Renovate CT A221-A223 Drawings.pdf
PDF 10 MB Posted
- Solicitation number
- 36C24224B0039
About this file
The document appears to be a set of drawings related to a federal contract opportunity to Renovate CT A221-A223 at the Stratton VA Medical Center in Albany, New York. The related federal contract opportunity is Solicitation Number 36C24224B0039, which is to replace the Cooling Tower atop the Chiller Plant, Building 54 (Roof Area 62) at the Stratton VA Medical Center. The contract is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2. The existing roof system is saturated and in a state of failure, causing problems to recently installed equipment that needs replacement. The contract requires replacing the roof system.
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Other files
| File | Type | Posted |
|---|---|---|
| 528A8-23-811 - Bid Specifications.pdf | ||
| 36C24224B0039_1.docx | DOCX document | |
| FAR 52.225-2 Buy American Certification.docx | DOCX document | |
| Submittal Register 528A8-23-811.xlsx | XLSX spreadsheet | |
| Wage Determination.pdf |
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SITE LOCATION
VAMC SIGNATURE BLOCK
DIRECTOR OF MEDICAL CENTER - SIGNATURE BLOCK
BUILDING 1
ENGINEERING LLP
FE PROJECT NO: 23-067
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
6/
/2
:3 9:
P
M
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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
528A8-23-811
Project Director
12-5-2023 SRB / JDF
Revisions: Date:
STRATTON VA MEDICAL CENTER
RENOVATE FOR CT A221, A222-223BID DOCUMENTS
WPB
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BUILDING 5 DAY HOSPITAL
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PEDESTRIAN BRIDGE
AutoCAD SHX Text New Albany Med MEDICAL OFFICE
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BUILDING 4 BOILER PLANT
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BUILDING 26 RADIATION THERAPY
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BUILDING 1 MAIN HOSPITAL
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EMERGENCY / OUTPATIENT
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MED. GASES
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MECH. EQUIPMENT
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ELEC. EQUIPMENT
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RECREATION AREA
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ACCESSIBLE PARKING ( UPPER LEVEL )
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BUILDING 2 ENGINEERING SERVICES ( BELOW )
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BUILDING 51 FAC. MGMT. SERVICES
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STORAGE YARD
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BUILDING 25 GARAGE
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MECH. PLANT ROOF
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STORAGE YARD
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LOADING DOCK
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( CANOPY AND DOCKS BELOW )
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BUILDING 3 UTILITIES
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(2) LOADING DOCKS
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ELEC.
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MEDICAL GASES
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GREENHOUSE
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GAS DISP.
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FUEL DISP.
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BUILDING 53 SMOKING SHELTER
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RECREATION PLAZA
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ELKS MEMORIAL
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BUILDING 56 FISHER HOUSE
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VISITOR PARKING ( 329 ) SPACES TOTAL INCLUDING ( 45 ) ACCESSIBLE
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EMPLOYEE PARKING ( 828 ) SPACES TOTAL INCLUDING ( 32 ) ACCESSIBLE
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(7) ACCESSIBLE
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(2) ACCESSIBLE
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GAZEBO
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BUS SHELTER
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CONCRETE RETAINING WALL
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CONCRETE RETAINING WALL
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AMBULANCE ENTRY
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(8) ACCESSIBLE
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BUILDING 54 CHILLER PLANT
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VETERANS WAY
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ELKS MEMORIAL DRIVE
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HOLLAND AVE
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MYRTLE AVE
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NEW SCOTLAND AVE
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AutoCAD SHX Text BUILDING 60 Projects and Contracting
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PHARMACY HVAC UNIT
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STORAGE BLDG.62
AutoCAD SHX Text future site of BUILDING 67 NETWORK SERVICES
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SALT STORAGE SHED.61
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BUILDING 27
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DECON TRAILER
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SMOKING SHELTER
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BIKE RACKS
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TITLE SHEET WITH INDEX TO DRAWINGS
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GI-001
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PROJECT TITLE:
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%%UMEDICAL CENTER
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ALBANY, N.Y. 12208
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DRAWING LIST
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%%UDEPARTMENT OF VETERANS AFFAIRS
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PROJECT NO. 528A8-23-811
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%%USAMUEL S. STRATTON
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SITE PLAN
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1-GI-001
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TITLE SHEET WITH INDEX TO DRAWINGS
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LOCATION MAP
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RENOVATE FOR CT A221, A222-223
AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED.
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DWG. TITLE
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PAGE
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DWG. #
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INFECTION CONTROL NURSE
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FACILITY SERVICES MANAGER
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FIRE & SAFETY MANAGER
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GEMS COORDINATOR
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CHIEF OF POLICE
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OPERATIONS MANAGER
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ENVIRONMENTAL SERVICES MANAGER
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REVIEWED BY
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SIGNATURE
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DATE
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DIRECTOR OF MEDICAL CENTER
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DATE
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SCALE: 1"=100'
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1-AD-101
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1-AS-101
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ARCHITECTURAL: SECOND FLOOR DEMO PLAN & DEMO REFLECTIVE CEILING PLAN
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ARCHITECTURAL: SECOND FLOOR, EQUIPMENT & REFLECTED CEILING PLANS
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GENERAL INFORMATION:
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ARCHITECTURAL:
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HVAC:
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1-MH-001
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MECHANICAL: SYMBOLS, ABBREVIATIONS & NOTES
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1-MH-101
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MECHANICAL: PARTIAL SECOND FLOOR DEMOLITION & CONSTRUCTION PLANS
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1-MH-701
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MECHANICAL: DETAILS
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PLUMBING:
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1-PL-001
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PLUMBING: SYMBOLS, ABBREVIATIONS, NOTES & DETAILS
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1-PL-101
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PLUMBING: PARTIAL SECOND FLOOR DEMOLITION & CONSTRUCTION PLANS
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FIRE PROTECTION:
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1-FX-001
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FIRE PROTECTION: SYMBOLS, ABBREVIATIONS, NOTES & DETAILS
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1-FX-101
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FIRE PROTECTION: PARTIAL SECOND FLOOR DEMOLITION & CONSTRUCTION PLANS
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ELECTRICAL:
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1-ES-001
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ELECTRICAL: SYMBOLS, ABBREVIATIONS & NOTES
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1-ES-101
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ELECTRICAL: PARTIAL SECOND FLOOR DEMOLITION & CONSTRUCTION POWER PLANS
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1-ES-102
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ELECTRICAL: PARTIAL SECOND FLOOR DEMOLITION & CONSTRUCTION LIGHTING PLANS
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1-ES-701
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ELECTRICAL: DETAILS
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1-ES-801
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ELECTRICAL: SCHEDULES
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1-GI-002
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1-HA-101
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PARTIAL SECOND FLOOR PLAN
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ASBESTOS:
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JOHN D. FELLENZER, P.E.
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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25
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1-ES-100
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ELECTRICAL: PARTIAL FIRST FLOOR CONSTRUCTION POWER PLAN
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1-AS-201
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ARCHITECTURAL: FINISH PLAN, INTERIOR ELEVATIONS, DETAILS & DOOR SCHEDULE
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GENERAL ELECTRIC:
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1-GE-101
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REVOLUTION FRONTIER PRELIMINARY STUDY
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CONTROL ROOM
A221
A223
CT
SCANNER
ROOM
A224
X RAY
CONTROL
ROOM
A221A
BATHROOMX RAY CONTROL ROOM
A220
A225
X RAY
ROOM
SERVICE
CABINET
REFERENCE ONLY)
MDP
UPS
PDU
seism ic bracket seism ic bracket
CONTROL ROOM
A221
A223
CT
SCANNER
ROOM
A224
X RAY
CONTROL
ROOM
A221A
BATHROOMX RAY CONTROL ROOM
A220
A225
X RAY
ROOM
SERVICE
CABINET
REFERENCE ONLY)
MDP
UPS
PDU
ENGINEERING LLP
FE PROJECT NO: 23-067
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
6/
/2
:3 9:
P
M
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
528A8-23-811
Project Director
12-5-2023 SRB / JDF
Revisions: Date:
STRATTON VA MEDICAL CENTER
RENOVATE FOR CT A221, A222-223BID DOCUMENTS
PROJECT
NORTH
KEY PLAN
CORE
WING 'C'
WING 'B' WING 'A'
WING 'D'
SRB
PARTIAL FIRST FLOOR PLAN - HIGH RISK1
UL U465 (1 HOUR RATED)
FIRECODE 'X' GYPSUM BD PANELS APPLIED VERTICALLY OR
HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE
STAGGERED. FACE LAYER JOINTS TO BE FINISHED. FIRE
CAULK ALL PENETRATIONS.
