36C24618R0135-012.pdf

A

AAP

AB

ACFL

ACOUS

ACT

AD

ADD

ADDL

ADJ

ADJ

ADMIN

AFF

AHU

AL

ALT

ALUM

AM

AMEND

ANES

ANUN

AP

APC

APROX

ARCH

AUTO

AWT

BA

BACT

BASS

BBD

BC

BD

BFE

BG

BIT

BKT

BLDG

BLKG

BLT

BLW

BM

BO

BOF

BOT

BPC

BPG

BR

BRG

BRL

BSMT

BTWN

BUR

C

C DISP

CAB

CANTL

CAP

CAT

CBD

CCT

CCTV

CD

CD

CG

CH

CHEM

CJT

CL

CL

CLG

CLR

CM

CMU

CO

CO

CO2

COL

COMB

CONC

CONF

CONN

CONST

CONT

CONTR

COORD

CORR

CPT

CT

CT

CTR

CTSK

CUH

CV

CW

CW

CYL

CYSTO

D

DEMO

DEPR

DEPT

DET

DF

DIA

DIAG

DICT

DIFF

DIM

DIR

DISP

DIST

DIV

DIW

DJT

DN

DP

DP

DR

DR

DS

DSW

DW

DWG

DWLS

E

EC

ECG

EEG

EENT

EF

EIFS

EJ

EL

ELEC

ELEV

EMERG

EMG

ENCL

ENT

ENTR

EO

EP

EQ

EQUIP

ES

ETR

EWC

EXA

EXC

EXH

EXIST

EXP

EXT

AND

AIR (CLINICAL)

