9_SwitchGear Drawings Bid 20250220.pdf

PDF 18 MB Posted Jun 16, 2025

Attached to: Z2DZ--Replace Switchgear Bldg 18 Construction (VA-26-00001395) 558-20-156|
Solicitation number: 36C24625B0026
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Jun 16, 2025

These are architectural and engineering design drawings for replacing the switchgear building 18 at the Durham VA Medical Center located at 508 Fulton Street in Durham, North Carolina. The comprehensive set of drawings includes detailed plans for architectural, mechanical, electrical, fire protection, and plumbing systems, with the project number 558-20-156. The drawings are dated April 14, 2022, and represent 100% construction documents for a fully sprinklered facility. Key design elements include a new switchgear room, modifications to existing building systems, electrical distribution upgrades involving 15kV switch assemblies and transformers, mechanical system replacements like exhaust fans and split system units, and comprehensive infection control and safety planning for the renovation work.

The project involves replacing the existing switchgear in Building 18, with drawings showing detailed plans for demolition, new construction, electrical riser diagrams, equipment conductor schedules, and system integration. The design incorporates specific requirements for VA medical facility construction, including infection control risk assessment (ICRA) protocols, life safety considerations, and compliance with VA design standards. The electrical scope includes installing new 15kV switch assemblies, rerouting existing electrical feeders, and upgrading the building's electrical distribution infrastructure while maintaining continuity of services for the medical center.

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Other files

File	Type	Posted
36C24625B0026 0006.pdf	PDF	Aug 12, 2025
36C24625B0026 0005.docx	DOCX document	Aug 11, 2025
36C24625B0026 0004.docx	DOCX document	Aug 7, 2025
36C24625B0026 0003.docx	DOCX document	Aug 5, 2025
36C24625B0026 0002.docx	DOCX document	Aug 5, 2025
36C24625B0026 0001.docx	DOCX document	Jul 31, 2025
Pre-Bid site Visit Replace Switchgear.pdf	PDF	Jul 31, 2025
9_Asbestos 2018 9-13-18 bldg 1 drawings.pdf	PDF	Jun 16, 2025
S02 36C24625B0026_1 Solicitation 06162025.pdf	PDF	Jun 16, 2025
9_Bid Specs 20250220.docx	DOCX document	Jun 16, 2025

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MRI

I.C.U.

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 #

NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

0 4 8 16

VA FORM 08-6231

Replace Switchgear

Bldg. 18

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

VA PROJECT #: 558-20-156

G-001

AC, DGCKC

COVER SHEET

FULLY SPRINKLERED

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DURHAM VA MEDICAL CENTER

508 FULTON STREET

BUILDING 1

CAMPUS MAP

BUILDING 18

AREA OF WORK

OVERLAPS A PORTION OF

BUILDING 1 AND 18

GENERAL SYMBOL LEGENDCAMPUS MAP

VICINITY MAP

APRIL 14, 2022

DocuSign Envelope ID: CD37F213-B22B-4E65-8B75-B5E7C1B1E6C8

4/14/2022

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

REPLACE SWITCHGEAR BUILDING 18

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

I G

H T

HEPA NEGATIVE

AIR UNIT

EXISTING

WALL

EXISITNG

CEILING

FLEX DUCT

3 5/8" WALL FRAMING WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD; TYPE X - BOTH

SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

I L I N

E I G

H T

A R

I E

L D

E R

I F

W A

L L

E I G

I E

I F

SEAL

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

G-002

AC, DGCKC

INFECTION CONTROL RISK

ASSESSMENT (ICRA)

FULLY SPRINKLERED

ILSM SIGNAGE

SCALE: 3" = 1'-0"

ILSM TEMPORARY BARRIER TAG

SCALE: 12" = 1'-0"

ICRA WALL TYPE (2 HR RATED) UL-U419

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

MOBILE CONTAINMENT CART

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

APRIL 14, 2022

BG008

REPRODUCTION AREA

BG008B

CANTEEN

STORAGE

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSSSS

SSSSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

EXPANDED SWITCHGEAR RM

CURRENT SWITCHGEAR RM (BLDG 18)

MACHINE ROOM

BUILDING 18

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000

(BLDG 1)

BG000A

B G

BG000B

BG000C

(BLDG 1)

BG018

B G

M I N

V I F

CORRIDOR

BG009

(BLDG 1)

BG009A

(BLDG 1)

CONSTRUCTION PICKUP /

DROP OFF POINT

M I N

EXIST PR

DOOR

EXIST PR

DOOR

1 1A

R.1

6 7 8 9 10 11 12 13 14 15

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS

CONFIRMED THE DESIGNATION FOR THIS PROJECT IS

LEVEL III FOR THE CLASS OF PRECAUTIONS OR LEVEL OF

INFECTION CONTROL ACTIVITIES. HARD SURFACE

BARRIERS SHALL BE USED EXCEPT IN THE AREA

INDICATED ON THE PHASING PLAN WITH PLASTIC

BARRIERS (MINIMUM 4MIL) TO SEAL AREA FROM NON-

WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS

INTACT AND ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR

CLOTHING CHANGES (PROVIDE AND LOCATE A STAGING

AREA FOR TYVEK SUITS NEAR THE PLASTIC BARRIER

ENTRANCE SPACES - CONSTRUCTION ANTEROOM. THEY

SHALL BE USED WHEN GOING INTO CONSTRUCTION

AREA AND LEAVING THE CONSTRUCTION AREA) AND

TOOL STORAGE TIGHT SEALS SHALL BE MAINTAINED AT

THE FULL PERIMETER OF WALLS AND WALL

PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY

CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION

BARRIER. UPON COMPLETION OF THE CONSTRUCTION

PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY

TO MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST

PROTECTION IN PLACE BEFORE REMOVAL OF A

PERMANENT BARRIER.

A DWYER GAUGE SHALL BE USED AT ALL

CONSTRUCTION ENTRY TO VALIDATE NEGATIVE AIR

FLOWS.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE

6A.

2. PROVIDE STICKY MATS AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) 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

3. 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.

4. CONTRACTOR SHALL USE ISOLATION 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.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED

TO MINIMIZE INFILTRATION FROM ANY ADJACENT

EXCAVATION DEBRIS.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND

NOTIFY 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.

5A. 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

INTO A ROOM, A PRE-FILTER AND HEPA FILTER SHALL BE

USED BEFORE EXHAUST TO PREVENT CONTAMINATION

OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED

PENETRATIONS AND INTACT CEILING SHALL BE VERIFIED

DAILY.