CONSTRUCTION PARTITION WALL DETAIL
N.T.S.3
NOTES:
PARTIAL SECOND FLOOR PLAN - HIGH RISK2
PHASING NOTES:
GENERAL NOTES:
SAFETY NOTES:
FIRST FLOOR GENERAL NOTE:
Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of
Construction areas must be inspected by an infection preventionist and engineering representative (and others as determined by the facility) for final activity/project close out and removal of infection prevention and control measures.
Work Area Cleaning:
1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.
2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.
Removal of Critical Barriers:
1. Critical barriers must remain in place during all work involving drywall removal, creation of dust and activities beyond simple touch-up work. The barrier may
NOT be removed until a work area cleaning has been performed. Additional cleaning may be needed after removal of barrier.
2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:
· Carefully remove screws and painter tape.
· If dust will be generated during screw removal, use hand-held HEPA vacuum.
· Drywall cutting is prohibited during removal process.
· Clean all stud tracks with HEPA vacuum before removing outer hard barrier.
· Use a plastic barrier to enclose area if dust could be generated.
Negative Air Requirements:
1. The use of negative air must be designed to remove contaminants from the work area.
2. Negative air devices (fans, filters, monitoring and documentation equipment) must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.
HVAC systems:
1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.
2. Verify that HVAC systems are clean and operational.
3. Verify and document through a TAB the
HVAC systems meets original airflow and air exchange design specifications.
Water systems:
1. Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA
Directive 1061.
All control measures in Levels I, II and III and the following:
1. Barriers must be hard barriers unless temporary to install final barrier.
2. Containment must include an anteroom to ensure pressure control. Anteroom must be large enough for equipment staging, cart cleaning, workers’ PPE and cleaning.
3. Worker clothing and/or PPE must be removed or clean and free of visible dust before leaving the work area anteroom.
HEPA vacuuming of clothing or use of cover suits is acceptable.
4. Workers must wear shoe covers or have a method to clean shoes in anteroom. Shoe covers must be removed prior to exiting the anteroom to the occupied space (non-work area).
Damaged shoe covers must be changed immediately.
C la ss
IV
PATIENT RISK GROUP FOR "TYPE C" CONSTRUCTION
HIGH RISK GROUP
Class IV
POWER FEED GENERAL NOTE:
KEYED NOTE:
CT MANUFACTURER NOTE:
NOTE:
7' TEMP. CHAIN LINK FENCING DETAIL5
WITH DOUBLE MAN GATE DETAIL4
TEMPORARY CONSTRUCTION PARTITION
SEE FIRST FLOOR
NOTE BELOW FOR
THIS AREA OF WORK
A224 GENERAL NOTE:
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ROOM
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X-RAY
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RESTROOM
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MALE
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BATHROOM
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CTRL. ROOM
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X-RAY
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CTRL. ROOM
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X-RAY
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EXISTING PANEL NPP2
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PROVIDE CONSTRUCTION TACKY MATS (TYP.)
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PHASE 1, SEE A224 GENERAL NOTE
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SEE POWER FEED GENERAL NOTE
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PREP
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SOILED STORAGE
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CONFERENCE ROOM
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INTERN
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STORAGE
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TRC1
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TRC2
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OFFICE
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OFFICE
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OFFICE
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AutoCAD SHX Text 113 Holland Ave, Albany, NY 12208
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AREA OF WORK
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JOHN D. FELLENZER, P.E.
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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25
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SCALE: 1/4"=1'-0"
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FRAMING TO DECK
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CONTINUOUS BOTTOM RUNNER TRACK
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SEALANT - BOTH SIDES
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5/8" FIRECODE 'C' OR 'X' GYPSUM WALL BD. (1) LAYER EACH SIDE
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LINE OF RATED FLOOR STRUCTURE ABOVE
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3" MINERAL WOOL SOUND
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ATTENUATION BATT. INSULATION
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CONTINUOUS TOP RUNNER TRACK
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U.L. LISTED FIRE CAULK
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COMPLETE, BOTH SIDES
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1. CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL PRECAUTIONS AS SHOWN IN CHART FOR ALL WORK TO BE DONE UNDER THIS PROJECT. 2. IF AREA OF WORK IS IN QUESTION, COORDINATE WITH VA IF AREA OF WORK IS IN QUESTION, COORDINATE WITH VA REPRESENTATIVE FOR CLASSIFICATION OF AREA. 3. INSPECTION OF AREA REQUIRED BY VA COR/SAFETY/INFECTION INSPECTION OF AREA REQUIRED BY VA COR/SAFETY/INFECTION PREVENTION PRIOR TO REMOVING BARRIERS.
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SCALE: 1/4"=1'-0"
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GI-002
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1. EXTEND WALL TO SEPARATE A224 FROM REST OF AREA OF WORK. EXTEND WALL TO SEPARATE A224 FROM REST OF AREA OF WORK. COMPLETE ALL WORK IN A224 SUCH THAT THE SPACE BECOMES FULLY USABLE TO THE VA. 2. UNDER SEPARATE CONTRACT, X-RAY IN A225 WILL BE REPLACED. UNDER SEPARATE CONTRACT, X-RAY IN A225 WILL BE REPLACED. CEASE WORK UNTIL NEW X-RAY IS OPERATIONAL. VA WILL PROVIDE NOTIFICATION WHEN THIS PROJECT MAY RESUME. 3. PERFORM ASBESTOS INVESTIGATION AND ABATEMENT IN CHASE 15. PERFORM ASBESTOS INVESTIGATION AND ABATEMENT IN CHASE 15. 4. PERFORM REMAINING WORK.PERFORM REMAINING WORK.
