36E77619B0020-0003021.pdf
PDF Posted
- Solicitation number
- 36E77619B0020
About this file
This document provides details for a federal contract opportunity to expand an existing patient parking garage at the Cleveland VA Medical Center. The Department of Veterans Affairs intends to solicit proposals and award a firm-fixed-price contract utilizing design-bid-build procedures for the project. The scope of work is to complete the fourth deck of the parking garage to add 132 parking spaces, extend vertical transportation and stairs to serve the new floor, and improve lighting and façade on the existing structure visually matching the adjacent larger garage. The solicitation will be issued as an Invitation for Bid and advertised as a Service-Disabled Veteran-Owned Small Business set-aside with offers considered only from that business category. The NAICS code is 236220 with a size standard of $39.5 million. All bids are due by the date specified in the solicitation to be issued on or about October 18, 2019 using specifications and drawings provided as attachments. The period of performance is approximately 280 calendar days from notice to proceed issuance. The estimated magnitude of construction is between $2-5 million.
36E77619B0020 0003 S-100_-_LEVEL4_FRAMING_PLAN.pdf
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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.
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 Solilcitation 11/22/2019
| Sheets |
| S-001 - GENERAL NOTES |
| S-100 - LEVEL4 FRAMING PLAN |
| S-101 - LEVEL 4 POST-TENSIONING PLAN |
| S-300 - CONCRETE DETAILS |
| S-301 - CONCRETE REPAIR DETAILS |
| S-302 - POST-TENSIONED DETAILS |
| S-305 - CONCRETE BEAM SCHEDULE & DETAILS |
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