ALARM ANNUNCIATOR PANEL

ANCHOR BOLT

ACCESS

ACOUSTICAL

ACOUSTICAL CEILING TILE

AREA DRAIN

ADDENDUM

ADDITIONAL

ADJUST/ ABLE

ADJACENT

ADMINISTRATION

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ALIGN

ALTERNATE

ALUMINUM

ANESTHESIA MONITOR

AMENDMENT

ANESTHESIOLOGY

ANNUNCIATOR

ACCESS PANEL

ARCHITECTURAL PRECAST CONCRETE

APPROXIMATE

ARCHITECTURAL

AUTOMATIC

ACOUSTICAL WALL TREATMENT

BACTERIOLOGY

BUILDING ACCESSORY\

BASSINET

BULLETIN BOARD

BRICK COURSES

BOARD

BOTTOM FOOTING ELEVATION

BUMPER GUARD

BITUMINOUS

BRACKET

BUILDING

BLOCKING

BORROWED LIGHT

BELOW

BEAM

BY OWNER

BY OWNER FUTURE

BOTTOM

BED PAN CABINET

BLOOD PRESSURE GAUGE

BRICK

BEARING

BRICK LEDGE

BASEMENT

BETWEEN

BUILT-UP ROOFING

CHANNEL

CUP DISPENSER

CABINET

CANTILEVER

CAPACITY

CATEGORY

CHALKBOARD

CUBICLE CURTAIN TRACK

CLOSED CIRCUIT TELEVISION

COLLING DOOR

COLLING GRILLE

CORNER GUARD

COAT HOOK

CHEMISTRY

CONTROL JOINT

CENTER LINE

CLASS

CEILING

CLEAR

CONSTRUCTION MANAGER

CONCRETE MASONRY UNIT

CLEAN OUT

CASED OPENING

CARBON DIOXIDE

COLUMN

COMBINATION/-ED

CONCRETE

CONFERENCE

CONNECT/-ED./-!ON

CONSTRUCTION

CONTINUE/OUS

CONTRACT/OR

COORDINATE

CORRIDOR

CARPET

CERAMIC TILE

CAT SCAN

CENTER

COUNTERSUNK

CABINET UNIT HEATER

CARDIOVASCULAR

CURTAIN WALL

COLD WATER

CYLINDER

CYSTOSCOPY

DEPTH OR DEEP

DEMOLITION

DEPRESSION

DEPARTMENT

DETAIL/S

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DICTATION

DIFFUSER

DIMENSION

DIRECTOR

DISPENSER

DISTRIBUTION

DIVISION

DEIONIZED WATER

DUMMY JOINT

DOWN

DEMOUNTABLE PARTITION

DATA PROCESSING

DOOR

DOCTOR

DOWNSPOUT

DISTILLED WATER

DUMBWAITER

DRAWING

DOWELS

EXISTING

ELECTRIC CABINET

ELECTROCARDIOGRAPHY

ELECTROENCEPHALOGRAPHY

EYE EAR NOSE & THROAT

EXHAUST FAN

EXTERIOR INSULATION

AND FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

ELECTROMAYOGRAPHY

ENCLOSURE

EAR NOSE THROAT

ENTRANCE

ELECTRICAL OUTLET

EXPLOSION PROOF

EQUAL

EQUIPMENT

END SECTION

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXHAUST AIR

EXCAVATE/-ED/-ION

EXHAUST HOOD

EXISTING

EXPANSION

EXTERIOR

FA

FB

FBR

FD

FDN

FDV

FE

FEC

FGS

FH

FHC

FHP

FHV

FIN

F!XT

FL

FL

FLASH

FLEX

FLG

FLUOR

FLUORO

FP

FRMG

FRS

FS

FS

FSTOP

FT

FTG

FTR

FURR

FUT

FV

G

GA

GAL

GALV

GB

GB

GC

GEN

GEN

GL

GMU

GR

GYB

GYN

GYPSHTG

H

HB

HD

HDCP

HDR

HOW

HM

HORIZ

HPT

HR

HSKP

HT

HTR

HVAC

HW

HW

HWD

IC

ICCU

ICU

LD

IN

INSUL

INT

ISO

ISOLPP

IV

JAN

JB

JST

JT

KO

L L

LAV

LB

LCD

LF

LIN

KKR

LLH

LLV

LMC

LOC

LPT

LS

LT

LTG

LVR

LWC

M

MAN

MATL

MAX

MBD

MC

MCU

MECH

MED

MEMB

MET

MEZZ

MFR

MGA

MH

MHC

MIN

MIR

MISC

MD

MONO

MPC

MPU

MRI

MTD

MTL

MTR

MULL

NA

NIC

NO

NOM

NRC

NT

NTS

O

OB

OC

OD

OF / CI

OFF

OH

OP

OP

OPER

OPNG

OPP

OR

ORD

ORTHO

OT

FIRE ALARM

FIRE BLANKET

FACE BRICK

FLOOR DRAIN

FOUNDATION

FIRE DEPARTMENT VALVE

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FOAM GASKET SEAL

FIRE HOSE

FIRE HOSE CABINET

FULL HEIGHT PARTITION

FIRE HOSE VALVE

FINISH

FIXTURE

FLOOR

FLOW LINE

FLASHING

FLEXIBLE

FLANGE

FLUORESCENT

FLUOROSCOPY/FLUOROSCOPE

FIRE PROOFING

FRAMING

FLUSHING RIM SINK

FULL SIZE

FLOOR SINK

FIRESTOPPING

FOOT/FEET

FOOTING

FIN TUBE RADIATION

FURRING

FUTURE

FILM VIEWER

GAS

GAUGE

GALLONS

GALVANIZED

GRAB BAR

GRADE BEAM

GENERAL CONTRACTOR

GENERAL

GENERATOR

GLASS

GLASS MASONRY UNIT

GRADE

GYPSUM BOARD

GYNECOLOGY

GYPSUM SHEATHING

HIGH

HOSE BIB

HAND DRYER

HANDICAP

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGHPOINT

HANDRAIL

HOUSEKEEPING

HEIGHT

HEATER

HEATING, VENTILATING, AIR CONDITIONING

HOT WATER

HEAD WALL

HARDWOOD

INTERCOM

INTENSIVE CARDIAC CARE UNIT

INTENSIVE CARE UNIT

INSIDE DIAMETER

INCH

INSULATION

INTERIOR

ISOLATION

ISOLATED POWER PANEL

INTRA VENOUS

JANITOR

JUNCTION BOX

JOIST

JOINT

KNOCK OUT

L ANGLE

LAVATORY

LAVATORY

POUND

LINEAR CEILING DIFFUSER

LINE FIGURED

LINEAR

LOCKER

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LINEAR METAL CEILING

LOCATION OR LOCATE

LOW POINT

LAWN SPRINKLING

LIGHT

LIGHTING

LOUVER

LINEAR WOOD CEILING

MIDDLE

MANUAL

MATERIAL

MAXIMUM

MARKER BOARD

MEDICINE CABINET

MODULAR COOLING UNIT

MECHANICAL

MEDICAL/TION

MEMBRANE

METAL

MEZZANINE

MANUFACTURER

MEDICAL GAS ALARM

MANHOLE

MATERIAL HANDLING CONVEYOR

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MONOLITHIC

METAL PAN CEILING

MULTI-PURPOSE UNIT

MAGNETIC RESONANCE IMAGING

MOUNTED

METAL

MOTOR

MULLION

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOTE

NOT TO SCALE

OXYGEN

OBSTETRICS

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED / CONTRACTOR INSTALLED

OFFICE

OVERHEAD

OPERABLE PARTITION

OUTPATIENT

OPERATOR

OPENING

OPPOSITE

OPERATING ROOM

OVERFLOW ROOF DRAIN

ORTHOPEDICS

OCCUPATIONAL THERAPY

PAR

PART

PB

PCD

PED

PEDS

PHARM

PHYS

PHYSICS

PICU

PL

PL

PLAM

PLBG

PLS

PNL

PR

PRELIM

PREP

PRES

PRESS

PRIM

PROC

PROJ

PRV

PSYCH

PT

PT

PTC

PTR

PTS

PULMO

PVC

QT

R

RA

RAD

RB

RD

RE

REC

RECP

REF

REFR

REG

REHAB

REINF

REM

REQD

RET

REV

REV

RF

RF

RFI

RH

RO

RWCS

SAN

SCT

SD

SDISP

SECY

SF

SH

SHD

SHTG

SIM

SL

SLV

SM

SNC

SND

SP

SPC

SPEC

SR

SS

SSS

SST

ST

STA

STC

STD

STER

STL

STOR

STRUCT

STS

SUPV

SURG

SUSP

SW

SYM

T

TAN

TB

TC

TCAB

TDISP

TEL

TEMP

TER

TG

THER

THRES

TPH

TRANSF

TS

TSC

TV

TYP

U

UC

UFO

UG

UH

UNFIN

UNO

US

UTIL

V

VB

VC

VCO

VENT

VERT

VIF

VR

VTR

W W W/ W/0

WC

WC

WD

WDW

WG

WH

WHCH

WHTR

WP

WPS

WR

WS

WSCT

WT

WT

WW

WWF

ZVB

ZBC

POST ANESTHESIA RECOVERY

PARTITION

PUSH BUTTON

PAPER CUP DISPENSER

PEDESTAL

PEDIATRICS

PHARMACY

PHYSICAL

PHYSIOLOGICIAL

PEDIATRIC INTENSIVE CARE UNIT

PLATE

PROPERTY LINE

PLASTIC LAMINATE

PLUMBING

PLASTER

PANEL

PAIR

PRELIMINARY

PREPARATION

PLASTIC RESIN

PRESSURE

PRIMARY

PROCEDURE

PROJECTION

POWER ROOF VENTILATOR

PSYCHOLOGY

PHYSICAL THERAPY

PAINT

PNEUMATIC TUBE STATION

PAPER TOWEL CABINET

PRINTER

PULMONARY

POLYVINYL CHLORIDE

QUARRY TILE

RADIUS

RETURN AIR

RADIATION/OLOGY

RESILIENT BASE

ROOF DRAIN

RELOCATE EXISTING

RECESSED

RECEPTION

REFERENCE

REFRIGERATOR

REGISTER

REHABILITATION

REINFORCE/-ED/-ING

REMOVE

REQUIRED

RETAINING

REVERSE

REVISE

RESILIENT FLOOR

RADIO FREQUENCY

REQUEST FOR INFORMATION

ROOF HATCH

ROUGH OPENING

RAIN WATER CONDUCTOR

SANITARY

SHOWER CURTAIN TRACK

SMOKE DAMPER

SOAP DISPENSER

SECRETARY

SQUARE FOOT

SHOWER

SHOWER HEAD

SHEATHING

SIMILAR

SEALER

SLEEVE

SURFACE MOUNTED

SANITARY NAPKIN CABINET

SANITARY NAPKIN DISPOSER

STANDPIPE

SPECIMEN PASS THROUGH CABINET

SPECIFICATIONS

SERVICE RECEPTOR

SERVICE SINK

SURGEONS SCRUB SINK

STAINLESS STEEL

STONE TILE

STATION

SOUND TRANSMISSION

STANDARD

STERILIZER

STEEL

STORAGE

STRUCTURAL

STEEL STRUCTURE

SUPERVISOR

SURGERY/ICAL

SUSPENDED

SWITCH

SYMMETRICALTOP

TOP

TANGENT

TACK BOARD

TIME CLOCK

TOWEL CABINET

TISSUE DISPENSER

TELEPHONE

TEMPERATURE

TERRAZZO

TONGUE & GROOVE

THERAPIST/Y

THRESHOLD

TOILET PAPER HOLDER

TRANSFORMER

TUBE SECTION

TOILET SEAT COVER DISPENSER

TELEVISION

TYPICAL

URINAL

UNDER COUNTER

UNDER FLOOR DUCT

UNDERGROUND

UNIT HEATER

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY SHELF

UTILITY

VACUUM

VACUUM BREAKER

VALVE CABINET

VACUUM CLEANING OUTLET

VENTILATION

VERTICAL

VERIFY IN FIELD

VAPOR RETARDER

VENT THROUGH ROOF

WIDTH/WIDE

WIDE FLANGE

WITH

WITHOUT

WATER CLOSET

WALL COVERING

WOOD

WINDOW

WALL GUARD

WALL HYDRANT

WHEELCHAIR

WATER HEATER

WATERPROOF

WALL PROTECTION SYSTEM

WASTE RECEPTACLE

WEATHERSTRIP

WAINSCOT

WINDOW TREATMENT

WEIGHT

WOOD WINDOW

WELDED WIRE FABRIC

ZONE VALVE BOX

ZONE VALVE CABINET

ARCHITECTURAL ABBREVIATIONS

A

B

C

D

E

G

H

I

J

K

L

M

N

O

P

Q R

S

T

U

V

F

W

Z

A

A310

A

W1

OFFICE

3 A701 1

A5.01

1/4" = 1'-0"