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1. VA SHALL PROVIDE A DESIGNATED STAGING AREA FOR EQUIPMENT, STORAGE & VA SHALL PROVIDE A DESIGNATED STAGING AREA FOR EQUIPMENT, STORAGE & DUMPSTERS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STAGING AREA INCLUDING LANDSCAPING. PROVIDE TEMPORARY FENCING FOR STAGING AREA. SEE DETAILS 4&5/GI-002. 2. CONTRACTOR PARKING WILL BE AT LOCATIONS AS DIRECTED BY THE VA. CONTRACTOR PARKING WILL BE AT LOCATIONS AS DIRECTED BY THE VA. 3. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. 4. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. 5. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. 6. DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM ALLOWABLE CAPACITY. ALL DISPOSAL FEES BY THE CONTRACTOR. 7. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. 8. PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING ALL WORK THAT MAY AFFECT THE OWNER'S USE OF THE FACILITY, INCLUDING UTILITY SHUT DOWNS, NOISE GENERATING ACTIVITIES, OPERATIONS IMPACTING TRAFFIC PATTERNS, AND AREAS AFFECTING PATIENT PRIVACY. 9. ALL FREQUENT PROJECT WORKERS SHALL ATTEND THE ON SITE FACILITY SAFETY TRAINING ALL FREQUENT PROJECT WORKERS SHALL ATTEND THE ON SITE FACILITY SAFETY TRAINING AND BADGING. 10. NOISE AND VIBRATION EMITTING WORK SHALL BE COORDINATED WITH THE FACILITY AND NOISE AND VIBRATION EMITTING WORK SHALL BE COORDINATED WITH THE FACILITY AND THE ADJACENT 24-7 SPACES. PERMISSION MUST BE REQUESTED. 11. VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING POWER TOOLS AT ANY TIME IF THE NOISE & VIBRATION IMPACTS ANY HOSPITAL FUNCTION. IF THIS OCCURS, WORK MUST BE PERFORMED OFF HOURS, BY USE OF HAND TOOLS OR AT AN ALTERNATE TIME AS APPROVED BY VA COR OR SAFETY OFFICER. 12. IF WORK PRODUCES AN ODOR THAT IS OFFENSIVE IN THE OPINION OF THE VA COR OR IF WORK PRODUCES AN ODOR THAT IS OFFENSIVE IN THE OPINION OF THE VA COR OR SAFETY OFFICER, THE VA MAY TEMPORARILY STOP WORK. ODOR PRODUCING WORK MUST BE PERFORMED OFF HOURS OR AN EXHAUST FAN MUST BE PROVIDED. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON THESE PLANS CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON THESE PLANS AGAINST FIELD CONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE VA. ALL DIMENSIONS AND LOCATIONS AS-INDICATED ON THE DRAWINGS SHALL BE CONSIDERED AS REASONABLY CORRECT BUT IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITION. ALL AREAS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. 14. ALL WORK PERFORMED SHALL COMPLY WITH APPLICABLE VA CODES AND STANDARDS, ALL WORK PERFORMED SHALL COMPLY WITH APPLICABLE VA CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO VA DIRECTIVES AND DESIGN MANUALS, INTERNATIONAL BUILDING CODE (IBC), NFPA 101 LIFE SAFETY CODE, NATIONAL ELECTRIC CODE (NEC) AND OSHA STANDARDS. 15. CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACT SHALL CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY AND PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND SHALL FURNISH OWNER WITH CERTIFICATES OF INSURANCE. INSURANCE POLICY SHALL HAVE NO EXCLUSION FOR OVERSPRAY. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY LIABILITY INSURANCE FOR OVERSPRAY TO COVER, BUT NOT BE LIMITED TO, VA AND ALL EMPLOYEES, PATIENTS, VISITORS AND THEIR PROPERTIES. 16. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL NOTIFY VA OF ANY DISCREPANCIES IN DO NOT SCALE DRAWINGS, CONTRACTOR SHALL NOTIFY VA OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS. 17. DETAILS SHOWN ARE TYPICAL: SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS DETAILS SHOWN ARE TYPICAL: SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 18. CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON DETAIL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON DETAIL SHEETS, PLANS, SPECIFICATIONS AND ALL PERTINENT EQUIPMENT REQUIRED FOR A COMPLETE AND WORKABLE SYSTEM. 19. ANY DIRECT OR INDIRECT DAMAGE THAT IS DONE TO PUBLIC OR PRIVATE PROPERTY ANY DIRECT OR INDIRECT DAMAGE THAT IS DONE TO PUBLIC OR PRIVATE PROPERTY RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT, THE CONTRACTOR SHALL RESTORE THE DAMAGED PROPERTY TO A CONDITION EQUAL TO ITS ORIGINAL CONSTRUCTION OR INSTALLATION CONDITION BEFORE THE DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT. REPAIR, REBUILD, OR RESTORE PROPERTY AS DIRECTED OR MAKE GOOD SUCH DAMAGE IN AN ACCEPTABLE MANNER TO THE VA. 20. PROTECT EQUIPMENT AND MATERIALS AGAINST PHYSICAL DAMAGE. PLACE EQUIPMENT IN PROTECT EQUIPMENT AND MATERIALS AGAINST PHYSICAL DAMAGE. PLACE EQUIPMENT IN FIRST CLASS OPERATING CONDITION, OR RETURN TO SOURCE OF SUPPLY FOR REPAIR OR REPLACEMENT, AS DETERMINED BY VA COR. PROTECT EQUIPMENT DURING CONSTRUCTION AGAINST ENTRY OF FOREIGN MATTER TO THE INSIDE AND CLEAN BOTH INSIDE AND OUTSIDE BEFORE OPERATION AND PAINTING. 21. NEGATIVE AIR PRESSURE 0.01" WC SHALL BE MAINTAINED 24 HOURS A DAY BEGINNING NEGATIVE AIR PRESSURE 0.01" WC SHALL BE MAINTAINED 24 HOURS A DAY BEGINNING BEFORE DEMOLITION ACTIVITIES AND UNTIL COMPLETION OF WORK. 22. WINDOWS IN THE AREA OF WORK ARE OPERABLE, THESE MAY BE USED AS A POINT OF WINDOWS IN THE AREA OF WORK ARE OPERABLE, THESE MAY BE USED AS A POINT OF EXHAUST TO MAINTAIN NEGATIVE AIR PRESSURE. 23. PROJECT IS TAKING PLACE OVER EXISTING DENTAL CLINIC. MINIMIZE DISRUPTION TO PROJECT IS TAKING PLACE OVER EXISTING DENTAL CLINIC. MINIMIZE DISRUPTION TO DENTAL SUITE FUNCTIONS. 24. CONTRACTOR TO SUPPLY WALL PADDING AND PROTECTIVE FLOOR MATTING DURING CONTRACTOR TO SUPPLY WALL PADDING AND PROTECTIVE FLOOR MATTING DURING ELEVATOR USE. ELEVATORS CAN BE "LOCKED OUT" FOR USE IN TRANSPORTING A ELEVATORS CAN BE "LOCKED OUT" FOR USE IN TRANSPORTING A SIGNIFICANT SHIPMENT OF MATERIALS. ELEVATORS ARE USED FOR PATIENT TRANSPORT, SO THE LOCK-OUT MUST BE COMPLETED (INCLUDING CLEANING) PRIOR TO 8:00 AM. AT AT COMPLETION OF USE; ELEVATOR SHALL BE CLEANED OF ALL CONSTRUCTION DEBRIS AND DUST, THE WALLS AND CEILING SHALL BE HAND WIPED AND THE FLOOR SHALL BE MOPPED USING AN APPROPRIATE SURFACE CLEANER AND THE ELEVATOR RETURNED TO VA FOR USE. COORDINATE "LOCK-OUT" WITH VA COR AT LEAST 24 HRS IN ADVANCE. 25. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO PROVIDE ALTERATIONS IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO PROVIDE ALTERATIONS AND/OR NEW CONSTRUCTION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS TO PROVIDE COMPLETE NEW SYSTEMS IN EVERY RESPECT, CAPABLE OF OPERATING AS DESIGNED. IT IS NOT INTENDED THAT EVERY FITTING, MINOR DETAIL OR FEATURE BE SHOWN ON DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DETAIL NECESSARY FOR COMPLETION OF THESE SYSTEMS IN ACCORDANCE WITH GOOD PRACTICE.
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1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES & REGULATIONS FOR THE DEMOLITION AND CONSTRUCTION OPERATIONS ON A HIGH RISE BUILDING. 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND VA SAFETY REPRESENTATIVE A COMPLETE AND DETAILED CONSTRUCTION PLAN INCLUDING: CONSTRUCTION PHASING PLAN, CONSTRUCTION SCHEDULE, SAFETY PLAN SHOWING ALL SAFETY MEASURES BEING TAKEN TO PROTECT AREAS AND PEOPLE BELOW AREAS OF WORK. CONSTRUCTION PLAN TO BE APPROVED BY VA PRIOR TO START OF WORK. 3. CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER THE VA REQUIREMENTS DESCRIBED IN SPECIFICATION SECTION 01 00 00. ALL SIGNAGE TO BE REVIEWED AS PART OF THE SAFETY PLAN.
