36E77619B0020-0007005.pdf
PDF Posted
- Solicitation number
- 36E77619B0020
About this file
This document provides details for a federal contract solicitation to expand an existing patient parking garage at the Cleveland VA Medical Center. The Department of Veterans Affairs intends to award a firm-fixed-price contract utilizing design-bid-build procedures for a project that will provide 132 additional parking spaces by completing the fourth deck of the garage. The project scope also includes extending vertical transportation and stairs from the existing garage and improving lighting, façade, and adding a suicide prevention barrier to the existing structure. The solicitation will be issued as a Service-Disabled Veteran-Owned Small Business set-aside with a NAICS code of 236220 and size standard of $39.5 million. The response due date will be specified in the solicitation to be posted on the Federal Business Opportunities website. The period of performance is approximately 280 calendar days from the notice to proceed date. All questions must be submitted in writing by the date specified.
36E77619B0020 0007 S-100 - LEVEL4 FRAMING PLAN - 01-14-2020.pdf
View the file
Other files
Show 40 more
Latest 50 of 66 listed here. See the rest on GovTribe.
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
UP
PLAN NOTES:
1. T/SLAB DATUM ELEVATION FOR STRUCTURAL DRAWINGS = 0'-0", UNO.
2. ALL ELEVATIONS INDICATED (±0'-0") ARE REFERENCED FROM TOP OF SLAB ELEVATION 702'-0" PER ARCH PLANS.
3. REFER TO DRAWING S-001 & S-002 FOR GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS.
4. REFER TO S-200 FOR SHEAR WALL ELEVATIONS
5. REFER TO S-400 FOR CMU DETAILS & STEEL DETAILS
6. REFER TO S-300 - S-306 FOR CONCRETE DETAILS
7. FOR ALL FLOOR SLOPES, DRAINS, OPENINGS, AND DEPRESSIONS NOT SHOWN REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS.
8.NOTATIONS ON THE FOLLOWING PLAN INDICATE:
SW = SHEAR WALL
9. FOR INTERPRETATION OF SLAB REINFORCING NOTATION, REFER TO S-300, DETAILS 11 AND 12.
10. FLOORS 1, 2, AND 3 OF THE PARKING GARAGE WEST OF GRIDLINE 1 SHALL BE CLOSED AS NECESSARY TO COMPLETE
CONCRETE SHORING. SEE SHEET G001 FOR ADDITIONAL INFORMATION REGARDING CLOSURE.
n1 n2 n2.4 n2.6 n3 n4 n5 n6 n7 n8 n9 10 2 3 nD nA nB nC nC.9
S-500
SW1
SW2
S-200
S-200
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
B M
B M
B M
B M
B M
B M
B M
B M
B M
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(5
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(1
T
(8
T
(1
T
(1
T
(1
T
(20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T
(20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T
(1
T
(1
T
(5
T
(5
T
(10) #5 T (10) #5 T (10) #5 T (10) #5 T (10) #5 T (10) #5 T
(10) #5 T
(10) #5 T (10) #5 T (10) #5 T (10) #5 T (10) #5 T (10) #5 T (10) #5 T
S
LO
P E
S
LO
P E
S
LO
P E
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
T/SLAB EL
-0' - 4"
T/SLAB EL
-0' - 8"
T/SLAB EL
-0' - 8"
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
T/SLAB EL
0' - 0"
T/SLAB EL
-0' - 8"
DRAIN
LOCATIONS, TYP
T/SLAB EL
-0' - 4"
T/SLAB EL
0' - 0"
T/SLAB EL
0' - 0"
T/SLAB EL
0' - 0"
T/SLAB EL
0' - 0"
T/SLAB EL
-0' - 8"
T/SLAB EL
-0' - 8"
12' - 8" 9' - 4" 10' - 6" 10' - 2" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 28' - 3"
1' - 9"
10' - 7" 6' - 10"
5' - 1 1/2"
1 1/2"
T/SLAB EL
-0' - 4"
CAST-IN-PLACE
STAIR, SEE DETAIL
BASE BID
T/SLAB EL
0' - 0"
8" 1-WAY P-T SLAB W/#4 @ 12"
EACH WAY@ BOTTOM.
REINF SHOWN ON PLAN IS ADD'L.
