561 21 301 Drawings 100 SS 20250520.pdf

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Attached to
Y1DA--561-21-301 Elevator Project Upgrade Federal contract opportunity
Solicitation number
36C24225B0046
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

This document is a comprehensive set of architectural and engineering drawings for the Upgrade Elevators Phase 2 project at the New Jersey VA Medical Center in East Orange. The project involves modernizing elevator systems in Buildings 1, 2, 5, and 7, including elevator cabs, machine rooms, electrical systems, mechanical systems, and fire protection infrastructure. Specific upgrades include installing new dome cameras, LED lighting, fire alarm devices, electrical panels, split system HVAC units, sump pumps, and reconfiguring elevator controls and power systems across multiple building levels.

The project covers 11 elevators total: Building 1 has elevators P7, P8, P11, P12, S13, P16, and P17; Building 2 has elevator P1; Building 5 has elevator P1; and Building 7 has elevator S1. Detailed architectural and engineering plans provide comprehensive documentation for demolition, new equipment installation, electrical and mechanical modifications, and coordination requirements. The drawings are dated May 14, 2025, and represent 100% construction documents for the VA project, with the solicitation number 36C24225B0046 and project number 561-21-301.

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Other files for this federal contract opportunity

Other files attached to Y1DA--561-21-301 Elevator Project Upgrade, newest first.
File Type Posted
Special Notice 36C24225C0046 0009.pdf PDF
Special Notice 36C24225B0046 0008.pdf PDF
36C24225C0046 Amendment 0007.pdf PDF
36C24225C0046 Amendment 0006.pdf PDF
36C24225C0046 Amendment 0005.pdf PDF
36C24225C0046 Amendment 0005.pdf PDF
561-21-301 Site Visit.pdf PDF
36C24225C0046 Amendment 0004.pdf PDF
36C24225C0046 Amendment 0003.pdf PDF
36C24225C0046 Amendment 0002.pdf PDF
36C24225C0046 Amendment 0001.pdf PDF
Wage Determination.pdf PDF
Buy American Certificate.pdf PDF
22-105 Specs 100 SS 20250808.pdf PDF
561-21-301 Brand Name or Equal.zip ZIP file
852.219-75 Limitation on Subcontracting.pdf PDF
36C24225B0046 Upgrade Elevators Phase II.pdf PDF
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Text version

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

/1

/2

:5

:2

A

M C

U s e rs

\c k u rk u l\ D o c u m e n ts \A

-1

V A

E a s t O ra n g e

-U p g r

E le v P h .2

-N J c k u rk u lG V

Y H

.r v t

G-001

COVER

1 3CET

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER -

EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018 MAY 14, 2025

100% CONSTRUCTION DOCUMENTS

561-21-30122-105

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER - EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018