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1. FIRST FLOOR DENTAL CLINIC WILL REMAIN ACTIVE DURING CONSTRUCTION. FIRST FLOOR DENTAL CLINIC WILL REMAIN ACTIVE DURING CONSTRUCTION. ALL WORK IN FIRST FLOOR TO BE COMPLETED OFF HOURS AND CORRIDOR & OFFICES SHALL BE RETURNED TO ORIGINAL CONDITION, CLEARED OF CONTRACTOR PROPERTY, CLEANED, AND CEILING TILES RETURNED BEFORE THE START OF DENTAL CLINIC OPERATION THE FOLLOWING DAY. DENTAL CLINIC HOURS ARE 7:30 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY.
AutoCAD SHX Text SMALL-SCALE CONSTRUCTION, RENOVATION, OR MAINTENANCE GENERALLY DEFINED AS FOLLOWS: WORK REQUIRING LONGER THAN A SINGLE WEEK TO COMPLETE BUT NOT EXCEEDING 6 MONTHS. PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED. DEMOLITION/REMOVAL OF PREEXISTING FLOOR COVERING, CASEWORK, LAY-IN CEILING, OR OTHER ARCHITECTURAL ELEMENTS. DEMOLITION/REMOVAL OF MORE THAN 32 FT2 OF DRYWALL/FRAMING, HARD CEILINGS, AND DOORS/FRAMING AND MINIMAL INFRASTRUCTURE SUCH AS ELECTRICAL CIRCUITS AND BRANCH PIPING. INSTALLATION OF NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL/PLASTER AND ASSOCIATED WORK. PLUMBING WORK SUCH AS THE INSTALLATION OF NEW SINKS, SHOWERS AND TOILETS AND ASSOCIATED PLUMBING. SHUT DOWN OF SECTIONS OF POTABLE WATER SYSTEMS. ELECTRICAL WORK SUCH AS INSTALLATION OF CONDUIT AND WIRE FOR LIGHTING, RECEPTACLES AND SWITCHES FOR AN AREA, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL UNITS, FANS ETC. MODIFICATION OF EXISTING FIRE ALARM AND SUPPRESSION SYSTEMS. MECHANICAL WORK SUCH AS THE INSTALLATION OF DUCTWORK, DIFFUSERS, AND TERMINAL UNITS FOR AN AREA.
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1. NEW FEED TO MDP FROM NPP2 TO BE INSTALLED OFF HOURS. COORDINATE WITH NEW FEED TO MDP FROM NPP2 TO BE INSTALLED OFF HOURS. COORDINATE WITH VA COR FOR SCHEDULING. WORK AREA SHALL BE RETURNED TO ORIGINAL CONDITION AND CLEANED BEFORE THE START OF WORK THE FOLLOWING DAY.
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CONTRACTOR SHALL PROVIDE HEPA FILTERING DEVICES. SEE GENERAL NOTES 21 & 22.
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1. GENERAL ELECTRIC WILL PROVIDE SITE SPECIFIC DRAWINGS GENERAL ELECTRIC WILL PROVIDE SITE SPECIFIC DRAWINGS FOR EQUIPMENT LAYOUTS. G.E. DRAWINGS ARE CONSIDERED PART OF THE CONTRACT DOCUMENTS. NO WORK MAY BEGIN PRIOR TO ISSUE OF G.E. DRAWINGS AND FINAL COORDINATION.
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1. TEMPORARY OR PRE-FAB BARRIERS, TYPICAL OF STARC OR APPROVED TEMPORARY OR PRE-FAB BARRIERS, TYPICAL OF STARC OR APPROVED ALTERNATE, CAN BE UTILIZED PER V.A. DISCRETION AND APPROVAL.
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CEILING
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CEILING
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AutoCAD SHX Text NOTES: 1. 2x11GA WIRE FILL 2x11GA WIRE FILL 2. TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) 3. WIRE TIES EVERY 12" WIRE TIES EVERY 12" 4. PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP STABILIZERS/STANDS.
AutoCAD SHX Text 12'-0"
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TENSION BANDS
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GRADE
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AutoCAD SHX Text 36"
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STABILIZERS/ STANDS
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FENCE STABILIZERS/ STANDS
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FRONT VIEW
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SIDE VIEW
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TOP VIEW
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MAX.
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GRADE
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MAX.
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MIN.
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%%UNOTES:
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1. VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC SHALL BE INSTALLED ON TEMPORARY CONSTRUCTION FENCING. 2. CENTER RAIL REQUIRED ON GATE LEAVES.CENTER RAIL REQUIRED ON GATE LEAVES.
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TENSION BANDS
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STABILIZERS/ STANDS
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PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY.
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MIN.
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CENTER RAIL
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PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY
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1. X-RAY CONTROL ROOM A224 SHALL REMAIN OPERATIONAL X-RAY CONTROL ROOM A224 SHALL REMAIN OPERATIONAL MONDAY THRU FRIDAY DURING PHASE 1 WORK. WORK ONLY ON WEEKENDS. AREA SHALL BE CLEANED, ICRA BARRIER REMOVED & CONTRACTOR PROPERTY REMOVED AND ROOM LEFT IN OPERATIONAL CONDITION BY START OF RADIOLOGY HOURS ON MONDAY.
A233a
A232
A231
A230
A229
A227
A226-2 A226 A226-1
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A221aA220
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SW2
A230-1
ENGINEERING LLP
FE PROJECT NO: 23-067
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
6/
/2
:3 9:
P
M
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
528A8-23-811
Project Director
12-5-2023 SRB / JDF
Revisions: Date:
STRATTON VA MEDICAL CENTER
RENOVATE FOR CT A221, A222-223BID DOCUMENTS
PROJECT
NORTH
KEY PLAN
CORE
WING 'C'
WING 'B' WING 'A'
WING 'D'
ABATEMENT: PARTIAL SECOND FLOOR ASBESTOS ABATEMENT PLAN1
AEHA
ASBESTOS ABATEMENT KEYNOTES APPROX. QTY
AA1 PERFORM REQUIRED DEMOLITION OF CHASE, AS REQUIRED TO
DISCONNECT/RECONNECT PLUMBING PIPING, UNDER FULL
CONTAINMENT DUE TO THE POTENTIAL FOR ASBESTOS CONTAINING
PIPE INSULATION AND FITTINGS IN CHASE. REMOVE & DISPOSE OF
THERMAL SYSTEMS INSULATION ON ALL PIPES IN CHASE.
UPON COMPLETION OF ABATEMENT WORK, LAG ALL EXPOSED ENDS
OF ACM PIPE INSULATION. RE-INSULATE ALL ABATED PIPING.
TYP. FOR 20 SQ.
FT. OF WALL
REMOVAL AND 30
LIN. FT. OF
PIPE/FITTING
INSULATION
AA1
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CLINICIAN OFFICE
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X-RAY ROOM
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X-RAY CTRL. RM.
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X-RAY ROOM
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X-RAY CONTROL RM.
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CHANGING ROOM
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REST RM.
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REST RM.
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CHANGING ROOM
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X-RAY ROOM
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ROOM
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X-RAY
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ROOM
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X-RAY
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OFFICE
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CLINICIAN
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CTRL. ROOM
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X-RAY
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ROOM
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CHANING
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ROOM
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CHANING
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ROOM
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REST
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ROOM
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REST
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RESTROOM
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AREA
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WAITING
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X-RAY CTRL. RM.
