36C24620R0001-0001023.pdf

DOOR TAG

1i

1i

M349

ACE

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL PROTECTION TAG

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAINWALL AND

WINDOW MARKER1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

ARCHITECTURAL SYMBOL LEGEND

1 PHASING NOTES

1. EXECUTE WORK BY METHODS TO

MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE

DISPLACED FOR VISUAL INSPECTIONS.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

C L A

S

I

C L

A

II

1. PROVIDE ACTIVE MEANS TO PREVENT

AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

2.WATER MIST WORK SURFACES TO

CONTROL DUST WHILE CUTTING.

3.SEAL UNUSED DOORS WITH DUCT TAPE.

4.BLOCK OFF AND SEAL AIR VENTS.

5.PLACE DUST MAT AT ENTRANCE AND EXIT

OF WORK AREA.

6.REMOVE OR ISOLATE HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

1.WIPE WORK SURFACES WITH DISINFECTANT.

2.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3.WIPE WORK SURFACES WITH DISINFECTANT,

WET MOP AND/OR VACUUM WITH HEPA

VACUUM BEFORE LEAVING WORK AREA.

4.REMOVE ISOLATION OF HVAC.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS

DEPENDING UPON THE AREA CLASS DESIGNATION

C L A

II

I

C L A

IV

1.REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2.COMPLETE ALL CRITICAL BARRIERS, I.E.,

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

5.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE ENVIRONMENTAL HEALTH

AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL

SANITATION SECTION.

2.REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4.WET MOP AREA WITH DISINFECTANT.

5.REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

1.OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK

IS BEING DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

3.COMPLETE ALL CRITICAL BARRIERS OR

IMPLEMENT CONTROL CUBE METHOD BEFORE

CONSTRUCTION BEGINS.

4.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

5.SEAL HOLES, PIPES, CONDUITS AND

PUNCTURES APPROPRIATELY.

6.CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM

SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE

OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

7.ALL PERSONNEL ENTERING WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

THOROUGHLY CLEANED BY ENVIRONMENTAL

MANAGEMENT.

2.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

3.WET MOP AREA WITH DISINFECTANT.

4.REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

5.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

6.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING.

7.REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

PATIENT RISK GROUP TABLE

GROUP 1

LOW RISK

GROUP 2

MEDIUM

RISK

GROUP 3

HIGH RISK

GROUP 4

HIGHEST RISK

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR

VACANT ICU'S ETC.

- OUTPATIENT, URGENT

CARE & PRIMARY CARE

CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE

UNIT

- SURGICAL UNITS

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE /

STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

-OPERATING ROOM

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE A TYPE B TYPE C TYPE D

I

I

I

II

II

II

II

III/IV

II

II

III/IV

III/IV

III/IV

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL

INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

Infection Control Risk Mitigation Recommendations Matrix of Precautions for Construction and Renovation

Type of Construction / Project Activity Table

TYPE A

Inspection and Non-Invasive Activities

Includes, but is not limited to:

-Removal of ceiling tiles for visual inspection limited to 20 Ln Ft tile per 160 sq. ft. space.

-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.

-Patching walls - not exceeding 8 sq. ft.

TYPE B

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.

-Patching walls - exceeding 8 sq. ft.

TYPE C

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

Includes, but is not limited to:

-Sanding of walls for painting or wall covering exceeding 32 sq. ft., or vacant areas.

-Removal of floor coverings, ceiling tiles and casework.

-New wall construction -Uncontained duct, HVAC or electrical work above ceilings.

-Major cabling activities.

-Any other project where high levels of dust are generated.

TYPE D

Major demolition and construction projects

Includes, but is not limited to:

-Activities that require consecutive work shifts -Requires heavy demolition or removal of a complete cabling system.

-New Construction.

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Abbreviations, Legends and ICRA Requirements jhtjht A00003/04/15

FOR ALL WORK ON 1ST FLOOR

CONSTRUCTION TYPE: C

PATIENT RISK GROUP: MEDIUM RISK GROUP 2

CLASS OF PRECAUTION: CLASS II

FOR ALL WORK ON BASEMENT FLOOR

CONSTRUCTION TYPE: C

PATIENT RISK GROUP: LOW RISK GROUP 1

CLASS OF PRECAUTION: CLASS II

FOR ALL WORK ON 3RD FLOOR

CONSTRUCTION TYPE: C

PATIENT RISK GROUP: LOW RISK GROUP 1

CLASS OF PRECAUTION: CLASS II

FOR ALL WORK ON 2ND FLOOR

CONSTRUCTION TYPE: D

PATIENT RISK GROUP: HIGH RISK GROUP 4

CLASS OF PRECAUTION: CLASS IV

ACT

ADA

AFF

ATH

BRG

CC

CFCI

CFOI

CG

CI

CL

CLG

COL

CONC

CONT

CORR

CPT

CT

CR

DWGS

ELEC

ELEV

ETR

EWC

EXP

EXST

FEC

FIN

FO

FOF

FOS

FRL

GL

GPDW

GR

GSF

GWB

HDWR

HDW

HR

HT

L

LVT

MAT

MAX

MECH

MTG

MTL

NIC

NSF

OC

OD

ACOUSTICAL TILE

AMERICANS WITH DISABILITIES ACT

ABOVE FINISH FLOOR

ALUMINUM THRESHOLD

BRIDGING

CUBICLE CURTAIN

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CONTRACTOR FURNISHED OWNER

INSTALLED

CORNER GUARD

CONTINUOUS INSULATION

CENTERLINE

CEILING

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CARPET TILE

CERAMIC TILE

CHAIR RAIL

DRAWINGS

ELECTRIC(AL)