VA PROJECT #: 561-21-301

WVS

DRAWING LIST

GENERAL

G-001 COVER 1 3

G-002 CAMPUS SITE PLAN 2 3

G-003 ICRA INFORMATION, DETAILS AND LIFE SAFTEY INFORMATION 3 3

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 22

1.A100 OVERALL FLOOR PLAN - BLDG 1 - LEVEL B 2 22

1.A101 OVERALL BLDG 1 FLOOR PLAN - FOURTH FLOOR 3 22

1.A102 OVERALL FLOOR PLAN - BLDG 1 - FIFTH FLOOR 4 22

1.A103 OVERALL BLDG 1 ROOF PLAN 5 22

1.A104 OVERALL BLDG 1 PLAN - PENTHOUSE A 6 22

1.A105 OVERALL BLDG 1 PLAN - PENTHOUSE B 7 22

1.A401 BLDG 1 - ENLARGED PLANS - ELEV P12, S13, P16, P17 8 22

1.A402 BLDG 1 - ENLARGED PLANS - ELEV P7, P8 9 22

1.A403 BLDG 1 - ENLARGED PLANS - ELEV P11 10 22

1.A404 BLDG 1 - ENLARGED REFLECTED CEILING PLANS 11 22

2.A101 BLDG 2 - ELEV P1 12 22

5.A101 BLDG 5 - ELEV P1 13 22

7.A101 BLDG 7 - ELEV S1 14 22

A-301 ELEVATOR SCHEMATIC SECTIONS, TYPICAL DETAILS 15 22

A-701 BUILDING 1 SERVICE ELEVATOR S13 PLAN, RCP AND ELEVATIONS 16 22

A-702 BUILDING 1 PASSENGER ELEVATORS P12, P16 AND P17 PLAN, RCP AND ELEVATIONS 17 22

A-703 BUILDING 2 PASSENGER ELEVATOR P1 PLAN, RCP AND ELEVATIONS 18 22

A-704 BUILDING 7 SERVICE ELEVATOR S1 PLAN, RCP AND ELEVATIONS 19 22

A-705 BUILDING 1 PASSENGER ELEVATORS P7 AND P8 PLAN AND ELEVATIONS 20 22

A-706 BUILDING 1 PASSENGER ELEVATOR P11 PLAN AND ELEVATIONS 21 22

A-707 BUILDING 5 PASSENGER ELEVATOR P1 PLAN AND ELEVATIONS 22 22

MECHANICAL

M-001 FIRE SUPPRESSION GENERAL INFORMATION 1 10

M-002 PLUMBING GENERAL INFORMATION, DETAILS, AND SCHEDULES 2 10

M-003 MECHANICAL GENERAL INFORMATION AND SCHEDULES 3 10

1.M101 BUILDING 1 - ENLARGED PLANS - ELEV P7, P8 4 10

1.M102 BUILDING 1 - ENLARGED PLANS - ELEV P12, S13, P16, P17 5 10

1.M103 BUILDING 1 - ENLARGED PLANS - ELEV P11 6 10

2.M101 BUILDING 2 - ENLARGED PLANS - ELEV P1 7 10

5.M101 BUILDING 5 - ENLARGED PLANS - ELEV P1 8 10

7.M101 BUILDING 7 - ENLARGED PLANS - ELEV S1 9 10

M-501 MECHANICAL DETAILS 10 10

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 18

E-002 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 2 18

E-003 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 3 18

1.E101 BLDG 1 - OVERALL ELECTRICAL FLOOR PLANS 4 18

1.E401 BLDG 1 - MACHINE ROOM 1-6 LIGHTING PLANS 5 18

1.E402 BLDG 1 - ENLARGED PLANS - ELEV P12, S13, P16, & P17 6 18

1.E403 BLDG 1 - PENTHOUSE - ENLARGED PLANS & SINGLE LINE - ELEV P12, S13, P16, & P17

MACHINE ROOM

7 18

1.E404 BLDG 1 - ENLARGED PLANS - ELEV P7 & P8 8 18

1.E405 BLDG 1 - ENLARGED PLANS & SINGLE LINE - ELEV P7 & P8 MACHINE ROOM 9 18

1.E406 BLDG 1 - ENLARGED PLANS - ELEV P11 10 18

1.E407 BLDG 1 - FIFTH FLOOR - ENLARGED PLANS & SINGLE LINE - ELEV P11 11 18

2.E101 BLDG 2 - ELEV P1 PLANS 12 18

2.E102 BLDG 2 - ELEV MACHINE ROOM P1 ENLARGED PLANS AND RISERS 13 18

5.E101 BLDG 5 - ELEV P1 PLANS 14 18

7.E101 BLDG 7 - ELEV S1 PLANS 15 18

E-501 ELECTRICAL DETAILS 16 18

E-600 BUILDING 1, 2, 5, & 7 - ELEVATOR RISER DIAGRAMS 17 18

E-601 ELECTRICAL SCHEDULES 18 18

BUILDINGS IN SCOPE - UPGRADE ELEVATORS PHASE 2 PROJECT LOCATION

N N

Docusign Envelope ID: BB3FBA17-0013-4617-ABC5-C24406F61483

5/19/2025

HEYWOOD AVE

S

CE

N

TE

R S

T

R O

SS

S

T

TREMONT AVE

MCKAY AVE

LINDSLEY PL

ABBOTSFORD AVE

D E

R B

Y S

T

LANARK AVE

V A

IL

S

T

FINLAY PL

STIRLING AVE

PA

RK

IN

G

ST

EP

H

EN

G R

EG

G

D R

ST

EP

H

EN

G R

EG

G

D R

JACK JACOBS CIRCLE

N

IC

H O

LA

S

O R

ES

KO

S T

JO

H

N M

EAG

HER RD

BU

CHA

D R

FRANKLIN SIGLER LN

H

AM

IL

TO

N R

D

PA

RK

IN

G

PARKING

PARKING

PARKING

PARKING

PARKING

PA

RK

IN

G

PARKIN

G

BLDG. #1

MAIN

HOSPITAL

BLD

G.

#2

BLDG.

#3

BLDG.

#5

BLDG. #6

BLDG.

#7

BLDG. #8

BLDG.

#11

BLDG. #18

BLDG.

#15b

BLDG.

#15

BLDG. #17

BLDG.

#16

BLDG. #4

BLDG.

#15a

BLDG. #24

BLDG.

#5a

MAIN ENTRANCE

LEGEND

BUILDINGS WITH ELEVATORS IN

SCOPE OF WORK

CONTRACTOR PARKING

AREA. REFER TO KEYNOTES FOR

MORE INFORMATION

CONTRACTOR STAGING

AREA. REFER TO KEYNOTES FOR

MORE INFORMATION

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:5

:2

A

M C

U s e rs

\c k u rk u l\ D o c u m e n ts \A

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E le v P h .2

-N J c k u rk u lG V

Y H

.r v t

G-002

CAMPUS SITE PLAN

2 3CET

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER -

EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018 MAY 14, 2025

100% CONSTRUCTION DOCUMENTS

561-21-30122-105

WVS

Scale: 1" = 60'-0"

CAMPUS SITE PLAN

NORTH

0 6030 120

1. CONTRACTOR TO VERIFY PARKING LOCATIONS AND

RESTRICTIONS WITH VA AND C.O.R.

2. CONTRACTOR TO PROVIDE TRANSPORTATION TO

AND FROM PARKING AREA TO BUILDING ONE IF

DEEMED NECESSARY.

3. CONTRACTOR TO COORDINATE STAGING/LAYDOWN

AREA WITH VA AND C.O.R.

4. CONTRACTOR TO VERIFY BADGING REQUIREMENTS

WITH VA AND C.O.R. PRIOR TO SUBMITTING BID.

1 BLDG. 1 MAIN ENTRANCE

2 CONTRACTOR PARKING AREA, TO BE

COORDINATED WITH COR PRIOR TO

SUBMITTING BID

3 CONTRACTOR STAGING AREA ONLY USABLE

BY PERMISSION FROM COR

4 CONTRACTOR STAGING AREA.

5 DUMPSTER LOCATION

6 DROP OFF MATERIAL LOCATION

7 COORDINATE USE OF LOADING DOCK HOURS

0700 TO 1900

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

2-HR PARTITION

*PAINT TO MATCH EXISTING WALLS

UL U419

EXISTING FLOOR

UNDERSIDE OF

STRUCTURE ABOVE

(2X) GYP. BD.

BOTH SIDES

FIRE RETARDANT, PRESSURE

TREATED PLYWOOD, DO

NOT ADHERE OR FASTEN

TO EXISTING FLOOR

ILSM TEMPORARY BARRIER TAG

PROJECT: UPGRADE ELEVATORS PH2

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

UPGRADE ELEVATORS PH2

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

DUST CONTROL PLAN NOTES

1. PROVIDE STICKY MATS AT BARRIER ENTRANCE SPACES AND CHANGE DAILY OR MORE OFTEN

AS NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

1. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

2. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS

PATHS SHALL BE FREE OF DEBRIS; DESIGNATED ELEVATORS SHALL BE USED DURING

SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER

THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE

CONSTRUCTION AREA AND MATERIALS.

3. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION MATERIAL IN AND OUT

OF THE PROJECT - A CLEAN CART SHALL BE USED; THE NOT-SO-CLEAN CART SHALL BE USED

BETWEEN THE MAIN ENTRY AND THE CONSTRUCTION STAGING/PREP AREA.

4. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE USE OF

ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN

NOT IN USE. FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF

THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-

CARE AREAS WITHOUT PRIOR APPROVAL OF THE COR.

VENTILATION AND ENVIRONMENTAL CONTROLS

1. AIR SYSTEM FLOW: THE COR TO VERIFY AND ACKNOWLEDGE TO CONTRACTOR WHETHER

THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE

ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR

MUST FLOW FROM CLEAN TO DIRTY AREAS.

2. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE

TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC. IF EXHAUST SHALL BE TIED INTO A RE-

CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE EXHAUST

TO PREVENT CONTAMINATION OF THE DUCTS.

3. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

4. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY

AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING THROUGHOUT THE

PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

5. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC ISOLATION UNTIL

CONTRACTOR HAS CLEANED CONSTRUCTION SITE, VA EMS STAFF HAS DONE A TERMINAL

CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS INSPECTED AND APPROVED THE

CLEANING.

ICRA NOTES:

ICRA CLASS OF

PRECAUTIONS

CONSTRUCTION

ACTIVITY

PATIENT RISK

GROUP

LEVEL OF PRECAUTION

PROJECT AREA

FLOORBUILDING

C

B

A

SECOND

THIRD

FOURTH

FIFTH

SIXTH

SEVENTH

EIGHTH

NINTH1

TYPE C CLASS II

TYPE C LOW

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TENTH TYPE C

TYPE C

TYPE C

TYPE C

ELEVENTH

TWELFTH1

THIRTEENTH1

PATIENT AREAS

WEEKEND UNRESTRICTEDWORK HOURS

8AM - 4:30PM 8AM - 4:30PM

TOOL NOISE HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

PER WORK AREA HOURS

DUST: HAND SAW CUTTING

ALLOWED

LOW

1 FIRST TYPE C LOW PER WORK AREA HOURS PER WORK AREA HOURS

ELEVATORS P7, P8

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

8AM - 4:30PM 8AM - 4:30PM

CLASS II

CLASS II

CLASS II

CLASS II

CLASS III

CLASS III

CLASS II

CLASS II

CLASS II

CLASS II

CLASS IV

CLASS III

CLASS II

CLASS II

LOW

LOW

HIGH

MEDIUM

LOW

LOW

LOW

LOW

HIGHEST

HIGH

LOW

LOW

CLASS IILOW

GENERAL REQ'S ALL ELEVATORS IN SCOPE

ELEVATOR P2

2 B

2 1

2 2

2 3

ELEVATOR P5

5 1

5 2

ELEVATOR S7

7 B

7 1

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

TYPE C CLASS IILOW

TYPE C CLASS IILOW

TYPE C CLASS IILOW

TYPE C CLASS IILOW

TYPE C CLASS IILOW

TYPE C CLASS IILOW

TYPE C CLASS IIIMEDIUM

TYPE C CLASS IIIMEDIUM

TYPE C CLASS II

TYPE C LOW

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

TYPE C

LOW

TYPE C LOW

ELEVATORS P12, S13, P16, P17

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

CLASS III

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LOW

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

CLASS II

C

B

A

SECOND

THIRD

FOURTH

FIFTH

SIXTH

SEVENTH

EIGHTH

NINTH1

TENTH

ELEVENTH

TWELFTH1

THIRTEENTH1

1 FIRST

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

PER WORK AREA HOURS PER WORK AREA HOURS8AM - 4:30PM 8AM - 4:30PM

III/IVLOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

II

I

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 IV

IV

IV

III/IV

III/IV

III

III/IV

I

III

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2 Medium Risk

Group 1 Low Risk

- Physical and Occupational Therapy

- Outpatient Clinics

- Waiting Rooms

- Sleep Lab

- Mental Health (outpatient only)

- Prosthetics / Orthotics

- Domicillary

- Other

- Office Areas;

- Out Doors;

- Electrical or Mechanical Rooms

- Social Work;

- Retail Store;

- Stage, Recreation, Theater

- Stairwells

- Conference Rooms;

- Other

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

- Emergency Room

- Kitchen or Food Preparation/Dining/Canteen

- Echocardiography

- Radiology/MRI

- Respiratory Therapy

- Nuclear Medicine

- Senior Mental Health (In Patient or Senior)

- Community Living Center (CLC)

- Clean Supply

- Other

- Cardiac Cath

- EP Lab or Cardiology

- Sterile Processing Service (SPS)

- All inpatient medical or surgical units

- Care Units: PACU, MICU, SICU, TCU

- Spinal Cord injury (SCI)

- Negative pressure isolation rooms

- Outpatient chemotherapy or Oncology areas

- Operating Rooms

- Endoscopy

- Dialysis

- Bronchoscopy

- Pharmacy

- Clinical Laboratories

- Other

III

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

C

LA

S S

IV

C

LA

S

S

II

During Construction Project

C L-

I C

LA

S

S

II

I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust.

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.

7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

1. Includes all activities required by Class I

2. Provide active means to prevent airborne dust from dispersing into atmosphere.

3. Water mist work surfaces to control dust while cutting.

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

7. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace per manufacturer's recommendations. Do not remove barriers from work area until completed project is inspected each by the Hospital Safety Officer, Facilities Management Maintenance and Engineering Department and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

PLASTIC

WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

HEPA NEGATIVE

AIR UNIT

EXISTING

WALL

EXISTING

CEILING

FLEX DUCT

EXISTING CEILING

NON RATED

ICRA BARRIER

POST ICRA, ILSM,

FIRE INSPECTION

SHEETS VISIBLE TO

PUBLIC

ADJUSTABLE

PORTION OF

BARRIER SYSTEM

BASIS OF DESIGN:

STARC SYSTEMS OR

EDGEGAURD OR EQUAL

1 A

S E

E S

C H

E D

U L E

2" SEE SCHEDULE 2"

S E

E S

C H

E D

U L E

SEE SCHEDULE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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ICRA INFORMATION, DETAILS AND LIFE

SAFTEY INFORMATION

3 3CET

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER -

EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018 MAY 14, 2025

100% CONSTRUCTION DOCUMENTS

561-21-30122-105

WVS

Scale: 3/4" = 1'-0"

HARD BARRIER

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

Scale: 1/4" = 1'-0"

ICRA MOBILE CONTAINMENT CART

Scale: 1/2" = 1'-0"

NON-RATED TEMPORARY ENCLOSURE ENTRY ELEVATION

A. CONTRACTOR SHALL VISIT ALL AREAS OF WORK,

INCLUDING WALKING THE SITE, MEASURING EXISTING

DIMENSIONS AND OBSERVING EXISTING CONDITIONS

BEFORE BEGINNING WORK, ORDERING MATERIALS,

OR STARTING ANY CONSTRUCTION. CONTRACTOR TO

FIELD VERIFY ALL DIMENSIONS OF EXISTING SITE

CONDITION PRIOR TO START OF WORK AND

ORDERING OF MATERIALS.

B. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS

WHENEVER POSSIBLE. SEE DIVISION 1

SPECIFICATIONS

C. CONTRACTOR TO PROTECT AREA ADJACENT TO THE

DEMOLITION AND NEW CONSTRUCTION WORK TO

PREVENT DAMAGES. (IF DAMAGED, REPAIR, PATCH,

REPLACE, OR SAND SMOOTH AND TO MATCH

EXISTING ADJACENT MATERIALS.)

D. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY

WHEN DISCREPANCIES TO THE DRAWINGS ARE

FOUND IN THE FIELD.

E. CONTRACTOR TO INSTALL TEMPORARY DIGITAL

MANOMETER TO MONITOR AND ENSURE PRESSURE

LEVEL TO MEET VA GUIDELINE WITHIN

CONSTRUCTION AREA. (CONTRACTOR TO VERIFY

LOCATIONS) WITH VA COR PRIOR TO INSTALLATION.

F. VA RESERVES THE RIGHT TO REQUEST HARD

BARRIER ENCLOSURES AT HIGH-VOLUME LOCATIONS

PER THEIR DISCRETION. CONTRACTOR RESPONSIBLE

FOR PLANNING AHEAD AND ACCOUNTING FOR AT

LEAST 5 HARD ENCLOSURES, SEE DOOR AND FRAME

INFORMATION THIS SHEET.

* OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT

CONTROL CUBE METHOD BEFORE CONSTRUCTION

BEGINS.

SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES

COMPLETELY.

DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS INSPECTED BY THE

OWNER'S SAFETY/ IP AND FACILITIES MANAGEMENT

DEPARTMENT AND AFTER PROFESSIONAL CLEAN BY

GC.

COVER TRANSPORT RECEPTACLES OR CARTS. SEAL

COVER/LID WITH TAPE.

VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS. WET MOP AREA WITH DISINFECTANT.

COVER ALL RETURNS AND SUPPLY DUCTS AT

DIFFUSERS WITH FILTER MEDIA OR BLANK OFF

ENTIRELY. RESTORE NORMAL HVAC OPERATION IN

IMPACTED AREA AFTER ENCLOSURE IS REMOVED.

KEEP CONSTRUCTION SITE CLEAN & NEAT AT ALL

TIMES.

CONTRACTOR TO CLEAN THE CONSTRUCTION AREA,

AND PREPARE FOR SAFETY AND INFECTION

CONTROL'S INSPECTION AND FINAL CLEANING BY VA

ECM STAFF.

VA INFECTION CONTROL STAFF WILL PERFORM FINAL

VERIFICATION OF CLEANING AND SANITATION.

GENERAL NOTES:

INFECTION CONTROL RISK

ASSESSMENT NOTES:

NFPA 101 - CHAPTER 43 BUILDING REHABILITATION

43.1.1 CLASSIFICATION OF REHABILITATION WORK - REPAIR

43.4.2 CAPACITY OF MEANS OF EGRESS. THIS PROJECT DOES NOT CHANGE OR ALTER EXISTING

OCCUPANT LOAD OR MEANS OF EGRESS. THE EGRESS CAPACITY SHALL HAVE BEEN

PREVIOUSLY APPROVED AS BEING ADEQUATE.

HARD BARRIER ICRA ENCLOSURE DOOR SCHEDULE

DOOR NO.

DOOR DOOR FRAME FIRE

RATING HDWR SET REMARKSWIDTH HEIGHT THICK ELEV MAT'L ELEV

HARDWARE SET 1.0

3 HINGES

1 DUST PROOF STRIKE PLATE

1 CYLINDRICAL LOCK

1 DOOR CLOSER

2 KICK PLATES

1 GASKETING

MANUFACTURER'S

CORBIN RUSSWIN

MCKINNEY

PEMKO

ROCKWOOD

SARGENT

CO

MK

PE

RO

SA

TA2714

28LC-7G04 LP

DC6210XA11

K1050F

S888 X HEAD & JAMBS

32D

26D

32D

MK

RO

CO

RO

PE

REMARKS:

HARDWARE MANUFACTURER'S LISTED AS BASIS OF DESIGN. ALTERNATE

MANUFACTURERS ACCEPTABLE, SUBJECT TO REVIEW BY ARCHITECT AND C.O.R.

FOR EQUAL QUALITY COMPLIANCE.

CORE TO SUPPORT THAT WHICH ARE USED AT THIS FACILITY, COORDINATE WITH

C.O.R.

IF HOISTWAY DOORS ARE LEFT OPEN LONGER THAN (1) 8 HOUR SHIFT, RATED HARD

BARRIERS ARE REQUIRED WITH RATED DOORS (SEE SCHEDULE THIS SHEET) RATED

HARD BARRIERS CAN ALSO BE USED AT VARIOUS LOCATIONS PER CONTRACTORS

DISCRETION.

NOTE 1 3'-0" 7'-0" 1 3/4" A HM 1 90 MIN. 1.0

ICRA DOOR AND FRAME

NOTES 1, 2

NOTE 1:

ALL DOORS LOCATED IN HARD BARRIERS. HARD BARRIERS REQUIRED IF HOISTWAY

DOORS ARE OPEN FOR MORE THAN ONE 8 HOUR SHIFT. THE VA MAY REQUEST

HARD BARRIERS AT CERTAIN LOCATIONS FOR REASONS OTHER THAN FIRE

RESISTANCE (DURABILITY, HEAVY TRAFFIC AREAS, SENSITIVE DEPARTMENT, ETC...)

NOTE 2:

DOOR ONLY REQUIRES 45 MIN RATING IF LOCATED IN 1 HOUR RATED HARD

PARTITION.

SA

HM

MAT'L

S SS S

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SST STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE WINDOW TYPE

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

3. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

4. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

5. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

6. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

7. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

8. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS.

9. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

10. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS WITHIN THE SCOPE OF WORK.

10. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

11. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

12. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

13. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORESEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

14. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

1. ELEVATORS LOBBIES ARE TO REMAIN OPERATIONAL THROUGHOUT THE CONSTRUCTION OF THIS PROJECT.

2. COORDINATE LOCATIONS OF TEMPORARY ICRA ENCLOSURES WITH COR PRIOR TO CONSTRUCTING

ENCLOSURE.

3. CONTRACTOR SHALL COORDINATE THE SHUT DOWN OF EACH ELEVATOR WITH THE COR PRIOR TO SHUT

DOWN.

4. CONTRACTOR SHALL ENSURE THAT RATED ICRA BARRIERS GO TO STRUCTURAL DECK OR RATED CEILING.

WHERE EXISTING WALLS DO NOT GO TO DECK OR HARD CEILING. RETURN ICRA WALLS TO PROVIDE A PROPER

ENCLOSURE.