5C. 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.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES,

EQUIPMENT AND RELATED AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL

CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS

BEFORE LEAVING THE CONSTRUCTION AREA. IF

PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS,

FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM

SHALL BE USED TO REMOVE DUST FROM CLOTHING

BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL

CONSTRUCT A SPACE OR ANTEROOM FOR CHANGING

CLOTHING AND STORING EQUIPMENT (DESIGNATED

AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND

MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS

SHALL BE MADE FREE FROM DUST AND MOISTURE BY

VACUUMING AND WET WIPING BEFORE THEIR REMOVAL

FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. 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.

6B. AIR BALANCING AND AHU STARTUP ARE NOT

PERMISSABLE PRIOR TO REVIEW AND APPROVAL OF

EXTENSIVE "CONSTRUCTION CLEAN" BY THE

CONTRACTOR.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED

IN CARTS WITH TIGHTLY FITTED COVERS, DESIGNATED

TRAFFIC ROUTES 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. WHEN HIGH EFFICIENCY PARTICULATE AIR

(HEPA) FILTERED NEGATIVE AIR MACHINES ARE USED,

ANY 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.

2018 NFPA 101 SAFETY SAFETY CODE

2018 VA BARRIER FREE DESIGN STANDARD, PG 18-13

2013 VAPHS MEMORANDUM EC-051: SAFETY &

HEALTH DURING CONSTRUCTION ACTIVITITES

2018 INTERNATIONAL CODE (ICC)

2018 INTERNATIONAL BUILDING CODE (IBC)

2010 AMERICAN WITH DISABILITIES ACT (ADA)

STANDARDS

8 9 10 11 12 13 14 15

R.1

BG008

REPRODUCTION AREA

BG008B

CANTEEN

STORAGE

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSS

SSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

EXPANDED SWITCHGEAR RM

CURRENT SWITCHGEAR RM (BLDG 18)

MACHINE ROOM

BUILDING 18

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000

(BLDG 1)

BG000A

B G

BG000B

BG000C

(BLDG 1)

BG018

B G

CORRIDOR

BG009

(BLDG 1)

BG009A

(BLDG 1)

TRAVEL DISTANCE = 58'-4"

T R

A V

I S

T A

N C

FEC

SEE SHEETS GI002 & A-001 FOR SYMBOLS AND

ABBREVIATIONS.

SEE CIVIL DRAWINGS FOR INFORMATION

INCLUDING CONCRETE SIDEWALKS, CONCRETE

PADS, AND PARKING CONFIGURATIONS. CIVIL

BACKGROUND DRAWING INFORMATION IS FOR

REFERENCE ONLY.

SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION & FRAMING DIMENSIONS. ALL

DIMENSIONS ARE FOR REFERENCE ONLY- VERIFY

ALL FRAMING WITH STRUCTURAL DRAWINGS.

REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING FIXTURES

AND PIPING SYSTEM(S).

REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING

AND COMMUNICATION SYSTEM(S).

REFER TO ELECTRICAL DRAWING FOR FIRE

ALARM NOTIFICATION AND EMERGENCY EGRESS

LIGHTING LOCATIONS.

REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

CONTRACTOR TO PROVIDE ALL ADDITIONAL

FRAMING NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

ALL FIRE RATED ASSEMBLIES SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH

TESTED ASSEMBLIES INDICATED.

EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF

ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY

UL ASSEMBLY) AND TO EXTERIOR WALL. SEAL

JOINT BETWEEN EDGES OF PARTITION WITH FIRE

RATED SEALANT AND/OR INTUMESCENT

ASSEMBLY.

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON

PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

EMERGENCY RESPONSE

REFERENCE

CONTROLLED ACCESS -

ALWAYS UNLOCKED IN

DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

XXX

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

EXTERIOR

EXIT

CLR

CAPACITY

ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION,

PENETRATING ITEM AND RATING REQUIRED.

ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED

AND THE FIRE/SMOKE RATING REQUIRED.

ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY

OR SHALL BE INSTALLED SUCH THAT THE FIRE-

RATING IS NOT COMPROMISED.

SMOKE RESISTANT CONSTRUCTION SHALL MEET

THE REQUIREMENTS OF ALL APPLICABLE CODES.

AREA SHALL BE SEPARATED FROM THE

REMAINDER OF THE BUILDING BY CONSTRUCTION

CAPABLE OF RESISTING THE PASSAGE OF

SMOKE.

STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE

IN COMPLIANCE WITH ALL APPLICABLE CODES

AND AUTHORITIES HAVING JURISDICTION.

GROUND FLOOR ICRA PLAN

SCALE: 1/8" = 1'-0"

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

BOOTH

MRI

I.C.U.

KEY PLAN:

AREA OF WORK

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE TIGHTS S S S

G-003

AC, DGCKC

GROUND FLOOR ICRA AND SAFETY

PLAN

FULLY SPRINKLERED

EXISTING WALL TO REMAIN

TEMPRORAY WALL

NEW WALL

WALL LEGEND

0 4 8 16

KEY NOTES

ICRA NOTES

ICRA REFERENCE CODES

PROVIDE TEMPORARY 1-HOUR RATED

SLAB-TO-SLAB BARRIERS CONSIST OF 3-5/8" METAL

STUD FRAMING WITH 5/8" GYPSUM BOARD ON BOTH

SIDES. BARRIERS SHALL BE INSPECTED BY VA LIFE

SAFETY AND ICRA STAFF PRIOR TO START OF

CONSTRUCTION IN SPACE. MAINTAIN NEGATIVE

PRESSURE VENITLATION IN CONSTRUCTION SPACE.

CONTRACTOR TO VERIFY WALL TO DECK AS IT WILL

SERVE AS 1-HR RATED WALL DURING

CONSTRUCTION.

PROVIDED OUTER DOOR TO THE CONSTRUCTION

AREA ANTEROOM SHALL BE 45 MIN. RATED HARD

DOOR IN A RATED FRAME WITH CLOSER.

CONSTRUCTION ACCESS ROUTE.

PROVIDE TWO STICKY MATS AT EACH

CONSTRUCTION ACCESS POINT IN ALL PHASES.

PERFORM WORK REQUIRED BY VA INFECTION

CONTROL PERSONNEL REGARDING ICRA FORM.

SEE ICRA FORM FOR REQUIREMENTS. ALL ICRA

AND ILSM WORK ITEMS MUST BE COMPLETED

PRIOR TO BEGINNING ANY NEW CONSTRUCTION

WORK OR DEMOLITON.

VA REQUIRES THAT ALL APPLICABLE PERMITS BE

COMPLETED AND APPROVED PRIOR TO BEGINNING

ANY WORK ON STATION.