ELEVATOR

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXPOSED

EXISTING

FIRE EXTINGUISHER CABINET

FINISH(ED)

FACE OF

FACE OF FINISH

FACE OF STEEL

FIBER REINFORCED LAMINATE

GLASS TILE

GEORGIA PACIFIC DRYWALL

GROUT

GROSS SQUARE FOOTAGE

GYPSUM WALLBOARD

HARDWARE

HARDWARE

HOUR

HEIGHT

LENGTH

LUXURY VINYL TILE

CARPET MAT

MAXIMUM

MECHANICAL

MOUNTING

METAL

NOT IN CONTRACT

NET SQUARE FOOTAGE

ON CENTER

OVERFLOW DRAIN

OFCI

OFOI

PCF

PLAM

PNT

PT

PTD

R

RA

RB

RD

RF

RO

RTU

SC

SCHED

SHGC

SIM

SPMR

SS

STOR

STRUCT

SUSP.

SV

T

TLT

TPO

TOS

TYP

UON

VB

VCT

VERT

VWC

W/

WG

W/O

WP

WS

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED OWNER

INSTALLED

POUNDS PER CUBIC FOOT

PLASTIC LAMINATE

PAINT

PORCELAIN TILE

PAINTED

RISER

RETURN AIR

RUBBER BASE

ROOF DRAIN

RUBBER FLOOR TILE

ROUGH OPENING

ROOF TOP UNIT

SEALED CONCRETE

SCHEDULE

SOLAR HEAT GAIN COEFFICIENT

SIMILAR

SINGLE PLY MEMBRANE ROOFING

SOLID SURFACE

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

TREAD

TOILET

THERMOPLASTIC POLYOLEFIN

TOP OF STEEL

TYPICAL

UNELSS OTHERWISE NOTED

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VINYL WALL COVERING

WITH

WALL GUARD

WITHOUT

WALL PANEL

WAINSCOT

AT

ANGLE

CENTER LINE

DIAMETER

ABBREVIATIONS

ø

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

STORAGE

SKY

LIGHT

STORAGE

SKY

LIGHT

UPUP

UP UP

XXX SF

X

XXX XXX

OCCUPANT LOAD TAG

ROOM AREA

LOAD FACTOR/

OCCUPANT LOAD

USE GROUP

FIRE EXTINGUISHER CABINET

FE

C

EGRESS CAPACITY TAG

XX" DOOR

XX"

INCH/PERSON

XXX PEOPLE

X'-XX"

MAX TRAVEL DISTANCE

REQUIRED EXIT E

LIFE SAFETY LEGEND

E

HE

E

99'-4"184'-0"

HE

E E

FEC

FEC

FEC

FEC

OPEN TO BELOW

EXISTING

2 HR

WALL

EXISTING 2 HR WALL

EXTERIOR WALL

EXISTING 4" CMU WALL

NEW 2HR RATED PARTITION

ROOF ACCESS

CORRIDOR SMOKE PARTITION

1 HOUR FIRE PARTITION

SMOKE BARRIER

2 HOUR FIRE PARTITION

2 HOUR FIRE/SMOKE BARRIER

WALL LEGEND

1 HOUR/SMOKE BARRIER

LIFE SAFETY PLAN LEGEND

E

FEC

EXIT

FIRE EXTINGUISHER CABINET

114'-0" TRAVEL DISTANCE TO EXIT

88' - 11" TRAVEL DISTANCE TO SUITE EXIT

HE HORIZONTAL EXIT

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

BUILDING REGULATION DATA

IBC 2012

USE GROUP

I2: INSTITUTIONAL

CONSTRUCTION TYPE TABLE 601

TYPE 1A FULLY SPRINKLERED

STRUCTURAL FRAME: 3 HOURS

BEARING WALLS: 3 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 1/2 HOURS

BUILDING AREA AND HEIGHTS TABLE 503

UNLIMITED

HAZARDOUS AREAS TABLE 509

WASTE AND LINEN COLLECTION ROOMS IN USE

GROUP I-2 : 1 HOUR

SECTION 407 GROUP I-2

TRAVEL DISTANCE MAX 200'x0" TO BARRIER DOOR.

407.3 CORRIDOR WALL CONSTRUCTION

CORRIDOR WALLS SHALL BE CONSTRUCTED AS

SMOKE PARTITIONS

407.5 SMOKE BARRIERS

SMOKE BARRIERS SHALL BE PROVIDED TO

SUBDIVIDE EVERY STORY INTO NO FEWER THAN 2

AN AREA OF NO MORE THAN 22,500 SF.