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X-RAY ROOM
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BATHROOM
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CTRL. ROOM
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X-RAY
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ROOM
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X-RAY
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CTRL. ROOM
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X-RAY
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WF
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VT
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X-RAY ROOM: WALK/SIT IN
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SW2
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WALK/SIT IN
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X-RAY ROOM
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ROOM
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ULTRA SOUND
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OFFICE
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CLINICIAN
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ROOM
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X-RAY
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AutoCAD SHX Text 113 Holland Ave, Albany, NY 12208
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AREA OF WORK
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JOHN D. FELLENZER, P.E.
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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25
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SCALE: 1/4"=1'-0"
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ABATEMENT: PARTIAL SECOND FLOOR ASBESTOS ABATEMENT PLAN
1-HA-101
DEMOLITION LEGEND:
EXISTING DOOR TO REMAIN
PARTITION TO BE REMOVED
DOOR AND FRAME TO BE REMOVED
PLUMBING FIXTURE TO REMAIN
PLUMBING FIXTURE TO BE REMOVED
EXISTING WALL TO REMAIN
XXXX DOOR TO BE REMOVED AND
SALVAGED FOR RELOCATION
AREA OF LIMITED REMOVALS - CEILING TILE ONLY
AREA OF CEILING TILE REPLACEMENT (CEILING TILE TO MATCH ADJACENT)
AREA NOT HATCHED INDICATES REMOVAL OF ALL ITEMS INCLUDING, BUT NOT
LIMITED TO PARTITIONS, VINYL WALL COVERINGS, ALL FINISH FLOOR
MATERIALS, WALL BASE AND ASSOCIATED ADHESIVES AND MASTICS, FLOOR
ACCESS PANELS, FLOOR DRAINS, BORROWED LITES, DOORS, FRAMES, WALL
PROTECTION, MILLWORK, CASEWORK, LIGHT FIXTURES, GYPSUM BOARD
CEILINGS AND SOFFITS, SUSPENDED CEILING SYSTEMS, DIFFUSERS, GRILLES,
PRIVACY CURTAINS AND TRACKS, PLUMBING FIXTURES, WALL BUMPERS,
CHAIR RAILS, TV AND BRACKETS, SHARPS BOXES, ZONE VALVE BOXES, GLOVE
BOXES, CLOCKS, HAND SANITIZER DISPENSERS, SURGICAL BOOMS, PRECISION
AIR DIFFUSER SYSTEMS.
COORDINATE DUCTWORK, ELECTRICAL AND ALL MEDICAL GAS SYSTEM
REMOVALS WITH MEP ENGINEER. COORDINATE WITH VA FOR THE ITEMS THAT
REQUIRE SALVAGING. COORDINATE STORAGE OF SALVAGED ITEMS WITH VA'S
REPRESENTATIVE.
EXISTING AREA TO REMAIN
(NOT IN CONTRACT)
1 REMOVE EXISTING FLOORING AND WALL BASE IN THEIR
ENTIRETY, INCLUDING ADHESIVES. PREPARE FLOOR SLAB FOR
NEW FINISHES AS INDICATED ON DRAWINGS AND
SPECIFICATIONS.
KEY NOTES:
2 CAREFULLY REMOVE EXISTING DOOR, FRAME, AND
ASSOCIATED HARDWARE, AND PROVIDE TO VA FOR FUTURE
REUSE
3 REMOVE EXISTING COUNTERTOP IN ITS ENTIRETY
4 REMOVE EXISTING BLOCK WALL IN ITS ENTIRETY
5 REMOVE EXISTING CONCRETE & PLASTER WALL IN ITS
ENTIRETY
6 REMOVE EXISTING LEAD LINED VIEWING WINDOW IN ITS
ENTIRETY
7 REMOVE EXISTING DOOR AND FRAME. SALVAGE DOOR FOR
REUSE.
8 NOT USED
9 EXISTING SINK TO BE REMOVED
10 REMOVE CURTAIN AND TRACK
11 REMOVE EXISTING GRID AND CEILING TILE INCLUDING ALL
CEILING MOUNTED FIXTURES AND ACCESSORIES AS REQUIRED
BY NEW WORK WITHIN THE PROJECT AREA
12 REMOVE X-RAY TRACK AND ASSOCIATED SUPPORT
STRUCTURE
13 REMOVE PORTION OF WALL PROTECTION. SALVAGE FOR
REUSE
14 REMOVE SURFACE MOUNTED RACEWAY IN ITS ENTIRETY
DEMOLITION NOTES
1. DRAWINGS SHOW GENERAL SCOPE OF REMOVAL WORK. CONTRACTOR IS REQUIRED TO VISIT SITE TO CONFIRM
EXACT ITEMS AND MATERIALS TO BE REMOVED.
2. CONTRACTOR IS TO PROVIDE ALL WORK AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW WORK AS SHOWN ON
DRAWINGS.
3. PROVIDE NEW OPENINGS IN EXISTING CONSTRUCTION. REMOVE ONLY AS MUCH EXISTING CONSTRUCTION AS
REQUIRED TO PROVIDE NEW OPENING. COORDINATE SIZE OF OPENING WITH FLOOR PLAN
4. SHORE EXISTING CONSTRUCTION AS REQUIRED FOR DEMOLITION AND REMOVALS.
5. REMOVE DEBRIS FROM DEMOLITION AREA AS IT IS PRODUCED. LEGALLY DISPOSE OF MATERIALS OFF SITE.
6. PROMPTLY REPAIR ADJACENT SURFACES DAMAGED BY THE DEMOLITION.
7. ALL DOORS, EQUIPMENT, FIXTURES, REGISTERS AND OTHER ITEMS REMOVED DURING DEMOLITION ARE TO REMAIN
THE PROPERTY OF VA UNLESS OTHERWISE DIRECTED BY VA'S REPRESENTATIVE.
8. REUSE ITEMS REMOVED AS INDICATED ON DRAWINGS OR AS DIRECTED BY VA.
9. REMOVE ALL EXISTING EXPOSED OR CONCEALED CONDUIT, WIRING INSTALLATION, WIRING DEVICES, ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, AND EQUIPMENT RENDERED OBSOLETE BY THE DEMOLITION OR ALTERATION.
REMOVE PIPING TO THE NEAREST MAIN.
10. RESTORE ANY EXISTING ELECTRICAL INSTALLATION DISTURBED DURING THE COURSE OF CONSTRUCTION AND NOT
INDICATED FOR REMOVAL.
11. ALL EXTERIOR DOORS AND WINDOWS TO REMAIN, UNLESS OTHERWISE INDICATED.
12. MAJORITY OF EXISTING PARTITION WALL CONSTRUCTION IS MASONRY, CMU, CONCRETE OR CLAY TILE.
13. PROVIDE FIRE SAFING AND FIRESTOP SEALANT AT ALL ABANDONED PIPING AND CONDUIT REMOVALS AS REQUIRED
TO MAINTAIN WALL/ FLOOR RATINGS.
14. COORDINATE ALL REMOVALS SO AS TO PREVENT DEBRIS FROM FALLING INTO CEILING BELOW.
15. CAREFULLY REMOVE PARTITIONS AROUND COLUMNS AND AT PARTITIONS TO REMAIN. REPAIR ANY DAMAGED WALLS
AND FIREPROOFING.
16. PRIOR TO DEMOLITION NOTIFY VA OF ALL FIXTURES, DEVICES, ETC. TO BE DISCARDED AND SET ASIDE THOSE THE VA
WANTS TO SALVAGE.
17. NOTIFY VA OF ALL TELEPHONE AND DATA CABLE(S) AND DEVICES INDICATED TO BE REMOVED OR DISCONNECTED PRIOR TO TAKING ACTION. VA MAY OPT TO REMOVE. ELECTRICAL CONTRACTOR TO REMOVE RACEWAY.
18. PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND ORDINANCES.
19. EXISTING FACILITY WILL REMAIN IN OPERATION DURING THIS WORK. ENSURE SAFE PASSAGE OF ALL PERSONS AROUND WORK AREAS. ERECT BARRIERS AS REQUIRED AND/ OR AS DIRECTED BY VA. MAINTAIN ALL REQUIRED
EGRESS ROUTES.
20. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
21. USE METHODS APPROVED BY VA TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT
SURFACES DIRTIED BY THE REMOVALS.
22. DO NOT INTERRUPT EXISTING UTILITY SERVICE WITHOUT AUTHORIZATION FROM VA, PROVIDE TEMPORARY SERVICE
DURING INTERRUPTIONS.
23. SURVEY PROJECT AREA FOR ANY OPENINGS IN FLOOR SLAB ABOVE & BELOW, THAT ARE UNSEALED AFTER DEMOLITION WORK IS COMPLETED. SEAL ALL FLOOR OPENINGS FIRE TIGHT AND WATER TIGHT. SEAL ALL WORK AND
CEILING PENETRATIONS FIRE TIGHT AND SMOKE TIGHT.
A223
A224
A222
A221
A221A A220
A231
A230-1
A229
SAVE TILE GRID
FOR REUSE IN
ROOM A224
A231
X RAY
ROOM
A230-1
CLOSET
SW2
A221A
BATHROOM
X RAY CONTROL ROOM
A220
A229
X RAY
ROOM
WALK/
SIT-IN
A224
X RAY
CONTROL
ROOM
A223
X RAY
ROOM
A222
CLINICIAN
OFFICE
A221
ULTRA SOUND
ROOM
PHASE 1
LOW WALL
A224
AREA TO BE
CONSTRUCTED AS
PHASE 1. SEE GI-002 FOR
PHASING REQUIREMENTS
AT THIS LOCATION.
HATCHED AREA INDICATES AREA OF CEILING TILE
REMOVAL; EXISTING GRID TO REMAIN.
APPROXIMATELY 320 SF. COORDINATE CEILING
TILE REMOVAL WITH ABOVE CEILING MEP WORK
CONFERENCE ROOM
STORAGE
INTERN
OFFICE
OFFICE
OFFICE
NOTES:
• SEE DRAWING GI-002 FOR GENERAL
REQUIREMENTS AND LIMITATIONS ON
CONTRACTOR ACCESS.
• PATCH AND PAINT ANY DAMAGED
SOFFITS AND WALLS AS A RESULT OF
MECHANICAL OR PLUMBING WORK.
HATCHED AREA INDICATES AREA OF CEILING
TILE REPLACEMENT. CEILING TILES TO MATCH
ADJACENT. APPROXIMATELY 320 SF.
CONFERENCE ROOM
STORAGE
INTERN
OFFICE
OFFICE
OFFICE
NOTE:
2ND FLOOR CONCRETE TOPPING REMOVALS AND FINISH FLOOR PREP.
1. AFTER REMOVAL OF FINISHED FLOOR MATERIAL, INSPECT AND CONDUCT SOUNDINGS TO DETERMINE IF THERE IS DELAMINATION OF THE +/-2" TOPPING CONCRETE LAYER. IF THE COR DETERMINES THE 2" TOPPING CONCRETE LAYER HAS FAILED, REMOVE EXISTING TOPPING LAYER DOWN TO STRUCTURAL CONCRETE. TAKE PROPER PRECAUTIONS TO NOT CUT OR DAMAGE EXISTING STRUCTURAL FLOOR SLAB. CONTRACTOR SHALL COMPLETE REPAIRS IN STRUCTURAL FLOOR SLAB AS REQUIRED FOR INSTALLATION OF NEW TOPPING SLAB. REMOVALS SHALL BE COORDINATED WITH COR TO ENSURE DISRUPTIONS TO ADJACENT AREAS ARE MINIMIZED.
2. IF THE COR DETERMINES THE CONCRETE TOPPING IS IN GOOD CONDITION AFTER TESTING AND OBSERVATION, DO NOT REPLACE THE TOPPING CONCRETE LAYER. FILL ALL GAPS AND PENETRATIONS WITH COR APPROVED CEMENTITIOUS FILL MATERIAL SUFFICIENT TO MATCH AND MAINTAIN EXISTING FLOOR SLAB ASSEMBLY THICKNESS AND FIRE RATING. REMOVE ANY DEGRADATION OF THE ORIGINAL
TOPPING MATERIAL WITH REPLACEMENT MATERIAL TO MATCH.
3. CONTRACTOR TO IDENTIFY AREAS IN THE PROJECT FLOOR SLAB OUT OF LEVEL OR FLATNESS SPECIFICATION AND REVIEW WITH COR.
GRIND OR FILL TO BRING TO PROPER LEVEL.
4. FINAL SLAB SURFACE TO BE SMOOTH AND CLEAN TO ALLOW FOR NEW FLOORING APPLICATION.
5. REFER TO SPECIFICATION SECTION 09516 SUBSURFACE PREPARATION FOR FLOOR FINISH AND SECTION 09516 RESILIENT SHEET
FLOORING FOR ADDITIONAL REQUIREMENTS.
6. PROVIDE SQUARE FOOT UNIT PRICE TO REMOVE AND REPLACE TOPPING.
7. PROVIDE UNIT PRICE TO REPAIR AND LEVEL EXISTING TOPING TO REMAIN.
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
/2 /2
:0
:4
P M
1-AD-101
2ND FLOOR DEMO PLAN & DEMO
REFLECTED CEILING PLAN
RENOVATE FOR CT A221, A222-A223
113 Holland Ave, Albany, NY 12208
528A8-23-811
11/22/2023 JD PB
BID DOCUMENTS
Project No.
PROJECT
NORTH
2ND FLOOR KEY PLAN
WING 'D'
WING 'A'WING 'B'
WING 'C'
CORE
AREA OF
WORK
SCALE: 1/4" = 1'-0"1-AD-101
1 SECOND FLOOR REFLECTED CEILING PLAN - DEMO
SCALE: 1/4" = 1'-0"1-AD-101
2 SECOND FLOOR PLAN- DEMO
SCALE: 1/4" = 1'-0"1-AD-101
3 FIRST FLOOR REFLECTED CEILING PLAN- DEMO
SCALE: 1/4" = 1'-0"1-AD-101
4 FIRST FLOOR REFLECTED CEILING PLAN
Revisions: Date: 12/5/2023
ALIGN
s e is m ic b r a c k e t s e is m ic b r a c k e t
FLOOR PLAN LEGEND:
FIRE EXTINGUISHER CABINET
DETAIL/CALLOUT KEY
ROOM TAG
ELEVATION KEY
SECTION KEY
ALIGN KEY
DOOR NUMBER
CORNER GUARD
EXISTING DOOR AND FRAME
NEW DOOR AND FRAME
EXISTING WALL
X
AX.XX
FEC
CG
X
AX.XX
X
AX.XX
NEW PARTITION
WINDOW TAG/ DESIGNATION
AX.XX
HATCH INDICATED AREA NOT IN CONTRACT
XXXX
RELOCATED DOOR
XXXX
Room name
XXXX
DIMENSION TO CENTERLINE OF OBJECT
XXX
EXISTING CEILING MOUNTED EXIT SIGN
CEILING MOUNTED EXIT SIGN
E
PARTITION TYPE SYMBOLS
--S
PARTITION TYPE
HOURLY FIRE RATING: PARTITION EXTENDS
TO BOTTOM OF STRUCTURE ABOVE.
PARTITION TYPE
PARTITION EXTENDS TO DECK
ABOVE AND SEALED WITH SAFING.
FRAMING EXTENDS TO BOTTOM
OF STRUCTURE ABOVE.