DRAWING BLOCK TITLE

ROOM NUMBER

WINDOW/ CURTAINWALL TYPE

GRID LINE IDENTIFICATION

COLUMN GRID LINE

LEADER

TRUE NORTH

PROJECT NORTH

ROOM NAME

DETAIL BOUNDARY

SHEET NUMBER

DETAIL IDENTIFIER

SHEET NUMBER

SECTION IDENTIFIER

BUILDING SECTION MARK

DESCRIPTION

WALL SECTION MARK

DRAWING BLOCK TITLE MARK

SYMBOL

ITEM SCALE

ITEM TITLE/ DESCRIPTION

ITEM NUMBER / LETTER

DOOR NUMBER

A701

EXTERIOR ELEVATION MARK

A302

SHEET NUMBER

SECTION IDENTIFIER

DETAIL INDICATOR

INTERIOR ELEVATION MARK

(SINGLE VIEW)

INTERIOR ELEVATION MARK

(MULTIPLE VIEWS)

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

NORTH ARROW

ROOM NAME INDICATOR

COLUMN GRID IDENTIFICATION

DOOR IDENTIFICATION

WINDOW IDENTIFICATION

WALL TYPE IDENTIFICATION

KEYNOTE IDENTIFICATION

REVISION IDENTIFICATION

DATUM POINT IDENTIFICATION

WALL TYPE INDICATOR

WALL

KEYNOTE NUMBER

REVISION NUMBER

REVISION CLOUD

10'-0" ELEVATION RELATIVE TO FIRST

FLOOR TOP OF SLAB

3.01

SYMBOLS LEGEND :

A701

1 ELEVATION IDENTIFIER

SHEET NUMBER

1X101

EARTH -

COMPACTED FILL

GRAVEL,

CRUSHED STONE

SAND, GROUT, LIMESTONE

WOOD, FINISH

WOOD, FRAMING

THROUGH MEMBER

WOOD, FRAMING

INTERRUPTED MEMBER

PLYWOOD

ACOUSTIC TILE

RIGID INSULATION

TAPERED

INSULATION

BATT INSULATION

CONCRETE

BRICK

CONCRETE BLOCK

STEEL

GYPSUM BOARD,

PLASTER

MATERIALS LEGEND : GENERAL PROJECT NOTES:

1. ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE LOCAL JURISDICTION, THE COMMONWEALTH OF VIRGINIA, AND THE CURRENT ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR SHALL

POST NOTICES AND COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2. INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE TO THE MOST RECENT NFPA EDITION.

3. THE SITE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTOR'S JOB SITE SUPERINTENDENT. SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME. PERSONNEL SHALL BE SKILLED IN THE TASK ASSIGNED.

4. THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED IN THE

PERFORMANCE OF THE WORK.

5. THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE GOVERNMENT, BUT CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS INDICATED ON THE DRAWINGS AND SHALL REPORT ALL INCONSISTENCIES TO THE GOVERNMENT AND ARCHITECT PRIOR TO THE EXECUTION OF THE WORK.

RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

6. PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE OF COLUMN.

7. ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED OTHERWISE.

8. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE, IF ALLOWED AS PART OF THE REQUIREMENTS OF THIS PROJECT.

9. THE CONTRACTOR SHALL MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH.

CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH SHALL BE PROVIDED BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN ACCORDANCE

WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

10. EXTRANEOUS MATERIALS SHALL BE PERIODICALLY REMOVED, AND, AT THE CONCLUSION OF THE PROJECT. ALL UNUSED TOPSOIL SHALL BE

STOCKPILED ON THE SITE FOR THE GOVERNMENT'S USE.

11. INDIVIDUAL CONTRACTOR'S SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FIRESAFING/FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK OF THEIR INDIVIDUAL CONTRACT AND TO MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO UNDERWRITER LABORATORIES

LISTING FOR RATED ASSEMBLIES.

12. ALL WOOD FRAMING BLOKCING AND SHEATHING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY THE BUILDING CODE CLASSIFICATION OF

'NONCOMBUSTIBLE'.

13. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE GOVERNMENT AND ARCHITECT OF ANY DEVIATIONS OR DISCREPANCIES FOUND & RECEIVE DIRECTION BEFORE PROCEEDING.

14. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN ACCORDANCE WITH THE APPLICABLE CODES AND/OR SPECIFICATIONS.

15. NO CONSTRUCTION SHALL START UNTIL ALL SUBMITTALS HAVE BEEN APPROVED BY THE VA.

16. CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT EXISTING HOSPITAL OPERATIONS. CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE COORDINATED WITH AND APPROVED BY THE GOVERNMENT PRIOR TO OCCURRENCE.

17. CONTRACTOR SHALL PROVIDE 2-HR RATED FIRE BARRIER ENCLOUSE DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. CONTRACTOR TO COORDINATE LOCATIONS WITH CONTRACTING OFFICER. IF EXISTING WALLS ARE USED, PENETRATIONS MUST BE SEALED TO CREATE A DUST

PROOF ENCLOSURE.

18. MODIFICATIONS TO THE EXISTING MEP SYSTEMS WILL IMPACT ADJACENT SPACES OUTSIDE THE GENERAL SCOPE OF WORK. ANY DISTURBANCE OF EXISTING CONDITIONS AND FINISHES MUST BE REPAIRED TO MATCH THE CONDITIONS PRIOR TO CONSTRUCTION IMPACTS.

19. THE FACILITY IS OPERATIONAL. CONTRACTOR SHALL MAKE PROVISIONS FOR GOVERNMENT AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

20. ASBESTOS AND LEAD ARE NOT ANTICIPATED TO EXIST IN THE WORK AREA. HOWEVER, IF ASBESTOS-CONTAINING MATERIAL IS DISCOVERED OR SUSPECTED, STOP WORK IN THE AREA IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER.

21. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER/CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID.

22. ALL EXPOSED GYPSUM WALL BOARD EDGES TO HAVE METAL EDGE TRIM.

23. THE CONTRACTOR IS RESPONSIBLE FOR COMPARING AND COORDINATING ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS.

DETAILS NOT SHOWN OR CALLED DESCRIBED IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR

CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR COMMONLY CONSTRUCTED IN THE INDUSTRY.

24. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT

OR ENGINEER.

25. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION.

26. ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL PRESSURE, LATERAL AND OTHER

LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.

27. CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, HVAC, PLUMBING AND SPRINKLER SUB-CONTRACTORS. PREFERRED ALIGNMENT OF DEVICES SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS.

28. ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS SHALL BE CENTERED WITH SUSPENDED ACOUSTICAL PANELS, UNLESS NOTED OTHERWISE

ON ARCHITECTURAL DRAWINGS.

29. CONTRACTOR SHALL FILL ALL VOIDS IN MASONRY AND CONCRETE CREATED AROUND ALL PENETRATIONS WITH CONSTRUCTION TO MATCH

SURROUNDING CONDITIONS.

30. CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON THE FINISH SCHEDULE.

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A001

ARCHITECTURAL SYMBOLS, ABBREVIATIONS

& GENERAL NOTES

09/11/2017 13030

BID DOCUMENTS

1 LAYER 5/8" G.W.B.-

EXTEND 6" ABOVE

FINISHED CEILING

5/8" G.W.B.