SMOKE BARRIER DOOR TABLE 716.5

1/3 HOUR

MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2

B: 200 FEET WITH SPRINKLER SYSTEM

SECTION 1015 : EXIT AND EXIT ACCESS

DOORWAYS

TWO EXITS ARE REQUIRED SEPARATION

DISTANCE 1/2 THE DIAGONAL WITH SPRINKLER

SYSTEM

EGRESS WIDTH

10053.1 STAIRWAYS CAPACITY IS OCCUPANT

LOAD x .2 INCHES

10053.2 CORRIDORS CAPACITY IS OCCUPANT

LOAD x .15 INCHES

MINIMUM CORRIDOR WIDTH TABLE 1018.2

44 INCHES

96 INCHES GROUP I-2 WHERE REQUIRED FOR

BED MOVEMENT

SHAFT ENCLOSURE 713.4

SHAFT SHALL HAVE FIRE-RESISTANT ROOFING

OF NOT LESS THAN 1 HOUR WHEN

CONNECTING LESS THAN 4 STORIES.

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

CHAPTER 43 BUILDING REHABILITATION

CONSTRUCTION TYPE TABLE 19.1.6.1

TYPE 1 (332) NFPA 220 2015 EDITION

BEARING ALLS 3 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 1/2 HOURS

NUMBER OF STORIES

UNLIMITED

HAZARDOUS AREA PROTECTION TABLE

18.3.2.1

ROOMS WITH SOILED LINEN IN VOLUME

GREATER THAN 64 GAL: 1 HOUR

STORAGE ROOMS GREATER THAN 50 SF

AND LESS THAN 100 SF STORING

COMBUSTIBLE MATERIAL PROVIDE

STORAGE ROOMS GREATER THAN 100 SF W/

COMBUSTIBLE MATERIAL: 1 HOUR

ROOMS WITH COLLECTING TRASH IN

VOLUME EXCEEDING 64 GAL: 1 HOUR

CONSTRUCTION OF CORRIDOR HALLS

18.3.6.2.3

CORRIDOR WALLS SHALL FORM A BARRIER

TO BLOCK THE TRANSFER OF SMOKE

SUB DIVISION OF BUILDING SPACE 18.3.7

EVERY STORY OF AMBULATORY

HEALTHCARE FACILITY SHALL DIVIDE INTO

NOT LESS THAN 2 SMOKE COMPARTMENTS

NOT EXCEEDING 22,500SF

TRAVEL DISTANCE FROM ANY POINT TO

REACH SMOKE BARRIER DOOR : 200'-0"

SMOKE BARRIER DOOR EXHIBIT 18/19.90

DOORS IN SMOKE BARRIERS SHALL BE NO

LESS THAN 1-3/4" SELF CLOSING.

LATCHING HARDWARE NOT REQUIRED

18.3.7.8

NFPA 101 2012

INTERNATIONAL BUILDING CODE (IBC 2012)

NFPA-101 LIFE SAFETY CODE (2012)

NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION (2012)

NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2012)

NFPA-70 NATIONAL ELECTRIC CODE (2008)

NFPA-101 LIFE SAFETY CODE (2012) CHAPTER 43.6 RECONSTRUCTION

APPLICABLE CODES AND STANDARDS:

MEANS OF EGRESS

TRAVEL DISTANCE TO EXIT 18.2.6.2.1

TRAVEL DISTANCE SHALL NOT EXCEED 200

FEET WITH SPRINKLER SYSTEM

NUMBER OF MEANS OF EGRESS 18.2.4.2

NOT LESS THAN 2

SEPARATION DISTANCE NOT LESS THAN 1/3 THE

DIAGONAL 7.5.1.3.3

EGRESS WIDTH TABLE 7.3.3.1

STAIRWAYS : OCCUPANCY LOAD x 3 INCHES CORRIDORS : OCCUPANCY LOAD x .2 INCHES

CAPACITY OF MEANS OF EGRESS 18.2.3.4

SHALL NOT BE LESS THAN 8' CLEAR

18.2.3.4 (1) MINIMUM WIDTH OF 44 INCHES IN

NON PATIENT AREAS

SHAFT 8.6.5 ITEM 2

SHAFTS LESS THAN 4 STORIES SHALL HAVE 1-

HOUR FIRE BARRIER.

FINISH REQUIREMENTS (NFPA 101 10.2.2):

EXIT ENCLOSURES/EXIT PASSAGEWAYS:

CLASS A OR B

EXIT ACCESS CORRIDORS & OTHER EXIT

WAYS: CLASS A OR B

ROOMS & ENCLOSED SPACES: CLASS A, B,

OR C

FLOORS IN EXIT ENCLOSURES, EXIT

PASSAGEWAYS AND CORRIDORS

(OTHER THAN WOOD, VINYL, LINOLEUM, AND

RESILIENT FLOORS

W/O FIBER MATERIALS): CLASS I OR II

FIRE PROTECTION:

AUTOMATIC SPRINKLER SYSTEMS: FULLY

SPRINKLERED

PORTABLE FIRE EXTINGUISHERS (NFPA 10):

CLASS ABC TYPE, MIN RATING 2-A

WHERE INDICATED ON LIFE SAFETY PLAN

MAXIMUM TRAVEL DISTANCE: 75'