PERMITS INCLUDING: ICRA, ILSM, ABOVE CEIING,

FIRE / SMOKE WALL, UTILITY, FIRE SPRINKLER, FIRE

ALARM SYSTEM, MEDICAL GASES AND CONFINED

SPACE.

ALL CONSTRUCTION DROP OFF AND DELIVERY

WILL BE THROUGH GROUND FLOOR TO LOAD DOCK

AREA.

GROUND FLOOR LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"

0 4 8 16

LIFE SAFETY GENERAL NOTES

LIFE SAFETY LEGEND

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

FEDERAL

CODE ENFORCEMENT JURISDICTION:

CITY

COUNTY

FEDERAL

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RECONSTRUCTION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Renovation/Healthcare

N/A

REPLACE SWITCHGEAR BLDG 18

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

DEPARTMENT OF VETERANS

AFFAIRS

CODE SHEET NOTES

ONE LEAF OF DOUBLE DOOR NEED TO BE INACTIVE

DURING CONSTRUCTION HOURS.

APRIL 14, 2022

TO CRAWL

SPACE

UPDN

TO CRAWL

SPACE

TO CRAWL SPACE

RAMP

S SS

A-102

D WING CORRIDORS

PHASE 1 (A & B)

C WING CORRIDORS

PHASE 2 (A, B, C, D, E, F, & G)B WING CORRIDORS

PHASE 3

A WING CORRIDORS

PHASE 4 (A & B)

E WING

CORRIDORS

PHASE 5

F WING CORRIDORS

(EAST SIDE)

PHASE 6

PREP

AREA

DG017

COOLER

DG021

FREEZER

DG015

STAIR-4

DG018

ELECTRICA

L CLOSET

DG016

FIRE

PROTECTION

FREEZER

DG014

COOK-CHILL UNITS

DG013

STORAGE

DG008

STORAGE

DG001

CORRIDOR D

STAIR - 5

WOMENS

DG002

MENS SHOWER

DG004

STORAGE

DG006

MECH

CG015

AIR HANDLING UNIT - 6

KITCHEN

CG020

COOLER

CG018

COOLER

CG016

OFFICE

CG014

OFFICE

CG014

C O

R R

R C

OFFICE

CG010

STORAGE KITCHEN

CG013

F.H.C.

CG009F OFFICE

CG009B

NUTRITION

FOOD

CG009A OFFICE

CG009C

CG009B

OFFICE

CG009

OFFICE

CG009

MENS TOILET

CG007

GREEN

ELEVATOR

GREEN

ELEVATOR

GREEN

ELEVATOR

LINEN

CHUTE

TRASH RM

CG003

FEMALE

TOILET

AG001P3

DUMB WAITER

CPR EQUIP

CG008

DUMB WAITER

HOUSE

KEEPING

BG003

STAIR 1

MORGUE

ELEVATOR

CORRIDOR

BG001

SHAFT

MECH RM

BG001A

HOUSE

KEEPING

EG001

VENDING RM

BG000

CANTEEN

STORAGE

BG002

CORRIDORCORRIDOR

ELECTRONIC

SHOP

BG004

STORAGE

BIO-MED

BG005BIO-MED

ADMIN OFFICE

BG007

GAS

STORAGE

BIO-MED CLINICAL EQUIP UNIT

BG009

CORRIDORSTORAGE

BG009A

OFFICE

BG015

STORAGE

BG010

BG012

WAREHOUSE

BG013

STORAGE

BG017

STAIR 3

FREEZER

BG016

STORAGE

BG014

STORAGE

OFFICE

BG006

MAIL PROCESSING AREA

BG008

CONFERENCE

BG008A

REPRODUCTION

AREA

BG008B

CORRIDOR

CAFETERIA

AG002A

CAFETERIA

AG002

CORRIDOR

CANTEEN STORAGE

AG005

FREEZER

FREEZERCANTEEN

STORAGE

AG009

OFFICE

AG008

CANTEEN

OFFICE

AG011

CANTEEN

OFFICE

AG012

MECH

AG012

AG009A

RETAIL STORE

AG015

CANTEEN STORAGE

AG007

STORAGE

AG005A

RETAIL STORE

AG015A

TELEPHONE

AG017

ISO OFFICE

FG154

IRM OFFICE

FG155

IRM OFFICE

FG156A

FG156

ELECTRICAL

CLOSET

FG157

TOILET

FG160A

FG159

RECORDS RM

FG160

WORK RM IRM

FG163

COMP AND PEN

FG163A

KITCHEN

AG010

STORAGE

CANTEEN

FG151

OFFICE

FG149

CANTEEN DINING

AG000A

ISO OFFICE

FG148

OFFICE

FG147A

DECEDENT

AFFAIRS

FG147

AFGE

FG146

AFGE

FG146A

OFFICE,

PRIVACY

FG145

CANTEEN DINING

OFFICE

EG002

EG003A EG003B

OFFICE

EG003

OFFICE

EG005A

OFFICE

EG005

ELECTRICAL

CLOSET

EG007A

OFFICE

EG004

OFFICE

EG006 CORRIDOR OFFICE

EG007

OFFICE

EG009

OFFICE

EG008

ELECTRICAL

CLOSET

EG010

OFFICE

EG011

STORAGE

EG013

LAB

EG012

EG012A

ELEVATOR

EG015

STORAGE

EG018A

STORAGE

EG018

LAB

EGO17A

RESEARCH

EG017

CORRIDOR

EG014

ELECTRICAL RM

FG1000

WAITING

FG234

FG1001

STAIR - 12

NEW EXIT

PASSAGEWAY

FG400B

BIO-MED

FG137

STAIR-10

CORRIDOR

GENERAL

STORAGE

FG144A

OFFICE,

NURSING UNION

FG143

ISO OFFICE

FG142

OFFICE

FG137A

CORRIDOR

TELECOM

FG158

SERVER RM

FG104

STORAGE

FG141

TELECOM

FG104A

PC LAB

FG140

COMPUTER RM

FG106

OFFICE

FG139 OFFICE

FG108

STORAGE

FG138

HOUSE

KEEPING

FG15

ELEVATOR

LOBBY

FG12

BROWN

ELEVATOR

P10

BROWN

ELEVATOR

P11

MENS

LOCKER

FG14

MENS

TOILET

FG14A

CORRIDOR

OFFICE

IRMS

FG15A

FG16A

WOMENS

TOILET

FG16

OFFICE

FG103

OFFICE

FG105

IRM OFFICE

FG105D

IRM OFFICE

FG105C

IRM

OFFICE

FG105BIRM OFFICE

FG105A

MENTAL

HEALTH

OFFICE

FG122

OFFICE

FG123

GROUP MEETING

FG124

RELEASE OF INFO

FG107C

COPY RM

FG107B

RELEASE OF

INFO

FG107A

OFFICE OF

RELEASE OF INFO

FG107

HOUSE

KEEPING

FG109

COPY

FG111

OFFICE

FG113

OFFICE

FG114

UTILITY

FG116

TOILET

GF119

TOILET

FG118

CORRIDOR

FG133B

OFFICE

FG125

OFFICE

FG125B

OFFICE

FG125C

FIRE PROTECTION

CONFERENCE RM

FG126

OFFICE

DIRECTOR

MHC

FG130

OFFICE

FG130

OFFICE

FG132

OFFICE

FG134

OFFICE

SOCIAL

WORKER

FG135

OFFICE

FG136

WAITING RM

FG133B

RECEPTION

FG133A

OFFICE

FG112

OFFICE

FG115

OFFICE

FG117

RESIDENT

PSYCH.