METAL STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

4 1/4"S3

PARTITION WIDTH STUD INSULATION

3 5/8" N/A

DEFLECTION TRACK

2 LAYER 5/8" TYPE 'X' G.W.B.

2 LAYERS 5/8" TYPE 'X'

G.W.B.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

S6

PARTITION WIDTH STUD INSULATION

3 5/8"

UL #

U412

2 HOUR

6 1/8"

INSULATION - SEE SPECIFICATIONS

METAL STUDS @16" O.C.

3 1/2"

DEFLECTION TRACK

1 LAYER 5/8" G.W.B.

INSULATION - SEE SPECIFICATIONS

5/8" G.W.B.

METAL STUDS @16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

4 7/8"S1

SEALANT - SEE SPECIFICATIONS

PARTITION WIDTH STUD INSULATION

3 5/8"

STC

DEFLECTION TRACK

4 7/8"S1a 3 5/8" N/A

1 LAYER 5/8" G.W.B.

5/8" G.W.B.

METAL STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

INSULATION AS REQUIRED-

SEE SPECIFICATIONS

4 1/4"S2

PARTITION WIDTH STUD INSULATION

3 5/8"

DEFLECTION TRACK

4 1/4"S2a 3 5/8"

3 1/2"

N/A

3 1/2"

7 1/4" 6" 6" 35 STCS1b

1 LAYER 5/8" TYPE 'X' G.W.B.

TYPE 'X' 5/8" G.W.B.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

S4

PARTITION WIDTH STUD INSULATION

3 5/8" 3 1/2"

UL #

U404

1 HOUR

4 7/8"

INSULATION - SEE SPECIFICATIONS

METAL STUDS @16" O.C.

7 1/4" 6" 6"S4a U404

1 HOUR

1" TYPE 'X' G.W.B.

2 LAYERS 5/8" TYPE 'X' G.W.B.

CH STUD

BASE - SEE FINISH

SCHEDULE FOR TYPE

J TRACK

FLOOR SLAB

INSULATION - SEE SPECIFICATIONS

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

6"S5

PARTITION WIDTH STUD INSULATION

4" CH

UL #

U415

2 HOUR

N/A

DEFLECTION TRACK

DEFLECTION TRACK

6 5/8"S2b 6" 6"

STRUCK JOINT

FLOOR SLAB

CONCRETE BLOCK

HORIZONTAL JOINT

REINFORCING AT 16" O.C.

VERTICAL

X X X

SEE STRUCTURAL

DRAWINGS FOR HAUNCH

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

7 5/8"M1

PARTITION WIDTH CMU INSULATION

7 5/8" N/A

STRUCK JOINT

FLOOR SLAB

CONCRETE BLOCK

DASHED LINE INDICATES

FRAMING AND G.W.B.

HORIZONTAL JOINT REINFORCING

AT 16" O.C. VERTICAL

X X X

SEE STRUCTURAL

DRAWINGS FOR HAUNCH

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

10 3/4"M2

PARTITION WIDTH CMU/STUD INSULATION

7 5/8" / 2 1/2" N/A

TRACK RUNNER

1 LAYER 5/8" G.W.B.

METAL STUDS @16" O.C.

10"S7

PARTITION WIDTH STUD INSULATION

(2) 3 5/8" (2) 3 1/2"

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

5/8" G.W.B.

5/8" G.W.B.

METAL STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

SEALANT - SEE SPECIFICATIONS

INSULATION AS REQUIRED-

SEE SPECIFICATIONS

DEFLECTION TRACK

PARTITION TYPES:

NOTES:

REFER TO DRAWINGS FOR LOCATION OF PARTITION TYPES, INDICATED BY NUMBERS IN DETAILS ABOVE.

REFER TO PROJECT SPECIFICATIONS FOR MATERIAL SPECIFIC INFORMATION AND APPLICATION REQUIREMENTS.

REFER TO 'TOP OF WALL' DETAILS FOR REQUIREMENTS OF WALLS THAT ATTACH TO STRUCTURE ABOVE.

CONTRACTOR SHALL COORDINATE ATTACHMENT REQUIREMENTS WITH ARRANGEMENT OF THE STRUCTURE.

ALL WALLS INDICATED WITH STC ( SOUND TRANSMISSION COEFFICIENT ) TO RECEIVE ACOUSTICAL TREATMENT AT ALL JOINTS ( CONTINUOUS ACOUSTICAL SEALANT AT TOP/BOTTOM OF WALLS, SEAL ALL WALL PENETRATIONS

AT OUTLETS/CONDUIT/WIRING/DUCTWORK/ETC. )

PARTITION TYPES INDICATED WITH AN STC REQUIREMENT OF " * " - REFER TO 'STC RATING SCHEDULE' AND LEVEL ONE PLAN FOR LOCATIONS WHERE MULTIPLE PARTITIONS ABUT AND REQUIRE ACOUSTICAL RATING

STC RATING SCHEDULE:

CONDITIONS OTHER THAN A SINGLE PARTITION WHERE AN ACOUSTICAL RATING IS REQUIRED

( E.G. BETWEEN TWO PATIENT TOILET ROOMS WHERE TWO SINGLE-SIDED PARTITIONS ABUT EACH OTHER )

ROOM ADJACENCY STC VALUE REQUIREMENT

PATIENT ROOM - PATIENT ROOM

PATIENT ROOM - CORRIDOR

PATIENT ROOM - PUBLIC SPACE

( E.G. 'DAY ROOM' #1X-129 )

PATIENT ROOM - SERVICE AREA

( E.G. 'ELEC. CLOSET' #1X-176 )

STC STC

50 STC

1/

2"

( 1 HOUR )

UL #

( 1 HOUR )

UL #

3 1/2"S5a 2 1/2" CH U415

1 HOUR

N/A 7 5/8"M2 7 5/8" N/A ( 2 HOUR )

S-T-1

METAL STUD PARTITION TOP

GYPSUM WALL BOARD

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

METAL STUD BRACING TO DECK OR STEEL ABOVE

@ 48" OC

CEILING

6"