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Life Safety Second Floor Plan jhtjht

LS102.110/18/12

1/16" = 1'-0"

SECOND FLOOR -LIFE SAFETY PLAN

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

TR #

A263B

TLT

SURGERY

SKY

LIGHT

S

TR #

A263B

TLT

SURGERY

SKY

LIGHT

N

20x10 RG

8" AFF

975 CFM

(LOW)

20x10 RG

8" AFF

975 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

20x10 RR

1200 CFM

(LOW WALL)

20x10 RR

1200 CFM

(LOW WALL)

18x12 RR

1340 CFM

(LOW WALL)

20x10 RR

1115 CFM

(LOW WALL)

20x10 RR

1110 CFM

(LOW WALL)

16x12 RR

1015 CFM

(LOW WALL)

18x12 RR

1335 CFM

(LOW WALL)

16x12 RR

1015 CFM

(LOW WALL)

14x14 RR

1020 CFM

(LOW WALL)

18x10 RR

1100 CFM

(LOW WALL)

16x12 RR

1100 CFM

(LOW WALL)

UP UP

STORAGESTORAGE

N

20x10 RG

8" AFF

975 CFM

(LOW)

20x10 RG

8" AFF

975 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

20x10 RR

1200 CFM

(LOW WALL)

20x10 RR

1200 CFM

(LOW WALL)

18x12 RR

1340 CFM

(LOW WALL)

20x10 RR

1115 CFM

(LOW WALL)

20x10 RR

1110 CFM

(LOW WALL)

16x12 RR

1015 CFM

(LOW WALL)

18x12 RR

1335 CFM

(LOW WALL)

16x12 RR

1015 CFM

(LOW WALL)

14x14 RR

1020 CFM

(LOW WALL)

18x10 RR

1100 CFM

(LOW WALL)

16x12 RR

1100 CFM

(LOW WALL)

UPUP

UP UP

9742 SF

SMOKE ZONE 3

9975 SF

SMOKE ZONE 2

9099 SF

SMOKE ZONE 4

SMOKE ZONE LEGEND

SMOKE ZONE 1

SMOKE ZONE 2

SMOKE ZONE 3

SMOKE ZONE 4

13484 SF

SMOKE ZONE 1

CORRIDOR SMOKE PARTITION

1 HOUR FIRE PARTITION

SMOKE BARRIER

2 HOUR FIRE PARTITION

2 HOUR FIRE/SMOKE BARRIER

WALL LEGEND

SUITES INFORMATION

SUITES 18.2.5.7.1

SUITE SEPERATION SHALL BE CONSTRUCTED IN ACCORDANCE IN 18.3.6.2 - CORRIDOR WALLS.

PATIENT CARE NON SLEEPING SUITES MAXIMUM SIZE 10,000 SF. (18.2.5.7.3)

NON SLEEPING SUITES REQUIRE 2 EXIT ACCESS DOORS IF MORE THAN 2500 SF (18.2.5.7.3.2)

ONE MEANS OF EGRESS SHALL BE DIRECT TO A CORRIDOR OR AN EXIT STAIR.

ONE MEANS OF EGRESS SHALL BE PERMITTED TO BE INTO ANOTHER SUITE.

TRAVEL DISTANCE WITHIN A NON SLEEPING TO AN EXIT ACCESS SHALL NOT EXCEED 100 FEET (18.2.5.7.3.4A)

TRAVEL DISTANCE WITHIN A NON SLEEPING SUITE TO AN EXIT SHALL NOT EXCEED 200 FEET (18.2.5.7.3.4.B)

NFPA 101-2012 LIFE SAFETY PLAN LEGEND

E

FEC

EXIT

FIRE EXTINGUISHER CABINET

114'-0" TRAVEL DISTANCE TO EXIT

88' - 11" TRAVEL DISTANCE TO SUITE EXIT

HE HORIZONTAL EXIT

6639 SF

SUITE 1

3740 SF

SUITE 2

SUITE LEGEND

SUITE 1

SUITE 2

E

99'-4"184'-0"

HE

E

HE

E

98'-6"

78'-2"

90'-8"

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Smoke and Suite Plans jhtjht

LS102.210/09/14

1/16" = 1'-0"

SMOKE ZONES - SECOND FLOOR

1/16" = 1'-0"

SUITE PLANS - SECOND FLOOR

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

1 1

GENERAL DEMOLITION NOTES

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL

ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS,

AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A

COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR

REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• PROTECT ALL EXISTING AND NEW WORK FROM WATER INFILTRATION DURING

CONSTRUCTION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING

CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE

AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING,

MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS

APPURTENANCES ON EXISTING WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY

CLEANED AND STRIPPED OF WAX IN ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE

NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE

PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK

IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD

NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT

REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING ADJACENT SURFACES AND READY

TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF

CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE

CONTRACTOR SHALL STOP WORK IN THAT AREA IMMEDIATELY AND NOTIFY THE COR.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE

CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE

SURFACE ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE

CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND

TRUE SURFACE ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE

CONTRACTOR SHALL LEVEL FLOOR AREAS WITH CONCRETE AS REQUIRED TO BE LEVEL WITH

ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE

REMOVED BY THE CONTRACTOR AND TURNED OVER TO THE COR.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY

UNLESS INDICATED OTHERWISE. DEMOLITION SHALL INCLUDE BACKINGS, MASTIC AND

GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO PREPARE THE MATERIAL FOR

NEW WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY

UNLESS OTHERWISE NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE

COR.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND

REWORKED WITH NEW CEILING SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES

SCHEDULES - BY CONTRACTOR.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST

TO 2ND = 12'-10 5/8", 2ND TO 3RD = 11'-9 1/4".