OFFICE

FG120

WOMENS

HEALTH

CLINIC

FG121

RECEPTION

FG133

OFFICE

FG131

EXAM RM-2

FG129

EXAM RM-1

FG127

CONFERENCE

FG235

OFFICE

FG236

OFFICE

FG239

OFFICE

FG241

OFFICE

FG243

OFFICE

FG245

CIRC.

FG500C

STORAGE

FG236

GROUP

THERAPY

FG237

OFFICE

FG240

OFFICE

FG242

OFFICE

FG236

CORRIDOR

FG400D

WAITING

FG344

RECEPTION

FG343

LOCKER ROOM

FG343A

EXAMS

FG342

PROCEDURE 7

FG302PROCEDURE 6

FG304

PROCEDURE 5

FG306

PROCEDURE 4

FG308

SUPPLIES

FG310

NOURISH

FG331

PROCEDURE 3

FG313

PROCEDURE 2

FG315

PROCEDURE 1

FG320

SCOPES SOIL

FG319

SCOPES CLEAN

FG318

SOIL

FG317

CLEAN

FG316 TOILET

FG314

STORAGE

FG312

ASSIST

FG311

CLERICAL

FG309

CHIEF

FG307

PHYSICIAN

FG305

CIRC

FG300B

ELEC CLOSET

FG300CL

PHYSICIAN

FG303

P.A.

FG301

CIRC.

FG300A

NEW EXIT PASSAGEWAY

FG400C

GAS

FG189

OFFICE

FG172

STAFF

LOCKERS

FG403

HSK

FG219

EXAM

FG217

WAITING

FG164

RECEPTION

FG171

DRSG RM

FG174

DRSG RM

FG173

CORRIDOR

FG175

TOILET

FG169

TOILET

FG167

SEDATION

FG168

STORAGE

FG170

CONTROL

FG184

MRI EXAM

FG184A

MRI EXAM

FG184B

EQUIP

FG184C

HOUSE

KEEPING

FG178

WORK

FG179

SOILED

UTL

FG180

STORAGE

FG181

DRSG

FG182C DRSG

FG182D

CORRIDOR

FG184

STORAGE

FG182

ELEC.

CLOSET

FG183

BREAK

FG182A

STORAGE

FG182B

CORRIDOR

FG176

TELECOM

FG187

WAITING

FG185

TOILET

FG185A

EQUIP

G185C

CONTROL

G185B

DRSG RM

G186A

DRSG

FG186

EXAM RM

G185A ELEC. RM

FG405

DATA RM

FG404

OFFICE

FG212

CONFERENCE

FG211

WAITING

FG166

PRESCREEN

FG165

OFFICE

FG210

EXAM

FG209

EXAM

FG207

EXAM

FG205

EXAM

FG203

PHOTO

FG202

RECEPTION

FG201

CIRCULATION

FG200A

PROCEDURES

FG214

WAITING

FG216

C U

L A

N F G

LASER

FG213

LASER

FG215

CLEAN

UTL

FG21B

SOILED

UTL

FG218A

STAFF

TOILET

FG220

CLEAN

SUPPLIES

FG221

WAITING

FG222A

WAITING

FG222B

CIRCULATION

FG200C

EXAM

FG224

EXAM

FG226

EXAM

FG228

C U

L A

N F G

EXAM

FG208

EXAM

FG206

EXAM

FG204

EXAM

FG230

EXAM

FG223

EXAM

FG225

EXAM

FG227

EXAM

FG229

OFFICE

FG231

FIELD

FG232

PRETEST/FIT

FG233

PUBLIC TOILETS (W)

FG401

PUBLIC TOILETS (M)

FG402

EXPANSION JOINT

COVER PLATE

EJ COVER

EXPANSION JOINT

COVER PLATE

STORAGE

DG011

HEM/ONC

DG009

OFFICE

DG007 DG005B

OFFICE

ESCORT

DG005

OFFICE

ESCORT

DG005A

EXPANSION JOINT

COVER PLATE

EXPANSION JOINT

COVER PLATE

MECHANICAL

FG345

HSK

FG321

EQUIP

FG322

TOILET

FG323

RECOVERY

FG324

RECOVERY

FG325

RECOVERY

FG326

RECOVERY

FG327

RECOVERY

FG328

RECOVERY

FG329

RECOVERY

FG330

NURSE STATION

FG332

TOILET

FG333

HOLDING

FG334

HOLDING

FG335

HOLDING

FG336

HOLDING

FG337

HOLDING

FG338

TOILET

FG339

RESIDENTS

FG340

EXAMS

FG341

OFFICE

FG246

OFFICE

FG248

OFFICE

FG250

OFFICE

FG247

OFFICE

FG249

A-102

A-101

A-102

A-103

A-111

A-112

A-113

A-112

ADD HANDRAIL

AND BUMPER TO

MATCH EXISTING

PHASE 1A

PHASE 1B

PHASE 2A

PHASE 2B

A-102

1 2 3

1 2

2 1

11 32

PHASE 6

PHASE 2C

PHASE 2F

PHASE 2G

PHASE 2E

2 1

3 1

PHASE 5

PHASE 3 1 2 3

PHASE 4B

2 PHASE 4A1 2 3

PHASE 4A

PHASE 2D

S S

S S S

S S

S SS

S S S S

S S

SSS

S S

S S S

S SS

S S S S

S S

S S S

SS S

S S S S S S S

S S

S S S S

S S

A WING CORRIDORS

B WING CORRIDORS

C WING CORRIDORS

D WING CORRIDORS

E WING CORRIDORS

F WING CORRIDORS

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:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

/1 /2

P M

HA-01

GROUND FLOOR COMPOSITE PHASING

AND ICRA PLANS

RH AS 1 1

RENOVATE GROUND FLOOR

BUILDING 1 HALLS AND WALLS

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 JANUARY 26, 2021

BID DOCUMENTS

558-18-26018-305

AREA HATCH LEGEND

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A B C D E F

0 4 8 16

NORTH

Note: The following items are lead-containing com-ponents: Yellow glazed block walls (located throughout hallways) and white plaster walls (Wings A and B).