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

METAL DECK

FIRE RATED GYPSUM OR FIRE CAULK

FIRE RATED DEFLECTION TRACK

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL DOCUMENTS

GYPSUM WALL BOARD

Z-CLIP

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED OTHERWISE

METAL DECK

MINERAL FIBER

FIRE RATED GYPSUM OR FIRE CAULK

FIRE RATED DEFLECTION TRACK

STUD MANUFACTURER TO SIZE DEFLECTION SPACE AS

REQUIRED IN STRUCTURAL DOCUMENTS

GYPSUM WALL BOARD

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

ROOF / FLOOR DECK ABOVE

STEEL BEAM

STUD MANUFACTURER TO SIZE DEFLECTION SPACE

AS REQUIRED IN STRUCTURAL DOCUMENTS

DEFLECTION TRACK

TOP TRACK

ROOF / FLOOR DECK ABOVE

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

ROOF / FLOOR DECK ABOVE

STEEL BEAM

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL DOCUMENTS

DEFLECTION TRACK

TOP TRACK

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL

DOCUMENTS

DEFLECTION TRACK

TOP TRACK

EXTEND STUDS AND TRACK TO DECK ABOVE

OR PROVIDE 3"X3"X1/4" AT 1'-6" OC. ATTACH

TO BOTTOM OF BEAM OR JOIST

STEEL BEAM OR JOIST

MASONRY PARTITION TOP

ROOF / FLOOR DECK ABOVE

STEEL BEAM

FILL VOID BETWEEN STEEL AND MASONRY

WITH MINERAL WOOL AND SPRAY APPLIED

FIREPROOFING ON EACH SIDE

STEEL ANGLE

CMU PARTITION

SPRAY-ON FIREPROOFING WHERE

REQUIRED

ROOF / FLOOR DECK ABOVE

STEEL BEAM

FILL VOID BETWEEN STEEL AND MASONRY WITH

MINERAL WOOL AND SPRAY APPLIED

FIREPROOFING ON EACH SIDE

STEEL ANGLE

CMU PARTITION

ROOF / FLOOR DECK ABOVE

STEEL BEAM

DEFLECTION SPACE - SEE STRUCTURAL

STEEL ANGLE

CMU PARTITION

ROOF / FLOOR DECK ABOVE

STEEL BEAM

DEFLECTION SPACE - SEE

STRUCTURAL

STEEL ANGLE

CMU PARTITION

S-T-2

METAL STUD PARTITION TOP

S-T-3

METAL STUD PARTITION TOP

S-T-4

METAL STUD PARTITION TOP

S-T-5

METAL STUD PARTITION TOP

S-T-6

METAL STUD PARTITION TOP

M-T-2

MASONRY PARTITION TOP

M-T-3

MASONRY PARTITION TOP

M-T-4

MASONRY PARTITION TOP

M-T-5

TYPICAL TOP OF WALL DETAILS:

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

1201 Broad Rock Boulevard, Richmond, VA 23249

A002

ARCHITECTURAL PARTITION TYPES AND

DETAILS

09/11/2017 13030

BID DOCUMENTS

22 23 24

SS

RR

QQ

AD101

PROPOSED BUILDING ADDITION

EXISTING

SCI UNIT '1V'

EXISTING

SCI UNIT '1U'

EXISTING

SCI UNIT '1W'

AD101

22 23 24

SS

SS.5

SS.1EXISTING EXIT:

REMOVE EXISTING DOOR, FRAME, AND

PORTIONS OF EXTERIOR BRICK MASONRY

WALLS - COORDINATE WITH NEW ADDITION

SCOPE. REFER TO SECTION DETAIL FOR

ADDITIONAL DEMOLITION REQUIREMENTS

EXISTING OPENING TO EXTERIOR:

REMOVE EXISTING HOLLOW METAL DOOR,

FRAME, AND THRESHOLD FROM EXISTING

MASONRY OPENING. EXISTING OPENING TO

REMAIN IN PREPARATION FOR NEW DOOR

LOCATE NEW OPENING WITHIN EXISTING

MASONRY COURSING AND APPROXIMATELY

IN LINE WITH EXISTING DOOR ( OPPOSITE )

M .O

3'

NEW OPENING TO EXTERIOR:

SAWCUT AND REMOVE PORTION OF

EXISTING STAIR WALL AS NEEDED FOR

INSTALLATION OF NEW EXTERIOR DOOR.

EXISTING EXTERIOR WALL CONSTRUCTION:

4" MASONRY VENEER ON 6" METAL STUD

BACKUP WALL ( ~14" TOTAL THICKNESS )

AD101

EXISTING SIDEWALK:

REMOVE EXISTING SIDEWALK.

REFER TO CIVIL DRAWINGS FOR

EXTENT OF DEMOLITION

LE

V

E L

T W

O

'2 B

' P O

LY

T

R A

U M

A

S T

A

IR

W E

LL

A

D D

IT

IO

N F

R O

M O

R

IG

IN

A

L H

O S

P

IT

A L

B U

IL

D

IN

G

S

T R

U C

T U

R E

STAIR 2 (EXIST.)

1V-180

TEMPORARY FULL HEIGHT

DUST PARTITION. SEE

GENERAL NOTE #7 ON THIS

SHEET COORDINATE FINAL

LOCATION WITH THE VA.

22 23 24

SS

SS.5

SS.1

REFER TO MEP DRAWINGS FOR

ADDITIONAL DEMOLITION SCOPE IN THIS SPACE

NEW OPENING TO INTERSTITIAL LEVEL:

SAWCUT AND REMOVE PORTION OF

EXISTING BRICK MASONRY WALL AS

NEEDED FOR INSTALLATION OF NEW DOOR

EXISTING EXTERIOR WALL CONSTRUCTION:

4" MASONRY VENEER ON 6" METAL STUD

BACKUP WALL ( ~14" TOTAL THICKNESS )

STAIR 2 (EXIST.)

1V-180

M.O.

3' - 4"

22 23 24

SS

SS.5

SS.1

STAIR 2 (EXIST.)

2V-280NEW OPENING TO ROOF LEVEL:

SAWCUT AND REMOVE PORTION OF

EXISTING BRICK MASONRY WALL AS NEEDED

FOR INSTALLATION OF NEW DOOR. REMOVE

INTERIOR PARTITION SIMILAR WIDTH AS NEW

EXTERIOR OPENING - REFER TO NEW WORK

PLAN FOR NEW WALL LOCATION

EXISTING EXTERIOR WALL CONSTRUCTION:

4" MASONRY VENEER ON 6" METAL STUD

BACKUP WALL ( ~14" TOTAL THICKNESS )

GENERAL DEMOLITION NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION

ACTIVITIES WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION

DOCUMENTS. DO NOT SCALE DRAWINGS

2. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION

DOCUMENTS. COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS

OF FINISHED WORK

3. ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE PROJECT

AS INDICATED ON THE CONSTRUCTION DOCUMENTS, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR

4. THE CONTRACTOR SHALL INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE

WORK REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING FIELD

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO

PROCEEDING WITH THE WORK

5. ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE GENERAL

INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT OF CUTTING AND

REMOVAL NECESSARY

6. THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT ANY EXISTING

CONSTRUCTION INDICATED TO REMAIN. EXERCISE CARE WHEN REMOVING ADJACENT

CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY AREAS SCHEDULED

TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES

7. CONTRACTOR SHALL CONSTRUCT 1-HR FIRE BARRIER AS NECESSARY AT AREAS OF INTERIOR

DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT SCHEDULED TO

REMAIN. IF TEMPORARY WALL IS IN THE PATH OF EGRESS, THE WALL/DOOR SHOULD MEET

ALL EGRESS REQUIREMENTS.

8. PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING BUILDING

UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE COURSE OF

DEMOLITION AND CONSTRUCTION ACTIVITIES

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TEMPORARY

BRACING AND SHORING AS REQUIRED TO MAINTAIN THE INTEGRITY AND STRUCTURAL

STABILITY OF THE BUILDING AND ITS INDIVIDUAL ELEMENTS

10. EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE AND

DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS REGULATIONS.