• SEE THE S700 SERIES FOR PHOTOGRAPHS OF DEMOLITION WORK REQUIRED AROUND

COLUMNS AND FOOTING

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER

DRAWINGS FOR DEMOLITION INFORMATION PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA WALL INFORMATION SEE SHEETS ICRA-102.1 AND ICRA-102.2.

• SALVAGE ALL EXISTING NURSE CALLS, SMOKE DETECTORS AND SPEAKERS REQUIRED TO

BE REMOVED FOR NEW WORK.

2 2 2

FLOOR PLAN DEMOLITION NOTES

1. REMOVE WALL AROUND COLUMN AS REQUIRED TO INSTALL NEW REINFORCEMENT AROUND COLUM. SEE STRUCTURAL

DRAWINGS.

2. REMOVE CEILING AS REQUIRED TO INSTALL NEW REINFORCEMENT AROUND COLUMNS.

3. REMOVE EXISTING COMPUTER FLOOR AS REQUIRED TO UPGRADE COLUNS. REINSTALL FLOORING WHEN WORK IS

COMPLETED.

4. SALVAGE EXISTING DOOR. RELOCATED IN NEW WORK DRAWING.

5. ICRA TEMPORARY FULL HEIGHT PARTITION. DEMOLITON AFTER THE COMPLETION OF NEW WORK.

*** FLOOR PLAN DEMOLITION NOTES APPLY TO THIS SHEET ONLY ***

FLOOR PLAN NEW WORK NOTES

1. EXTEND EXISTING WALL AND PLACE SALVAGED DOOR WHERE LOCATED.

2. COLUMN REINFORCING, SEE STRUCTURAL DRAWINGS.

3. ICRA TEMPORARY FULL HEIGHT PARTITION. DEMOLITON AFTER THE COMPLETION OF NEW WORK.

*** FLOOR PLAN DEMOLITION NOTES APPLY TO THIS SHEET ONLY ***

GENERAL NEW WORK NOTES

• CONTRACTOR TO MATCH EXISTING FINISHES AFTER COLUMN REINFORCEMENT IS COMPLETE.

• ALL NEW WORK SHOWN ON THIS SHEET PERTAINS TO ARCHITECTURAL WORK ONLY. SEE OTHER DISCIPLINES DRAWINGS

FOR MORE INFORMATION.

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Demolition and New Work Plans

- Basement jhtjht

AD100B02/20/15

1/8" = 1'-0"

DEMOLITION PLAN BASEMENT

1/8" = 1'-0"

NEW WORK PLAN - BASEMENT

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

9 TYP.

FLOOR PLAN DEMOLITION

NOTES

1. ICRA TEMPORARY FULL HEIGHT PARTITION. DEMOLITON AFTER THE COMPLETION OF NEW WORK.

2. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY. MODIFY FRAME TO FIT IN NEW OPENING.

NEW WINDOW TO MATCH EXISTING MATERIAL AND FINISH.

3. REMOVE DOOR AND RETAIN FOR REUSE.

4. REMOVE EXISTING CEILING.

5. REMOVE EXISTING SKYLIGHT IN ITS ENTIRETY. MAINTAIN WATER TIGHT CONDITION.

6. REMOVE WALL AROUND COLUMN AS REQUIRED TO INSTALL NEW REINFORCING AROUND COLUMN.

SEE STRUCTURAL DRAWINGS.

7. EXISTING PARTITION IS REINFORCED CMU. REMOVE PORTION ABOVE CEILING AS REQUIRED TO

INSTALL NEW WORK. REINSTALL NEW REINFORCED CMU TO DECK ABOVE TO MATCH EXISTING.

8. EXISTING WALL IS 2-HOUR RATED. REINSTALL TO MATCH EXISTING RATING AND FIRE SEAL ALL

PENETRATIONS.

9. NEW STEEL STRUCTURE ABOVE.

*** FLOOR PLAN DEMOLITION NOTES APPLY TO THIS SHEET ONLY ***

-EXTENTS OF EXISTING CEILING DEMOLITION. NEW

WORK TO MATCH EXISTING UNLESS OTHERWISE

NOTED.

FIRST FLOOR DEMOLITION LEGEND

INDICATES ABOVE STRUCTURAL UPGRADES. GENERAL INTENT

IS TO REMOVE CEILINGS AND PORTION OF WALL THAT

EXTENDS ABOVE CEILING, AS REQUIRED TO INSTALL NEW

STRUCTURE. EXISTING WALLS SHALL BE REINSTALLED TO

PREVIOUS CONDITIONS AND NEW ACT CEILING OR GWB

CEILING SHALL BE INSTALLED UNLESS OTHERWISE NOTED.