SEE S-101 FOR POST-TENSIONING
REINF. TYPICAL ENTIRE LEVEL
T/SLAB EL
-0' - 8"
S-500
S-500
9' - 3 1/4" 6 1/2"
S-100
S-400
S-400
S-400
S-303
S-303
S-303
(5
T
(5) #6 T
(5) #6 T
(20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T
(20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T
(20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T (20) #5 T
COLUMN LOCATIONS INTENDED TO MATCH
EXISTING. DIMENSIONS TO BE VERIFIED IN
FIELD PRIOR TO INSTALLATION
S-100
DEDUCT ALT #3
n1 n2 n2.4 n2.6 nD nC.9 HSS12X6X1/2
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4
1 1/2" TYPE
B ROOF
DECK
8" CMU WALL, SEE DETAILS
H S
S
X
X
/2
HSS12X4X1/4
E Q
E Q
E Q
E Q
E Q
/4
12' - 8" 9' - 4" 10' - 6"
HSS12X6X1/2 HSS12X6X1/2 HSS12X6X1/2
H S
S
X
X
/2
H S
S
X
X
/2
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4
PERIMETER OF CAST STONE
PANELS @ ROOF LINE
W8X28 (LIFT BEAM)
[T/STL EL = 718'-0"]
S-400
S-400
Sim
S-400
S-400
T/STL EL = 720'-10", UNO
[T/STL EL = 711'-2"]
S-400
[T /S
T L
E L=
/4
LO
W
HSS12X4X1/4
H S
S
X
X
/2
S-400
SEE S-401 FOR
WINGWALL DETAILS
S-400
Sim
4' - 0"
8" 1' - 6 5/8"
H S
S
X
X
/2
8" 8"
/4
5' - 5"
9"
HSS12X6X1/2
/4
/4
1' - 10" 9"
9"
1' - 10"
(4) W8x24 (LOW), SEE ARCH FOR DETAILS
HSS12X6X1/2
FULLY WELD 1/4" ALL AROUND
END OF HSS, TYP OF 6
1' - 0" 8' - 6" 1' - 0"
/8
"6
S-400
Sim n1 n2 n2.4 n2.6 nD nC.9
S-400
1 1/2" TYPE B
ROOF DECK
8" CMU WALL, SEE DETAILS
/2
12' - 8" 9' - 4" 10' - 6"
PERIMETER OF CAST STONE
PANELS @ ROOF LINE
[T/STL EL = 716'-1"]
(LIFT BEAM)
T/STL EL = 716'-1", UNO
[T/STL EL = 711'-2"]
S-400
HSS12X6X1/2
W12X26
W12X26
W12X26
W12X26
W12X26
HSS12X6X1/2
H S
S
X
X
/2
H S
S
X
X
/2
S-400
Sim
S-400
S-400
S-400
Sim
T/WALL EL = 716'-5"
S-400
LINTEL DETAIL APPLIES @
BOTH SIDES OF ELEVATOR
(4) W8x24 (LOW), SEE
ARCHFOR DETAILS
/8
1' - 0" 8' - 6" 1' - 0"
W8X28
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
PVE ENGINEERING, LLC.
Waterfront Corporate Park III, Suite 101
2000 Georgetowne Drive, Sewickley, PA 15143
Phone: 724-444-1100
Email: info@pve-llc.com
AE Works, LTD.
209 Sandusky Street
Pittsburgh, PA 15212
Phone: 412-287-7333 www.ae-works.com
S-100
LEVEL4 FRAMING PLAN EXPAND PATIENT PARKING
GARAGE
10701 EAST BOULEVARD, CLEVELAND, OH 44106
161651
05/24/2019 Checker Author
100% BID SET
3/32" = 1'-0"
LEVEL 4 FRAMING PLAN
3/16" = 1'-0"
LEVEL 4 STAIR & ELEVATOR TOWER ROOF FRAMING PLAN
3/16" = 1'-0"
LEVEL 4 STAIR & ELEVATOR TOWER ROOF FRAMING PLAN - DEDUCT ALTERNATE 3
NORTH
TRUE NORTH=
PROJECT
83°
# Revisions Date
1 Addendum for Solicitation 11/22/2019
2 Addendum for Solicitation 1/10/2020
| Sheets |
| S-100 - LEVEL4 FRAMING PLAN |
File details come from the government source that posted it. Updated .