DO NOT BURN, BURY, OR SELL MATERIALS ON THE PROJECT SITE. AT THE COMPLETION

OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN A NEAT CONDITION FREE

OF DEBRIS AND RUBBISH

11. STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND CIVIL

DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. CONTRACTOR IS

RESPONSIBLE FOR FAMILIARIZING HIM/HERSELF WITH THOSE DOCUMENTS THAT MAY

PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED

ON THE ARCHITECTURAL DEMOLITION PLANS

12. REFER TO CIVIL DRAWINGS FOR EXTERIOR DEMOLITION WORK

13. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SITE DEMOLITION WORK

14. THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL PATCH,

REPAIR AND PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS

REQUIRED TO RECEIVE NEW FINISHES

15. THE OWNER RESERVES THE RIGHT TO REMOVE AND ITEMS SCHEDULED FOR DEMOLITION

PRIOR TO THE START OF DEMOLITION ACTIVITIES AND CLAIM ANY ITEMS REMOVED BY THE

CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.

EXISTING CONCRETE FOUNDATION AND

WAFFLE SLAB STRUCTURE - TO REMAIN

EXISTING EXTERIOR CONCRETE SIDEWALK - REFER

TO CIVIL DRAWINGS FOR EXTENT OF DEMOLITION

REMOVE EXISTING SLOPED EXTERIOR CONCRETE TOPPING

SLAB @ EXISTING EXIT. PROTECT EXISTING WAFFLE SLAB

(BELOW) FROM DAMAGE DURING DEMOLITION

EXISTING EXTERIOR BRICK MASONRY @

EXISTING STAIRWELL (BEYOND) - TO REMAIN.

( OCCURS @ 'U-WING' ONLY )

REMOVE ( FULL HEIGHT ) PORTION OF EXISTING EXTERIOR

BRICK MASONRY - REFER TO PLAN FOR INDICATION OF

EXTENT OF REMOVAL. REFER ALSO TO NEW WALLS AT THIS

LOCATION FOR NEW ADDITION SCOPE

REMOVE EXISTING ALUMINUM EXIT DOOR, FRAME, SILL,

AND ASSOCIATED HARDWARE. REMOVE ALL

PARTITION/FRAMING COMPONENTS ASSOCIATED WITH

EXIT DOOR, INCLUDING STEEL ANGLE BRACING, WHERE

THEY INTERFERE WITH SCOPE OF NEW ADDITION WORK

REMOVE EXISTING SOFFIT @ EXIT DOOR LOCATION.

REMOVE ALL ASSOCIATED LIGHTING FIXTURES, SOFFIT

VENTING, ETC. COMPLETELY

EXISTING STEEL LINTEL AND TUBE STEEL

SUPPORTING EXTERIOR BRICK MASONRY WALL -

TO REMAIN. ENSURE BRICK SUPPORTING STEEL

@ EITHER SIDE OF EXISTING OPENING REMAINS

( DO NOT DEMOLISH WITH WALL REMOVAL )

EXISTING EXTERIOR BRICK MASONRY WALL

ABOVE OPENING - TO REMAIN

MINIMIZE REMOVAL OF EXISTING CORRIDOR

FLOORING @ DEMOLISHED EXIT

REMOVE PORTION OF EXISTING CORRIDOR

CEILING @ DEMOLISHED EXIT AS

NECESSARY TO COMPLETE REMOVAL OF

EXIT DOOR AND ASSOCIATED INDICATED

DEMOLITION. SALVAGE CEILING

COMPONENTS ( TILE, GRID, FIXTURES /

DEVICES ) FOR POTENTIAL REINSTALLATION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

AD101

ARCHITECTURAL DEMOLITION PLANS

09/11/2017 13030

BID DOCUMENTS

NORTH

PROJECT

1/16" = 1'-0"

ARCHITECTURAL DEMOLITION PLAN - LEVEL ONE

1/64" = 1'-0"

EXISTING 'SCI' KEYPLAN

1/8" = 1'-0"

ARCHITECTURAL DEMOLITION PLAN

LEVEL ONE - EXISTING 'U' WING

1/8" = 1'-0"

ARCHITECTURAL DEMOLITION PLAN

LEVEL ONE INTERSTITIAL - EXISTING 'U' WING

1/8" = 1'-0"

ARCHITECTURAL DEMOLITION PLAN

ROOF LEVEL - EXISTING 'U' WING

FOR REFERENCE

1/2" = 1'-0"

SECTION DETAIL

DEMOLITION @ EXISTING LEVEL ONE EXIT

8 9 10 11 12

13 14 15

16 17 19 20

WW WW

VV VV

UU UU

TT TT

SS SS

RR RR

QQ QQ

PP PP

NN NN

MM MM

LL LL

KK KK

JJ JJ

WW' WW'

XX

YY YY

ZZ ZZ

20.5 21.3

22.5 23.2

23.2

24.2 24.8

PRIVATE PATIENT

ROOM

1X-129

PRIVATE PATIENT

ROOM

1X-125

PRIVATE PATIENT

ROOM

1X-123

PRIVATE PATIENT

ROOM

1X-121

PRIVATE PATIENT

ROOM

1X-117

PRIVATE PATIENT

ROOM

1X-115

PRIVATE PATIENT

ROOM

1X-113

PRIVATE PATIENT

ROOM

1X-111

PRIVATE PATIENT

ROOM

1X-109

PRIVATE PATIENT

ROOM

1X-107

PRIVATE PATIENT

ROOM

1X-105

PRIVATE PATIENT

ROOM

1X-103

PRIVATE PATIENT

ROOM

1X-101

MULTI-DISCIPLINARY

WORKSTATION (MDW)

1X-147

CLEAN WORKROOM

1X-145

EQUIPMENT

STORAGE

1X-144

SOILED WORKROOM

1X-142

CROSS CORRIDOR

CIX-4

OFFICE (NM)

1X-141

CLEAN LINEN

1X-138

EQUIPMENT STORAGE

1X-137

SOILED WORKROOM

1X-136

CROSS CORRIDOR

CIX-3

PATIENT LAUNDRY

1X-133

STAFF BREAK

ROOM

1X-134

STAFF TLT

1X-132

ELECTRICAL ROOM

1X-131

STAIR 2 (EXIST.)

1V-180

C O

R R

ID

O

R

C

IX

-2

C O

R R

ID

O

R

C

IX

-2

EXISTING

SCI UNIT '1V'

C O

R R

ID

O

R

C

IX

-2

EXISTING

SCI UNIT '1U'

TT'

UU'

VV'

21.4

PRIVATE PATIENT

ROOM

1X-119

OIT

1X-143

NOURISHMENT

1X-140

CLEAN SUPPLY

1X-139

HAC

1X-135

A201

A2011

A201

A201 2

A201

EXISTING

SCI UNIT '1W'

SCI PRIVATE PATIENT

ROOM ADDITION:

BUILDING AREA = 13,600 SF

C O

R R

ID

O

R

C

IX

-1

C O

R R

ID

O

R

C

IX

-1

PRIVATE PATIENT

ROOM

1X-127

PARTITION TO LIMIT THE TRANSFER OF SMOKE

( NO FIRE RATING )

1-HOUR FIRE RATED PARTITION

FIRE RATED PARTITION LEGEND

2-HOUR FIRE RATED PARTITION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A100

ARCHITECTURAL FLOORPLAN - LEVEL ONE -

SCI OVERALL

09/11/2017 13030

BID DOCUMENTS

1/16" = 1'-0"

FLOORPLAN - LEVEL ONE - SCI OVERALL PLAN

NORTH

PROJECT

A2011

16 17 19 20 21 22

23 24

WW

WW

VV VV

UU UU

TT TT

SS SS

C

LE

A N

L

IN

E N

1X -1

OFFICE (NM)

1X-141

STAFF TLT

1X-132

PATIENT LAUNDRY

1X-133

WW'

XX

YY

ZZ

20.5 21.3

22.5 23.2 24.2 24.8

24.8

YY.5

23.8

1' - 3 1/4"

13' - 0" +/-

STAFF BREAK

ROOM

1X-134

CROSS CORRIDOR

CIX-4

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-130

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-129

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-125

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-101

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-103

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-105

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-123

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-107

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-109

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-121

STAIR 2 (EXIST.)