GENERAL DEMOLITION NOTES

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE START OF

CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING WALLS TO BE

PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND STRIPPED OF WAX IN

ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR

NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING ADJACENT SURFACES AND READY

TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS

WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND TURNED

OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO PREPARE THE MATERIAL FOR NEW

WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY CONTRACTOR.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST TO 2ND = 12'-10 5/8", 2ND TO 3RD = 11'-9 1/4".

• SEE THE S700 SERIES FOR PHOTOGRAPHS OF DEMOLITION WORK REQUIRED AROUND COLUMNS AND FOOTING

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION INFORMATION

PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA WALL INFORMATION SEE SHEETS ICRA-102.1 AND ICRA-102.2.

13 14 15 16 17 18

N

M

K

J

H

G

F

12 19

L

H.6

11109

E

D

KEY PLAN

PLAN NORTH

ACTUA

L

NORTH

PROJECT LIMITS / PHASE

ELEVATORS

STAIRS

PARTIAL BUILDING

FOOTPRINT

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Demolition Plan - First Floor jasjht

AD10102/25/15

1/8" = 1'-0"

DEMOLITION PLAN - FIRST FLOOR

NTSAD101

3 WINDOW DEMOLITION

WINDOW TO BE DEMOLISHED. REPLACE

WITH NEW WINDOW, MATIERLA AND

FINISHES TO MATCH EXISTING. ADJUST

WIDTH OF WINDOW TO FIT NEW

OPENING.

REMOCE UPLIGHTS BELOW DEMOLISHED

SKYLIGHT.

MATCH EXISTING DIFFUSER AND LIGHT

LAYOUT IN LOWER SOFFIT NEW WORK

CEILING PLAN.

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

DB283

8 4

8 4

8 4

4 8

4 8

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

DEMOLITION NOTES

1. REMOVE DOOR, FRAME, AND HARDWARE AND TURN OVER TO COR.

2. REMOVE EXISTING WALL IN ITS ENTIRETY.

3. REMOVE BLANKET WARMER IN ITS ENTIRETY AND RETAIN FOR USE IN NEW WORK.

4. REMOVE EXISTING PRECAST AS NECESSARY TO DO NEW WORK. REMOVE IN ITS ENTIRITY TO NEAREST

JOINT.

5. REMOVE EXISTING STAINLESS STEEL AND GLASS CABINET UNIT COMPLETE. SALVAGE AND TURN OVER TO

COR.

6. REMOVE PLUMBING EQUIPMENT AND ACCESSORIES IN ITS ENTIRETY.

7. REMOVE STAINLESS STEEL CORNER GUARDs IN THEIR ENTIRETY WITHIN THE CORRIDOR.

8. REMOVE EXISTING BRICK.

9. REMOVE ENTIRE EXISTING PRECAST PANEL AS NEEDED TO INSTALL NEW WORK.

10. REMOVE EXISTING ROOF AND INSULATION IN ITS ENTIRETY. MAINTAIN WATER TIGHT CONDITION.

11. REMOVE EXISTING MECHANICAL GRAVITY VENT. RETAIN FOR REUSE. SEE SHEET A300.

12. REMOVE EXISTING SKYLIGHT IN ITS ENTIRETY. MAINTAIN WATER TIGHT CONDITION

13. REMOVE EXISTING EXPANSION JOINT IN ITS ENTIRETY.

14. REMOVE EXISTING STORE FRONT IN ITS ENTIRETY.

15. REMOVE EXISTING CONC CURB IN ITS ENTIRETY.

16. REMOVE EXISTING PRE CAST PANEL AND ALUM WINDOWS IN ITS ENTIRETY.

17. REMOVE PORTION OF EXISTING CONCRETE BEAM ALONG GRID NUMBER 16 BETWEEN COLUMN GRID L & K.

NEW TOP OF BEAM TO MATCH EXISTING SECOND FLOOR ELEVATION. SEE STRUCTURAL DRAWINGS FOR

MORE INFORMATION.

18. SALVAGE EXISTING STAIR AND SUPPORTS IN THEIR ENTIRETY. STAIR TO BE RELOCATED IN NEW WORK.

PATCH EXISTING ROOF AS NECESSARY.

19. REMOVE EXISTING CMU UP TO PRECAST BEAM ABOVE. REMOVE BRICK AS NEEDED TO INSTALL NEW

WORK.

*** DEMOLITION NOTES APPLY TO SHEETS AD102.1 AND AD102.2 ***

GENERAL DEMOLITION NOTES

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE START OF

CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING WALLS TO BE

PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND STRIPPED OF WAX IN

ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR

NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING ADJACENT SURFACES AND READY

TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS

WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND TURNED

OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO PREPARE THE MATERIAL FOR NEW

WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY CONTRACTOR.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST TO 2ND = 12'-10 5/8", 2ND TO 3RD = 11'-9 1/4".

• SEE THE S700 SERIES FOR PHOTOGRAPHS OF DEMOLITION WORK REQUIRED AROUND COLUMNS AND FOOTING

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION INFORMATION

PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA WALL INFORMATION SEE SHEETS ICRA-102.1 AND ICRA-102.2.

