM. SEE S101 FOR REFERENCE DATUM ELEVATION.
2. ELEVATIONS NOTED THUS (-0") IN PLAN ARE MEASURED FROM TOP OF SLAB ELEVATION.
3. TOP OF STEEL ELEVATION = (-5-1/4"), UNLESS NOTED OTHERWISE IN PLAN.
4. FLOOR SLAB SHALL BE 3-1/4" L.W. CONCRETE TOPPING ON 2"x20ga. GALV. COMPOSITE METAL DECK (5-1/4" TOTAL THICK.) REINFORCE SLAB WITH 6x6 - W1.4 x W1.4
W.W.F. DRAPE PER TYPICAL DETAILS.
5. (XX) IN PLAN INDICATES NUMBER OF EQUALLY SPACED 3/4" DIAM. x 4-1/2" LONG HEADED SHEAR STUDS. STUDS SHALL BE PROVIDED FOR ALL BEAMS SUPPORTING CONCRETE.
6. ALL STEEL SHALL BE ASTM A992, UNLESS NOTED OTHERWISE.
7. PROVIDE AVERAGE OF 3/4" ADDITIONAL CONCRETE TO ACCOUNT FOR DEAD LOAD DEFLECTION IN AREAS WITH CONCRETE.
8. IN PLAN INDICATES MOMENT CONNECTION.
9. IN PLAN INDICATES DECK SPAN DIRECTION.
10. SEE ARCHITECTURAL AND/OR MECHANICAL DRAWINGS FOR:
A. LOCATION OF FLOOR DRAINS AND SLOPE OF FINISHED FLOOR.
B. SIZE AND LOCATION OF SLAB OPENINGS AND/OR MECHANICAL SLEEVES. PROVIDE ADDITIONAL FRAMING IN ACCORDANCE WITH 'TYPICAL FLOOR OPENING' DETAIL.
C. EQUIPMENT PADS AND/OR SUPPORTS.
11. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR REVIEW.
12. CANOPY ROOF SHALL BE 1-1/2"x20ga. GALVANIZED TYPE 'B' METAL DECK.
13. COLUMNS INDICATED (B) STOP AT THIS LEVEL.
CONSULTANTS: Drawing Title
Approved: Project Director
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number
Dwg. of
Building Number
Project Number Office of
Construction and Facilities Management
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
FULLY SPRINKLERED
A
B
C
D
E
F
6"
6"
6"
6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com
AE Works Project Number:
ARCHITECTS/ENGINEERS:SEAL
Revision# Date
SITE RESOURCES, INC.
14315 JARRETTSVILLE PIKE
P.O. BOX 249
PHOENIX, MD 21131
HOPE FURRER ASSOCIATES
700 EAST BEAVER AVENUE
SUITE 9
STATE COLLEGE, PA 16801
NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION
6/1 4/2
8 4
:21 :27
P
M WILMINGTON VAMC
NEW ADMINISTRATIVE BUILDING
460-322
SLS MTH
1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805
S102
SECOND FLOOR FRAMING PLAN
06/15/18
NORTH
1/8" = 1'-0"
1 SECOND FLOOR FRAMING PLAN
tmantey Rectangle
File details come from the government source that posted it. Updated .