1V-180

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-126

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-124

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-122

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-110

S

IM

IL

A

R T

O R

O O

M '1

X -1

(U .N

.O

P A

T

IE

N T

T O

IL

E

T

S H

O W

E R

1X -1

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-111

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-113

S

IM

IL

A

R T

O R

O O

M '1

X -1

(U .N

.O

P A

T

IE

N T

T O

IL

E

T

S H

O W

E R

1X -1

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-115

S

IM

IL

A

R T

O R

O O

M '1

X -1

(U .N

.O

P A

T

IE

N T

T O

IL

E

T

S H

O W

E R

1X -1

S

IM

IL

A

R T

O R

O O

M '1

X -1

(U .N

.O

P A

T

IE

N T

T O

IL

E

T

S H

O W

E R

1X -1

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-117

A201

SS.5

22.8

2'

2'

M .O

3'

4'

M .O

3'

M .O

3'

4'

M .O

3'

4'

M .O

3'

4'

M .O

3'

M .O

3'

4'

M .O

3'

4'

M .O

3'

4'

M .O

3'

2'

M .O

3'

1'

7'

8'

7'

1'

16' - 6" 41' - 4 1/2" 16' - 6"

SS.7

7'

8'

6'

NOURISHMENT

CART ALCOVE

EQUIPMENT ALCOVE

( GURNEY / BED )

EQUIPMENT ALCOVE

( GURNEY / BED )

2'

2'

M .O

3'

4'

M .O

3'

M .O

3'

4'

M .O

3'

4'

M .O

3'

4'

M .O

3'

M .O

3'

4'

M .O

3'

4'

M .O

3'

1'

8'

1' - 8"

16' - 6"

2'

2'

M .O

4'

E J

1/

2"

1' - 8"

8'

C R

O S

S C

O R

R

8'

9'

7'

1"

3'

C R

O S

S C

O R

R

ID

O R

8'

3'

/2

9'

0"

2'

TYPICAL OF 21

LOCATIONS

EXISTING LEVEL ONE

( 'V' UNIT )

EXISTING LEVEL ONE

( 'U' UNIT )

TT'

UU'

VV'

21.4

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-119

S

IM

IL

A

R T

O R

O O

M '1

X -1

(U .N

.O

P A

T

IE

N T

T O

IL

E

T

S H

O W

E R

1X -1

XX.3

1' - 8" 22' - 4"

5'

C

LE

A N

S U

P P

LY

1X -1

NOURISHMENT

1X-140

SS.2

HAC

1X-135

A402

10' - 4"

1' - 0" 1' - 0"

10' - 4"

OIT

1X-143

3/

4"

1'

1'

5'

5'

1' - 0"1' - 0"

10' - 4"

5'

1' - 0"1' - 0"

1' - 4"

CIX2B

C

IX

2A

XX.6

1X101 1X102

1X103 1X104

1X105 1X106

1X107 1X108

1X109 1X110

1X

1X

1X

1X

1X

1X

1X

1X

C1X5B

1X

1X

1X121 1X122

1X123 1X124

1X125 1X126

1X127 1X128

1X129 1X130

1V180A 1V180B

A301

A301

A301

A201

A201

A310

A301

A301

A301

5'

1'

PATIENT SCALE

ALCOVE

CIX-1A

EQUIPMENT STORAGE

1X-137

MULTI-DISCIPLINARY

WORKSTATION (MDW)

1X-147

UU'.2

TT'.8

WW'.2

VV'.8

23.9

ELECTRICAL ROOM

1X-131 1X131

1X132

1X

1X

1X133

C O

R R

ID

O

R

C

IX

-1

1X136A 1X136B

1X137A 1X137B

1X138 1X139

1X141

1X142A 1X142B

1X144

1X143

1X145A 1X146

REFER TO LANDSCAPING

DRAWINGS FOR SCOPE

OF COURTYARD WORK

C O

R R

ID

O

R

C

IX

-2

C O

R R

ID

O

R

C

IX

-2

C O

R R

ID

O

R

C

IX

-1

S2b

S4

S3 S1a

S1a

4' - 0"

5'

C O

R R

8'

PRIVATE PATIENT

ROOM

1X-127

PATIENT TOILET /

SHOWER

1X-128

A404

A404

SOILED WORKROOM

1X-142

A404

FEC

F E

C

F E

C

A702

FEC

S3

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-102

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-104

SOILED WORKROOM

1X-136

S3

CORRIDOR

8' - 1" 11' - 4" 11' - 4"

CORR.

8' - 1"

5'

5'

CROSS CORRIDOR

CIX-3

5'

5'

EQUIPMENT

STORAGE

1X-144

CLEAN WORKROOM

1X-145

5'

5'

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-108

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-106

EQ EQ

A401

W1 W1 W1 W1 W1 W1 W1 W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1W1

W1

W1

W1

W1

W1

W1

W1

W1W1

W1

S4 S4S4 S4

S1S1

S4S4

S3

S4

S2bS3S2b

S2b

A403

A404

A201

A310

A311

4' - 0" M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 22' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 22' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 0"

103' - 4"

4' - 0" 3' - 4" 4' - 8" 3' - 4" 10' - 3 1/2"

CORRIDOR

C1X-5

CIX-5A

MEDICATION ROOM

1X-146

S6

PARTITION TO LIMIT THE TRANSFER OF SMOKE

( NO FIRE RATING )

1-HOUR FIRE RATED PARTITION

FIRE RATED PARTITION LEGEND

2-HOUR FIRE RATED PARTITION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A101

ARCHITECTURAL FLOORPLAN - LEVEL ONE

09/11/2017 13030

BID DOCUMENTS

1/8" = 1'-0"

FLOORPLAN - LEVEL ONE

17 19 20 21 22 23 24

WW WW

VV VV

UU UU

TT TT

SS SS

WW'

XX

YY YY

ZZ ZZ

20.5 21.3

22.5 23.2 24.2 24.8

24.8

YY.5 YY.5

23.8

SS.5

22.8

SS.7

STAIR 2 (EXIST.)

1V-180

EXISTING LEVEL ONE

INTERSTITIAL ( 'V' UNIT )

EXISTING LEVEL ONE

INTERSTITIAL ( 'V' UNIT )

HATCHED AREA INDICATES

ACCESS/EGRESS PATH FROM LEVEL

ONE INTERSTITIAL SPACE

(NO ADDITIONAL FINISH THIS AREA).