ASBESTOS ABATEMENT NOTES

1. ASBESTOS-CONTAINING MATERIALS

(ACMS) SHALL BE REMOVED AND

DISPOSED OF PROPERLY BY AN

ASBESTOS ABATEMENT CONTRACTOR

UTILIZING SUPERVISORS AND

WORKERS ACCREDITED BY THE

HEALTH HAZARDS CONTROL UNIT OF

THE NORTH CAROLINA DEPARTMENT

OF HEALTH AND HUMAN SERVICES.

THESE DRAWINGS ARE ACCOMPANIED

BY TECHNICAL SPECIFICATIONS FOR

THE REMOVAL AND DISPOSAL OF

ACMS. REFER TO SPECIFICATION

SECTION 028211 FOR ASBESTOS

ABATEMENT SCOPE OF WORK.

2. FLOOR PLANS ARE NOT TO SCALE.

3. FOR APPROXIMATE QUANTITIES OF

ACMS, PLEASE REFER TO

SPECIFICATION SECTION 028211.

4. ABATEMENT CONTRACTOR SHALL

VERIFY QUANTITIES AND LOCATIONS

OF ACM PRIOR TO START OF

ABATEMENT.

LEGEND

Asbestos-containing floor tile and/or mastic

Russell Harrings, CIH Certificate No. 11853 CP Signed 1-27-2021

FOR REFERENCE ONLY

CEILING

STEEL STUDS (3 5/8")

UNDERSIDE OF STRUCTURE

GYP WALL BD (5/8")

SEALANT

FLOOR SLAB

SEALANT

*SEAL ALL

PENETRATIONS WITH

SEALANT

TYPE G3.0

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

STC-49 SA870717

G2.0 SIMILAR

WITH 2 1/2" STUDS

G4.0 SIMILAR

WITH 4" STUDS

G1.0 SIMILAR

WITH 1 5/8" STUDS

G6.0 SIMILAR

WITH 6" STUDS

SOUND ATTENUATION

INSULATION

BASE AS SCHEDULED

FLOOR SLAB

FIRE SEALANT

STEEL STUDS (3 5/8")

@ 16" ON CENTER

FIRE RATED GYP

WALL

BD (5/8") - TYPE X

CEILING

UNDERSIDE OF STRUCTURE

*FIRESTOP ALL

PENETRATIONS

TYPE G3.2, (2-HR)

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

STC-49 SA870717

UL-U419 2 HOUR

G4.2 SIMILAR

WITH 4" STUDS

G6.2 SIMILAR

WITH 6" STUDS

GLASS FIBER OR MINERAL

WOOL INSULATION

M A

FIRE SEALANT

I N

M A

FIRE RATED GYP

WALL

BD (5/8") - TYPE X

BASE AS SCHEDULED

*FIRESTOP ALL

PENETRATIONS

WALL PRIORITY PLAN & LEGEND

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

A T

L L

NON-RATED

WALL

RATED WALL

N O

N R

A T

E D

W A

L L

1-HR RATED

WALL

2-HR RATED

WALL

1-HR RATED

WALL

ONE (2)

LAYER OF

GYP. BD. AT

1-HR RATED

WALL

HOLLOW METAL FRAME

JAMB STUDS AS

REQUIRED

HIGHER PRIORITY WALL

METAL STUDS AS

PRESCRIBED IN WALL

SCHEDULE

TWO HOUR FIRE & SMOKE WALL

TWO HOUR FIRE WALL

TWO HOUR SHAFT WALL

ONE HOUR FIRE & SMOKE WALL

ONE HOUR FIRE WALL

NON-RATED WALL

PRIORITY 1 (HIGHEST)

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5 (LOWEST)

WALL PRIORITY LEGEND

A X

2"MAX.

GAUGE

SHAPE/TYPE

C-SHAPE

WIDTH

INTERIOR

ALL MECHANICAL SHAFTS SHOULD BE FIRE RATED CONSTRUCTION. AS SHOWN ON PLAN

2-1/2 inch

C-H-SHAPE

C-SHAPE

1-5/8 inch

3-5/8 inch

4 inch

REFER TO FLOOR PLANS SHEET FOR FIRE RATED AND SMOKE PARTITION LOCATIONS. ALL FIRE & SMOKE

PARTITIONS SHALL EXTEND FROM FLOOR SLAB TO THE UNDERSIDE OF STRUCTURE - DECK ABOVE. ALL

PENETRATIONS SHALL BE SEALED AND PROTECTED WITH FIRE RATED SEALANT TO MAINTAIN THE INTEGRITY OF

THE PARTITION.

PARTITION INSTALLATION SHALL CONFORM TO ALL CODE REQUIREMENTS.

WHERE PARTITIONS OF DIFFERENT FIRE RATING INTERSECT, PARTITION WITH THE HIGHEST PRIORITY SHALL BE

CONTINUOUS PER FOLLOWING PRIORITY LIST:

PRIORITY 1 - TWO HOUR FIRE AND SMOKE WALL

PRIORITY 2 - TWO HOUR FIRE OR SHAFT WALL

PRIORITY 3 - ONE HOUR FIRE AND SMOKE WALL

PRIORITY 4 - ONE HOUR FIRE WALL

PROVIDE IDENTIFICATION OF ALL FIRE RATED AND/OR SMOKE

PARTITIONS AT NOT MORE THAN 10'-0" ON CENTER ABOVE

CEILINGS WITH 3" HIGH STENCILED BLOCK LETTERING AS

FOLLOWS: "1 HOUR FIRE", "1 HOUR FIRE/SMOKE", "2 HOUR

FIRE", "2 HOUR FIRE/SMOKE", "2 HOUR SHAFT", ETC.

EXTEND FIRE RATED WALL CONSTRUCTION BEHIND RECESSED OR BUILD-IN EQUIPMENT SUCH AS FIRE

EXTINGUISHER CABINETS (FEC), ELECTRICAL WATER COOLERS (EWC), ELECTRIC PANELS, ETC.

STAGGER GYPSUM BOARD JOINTS VERTICALLY AND HORIZONTALLY A MINIMUM OF 16" EACH SIDE OF PARTITION

AT ALL PARTITIONS.

PROVIDE TYPE 'X' WATER RESISTANT GYPSUM WALL BOARD, ON ALL SURFACES, IN ALL TOILETS, JANITOR

CLOSETS AND SHOWERS. PROVIDE TYPE 'X' TILE BACKERBOARD ON ANY PARTITION SCHEDULED TO BE

FINISHED WITH CERAMIC TILE.