5. CONTRACTOR SHALL ENSURE ALL TEMPORARY ENCLOSURES ARE CONSTRUCTED AND INSTALLED TO PREVENT INFECTIOUS MATERIAL TO TRANSFER FROM ONE SPACE TO ANOTHER. PROVIDE ENOUGH SPACE FOR CONSTRUCTION WORK TO TAKE PLACE. CONTRACTOR MAY USE A REUSABLE TEMPORARY ICRA BARRIER

(EX. STARC SYSTEM TEMPORARY WALL SYSTEMS.)

6. CONTRACTOR SHALL ENSURE THAT THE EGRESS STAIRWAYS REMAIN CLEAR OF CONSTRUCTION MATERIAL, EQUIPMENT AND DEBRIS. NOTHING WILL BE STORED IN STAIRWAY OR STAIR VESTIBULE AT ANYTIME DURING

CONSTRUCTION

7. CONTRACTOR TO INSTALL AIR PRESSURE MONITOR OUTSIDE OF SPACES UNDER CONSTRUCTION. A SAFETY REPRESENTATIVE SHALL HAVE ACCESS TO MONITOR WITHOUT ENTERING SPACES UNDER CONSTRUCTION.

8. CONTRACTOR SHALL COMPLETE PHASE IN ITS ENTIRETY BEFORE STARTING A NEW PHASE.

9. HEAVY EQUIPMENT HOISTING FROM 13TH FLOOR TO PENTHOUSES TO TAKE PLACE OFF HOURS.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

0 4 8 16

#.A###

BUILDING #

DISCIPLINE SHEET NUMBER

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

ELEVATOR CAB FINISH MATERIAL LEGEND

NOTE: ELEVATOR CONTROL PER ELEVATOR SPECIFICATION DIVISION 14

PL-1

PROVIDE FINISHES LISTED AS BASIS OF DESIGN OR APPROVED EQUAL

PL-2

TZT-1

HANDRAILS

SST-1

PLASTIC LAMINATE - NEVAMAR, SANTA ROSA PLUM TREE WZ2001

PLASTIC LAMINATE - NEVAMAR, BLACK SE101

TERRAZZO TILE - FLOORAZZO, GEM COLLECTION, GRAND CANYON, 2'X2'

FLAT, 3/8” x 3” WITH STRAIGHT ENDS, #4 STAINLESS STEEL

STAINLESS STEEL, TYPE 304, #4 FINISH, GRAIN TO RUN VERTICALLY

CRASHRAILS FLAT, 3/8” x 8” WITH STRAIGHT ENDS, #4 STAINLESS STEEL

EP-1 EPOXY PAINT, SHERWIN WILLIAMS, PRO INDUSTRIAL HIGH PERFORMANCE EPOXY, MPI GLOSS LEVEL 3, SW7005 PURE WHITE

DP-1 ALUMINUM DIAMOND PLATE, 6061 MILL FINISH, .250 (1/4") THICK

EPB-1 CONTINUE EPF-1 UP WALL 6" OR TO MATCH HEIGHT OF EXISTING BASE

FLOORS

WALLS

SST-2 STAINLESS STEEL, TYPE 304, #8 FINISH, GRAIN FROM FRONT OF CAB TO REAR

CEILINGS

EPF-1 EPOXY FLOOR - SHERWIN WILLIAMS/GENERAL POLYMERS, MACROPOXY 646 PRIMER, GP4850 POLYASPARTIC TOPCOAT WITH SKID INHIBITING ADDITIVE/COLOR TO BE GREY THROUGHOUT WITH SAFETY YELLOW AT EQUIPMENT PADS

P-1 PAINT, SHERWIN WILLIAMS, PRO INDUSTRIAL HIGH PERFORMANCE, MPI GLOSS LEVEL 5, COLOR TO MATCH EXISTING

1. REFERENCE ROOM FINISH SCHEDULES AND FINISH MATERIAL LEGEND FOR MORE INFORMATION.

2. REFERENCE REFLECTED CEILING PLANS FOR ADDITIONAL CEILING INFO.

3. PREPARE ALL FLOOR AND CAB, WALL CONSTRUCTION, NEW AND/OR EXISTING, TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL

FINISHES.

4. PRIOR TO INSTALLATION OF NEW FINISHES, CONTRACTOR SHALL INSPECT ALL SUBSTRATES. IF A SUBSTRATE IS UNACCEPTABLE, THE CONTRACTOR SHALL REPLACE. PROCEEDING WITH THE INSTALLATION OF FINISHES

WILL BE INDICATION THAT THE INSTALLER / FINISHER ACCEPTS CONDITION OF SUBSTRATE.

5. USE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL FINISHES.

6. ALL FLOORING TRANSITIONS SHALL COMPLY WITH ADA GUIDELINES. FLOORING CONTRACTOR TO SUBMIT A DIAGRAM SHOWING FLOORING TRANSITION LOCATIONS FOR DESIGNERS APPROVAL PRIOR TO INSTALLATION.

7. ALL FLOOR TRANSITIONS BETWEEN DISALIKE MATERIALS SHALL BE STAINLESS STEEL METAL TRIM AND TO BE

LOCATED AT CENTERLINE OF DOOR WHEN IN CLOSED POSITION

8. ALL PAINTED WALLS TO BE PAINTED EP-1(UNO).

9. ALL CEILINGS TO REMAIN EXISTING (UNO).

10. ALL METAL DOORS AND FRAMES AT MACHINE/SECONDARY ROOMS TO BE PAINTED P-1 (UNO).

11. ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF (1) ONE BASE COAT AND (2) TWO FINISH COATS.

12. USE MPI GLOSS LEVEL 3 PAINT FOR ALL WALLS (UNO). USE MPI GLOSS LEVEL 5 PAINT FOR ALL WET AREA

WALLS, METAL DOORS AND METAL FRAMES (UNO).

13. CAULK AROUND ALL ELEVATORS.

14. HOLD BACK HANDRAIL AND CRASH RAILS 2" FROM CORNERS.

15. TURN BACK HANDRAILS AND CRASH RAILS AT ELEVATOR ENTRANCES.

16. CONTRACTOR TO PROVIDE 350 S.F. OF ADDITIONAL ELEVATOR CAB FLOORING TZT-1 MATERIAL TO THE VA.

X

X

X

X

X

REMARKS:

2. REPLACE THE FOLLOWING DEVICES IN PLACE: MAIN & AUXILIARY CAR OPERATING PANELS; HALL CONTROL STATIONS; CAR POSITION INDICATORS; HALL DIRECTIONAL LANTERNS; AND HALL POSITION INDICATOR.