DEMOLITION SCHEDULE NOTES

1. REMOVE WALLS ONLY AS INDICATED ON PLAN. EXISTING GWB TO REMAIN ON WALLS INDICATED TO

REMAIN.

2. REMOVE FINISHES ONLY AS REQUIRED TO ACCOMODATE NEW WORK.

3. NO WORK ANTICIPATED THIS ROOM.

4. REMOVE CEILING TO INSTALL NEW MECHANICAL WORK.

5. MINIMAL WORK THIS ROOM, PATCH ESITING FINISHINS AS REUIRED TO INSTALL NEW WORK.

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Demolition Plan - Second & Third Floors - Phase 1 jasjht

AD102.110/14/14

1/8" = 1'-0"

DEMOLITION PLAN - SECOND FLOOR - PHASE 1

DEMOLITION SCHEDULE - PHASE 1 & 2

*** FINISHES LISTED IN THIS SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

D213 SV SV CT PTD GWB 1

D213A VCT RB PTD GWB ACT -

D213B SV SV PTD GWB ACT 1

DB205 ETR ETR ETR ETR 1

DB206 SV SV CT ACT 1

DB207 SV SV CT PTD GWB 1

DB207A SV SV CMU BLOCK ACT 1

DB207B SV SV CMU BLOCK ACT 1

DB209 SV SV CMU BLOCK ACT 1,2

DB211 SV SV CT PTD GWB -

DB212 SV SV CT PTD GWB -

DB214 SV SV CT PTD GWB -

DB215 SV SV CT PTD GWB 1

DB217 ETR ETR ETR ACT 3

DB217A ETR ETR ETR ACT 3

DB218B ETR ETR ETR ETR 3

DB220A ETR ETR ETR ETR 5

DB221 SV SV ETR ACT 1

DB221A ETR ETR ETR ACT 4

DB221B ETR ETR ETR ACT 4

DB222 SV SV ETR ACT 1

DB283 VCT RB PTD GWB ACT

DC2-B1 ETR ETR ETR ETR 1

DC2-B2 SV SV CT ACT _

DC2-B3 SV SV CT ACT 1

DC2-B4 SV SV CT ACT 1

DS-3 ETR ETR ETR ETR 3

NTSAD102.1

2 SECOND AND THIRD FLOOR DEMOLITION 3D VIEW - PHASE 1

TYP

TYP

TYP

TYP

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

DB206

D207B

DB207A

DS-3

DB209

DC2-B3

DB207

DB211

D213A D213B

D213DB212

DB214

DB215

DC2-B5

DC2-B4

DC2-B2

DB221 DB217A

DB221A

DB222DB281B

DB220A

DB205

DC2-B1

DB217

PHASE 1

PHASE 2

ETR

FINISHES TO BE

REMOVED

E T

R

F

IN

IS

H

E S

T O

B E

R

M

O V

E D

ETRFINISHES TO BE REMOVED

DB221B DEMOLITION NOTES

1. REMOVE DOOR, FRAME, AND HARDWARE AND TURN OVER TO COR.

2. REMOVE EXISTING WALL IN ITS ENTIRETY.

3. REMOVE BLANKET WARMER IN ITS ENTIRETY AND RETAIN FOR USE IN NEW WORK.

4. REMOVE EXISTING PRECAST AS NECESSARY TO DO NEW WORK. REMOVE IN ITS ENTIRITY TO NEAREST

JOINT.

5. REMOVE EXISTING STAINLESS STEEL AND GLASS CABINET UNIT COMPLETE. SALVAGE AND TURN OVER TO

COR.

6. REMOVE PLUMBING EQUIPMENT AND ACCESSORIES IN ITS ENTIRETY.

7. REMOVE STAINLESS STEEL CORNER GUARDs IN THEIR ENTIRETY WITHIN THE CORRIDOR.

8. REMOVE EXISTING BRICK.

9. REMOVE ENTIRE EXISTING PRECAST PANEL AS NEEDED TO INSTALL NEW WORK.

10. REMOVE EXISTING ROOF AND INSULATION IN ITS ENTIRETY. MAINTAIN WATER TIGHT CONDITION.

11. REMOVE EXISTING MECHANICAL GRAVITY VENT. RETAIN FOR REUSE. SEE SHEET A300.

12. REMOVE EXISTING SKYLIGHT IN ITS ENTIRETY. MAINTAIN WATER TIGHT CONDITION

13. REMOVE EXISTING EXPANSION JOINT IN ITS ENTIRETY.

14. REMOVE EXISTING STORE FRONT IN ITS ENTIRETY.

15. REMOVE EXISTING CONC CURB IN ITS ENTIRETY.

16. REMOVE EXISTING PRE CAST PANEL AND ALUM WINDOWS IN ITS ENTIRETY.

17. REMOVE PORTION OF EXISTING CONCRETE BEAM ALONG GRID NUMBER 16 BETWEEN COLUMN GRID L & K.

NEW TOP OF BEAM TO MATCH EXISTING SECOND FLOOR ELEVATION. SEE STRUCTURAL DRAWINGS FOR

MORE INFORMATION.