PROVIDE AND INSTALL ANY STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED

FOR THE INSTALLATION OF ALL FLOOR MOUNTED OR SUSPENDED MECHANICAL, OR ELECTRICAL.

ALL VERTICAL PIPING AND COLUMNS EXPOSED IN ROOMS SHALL BE FURRED WITH METAL STUDS AND GWB AND

FINISHED TO MATCH ADJACENT WALLS, U.N.O. EXCEPTIONS: ELEC. CLOSETS, TEL. CLOSETS & MECH. CLOSETS.

WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS

SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL

PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE, AND/OR ACOUSTICAL

ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL.

COORDINATE METAL STUD GAUGE WITH PRE-APPROVED EQUIPMENT ANCHORAGE. WHERE DISCREPANCY

OCCURS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

PROVIDE FIRE SAFING INSULATION AS REQUIRED TO MAINTAIN THE INTEGRITY OF FIRE RATED PARTITIONS.

PROVIDE REQUIRED FRAMES AND BRACING AROUND WALL PENETRATIONS.

PROVIDE CONTINUOUS ACOUSTICAL SEALANT AT BOTTOM OF ALL PARTITIONS.

WHERE COLUMN FURRING STUDS EXCEED THE MANUFACTURER'S RECOMMENDED LIMITING HEIGHTS, STUDS

SHALL BE BRACED BACK TO THE STRUCTURE AS REQUIRED.

METAL STUD SCHEDULE:

UNLESS NOTED OTHERWISE, STRUCTURAL PROPERTIES LISTED BELOW ARE BASED ON STEEL STUDS C-

SHAPE STUDS AND SHALL HAVE MINIMUM 1-1/4" FLANGE WITH 1/4" RETURN LIPS EACH SIDE.

ALL PARTITIONS SHALL RECEIVE SOUND ATTENUATION BLANKETS, EXCEPT FOR PARTITIONS WHICH DO

NOT SEPARATE TWO OR MORE ROOMS (WING WALLS).

THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS, EXCEPT WHERE

SPECIFICALLY SHOWN.

10.

11.

12.

13.

14.

15.

16.

17.

18.

PARTITION NOTES

PRIORITY 5 - NON-RATED WALL

20C-SHAPE6 inch

MIN. THICKNESS

0.0195"

0.0147"

0.0195"

0.0209"

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

CR CARD READER

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

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

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

LVT LUXURY VINYL TILE

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

PP PUSH PAD

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

SJ SEAL JOINT

SJS SEAL JOINT @ SLOPE EDGE

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

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

FEC FIRE EXTINGUISHER CABINET

EXP EXPOSED

DEMOLITION KEYNOTE

WALL TYPE

DOOR NUMBER

TYPICAL KEYNOTE

CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

FIRE EXTINGUISHER

CABINET

FEC

WINDOW TYPE

FIRE EXTINGUISHER

CABINET

FEC

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE

DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN

THE COR AND CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE

THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION

DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCT(S) AND IS RESPONSIBLE FOR ACCOMMODATING AND

COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. 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.

4. 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.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES

EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. 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.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

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

10. REFER TO PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING

KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR COMPLETION OF THE WORK.

12. COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

13. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH PHASE.

14. NOTIFY VA COR OF DISCREPANCIES IN THE DRAWINGS AND SPECS PRIOR TO THE START OF WORK.

15. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF EXISTING WALL SURFACE.

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

17. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES AND PUBLISHED STANDARDS.

18. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE

DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN

VA COR AND CONTRACTOR BEFORE THE START OF THE WORK.

19. 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.

20. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDTION 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.

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT

THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL

CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR BEFORE THE START OF

THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC

PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER

FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCT(S) AND IS

RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE

NECESSARY BECAUSE OF THESE DIFFERENCES.

3. 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.

4. 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.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND

SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS

PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE

COR PRIOR TO PROCEEDING WITH THE WORK.

7. 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.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

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

10.REFER TO PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

11.PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL

FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR COMPLETION

OF THE WORK.

12.COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

13.FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH PHASE.

14.NOTIFY VA COR OF DISCREPANCIES IN THE DRAWINGS AND SPECS PRIOR TO THE START OF WORK.

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

EXISTING WALL SURFACE.

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

17.INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES AND PUBLISHED STANDARDS.

18.INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT

THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL

CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN VA COR AND CONTRACTOR BEFORE THE START OF

THE WORK.

19.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.

20.AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDTION 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.

4'-0" MAX TO HIGHEST

OPERABLE POINT - IF FIRE

EXTINGUISHER OVER 40 LBS

3'-6" MAX HT.

FINISH FLOOR

FIRE EXTINGUISHER CABINET

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

A-001

ACKC

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS, NOTES AND

PARTITION TYPES

FULLY SPRINKLERED

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

DEMOLITION NOTES

GENERAL NOTES

DEMOLITION NOTES

MOUNTING HEIGHTS

APRIL 14, 2022

BG008

REPRODUCTION AREA

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSS

SSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

SS S S S S S S S S S SS

MACHINE ROOM

BUILDING 18

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000

8 8

(BLDG 1)

CURRENT SWITCHGEAR RM

(BLDG 18)

VENDING RM

BG000

(BLDG 18)

9 10 11 12 13 14 15

R.1

9 10 11 12 13 14 15

R.1

9 10 11 12 13 14 15

BG008

REPRODUCTION AREA

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSS

SSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

MACHINE ROOM

BUILDING 18

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000

EXP CLG

(BLDG 1)

EXP CLG

CURRENT SWITCHGEAR RM

(BLDG 18)

EXPANDED

SWITCHGEAR RM

BG000

(BLDG 1)

BG018

(BLDG 1)

EXP CLG

REFLECTED CEILING PLAN

LEGEND

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

A.F.F.10' - 6"

SPRINKLER HEAD

LINEAR INDUSTRIAL

(LED) CHAIN HUNG

EXP CLG

EXPOSED CEILING

TO STRUCTURE

ABOVE

BG008

REPRODUCTION AREA

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSS

SSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

SS S S S S S S S S S SS

MACHINE ROOM

BUILDING 18

HAC

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000

(BLDG 1)

VENDING RM

BG000

(BLDG 18)

BG008

REPRODUCTION AREA

BG002

ELECTRONIC SHOP

BG004

OFFICE

BG006

OFFICE

EG002

EG004

CORRIDOR

BG001

SSSSSSSSS

SSSSSS SSSS S S S S S S

S S

S SSS

S S

S S S

S S

EXPANDED

SWITCHGEAR RM

MACHINE ROOM

BUILDING 18

BG007

BG005

MAIL

PROCESSING

ROOM

(BLDG 1)