1. THE NEW FLOORING SHALL BE CAULKED WITH SILICONE AROUND THE INTERIOR PERIMETER TO LIMIT WATER INFILTRATION TO THE CAB PLATFORM.

* ELEVATORS WERE MODERNIZED IN 2003

** ELEVATORS WERE MODERNIZED IN 1995

22-105 EAST ORANGE VA MEDICAL CENTER - UPGRADE ELEVATORS

BLDG.

PASSENGER ELEVATOR INFORMATIONCAPACITY ELEVATOR

ELEV. WIDTH DEPTH (LBS)

SPEED

(FPM)

DOOR

TYPE MANUF./YEAR

TWO

SPEED

WESTINGHOUSE

(**1952)

ARMOR

(*1952)

ELEVATOR

CAB DESIGN

ELEVATOR TYPE

HYDRAULIC TRACTION

C,B,A,1,2,3,4,5,6, 7,8,9,10,11,12,13

NO. OF FLOORS

SERVED

OPENINGS

FRONT "ONLY" FRONT & BACK

P-7

P-8

P-12

S-13

P-16

P-17

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

4,000

4,000

4,0004,000

4,000

4,000

4,000

PASSENGER

SERVICE

X

X

X

X

X

X

C,B,A,1,2,3,4,5,6, 7,8,9,10,11,12,13

B,A,1,2,3,4,5,6,7, 8,9,10,11,12,13

B,A,1,2,3,4,5,6,7, 8,9,10,11,12,13

B,A,1,2,3,4,5,6,7, 8,9,10,11,12,13

B,A,1,2,3,4,5,6,7, 8,9,10,11,12,13

X

ELEVATOR SCHEDULE

ELEVATOR

RE-NUMBER

TWO

SPEED

TWO

SPEED

TWO

SPEED

TWO

SPEED

TWO

SPEED

REPLACE

FLOOR

REPLACE

BASE

REPLACE

WALL PNLS

REPLACE

CEILING

PROVIDE (2)

HANDRAILS

PROVIDE (1)

CRASH RAIL REMARKS

NO

NO

NO

NO

NO

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

NO NO

NO

YES

YES

YES

YES

NO

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

WESTINGHOUSE

(**1952)

ARMOR

(*1952)

ARMOR

(*1952)

ARMOR

(*1952)

1,2

1,2

1,2

1,2

1,2

1,2

P-12

P-15

S-17

VIF VIF

VIF VIF

VIF VIF

B,1,2,3

1,2

B,1

X

X

X

NO

NO

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES NO NO NO YES

2,000 100 WESTINGHOUSE

(**1952)

XMULTIPLE

(1992)

2,000 100

X4,000 100 MULTIPLE

(1994)

SINGLE

SPEED

X

TWO

SPEED

TWO

SPEED

1,2

1,2

1,2

PASSENGER

PASSENGER

PASSENGER

PASSENGER

PASSENGER

PASSENGER

SERVICE

HOLLISTER

WHITNEY (1995)

PASSENGER

1 P-11 VIF VIF 4,000 200 TWO

SPEED

X

B,A,1,2,3 X NO YES YES NO NO NO YES 1,2

3/8" 3/8"1'-6"

1 3/4"

1 3/4"1'-6 3/4"

E

Q

S P

A C

E S

V A

R

IE

S

A

B

1 1/4" 1 1/4"

V

A R

IE

S

1"

VARIES F.V.

SECTION - A

#1

#4

3 3

3/8" x 2 1/2" STEEL BAR

PIT LADDER KEYNOTES

L2 1/2 x 2 1/2 x 2" WITH HOLE FOR 1/2"

ANCHOR BOLT TO PIT FLOOR

WELD ALL AROUND

COORDINATE WITH G.C.

3/4" ROUND NON-SLIP STEEL BAR RUNGS

3/8" x 3" BENT PLATE, WELD TO VERT.

RUNGS

WELD NON-SLIP STEEL RUNGS ALL

AROUND TO VERTICAL STEEL BARS

FABRICATED PIT LADDER TO BE SHOP

PRIMED. COORDINATE LOCATIONS WITH

ELEVATOR VENDOR FOR CODE COMPLIANCE,

SUBMITTAL REQUIRED.

NO FIELD FINISH PAINTING PERMITTED.

FINISH FLOOR

PIT F.F.

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

NEW WORK LEGEND

NEW WALL

NEW DOOR

NEW WINDOW

DELETE ALL ASSOCIATED WORK FOR ELEVATOR MODERNIZATION IN BUILDING 5. THIS INCLUDES ALL ELEVATOR WORK, GENERAL TRADES, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND

TECHNOLOGY WORK.

THIS BID DEDUCT INCLUDES BID DEDUCT ALTERNATE 1 AND DELETES ALL ASSOCIATED WORK FOR ELEVATOR MODERNIZATION IN BUILDING 2. THIS INCLUDES ALL ELEVATOR WORK, GENERAL TRADES, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND TECHNOLOGY WORK.

THIS BID DEDUCT INCLUDES BID DEDUCT ALTERNATE 1 AND 2 AND DELETES ALL ASSOCIATED WORK FOR ELEVATOR MODERNIZATION IN BUILDING 7. THIS INCLUDES ALL ELEVATOR WORK, GENERAL TRADES, FIRE

PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND TECHNOLOGY WORK.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 22CET

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER -

EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018 MAY 14, 2025

100% CONSTRUCTION DOCUMENTS

561-21-30122-105

WVS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

ELEVATOR GENERAL NOTES

GENERAL SYMBOL LEGEND

SHEET DESIGNATION LEGEND WALL RATING LEGEND

FINISH GENERAL NOTESBUILDING 1 ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

EAST NORTH SOUTH WEST FINISH

PENTHOUSE

PHA-2B ELEVATOR MACHINE ROOM EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 ETR

PHA-103B ELEVATOR MACHINE ROOM EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 ETR

