Renovate CT A221-A223 Drawings.pdf

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Z1DA--NRM-CONST 528A8-23-811 RENOVATE FOR CT A221-A223
Solicitation number
36C24224B0039
Issued by

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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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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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(3) ACCESSIBLE

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(9) ACCESSIBLE

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(2) ACCESSIBLE

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GAZEBO

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(2) ACCESSIBLE

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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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(10) ACCESSIBLE

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(10) ACCESSIBLE

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(4) 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

AutoCAD SHX Text PARTIAL FIRST & SECOND FLOOR ICRA & PHASING PLANS, PROJECT SCHEDULE & GENERAL NOTES

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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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AutoCAD SHX Text A233A

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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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AutoCAD SHX Text GENERAL INFORMATION : PARTIAL FIRST & SECOND FLOOR ICRA & PHASING PLANS, PROJECT SCHEDULE & GENERAL NOTES

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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.

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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

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A226-2 A226 A226-1

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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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