BG003

(BLDG 1)

BUILDING 1

BG000A

BG000

B G

BG000B

BG000C

(BLDG 1)

BG018

B G

6'-0"

3'-9"

VIF

V I F

G3.2

6'-4"

VIF

3'-9 1/2"

VIF

6'-9"

VIF

V I F

VIF

6'-0 1/2"

ALIGN

1'-0 1/2"

VIF

CJ CJCJ

INSTALL CONTROL JOINTS

EQUAL SPACING ON NEW SLAB

(BLDG 1)

A-601

5'-0 1/2"

1'-1 1/2"

VIF

6'-0"5'-0" 2'-7"

BG000

(BLDG 1)

G3.0

A-601

TYP

THIRD FLOOR

F-WING ROOF

FOURTH FLOOR

E-WING ROOF

STAIR TOWER

R.1

11 12

GROUND FLOOR DEMOLITION REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

BOOTH

MRI

I.C.U.

KEY PLAN:

AREA OF WORK

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE TIGHTS S S S

A-101

AC, DGCKC

GROUND FLOOR AND REFLECTED

CEILING DEMOLITION PLAN, NEW WORK

AND REFLECTED CEILING PLAN

FULLY SPRINKLERED

GROUND FLOOR DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

1. REMOVE EXISTING RECESSED RADIATOR

AND FILL WALL.

2. PARTIAL REMOVAL OF WALL TO CREATE NEW

DOOR OPENING.

3. DEMOLISH EXISTING WALL SYSTEM.

4. REMOVE DOOR AND DOOR FRAME.

5. REMOVE EXISTING FLOOR FINISHES TO

EXISTING CONCRETE SLAB. PATCH FLOOR

AS NEED FOR A LEVEL SURFACE. EXISTING

FLOOR CONTAINS ASBESTOS - SEE SHEET

NOTE F.

6. PREPARE FLOOR TO RECEIVE NEW

CONCRETE RAISED SLAB.

7. REMOVE ACOUSTICAL CEILING ASSEMBLY.

8. REMOVAL OF LIGHT FIXTURES, DIFFUSERS

AND OTHER OVERHEAD ELEMENTS. REFER

TO ENGINEERING SHEETS FOR

COORDINATION.

9. REMOVE EXISTING BUMPER RAIL, SAVAGE

AND STORE.

10. REMOVE EXISTING IN WALL HVAC

EQUIPMENT AND RADIATOR ALONG

EXTERIOR WALL.

11. DEMOLISH PLUMBING FIXTURE. PATCH

FLOOR AS NEED FOR A LEVEL SURFACE.

EXISTING WALL TO REMAIN

DEMOLISH WALL

NEW WALL

WALL LEGEND

0 4 8 16

GROUND FLOOR REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

GROUND FLOOR NEW WORK PLAN

SCALE: 1/8" = 1'-0"

0 4 8 16

THE CONTRACTOR SHALL CAREFULLY STUDY

AND COMPARE THE REFLECTED CEILING

PLANS WITH THE ELECTRICAL LIGHTING

PLANS, WITH THE MECHANICAL SUPPLY,

RETURN AND EXHAUST PLANS, AND WITH THE

FIRE PROTECTION PLANS, AND CONTRACTOR

SHALL REPORT TO THE COR ANY

INCONSISTENCY THAT HE MAY DISCOVER

PRIOR TO PROCEEDING.

WHERE FIELD CONDITIONS CAUSE

VARIATIONS IN THE REFLECTED CEILING PLAN,

ANY ADJUSTMENTS TO ITEM LOCATIONS

SHALL BE COORDINATED WITH COR.

FRAME ELECTRICAL FIXTURES AND

MECHANICAL DIFFUSERS. COORDINATE WITH

MECHANICAL & ELECTRICAL

SUBCONTRACTORS.

CENTER EXIT SIGNS OVER DOORS, U.N.O.

KEY NOTES: DEMO

E. PATCH AND REPAIR WALL TO LIKE CONDITION

WHERE DOOR OPENING IS CREATED.

0 4 8 16

1. INSTALL NEW DOOR AND FRAME.

2. NEW INFILL INTERIOR WALL.

3. NEW CONCRETE PAD. SEE DETAIL 7/A-601

4. NEW SURFACE MOUNTED FIRE

EXTINGUISHER CASE.

5. PATCH REMOVED WALL HVAC EQUIP AT

EXIST EXTERIOR WALL - SEE DETAIL 12/A-601.

6. NEW EQUIPMENT CURB SEE DETAIL 14/A-601.

CONTRACTOR TO PROVIDE ADEQUATE

PROTECTION DURING CONSTRUCTION.

7. REINSTALL BUMPER RAIL AND MODIFIED TO

ACCOMMODATE NEW DOOR OPENINGS.

KEY NOTES: NEW

VENDING ROOM BG000 CONTAINS HAZARDOUS

MATERIALS SEE SPECIFICATIONS

SECTION 02 82 13.19 ASBESTOS FLOOR TILE AND

MASTIC ABATEMENT. VETERAN'S ADMINISTRATION

REPORT "ASBESTOS 2018 0-13-18. BLDG 1."

REFER TO HA-01 FOR HAZARDOUS MATERIALS IN

THE CORRIDOR AREA.

BETWEEN BG000 AND BG002 CONTRACTOR TO

REPAIR ABOVE CEILING TO DECK ELEMENTS

(OPENINGS, WALLS, STRUCTURE, ETC.) TO MEET

FIRE/SMOKE SEPARATION REQUIREMENTS.

PARTIAL THIRD FLOOR F-WING ROOF

SCALE: 1/8" = 1'-0"

APRIL 14, 2022

SEE PARTITION

TYPES

(2) METAL STUDS TO

FORM HEADER

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

DOOR AND FRAME

- SEE DOOR SCHEDULE

SEE DOOR

SCHEDULE

S E

A R

T I T

I O

T Y

P E

DOOR AND FRAME

- SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 2x METAL STUDS TO

FORM JAMB

NEW CONCRETE BASE

PROVIDE #3 DOWEL BARS 24" O.C

EACH WAY. EPOXY DOWELS INTO

EXISTING SLAB

6X6 - W1.4X W1.4 WWF

WIRE TO #3 DOWELS

EXISTING CONCRETE

SLAB

TYPICAL EQUIPMENT

ANCHORAGE - SEE

EQUIPMENT CUT SHEETS

(NEW) 8" CMU INFILL

SHORE EXISTING FRAMING BEARING ON THIS WALL AND

WALL ABOVE OPENING PRIOR TO REMOVING WALL AND

INSTALLING LINTEL

FIELD VERIFY AND INFILL WITH SALVAGE (WHOLE) BRICKS (MATCH

EXISTING COURSING) PROVIDE NEW FLASHING WITH WEEPS

L5 X 3-1/2 X 5/16 (LLV),

BEAR 6" MINIMUM EACH END. MAX SPAN = 8'-0"