PHA-103C SECONDARY EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 EP-1

PHA-2C SECONDARY EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 EP-1

BLDG 1 - A FLOOR

A-EL13 ELEVATOR S13 DP-1 SST-1 SST-1 SST-1 SST-1 SST-1 SST-2

A-EL12 ELEVATOR P12 TZT-1 SST-1 PL-1&2 PL-1&2 PL-1&2 PL-1&2 SST-2

A-EL17 ELEVATOR P17 TZT-1 SST-1 PL-1&2 PL-1&2 PL-1&2 PL-1&2 SST-2

A-EL16 ELEVATOR P16 TZT-1 SST-1 PL-1&2 PL-1&2 PL-1&2 PL-1&2 SST-2

BLDG 1 - B FLOOR

B-EL11 ELEVATOR P11 TZT-1 SST-1 ETR ETR ETR ETR ETR

B-EL7 ELEVATOR P7 TZT-1 SST-1 ETR ETR ETR ETR ETR

B-EL8 ELEVATOR P8 TZT-1 SST-1 ETR ETR ETR ETR ETR

BUILDING 2 ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

EAST NORTH SOUTH WEST FINISH

FIRST FLOOR

2-102A ELEVATOR P1 TZT-1 SST-1 PL-1&2 PL-1&2 PL-1&2 PL-1&2 SST-2

2-401 ELEVATOR MACHINE ROOM EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 ETR

Scale: 1/2" = 1'-0"

PIT LADDER DETAIL

BUILDING 5 ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

EAST NORTH SOUTH WEST FINISH

FIRST FLOOR

5-1-108 ELEVATOR MACHINE ROOM EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 ETR

5-1-100B ELEVATOR P1 TZT-1 SST-1 ETR ETR ETR ETR ETR

BUILDING 7 ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

EAST NORTH

SOUT

H WEST FINISH

FIRST FLOOR

B-177 ELEVATOR MACHINE ROOM EPF-1 EPB-1 EP-1 EP-1 EP-1 EP-1 ETR

B-ELEV1 ELEVATOR S1 DP-1 SST-1 SST-1 SST-1 SST-1 SST-1 SST-2

BID DEDUCT ALTERNATES

BIO-MED

OFFICE

BIO-MED

OFFICE

CONFERENCE

ROOM

B-154G

B-154F

B-154E

CRAWL SPACE

BIO-MED

OFFICE

BIO-MED

OFFICE

BIO-MED

OFFICE

B -1

C O

R R

ID

O

R

BIO-MED

OFFICE

BIO-MED

OFFICE

B-C

STAIR TOWER

B-S3

STAIR 3

ELEVATOR 11

B-SHAFT7

SHAFTWAY

ELEVATOR

LOBBY

B-151

CORRIDOR

VIEWING

ROOMSTAGING

ROOM

BODY

BOX

MORGUE,

AUTOPSY SUITE

B-148A

MALE

TOILETPATHOLOGY

STORAGE

B -1

C L O

S E

T

ELECTRIC

B-147B

LOCKER

B-144B

CORRIDOR

HOLDING

AREA

NITROUS

OXIDE

CORRIDOR

LOADING

DOCK

STORAGESTORAGESTORAGESTORAGE

POLICE

OFFICE

WAREHOUSE

RECEIVING

B -1

C

C O

R R

ID

O

R

WALKIN

REFRIG

B-SHAFT3

SHAFTWAY

CART

WASH

POSTAGE

EQUIPMENT

MALE

TOILET

FEMALE

TOILET

LUNCH

ROOM

WAREHOUSE

B-155B

TOILET

B-156

ARMORY

CHIEF

POLICE

SUPERVISOR

OFFICE

SHOP

SUPERVISOR

OFFICE

PAPER

STORAGE

MECHANICAL

ROOM

REPRODUCTION

ROOM

ROOM

SUPERVISOR

OFFICE

GENERAL

STORAGE

B-ELEV6

ELEVATOR

B-ELEV5

ELEVATOR

B-ELEV2

ELEVATOR

B-ELEV1

ELEVATOR

B-ELEV4

ELEVATOR

B-ELEV3

ELEVATOR

ELECTRIC

ELEVATOR

LOBBYELEVATOR

LOBBY

LINEN

CHUTE

B-SHAFT5

SHAFTWAY

KITCHEN

STORAGE

B-182

TOILET

B-S2

STAIR 2

B -E

-1

B-183B

CORRIDOR

B-180

BIOMED

STORAGE

BMS

STORAGE

TOOL

ROOM

B-187

BMS

OFFICE

B-189

BMS

STORAGE

B-191

STORAGE

CARPENTER

SHOP

MACHINE

SHOP

B-191B

STAIR

MACHINE

SHOP

CONTROL

ROOM

STORAGE

ROOM

B-158C

MSDS-SPD

STOCK

ROOM

SHOP

B-173A

CORRIDOR

B-176B

CORRIDOR

LINEN

ROOM

B-134B

TOILET

B-134A

CLOSET

B-133

CORRIDOR

B-128A

WALK-IN

COOLER

B-135

CLOSET

ELECTRIC

B-SHAFT8

SHAFTWAY

STORES

STORAGE

LINEN

ROOM

B-S5

STAIR 5

B-118

REFRIG

B -1

C O

R R

ID

O

R

B-119

REFRIG B-120

REFRIG

FOOD

SERVICE

FOOD

SERVICE

B -1

C O

R R

ID

O

R

GENERAL

STORAGE

DIET.

OFFICE

LINEN

CHUTE

B-181A

CORRIDOR

B-135C

CORRIDOR

B -1

C

C O

R R

ID

O

R

TRASH

COMPACTOR

B -1

F

C O

R R

ID

O

R

B -1

A

C O

R R

ID

O

R

B-152

VESTIBULE

BIO-MED

OFFICE

B-144

B-134C

OFFICE

B-134

OFFICE

PHARMACY

CACHE

I.V.