18. SALVAGE EXISTING STAIR AND SUPPORTS IN THEIR ENTIRETY. STAIR TO BE RELOCATED IN NEW WORK.

PATCH EXISTING ROOF AS NECESSARY.

19. REMOVE EXISTING CMU UP TO PRECAST BEAM ABOVE. REMOVE BRICK AS NEEDED TO INSTALL NEW

WORK.

*** DEMOLITION NOTES APPLY TO SHEETS AD102.1 AND AD102.2 ***

GENERAL DEMOLITION NOTES

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE START OF

CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING WALLS TO BE

PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND STRIPPED OF WAX IN

ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR

NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING ADJACENT SURFACES AND READY

TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS

WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND TURNED

OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO PREPARE THE MATERIAL FOR NEW

WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY CONTRACTOR.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST TO 2ND = 12'-10 5/8", 2ND TO 3RD = 11'-9 1/4".

• SEE THE S700 SERIES FOR PHOTOGRAPHS OF DEMOLITION WORK REQUIRED AROUND COLUMNS AND FOOTING

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION INFORMATION

PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA WALL INFORMATION SEE SHEETS ICRA-102.1 AND ICRA-102.2.

PROJECT LIMITS

/ PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

DEMOLITION SCHEDULE NOTES

1. REMOVE WALLS ONLY AS INDICATED ON PLAN. EXISTING GWB TO REMAIN ON WALLS INDICATED TO

REMAIN.

2. REMOVE FINISHES ONLY AS REQUIRED TO ACCOMODATE NEW WORK.

3. NO WORK ANTICIPATED THIS ROOM.

4. REMOVE CEILING TO INSTALL NEW MECHANICAL WORK.

5. MINIMAL WORK THIS ROOM, PATCH ESITING FINISHINS AS REUIRED TO INSTALL NEW WORK.

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY

08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING,

INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510 Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Demolition Plan - Second Floor

- Phase 2 jasjht

AD102.203/05/15

1/8" = 1'-0"

DEMOLITION PLAN - SECOND FLOOR - PHASE 2

DEMOLITION SCHEDULE - PHASE 1 & 2

*** FINISHES LISTED IN THIS SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

D213 SV SV CT PTD GWB 1

D213A VCT RB PTD GWB ACT -

D213B SV SV PTD GWB ACT 1

DB205 ETR ETR ETR ETR 1

DB206 SV SV CT ACT 1

DB207 SV SV CT PTD GWB 1

DB207A SV SV CMU BLOCK ACT 1

DB207B SV SV CMU BLOCK ACT 1

DB209 SV SV CMU BLOCK ACT 1,2

DB211 SV SV CT PTD GWB -

DB212 SV SV CT PTD GWB -

DB214 SV SV CT PTD GWB -

DB215 SV SV CT PTD GWB 1

DB217 ETR ETR ETR ACT 3

DB217A ETR ETR ETR ACT 3

DB218B ETR ETR ETR ETR 3

DB220A ETR ETR ETR ETR 5

DB221 SV SV ETR ACT 1

DB221A ETR ETR ETR ACT 4

DB221B ETR ETR ETR ACT 4

DB222 SV SV ETR ACT 1

DB283 VCT RB PTD GWB ACT

DC2-B1 ETR ETR ETR ETR 1

DC2-B2 SV SV CT ACT _

DC2-B3 SV SV CT ACT 1

DC2-B4 SV SV CT ACT 1

DS-3 ETR ETR ETR ETR 3

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

STORAGE

SKY

LIGHT

20x10 RG

8" AFF

975 CFM

(LOW)

20x10 RG

8" AFF

975 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

18x10 RG

8" AFF

940 CFM

(LOW)

18x12 RR

1340 CFM

(LOW WALL)

20x10 RR

1115 CFM

(LOW WALL)

18x10 RR

1100 CFM

(LOW WALL)

16x12 RR

1100 CFM

(LOW WALL)

9 8 5

4 7

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

GENERAL PHASING NOTES

-SEE SHEET A000 FOR ICRA MATRIX AND REQUIREMENTS

-THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND COMMUNICATIONS AS REQUIRED TO SUPPORT TEMPORARY RELOCATED EQUIPMENT AND MAINTAIN OPERATIONS IN AREAS NOT UNDER CONSTRUCTION.

-THE CONTRACTOR SHALL COORDINATE WORK OUTSIDE THE AREA UNDER CONSTRUCTION WITH THE COR. NOTE THAT

WORK MAY NEED TO BE PERFORMED AT NIGHT.

-THE CONTRACTOR SHALL COORDINATE WITH THE COR THE SCHEDULING OF ALL INTERRUPTIONS IN SERVICES

REQUIRED BY THIS PROJECT.

-THE CONTRACTOR SHALL MAINTAIN THE EXISTING WEATHERTIGHT CONDITION THROUGHOUT THE CONSTRUCTION

PERIOD AND REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION OPERATIONS.

-THE CONTRACTOR SHALL PROVIDE TEMPORARY DIRECTIONAL SIGNS FOR EACH PHASE OF THE CONSTRUCTION

PROJECT TO BE LOCATED AS DIRECTED BY THE COR.

-TEMPORA…