36E77619B0020-0003022.pdf
PDF Posted
- Solicitation number
- 36E77619B0020
About this file
This document package includes plans and specifications for a design-bid-build construction project to expand an existing patient parking garage at the Cleveland VA Medical Center. Key details include:
-
The project scope is to add 132 parking spaces by completing the 4th level of the garage, extending vertical transportation and stairs, and improving lighting and façade work.
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The solicitation will be issued as an IFB set aside for Service-Disabled Veteran-Owned Small Businesses. The NAICS code is 236220 with a size standard of $39.5M. Bids are due on the date specified in the solicitation to be posted on FBO.
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Specifications and drawings will be provided as attachments. The period of performance is approximately 280 calendar days from NTP. The estimated magnitude of construction is between $2-5M.
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The owner agency is the Department of Veterans Affairs. All questions must be submitted in writing to the specified email by the deadline.
36E77619B0020 0003 S-101_-_LEVEL_4_POST-TENSIONING_PLAN.pdf
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Text version
UP
n1 n2 n2.4 n2.6 n3 n4 n5 n6 n7 n8 n9 10 2 3 nD nA nB nC nC.9
S-500
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
8" PT CONC SLAB
SEE NOTES
3' - 2" 8' - 0"
3' - 0"
6' - 0" 18' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0" 6' - 0" 18' - 0" 6' - 0"
2' - 7"
6' - 0"
2' - 0"
@ 24" OC
(10) TEMP TENDONS
@ 24" OC
(10) TEMP TENDONS
@ 24" OC
(10) TEMP TENDONS
@ 24" OC
(10) TEMP TENDONS
@ 24" OC
(10) TEMP TENDONS
@ 24" OC
(10) TEMP TENDONS TENDONS @ 24" OC
(5) TEMP (DISTRIBUTED)
@ 24" OC
(4) TEMP TENDONS
SETS OF (3) BANDED
TENDONS @ 4' OC
SETS OF (3) BANDED
TENDONS @ 4' OC
SETS OF (3) BANDED
TENDONS @ 4' OC
SETS OF (3) BANDED
TENDONS @ 4' OC
SEE BEAM ELEVATIONS
FOR BANDED TENDON
INFO, TPYICAL
B M
B M
B M
B M
B M
B M
B M
B M
B M
6 6 6 6 6 6 6 6 6 6 6 6 6 6 66
6 6 6 6 6 6 6 6 6 6 6 6 66
S-500
S-400
S-400
(2) BANDED TENDONS
@ SLAB EDGE
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
4" EXP JT
/8
6 6 6 6 6 6 6 6 6 6 6 6 6 6 66
6 6 6 6 6 6 6 6 6 6 6 6 6 6 66
6 6
2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 222
(2) BANDED TENDONS
@ SLAB EDGE
6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25
(2) BANDED
TENDONS @
SLAB EDGE
S-303
S-303
- 5
- 0
- 1
S-303
CONCRETE HAUNCHES
EQUALLY SPACED
BETWEEN COLUMNS
(6 SPACES PER BAY), TYP
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 S-100 FOR ALL MILD REINFORCING BAR LAYOUTS.
4. REFER TO S-100 ALL SLAB EDGE DIMENSIONS, OPENINGS & SLOPES.
5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RE-SHORING. SHORING PLACED BENEATH SLAB
CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESS
COLUMN OR WALL OVER-POURS PRIOR TO PLACING REINFORCING BARS AND POST-TENSIONED TENDONS.
7. DO NOT INSTALL DRILL-IN ADHESIVE AND EXPANSION ANCHORS IN THE POST-TENSIONED SLAB WITHOUT APPROVAL FROM THE
STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, SHALL
PLACE DUCTS, CHASES, PIPES, SLEEVES, CONDUIT SLEEVES AND HANGER INSERTS, ETC. INTO THE POST-TENISIONED SLAB PRIOR TO POURING
THE CONCRETE.
8. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND
COORDINATED WITH THE GENERAL CONTRACTOR.
9. TENDON STRESSING SEQUENCE PER GENERAL NOTES, S-001 & S-002, STRESS A MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR
TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED.
10. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THAN 1:6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL
BE REVIEWED BY THE ENGINEER-OF-RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING
CONCRETE.
11. PROVIDE FULLY ENCAPSULATED SYSTEM OF THE POST-TENSIONED TENDONS AND ANCHORS AT THIS LEVEL. ENCAPSULATION
REQUIREMENTS PER STRUCTURAL GENERAL NOTES.
12. REFER TO DRAWING S-001 &S-002 FOR GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS.
13. REFER TO S-200 FOR SHEAR WALL ELEVATIONS
14. REFER TO S-400 FOR CMU AND STEEL DETAILS
15. REFER TO S-300 TO S-306 FOR DETAILS AND SCHEDULES
16. FOR ALL FLOOR SLOPES, DRAINS, OPENINGS, AND DEPRESSIONS NOT SHOWN REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND
ARCHITECTURAL DRAWINGS.
17.NOTATIONS ON THE FOLLOWING PLAN INDICATE:
DENOTES CAST IN PLACE CONCRETE, SEE S-100
POST-TENSIONED PROFILE (PLAN), IN INCHES. CG OF PROFILE MEASURED FROM SURFACE OF SLAB
POST-TENSION STRESSING END (PLAN)
POST-TENSION DEAD END (PLAN)
INTERMEDIATE STRESSING (PLAN)
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-101
LEVEL 4 POST-TENSIONING 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 POST-TENSIONING PLAN 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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