PARTITION TYPE
FINISHES ONE SIDE EXTEND TO 6"
ABOVE HIGHEST ADJACENT CEILING.
FINISHES ONE SIDE EXTEND TO
BOTTOM OF STRUCTURE ABOVE.
PARTITION FRAMING EXTENDS TO
STRUCTURE ABOVE. GYPSUM WALL
BOARD TERMINATES 6" ABOVE HIGHEST
ADJACENT CEILING.
PARTITION TYPE
SUFFIX "S" INDICATES SMOKE BARRIER
PARTITION - SEAL ONE SIDE TO DECK
AND AROUND ALL PENETRATIONS.
INFILL OPENING. MATCH WALL THICKNESS
AND ALIGN WITH EXISTING WALL.
INFILL
PARTIAL HEIGHT WALL TO UNDERSIDE OF
COUNTER UNLESS OTHERWISE NOTED.
PART
1. THE PARTITION TYPE SYMBOLS WILL KEY THE
PARTITION TYPES ON PLANS.
2. ANY PENETRATION THROUGH HOURLY RATED
PARTITIONS SHALL BE FIRESTOPPED WITH MATERIALS
TO EQUAL THE HOURLY RATING OF THE PARTITION
SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS.
EXISTING WALLS WITH NEW PENETRATIONS ARE TO
BE SEALED AS REQUIRED TO MAINTAIN RATING.
PARTITION TYPE NOTES
CONSTRUCTION NOTES:
1. LOCATE SIDE OF DOOR FRAMES 4" FROM PERPENDICULAR
WALL UNLESS OTHERWISE INDICATED.
2. CONTRACTOR TO COORDINATE LOCATION OF ALL
PARTITIONS ENCLOSING EQUIPMENT WITH APPROVED SHOP
DRAWINGS.
3. PROVIDE 1/2" X 6" FIRE RETARDANT PLYWOOD BLOCKING OR
6" HIGH X 18 GA SHEET BLOCKING IN PARTITIONS AT ALL
LOCATIONS WITH SURFACE APPLIED EQUIPMENT OR
ACCESSORIES SUCH AS HANDRAILS, TOILET ACCESSORIES,
WALL BUMPERS, WALL MOUNTED DOOR STOPS AND FOR
SUPPORT OF WALL CABINETS, SHELVES, EQUIPMENT, ETC.
4. CONFIRM CHASE WALL DIMENSIONS WITH PLUMBING
CONTRACTOR, NOTIFY ARCHITECT OF ANY DISCREPANCIES.
5. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM,
ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE
WORK COMPLETE WHETHER SHOWN OR NOTED ON THE
CONTRACT DOCUMENTS OR NOT.
6. RESTORE DAMAGED AND EXPOSED FINISHES OR PATCHED
AREAS IN A MANNER WHICH ELIMINATES EVIDENCE OF
PATCHING AND REFINISHING.
7. PATCH ANY FIRE PROOFING DAMAGED TO MEET FIRE
RATINGS PROVIDED BY VA. MATERIAL AND METHOD TO BE
APPROVED BY VA.
CONTROL ROOM
A221
A223
CT
SCANNER
ROOM
A224
X RAY
CONTROL
ROOM
A221A
BATHROOMX RAY CONTROL ROOM
A220
A231
X RAY
ROOM
A230-1
CLOSET
SW2
A229
X RAY
ROOM
WALK/
SIT-IN
A225
X RAY
ROOM
A223A
A223
A224
3'-0"8'-6 1/2" 8"
1-AS-201
1-AS-201 14
1-AS-201
AREA TO BE
CONSTRUCTED AS
PHASE 1. SEE GI-002 FOR
PHASING REQUIREMENTS
AT THIS LOCATION.
1'-3 1/2" ±
2'-1"
J41
J41
J40
EXISTING DOOR TO BE
REINSTALLED ON NEW
FRAME. PATCH & PAINT
ADJACENT WALL
SURFACE TO MATCH.
INFILL
J08
2'-6"
7'
-3
'-2
/8
J08
WIRE
GROMMETS
'-5
/8
J40
2'-1"
'-5
R
R 2"
J08
WIRE
GROMMET
'-0
'-0
5'-7"
3'-9"
5'-5 1/2" 3'-8 1/2"
'-0
ALIGN
PAINT THIS SIDE OF THE WALL
TO MATCH ADJACENT
BL-1
1-AS-101
1-AS-201
J40
R 2"
PATCH WALL AT
LOCATION OF
REMOVED SINK
'-6
EQ EQ
9'-4"
9'-4"
EXISTING
CEILING TO
REMAIN
MODIFY EXISTING CEILING
AS REQUIRED FOR WALL
INFILL. TILE & GRID TO
MATCH EXISTING. REUSE
GRID & TILE THAT ARE
REMOVED DURING
DEMOLITION WITH
APPROVAL BY COR
CEILING MOUNTED PATIENT
LIFT SYSTEM. SEE DETAILS 6 &
7 / 1-AS-101
9'-0"
A225
A229
SW2
A230-1
A231
A220 A221A
A221
A223
A224
AC
WALL MOUNTED SPLIT
SYSTEM. SEE MECHANICAL
DRAWINGS.
9'-0"
9'-0"
CEILING MOUNTED
MONITOR WITH
ARTICULATING ARM
SUPPORT STRUCTURE
BY GC. SEE 5 / 1-A-S101
1-AS-101
OWNER PROVIDED CEILING
MOUNTED INJECTOR.
SUPPORT STRUCTURE BY
GC. SEE 5 / 1-A-S101
6"
'-1
0" 10'-6" 5"
'-2
WINDOW SHADES
CONTROL ROOM
A221
A223
CT
SCANNER
ROOM
A224
X RAY
CONTROL
ROOM
A221A
BATHROOMX RAY CONTROL ROOM
A220
A231
X RAY
ROOM
A230-1
CLOSET
SW2
A229
X RAY
ROOM
WALK/
SIT-IN
A225
X RAY
ROOM
A223A
A223
A224
205 206
SERVICE
CABINET
204 PTD
LSD
PATIENT BED TRAVEL
PATH (FOR
REFERENCE ONLY)
MDP
UPS
PDU
5'-6"
'-0
3'-9"
1'-9 1/2"
9'-2"
5'-6"
'-9
9' -1
'-8
7'-11"
'-2
5/8" TYPE "X" MR GYPSUM
WALLBOARD, EACH SIDE
3 5/8" x 20 GA @ 16"
O.C. STEEL STUD
FRAMING
3 1/2" ACOUSTICAL
BATT INSULATION
J18
PARTITION TYPE
SCALE: 1" = 1'-0"
STC 45 UL DESIGN No. U465
(WHERE 1 HR.
RATING NOTED)
4 7/8"
5/8" TYPE "X" GYPSUM
WALLBOARD, ONE SIDE
3 5/8" x 20 GA @ 16" O.C.
STEEL STUD FRAMING
3 1/2" ACOUSTICAL
BATT INSULATION
J40
PARTITION TYPE, TYP. INTERIOR
SCALE: 1" = 1'-0"
STC 49 UL DESIGN No. U465
(WHERE 1 HR.
RATING NOTED)
4 7/8"
5/8" LEAD LINED TYPE "X"
GYPSUM WALLBOARD (1/16"
THICK LEAD), ONE SIDE UP
TO 7'-0" A.F.F.
CT SCANNER
5/8" TYPE "X" GYPSUM
WALLBOARD, ONE SIDE
3 1/2" ACOUSTICAL
BATT INSULATION
3 5/8" 20 GA @ 16"
O.C. STEEL STUD
FRAMING
J08
PARTITION TYPE
SCALE: 1" = 1'-0"
4 1/4"
5/8" TYPE "X" LEAD LINED
GYPSUM WALLBOARD (1/16"
THICK LEAD), ONE SIDE UP
TO 7'-0" A.F.F.