METAL COUNTER FLASHING

OVERLAP NEW WEATHER BARRIER TO

EXISTING W/ FLASHING TAPE

NEW WEATHER BARRIER TO MATCH EXISTING

EXTEND WEATHER BARRIER TO COUNTER FLASHING

FILL HOLES WITH FIRE CAULK TO MATCH RATING AFTER REMOVING

SHORING

HM DOOR FRAME 4" AT HEAD

(NEW) 8" CMU INFILL

HM DOOR FRAME

DOOR AS SCHEDULE

SEALANT ON BOTH SIDES

FIELD VERIFY AND INFILL WITH SALVAGE

(WHOLE) BRICKS (MATCH EXISTING

COURSING)

F.F.

F-P

F.F.

G-P

KICK

PLATE

(2) 5/8" GYP BD -

TYPE X EACH SIDE

OF MTL STUD

3 5/8" MTL STUD

V I F

EXISTING WALL

TO REMAIN

REPAIR EXISTING

CORRIDOR WALL

EXISTING DOOR AND

FRAME TO REMAIN

CORRIDOR

BG001

(BLDG 1)

CANTEEN

STORAGE

BG002

(BLDG 1)

EXPANDED

SWITCHGEAR RM

BG000

(BLDG 1)

R.1

(2) 5/8" GYP BD -

TYPE X EACH SIDE

OF MTL STUD

3 5/8" MTL STUD

FIRE CAULK JOINT

EXISTING WALL

TO REMAIN

CANTEEN

STORAGE

BG002

CURRENT SWITCHGEAR RM (BLDG 18)

(BLDG 1)

EXISTING TWO-HR RATED WALL

EXPANDED

SWITCHGEAR RM

BG000

(BLDG 1)

EXISTING COLUMN TO

REMAIN

V I F

11 1/2"

VIF

5/8" GYP BD

2 1/2 MTL. STUD

11 1/2"

VIF

EXPANDED SWITCHGEAR RM

CORRIDOR

BG001

(BLDG 1)

(2) 5/8" GYP BD - TYPE

X EACH SIDE OF MTL

STUD

3 5/8" MTL STUD2 1/2" MTL STUD

CORNER BEAD

BG000

(BLDG 1)

CORRIDOR

BG001

(BLDG 1)

NEW DOOR AND

FRAME - SEE DOOR

SCHEDULE

PROVIDE 90 DEGREE

CORNER/END FROM

SALVAGED MATERIAL

FOR HANDRAIL &

WALL GUARD

TYP.

V I F

EXPANDED

SWITCHGEAR RM

BG000

(BLDG 1)

S E

A R

T I T

I O

T Y

P E

DOOR AND FRAME

- SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 2x METAL STUDS TO

FORM JAMB

SEE PARTITION

TYPES

(2) METAL STUDS TO

FORM HEADER

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

DOOR AND FRAME

- SEE DOOR SCHEDULE

SEE DOOR

SCHEDULE

CORRIDOR SIDE

ROOM SIDE

END CAP BY WP

MANUFACTURER

EXISTING F.F.

BUMPER RAIL

STANDARD HIGH

WALL PROTECTION

RESILIENT WALL

BASE 6"

REPAIR EXISTING

FLOORING

REPAINT EXISTING WALL

EXISTING CEILING TO

REMAIN

EXISTING

ROOF

SYSTEM TO

REMAIN

EQUIPMENT

SUPPORT

NOTE:

BASIS OF DESIGN FOR EQUIPMENT CURB

- NVENT CADDY PYRAMID EQUIPMENT

3 5/8" MTL STUD

ALIGN

EXISTING FINISH

FLOOR

5/8" GYP BD,

FINISH AND PAINT

TO MATCH EXISTING

ALIGN

EXISTING DEMISING

WALL TO REMAIN

EXISTING METAL

STUD FRAMING

WALL TO REMAIN

INSTALL AND

SECURE NEW

METAL STUD

FRAMING

AROUND THE

WALL OPENING

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 18

REPLACE SWITCHGEAR

BUILDING 18 AT DURHAM

VAMC

558-20-156

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM , NC 27705

20-108

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

A-601

AC, DGCKC

DOOR SCHEDULE, DOOR ELEVATIONS,

FRAME ELEVATIONS, DOOR DETAILS

ROOM FINISH SCHEDULE, AND DETAIL

FULLY SPRINKLERED

DOOR SCHEDULE

NO.

DOOR DOOR FRAME

HEAD

DETAIL NO.

JAMB

DETAIL NO.

THRESH

DETAIL NO.

LBL

HDWR

SET

REMARKSWIDTH HEIGHT THICK MAT'L ELEV MAT'L ELEV

GROUND FLOOR

BG000A 7' - 0" HM N/A

3' - 0" 7' - 0" 1 3/4" HM N/A

7' - 0" 1 3/4" HM N/A

1 3/4" HM N/A

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

REMARKS

EAST NORTH SOUTH WEST

FIN HEIGHTFIN FIN FIN FIN

GROUND FLOOR

SWITCHGEAR RM

3' - 0" PAIR

BG000B

BG000C

BG000D

PNT= PAINT

SCW= SOLID CORE WOOD

STN= STAIN

WD= WOOD

IHM= INSULATED HOLLOW METAL

N/A= NOT APPLICABLE

OHD= OVERHEAD DOOR

PF= PREFINISHED

AL= ALUMINUM

ALCW= ALUMINUM CLAD WOOD

EXIST= EXISTING

FRP= FIBER REINFORCED

PLASTIC

HM=

HOLLOW METAL

REMARKS

BG018

BG000

1 3/4" HM

FRAME ELEVATIONSDOOR ELEVATIONS

3' - 0" PAIR

CONC

OPEN TO STRUCTURE

G-P

F-P

1/A-601

3/A-601

2/A-601

1. 180 DEGREE DOOR SWING.

3' - 0"BG018

7' - 0"

EXIST

PNT

90 MIN

PNT PNT PNT

1/A-601 2/A-601

5/A-601 6/A-601

HW-5

HW-6A (Rev1)

HW-10

HW-12 (Rev1)

CONCRETE EQUIPMENT BASE

SCALE: 1" = 1'-0"

HEAD DETAIL @ METAL STUD

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

JAMB DETAIL @ METAL STUD

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

JAMB DETAIL

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

HEAD DETAIL

SCALE…

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