STORAGE

BREAK

ROOM

BMS

STORAGE

B-186E

VACUUM

CRAWL SPACE

B-185A

TOILET

LOCK

SHOP

B-104 PAINT

PLUMBING

SHOP

PLUMBING

SHOP

B -1

D

S T

O R

A G

E

B -1

C

S T

O R

A G

E

B-102A

OFFICE

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

HAC

B-148

B-145

B-150

NEW

B-147

B-154B

B-154C

B-154D

B-154H

B-154I

ELECTRIC

B-155A

CYLINDERCYLINDERCYLINDERCYLINDER

B-E-107

B-144A

B-171

B-170

B-174

B-158

B-151A

B-141A

B-188

B-185

INGREDIENT

B-181

B-186

B-158A

B-183

B-190

B-101

B-177

B-176C B-176D

B-E-105

DUMB/

WAITER

B-175B

DUMB/

WAITER

B-175A

DISCREPANCYB-142A

B-172

B-173

B-174B

B-176

B-141

B-134D

B-136A B-136

B-E-108

B-137B

B-139

B-112F

B-165A B-165

B-116

SUPERVISOR

B-115

STORAGE

B-114

B-112

SUPERVISOR

B-150A B-150B

VIEWING

AREA

B-SHAFT2

SHAFTWAY

B-SHAFT1

SHAFTWAY

B-ELEV10

ELEV

B-ELEV9

ELEV

B -1

B

S T

O R

A G

E

B -S

H A

F T

S H

A F

T W

A Y

ELEVATOR 12

ELEVATOR 13

ELEVATOR 17

ELEVATOR 16

B-ELEV8

ELEV

B-ELEV7

ELEV

B-SHAFT4

SHAFTWAY

B-102

SHOP

B-103

B-102B

B-155

B-154A

GUN

ROOM

B-156A

ELECTRICAL

B-155C

BREAK

ROOM

B-144G

POLICE

OFFICE

B-144B

POLICE

OFFICE

B-144F

B-144E

EVIDENCE

POLICE

RECEPTION

B-144C

B-144D

CORRIDOR

B-140B

NEEDLE

AIR

IN-TAKE

FRESH

B-174D

B-128

MECHANICAL

ROOM

BMS

STORAGE

B-401

ELECTRICAL

CLOSET

B-102B

CANTEEN

STORAGE

B-108

A/C

CLOSET

B-109

E L E

C T

R

IC

B-186A B-186B

B-186C

B-186D

TRASH

COMPACTOR

B-139A

B-181A

PROCESS

B-137A

B-141BB-141CB-141DB-141E

B-140A

MAIL

ROOM G

A

T E

B-177A

B-177B

STERILE

B-158

E X

T E

N D

E D

D O

C K

B-174A

WALKIN

REFRIG

B-128B

FREEZER

B-128D

O.R. A/C

DIETETICS

OFFICE

B-S6

STAIR 6

SHOP

MECHANICAL

ROOM

STORAGE CLOSET

B-110

KITCHEN

B-110B

B-110A ELECTRICAL

B-128C

B-111

CHIEF

B-E-109

B-110C

DISHWASHER

UTILITY

B-119C

ELEVATOR

LOBBY

CONSTRUCTION ROUTE - CONSTRUCTION

MATERIALS ROUTE

(MAIN BLDG ENTRANCE ON "A" FLOOR)

LEGEND

CONSTRUCTION EGRESS ROUTE

1.A401

4 _____ 1.A401

1.A402

2 _____ 1.A402

3 _____ 1.A402

1.A401

1.A403

1 _____ 1.A403

2 _____ 1.A403

1 2 3

1 2 3

1 2 3

2 CREWS AT A TIME. WORKING ON ELEVATORS IN

SEQUENCE AS FOLLOWS

FIRST

ONE CREW BUILDING 1, S13, ONE CREW BUILDING 1, P11

SECOND

ONE CREW BUILDING 1, P16, ONE CREW BUILDING 1, P17

THIRD

ONE CREW BUILDING 1, P12, ONE CREW BUILDING 2, P1

FOURTH

ONE CREW BUILDING 1, P7, ONE CREW BUILDING 5, P1

FIFTH

ONE CREW BUILDING 1, P8, ONE CREW BUILDING 7, S1

WORK MAY NOT COMMENCE ON SUBSEQUENT

ELEVATORS UNTIL WORK IS TOTALLY COMPLETE AND

FINAL ACCEPTED BY A/E AND HOSPITAL

PROJECT COMPLETION

SEQUENCING:

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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OVERALL FLOOR PLAN - BLDG 1 -

LEVEL B

2 22CET

UPGRADE ELEVATORS PH2

NEW JERSEY VA MEDICAL CENTER -

EAST ORANGE CAMPUS

385 TREMONT AVE

EAST ORANGE, NJ 07018 MAY 14, 2025

100% CONSTRUCTION DOCUMENTS

561-21-30122-105

WVS

NORTH0 8 16 32

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

5A

6 7

15B

BUILDING

A. CONTRACTOR TO PROTECT EXISTING CONDITIONS TO

REMAIN FROM DAMAGE DURING DEMOLITION.

B. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED

FROM SITE EACH DAY AND DISPOSED OF PROPERLY

PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE BARRIERS,

WARNING SIGNS AND TEMPORARY PATHWAYS IN

AREAS THAT WILL BE OPERATING DURING THE

CONSTRUCTION PHASE.

D. PROVIDE DUST AND DEBRIS BARRIER IN

ACCORDANCE WITH ICRA REQUIREMENT.

E. CONTRACTOR TO PATCH ANY AREAS THAT WERE

DAMAGED DURING DEMOLITION TO MATCH EXISTING.

F. CONTRACTOR TO ENSURE TO NOT DAMAGE RATED

SHAFT WALLS OR FIRE / SMOKE RATED PARTITIONS.

ANY RATED WALLS DAMAGED DURING

CONSTRUCTION ARE TO BE REPAIRED PER RATED

PARTITION REQUIREMENTS.

G. VERIFY ALL EXISTING CONDITIONS PRIOR TO

BEGINNING WORK. NOTIFY THE COR OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH

DEMOLITION.

H. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND

TECHNOLOGY DOCUMENTS FOR RESPECTIVE

DEMOLITION AND NEW WORK INFORMATION.

I. IF THE USE OF TEMPORARY BARRIERS IS

NECESSARY, RATING OF ENCLOSURE IS TO MATCH

THAT OF RATED ADJACENT WALLS.

J. SUBMIT ALL SUBMITTALS WITHIN 90 DAYS AFTER

AWARD.

K. PROVIDE NOTICE WITHIN 90 DAYS IF APPROVED

EQUIPMENT HAS BEEN DISCONTINUED.

L. ON SITE START DATE TO BE DETERMINED ONCE ALL

APPROVED EQUIPMENT AND MATERIAL HAS BEEN

RECEIVED BY CONTRACTOR.

Scale: 1/16" = 1'-0"

OVERALL FLOOR PLAN - BLDG 1 - LEVEL B

1 CONTRACTOR TO PROVIDE UPDATED

SUBMITTAL LOGS MONTHLY

2 PROJECT SCHEDULES TO BE SUBMITTED

WITH NOTICE TO PROCEED DATE LISTED

3 PROJECT SCHEDULES TO BE UPDATED

MONTHLY

4-201T

TOILET

(E) HC

45 SF

4-199D

(E) HAC

20 SF

4-199D

CORRIDOR

4-202

UTILITY

(E)…

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