3 1/2" ACOUSTICAL
BATT INSULATION
3 5/8" 20 GA @ 16"
O.C. STEEL STUD
FRAMING
J41
PARTITION TYPE
SCALE: 1" = 1'-0"
4 1/4"
SUPPLY GRILLE - COORDINATE WITH
MECHANICAL DRAWINGS
NEW ACOUSTICAL TILE CEILING
GYPSUM BOARD CEILING,
BULKHEAD, SOFFIT AND
FASCIA
RECESSED LIGHT FIXTURE
2'x2' RECESSED LIGHT FIXTURE
CEILING LEGEND:
EXHAUST/ RETURN GRILLE - COORDINATE
WITH MECHANICAL DRAWINGS
WALL / CEILING MOUNTED EXIT SIGN
PRIVACY CURTAIN TRACK
CLG HEIGHT
WINDOW SHADES
1'-3"
'-3
6"
6"
MOUNTING ASSEMBLY BY
MANUFACTURER
3/8" BOLTS, EA CORNER
P1000 UNISTRUT ATTACHED TO
15"X15"X1/4" STL PL. EA SIDE,
FULL WIDTH
15"X15"X1/4" STEEL PLATE
BY CONTRACTOR
FINISHED CEILING
(4) 1/2" DIA. HOLES FOR
P1000 UNISTRUT
ATTACHMENT
SEE NOTE #1
NOTE:
1. SEE MANUF. DWGS FOR
EXACT MOUNTING HOLE
LOC. REQ'D FOR EQUIP.
P1000T VERTICAL SUPPORTS, EA.
CORNER OF 15"X15"X1/4" STL. PL
EXISTING CONCRETE
SLAB
(2) 2'-0" LONG P1000 UNISTRUT EA
SIDE OF VERTICAL SUPPORTS.
ATTACH TO CONC. DECK W/ 1/2"
EXPANSION BOLT (3) PER SIDE.
PROVIDE MIN. 3" EMBEDMENT
B/O CLG
± 9'-4"
T/O 3RD FLR
EXISTING CONC. FLOOR SLAB
(4" STRUCTURAL SLAB W/ 2"
TOPPING)
THREADED ROD
PARALLEL
BRACE
LIFT TRACK
(BY OWNER)
SLOTTED CHANNEL ATTACHED
TO UNDERSIDE OF FLOOR SLAB W/
EXPANSION OR EPOXY ANCHORS
FINISHED CEILING
V A
R
IE
S
SLOTTED CHANNEL
ATTACHED TO FLOOR
SLAB WITH EXPANSION
OR EPOXY ANCHORS
THREADED ROD
DIAGONAL BRACE
AS REQ'D
LIFT TRACK (BY OWNER)
CONTRACTOR TO
COORDINATE MOUNTING
REQUIREMENTS
FINISHED CEILING
EXISTING CONC. FLOOR SLAB
(4" STRUCTURAL SLAB W/ 2"
TOPPING)
WINDOW MULLION
LINE OF WINDOW
FRAME- BEYOND
LINE OF WINDOW
FRAME- BEYOND
1 1/2"
METAL END CAP.PAINT TO
MATCH MULLION, TO BE
CONTINUOUS AROUND
THE NEW PARTITION
LINE OF SILL BELOW
SEALANT
E Q
E Q
SSM WINDOW SILL
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
/2 /2
:0
:5
P M
1-AS-101
2ND FLOOR, EQUIPMENT &
REFLECTED CEILING PLANS
RENOVATE FOR CT A221, A222-A223
113 Holland Ave, Albany, NY 12208
528A8-23-811
11/22/2023 JD PB
BID DOCUMENTS
Project No.
PROJECT
NORTH
2ND FLOOR KEY PLAN
WING 'D'
WING 'A'WING 'B'
WING 'C'
CORE
AREA OF
WORK
SCALE: 1/4" = 1'-0"1-AS-101
1 SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"1-AS-101
3 SECOND FLOOR REFLECTED CEILING PLAN
NOTE: THIS DRAWING IS ISSUED FOR INFORMATION AND
COORDINATION PURPOSES ONLY. ITEMS INDICATED ON
THIS DRAWING ARE NOT INCLUDED IN THE CONTRACT
UNLESS INDICATED ON OTHER DRAWINGS.
EQUIPMENT LEGEND
EQPM NO. EQUIPMENT NAME
PROVIDED
BY/
INSTALLED
BY
100 OFFICE CHAIR V V
101 LAPTOP V V
102 PRINTER/COPY/FAX V V
103 COMPUTER & KEYBOARD V V
200 IV POLE V V
202 LEAD APRON/ RACK V C
203 GLOVE BOX TRIPLE V C
204 HAND SANITIZER V C
205 ANESTHESIA STOOL V V
206 MONITOR VITAL SIGNS MOBILE STAND V V
208 SHARPS BUCKET ON WHEELS V V
209 RED BAG WASTE V V
210 LINEN HAMPER V V
212 WASTE W/ FOOT PEDAL V V
213 FOOT STOOL V V
214 CONSOLE DESK V VENDOR
215 SOILED UTILITY SUPPLY CART V V
216 1 LINE TELEPHONE C C
217 PARTIAL UPS V VENDOR
218 POWER DISTRIBUTION UNIT V VENDOR
219 MAIN DISCONNECT PANEL V C
220 SERVICE CABINET V V
222 MONITOR WITH ARTICULATING ARM - CEILING MOUNTED V C
223 MOBILE STORAGE CART V V
224 STRETCHER V V
225 CEILING MOUNTED INJECTOR V VENDOR
SCALE: 1/4" = 1'-0"1-AS-101
2 SECOND FLOOR EQUIPMENT PLAN
V = VA
C = CONTRACTOR
SCALE: 1" = 1'-0"1-AS-101
5 CEILING MOUNTED SUPPORT DETAIL
SCALE: 1/2" = 1'-0"1-AS-101
6 DETAIL - PATIENT LIFT SUPPORT STRUCTURE A
SCALE: 1/2" = 1'-0"1-AS-101
7 DETAIL - PATIENT LIFT SUPPORT STRUCTURE B
NOTE:
LIFT SUPPORT DETAILS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR PATIENT LIFT SUPPORT STRUCTURE. LIFT STRUCTURE SHALL BE CAPABLE OF SUPPORTING 1000 LBS STATIC LOAD AT ANY POINT. LIFT STRUCTURE TO BE INSTALLED BY A VENDER CERTIFIED CONTRACTOR. REFERENCE SPECIFICATIONS
SECTION 117300 FOR ADDITIONAL REQUIREMENTS.
SCALE: 1" = 1'-0"1-AS-101
4 PARTITION TO WINDOW MULLION
Revisions: Date: 12/5/2023
A AA A A A
A A
A A
A A
A
AA AAAAA
A A
A A
A A
A A
A A
A A
A
A A
A A
A A
A A
A
A AA
A A
A A
A AA A A A A A A
1-AS-201
1-AS-201 14
CONTROL ROOM
A221
A223
CT
SCANNER
ROOM
A224
X RAY
CONTROL
ROOM
A221A
BATHROOM
A220
X RAY
CONTROL
ROOM
A231
X RAY
ROOM
A230-1
CLOSET
SW2
A229
X RAY
ROOM
WALK/
SIT-IN
A225
X RAY
ROOM
A223A
A223
A224
PT/ WP
INTEGRAL WB
SHEET
PT/ WP
INTEGRAL WB
SHEET
1-AS-201
PATCH AND REPAIR
FINISHES AS NEEDED;
MATCH EXISTING
CG
CG
CG
CG
CG
PAINT ENTIRE…
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