TT'

UU'

VV'

21.4

XX.3 XX.3

SS.2

XX.6 XX.6

1X

0B

A301

A301

A301

A301

A310

A311

A301

A301

A301

A301

ELECTRICAL ROOM

1X-131

(BELOW)

INTERSTITAL SPACE

1X-200

INTERSTITAL SPACE

1X-200

UU'.2

TT'.8

WW'.2

VV'.8

22.9 23.7

EXISTING LEVEL ONE

( 'U' UNIT )

INTERSTITIAL LEVEL LIGHTING FIXTURES,

TYPICAL - REFER TO ELECTRICAL/LIGHTING

PLANS FOR MORE INFORMATION

3' - 6"

4" WIDE PAINTED STRIPE. LOCATION

AS INDICATED FROM INSIDE FACE OF

EXTERIOR WALL

STRUCTURAL STEEL LATERAL BRACING, TYPICAL -

REFER TO STRUCTURAL FOR LOCATIONS AND BRACE

ELEVATIONS / SECTIONS. SPRAY-APPLIED FIRE

RESISTIVE MATERIAL (SFRM) REQUIRED FULL HEIGHT

OF BRACING, INCLUDING INTERSTITIAL LEVEL

STRUCTURAL STEEL HANGERS, TYPICAL - REFER TO

STRUCTURAL FOR ADDITIONAL INFORMATION.

SPRAY-APPLIED FIRE RESISTIVE MATERIAL (SFRM)

NOT REQUIRED FOR HANGERS

STRUCTURAL STEEL COLUMNS, TYPICAL - REFER TO

STRUCTURAL FOR ADDITIONAL INFORMATION. SPRAY-

APPLIED FIRE RESISTIVE MATERIAL (SFRM) REQUIRED

FULL HEIGHT, INCLUDING INTERSTITIAL LEVEL

22.7

M2 S4a

M2

M1a

MAS. OPN'G MAS. OPN'G MAS. OPN'G MAS. OPN'G MAS. OPN'G

MASONRY OPENINGS FOR ELECTRICAL CONDUIT

INTO ELECTRICAL ROOM FROM INTERSTITIAL

LEVEL. INFILL OPENINGS WITH FIRE BLOCKING

AND/OR PARTITION TO MATCH FIRE RATING.

REFER TO STRUCTURAL FOR LINTEL INFORMATION

PARTITION TO LIMIT THE TRANSFER OF SMOKE

( NO FIRE RATING )

1-HOUR FIRE RATED PARTITION

FIRE RATED PARTITION LEGEND

2-HOUR FIRE RATED PARTITION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A102

ARCHITECTURAL FLOORPLAN - LEVEL ONE -

INTERSTITIAL

09/11/2017 13030

BID DOCUMENTS

1/8" = 1'-0"

FLOORPLAN - LEVEL ONE INTERSTITIAL

22 23

WW WW

VV VV

UU UU

TT TT

SS SS

WW' WW'

XX

YY

ZZ

20.5 21.3

22.5

22.5

23.2

23.2

24.2

24.2

24.8

24.8

YY.5

SS.7

ROOF ACCESS VIA NEW FIRE-RATED

DOOR TO EXISTING STAIR WELL @

LEVEL TWO. NEW OPN'G SHALL BE

CUT INTO EXISTING EXTERIOR WALL

TT'

UU'

VV'

21.4

XX.3

SS.2

1V

0C

A301

A301

A301

A301

A310

A310

A311

A301

A301

A301

A301

23.9

ROOFTOP EQUIPMENT -

REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS

ROOFTOP EQUIPMENT -

REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS

1/4" / FTRD RD

RD RD

RD RDRD

RD

1' - 2"

1/4" / FT

1/ 4"

F T

1/

1/4" / FT1/4" / FT

1/

1/

1/4" / FT

1/4" / FT

1/

1/

1/4" / FT1/4" / FT

1/

1/

1/4" / FT1/4" / FT

1/

1/

1/4" / FT1/4" / FT

1/

1/

1/4" / FT

1/

1/

EXISTING LEVEL ONE

( 'V' UNIT )

EXISTING LEVEL ONE

( 'U' UNIT )

PREMOLDED EXPANSION JOINT

ROOF MEMBRANE

CONCRETE SLAB ON

STEEL DECK

RIGID INSULATION

BONDING ADHESIVE

ROOF DRAIN

WATER CUT OFF

MASTIC

SINGLE PLY MEMBRANE ROOF

RAIN WATER CONDUCTOR

RIGID INSULATION

TAPERED ROOF INSULATION

CONCRETE SLAB OVER

STEEL DECK

WATER CUT OFF MASTIC

PREMOLDED PIPE SEAL

SPLICING CEMENT

CONCRETE SLAB

OVER STEEL DECK

TAPERED ROOF

INSULATION

CLAMPING RING

IN-SEAM SEALANT

LAP SEALANT

RIGID INSULATION

FULLY ADHERED ROOF MEMBRANE

FLEXIBLE SINGLE PLY ROOF MEMBRANE

TO ALLOW FOR EXPANSION JOINT

BONDING ADHESIVE

CONCRETE SLAB

OVER STEEL DECK

EXPANSION JOINT SYSTEM

EXISTING WALL

TERMINATION BAR

M

IN

8"

SEALANT

FIRE RATED EXPANSION

JOINT FILLER

BALLASTED ROOFING SYSTEM

(OVER EPDM MEMBRANE)

PREFABRICATED ROOF CURB

PRESERVATIVE TREATED WOOD BLOCKING

FRAMED OPENING. SIZE AND TYPE PER

STRUCTURAL DRAWINGS.

ROOF MOUNTED MECHANICAL EQUIPMENT

RIGID INSULATION

TAPERED RIGID INSULATION

FULLY ADHERED ROOF MEMBRANE

CONCRETE SLAB OVER STEEL DECK

8" M

IN

PARTITION TO LIMIT THE TRANSFER OF SMOKE

( NO FIRE RATING )

1-HOUR FIRE RATED PARTITION

FIRE RATED PARTITION LEGEND

2-HOUR FIRE RATED PARTITION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A103

ARCHITECTURAL ROOF PLAN

09/11/2017 13030

BID DOCUMENTS

1/8" = 1'-0"

ROOF PLAN

NORTH

PROJECT

1 1/2" = 1'-0"

ROOF EXPANSION JOINT

1" = 1'-0"

ROOF DRAIN DETAIL

1" = 1'-0"

PIPE PENETRATION DETAIL

1 1/2" = 1'-0"

EXPANSION JOINT TERMINATION DETAIL

1 1/2" = 1'-0"

MECHANICAL CURB DETAIL

N

PP

S S S S

S

S S

S S

S S

S S

S

N

N

N

N

N N

N

N

N

N

N

NNNN

N

N

S

E

E

E

E

E

E

E

E

PP

A401

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

TYPICAL OF

21 LOCATIONS

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-101

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-102

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-104

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-106

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-108

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-103

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-105

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-107

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-109

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-110

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-112

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-114

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-116

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-118

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-122

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-124

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-126

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-130

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-111

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-113

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-115

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-117

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-121

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-123

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-125

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-129

STAIR 2 (EXIST.)

1V-180

C O

R R

ID

O

R

C

IX

-2 C

O R

R

ID

O R

C

IX

-2

STAFF TLT

1X-132

STAFF BREAK

ROOM

1X-134

CROSS CORRIDOR

CIX-3

SOILED WORKROOM

1X-136

ELECTRICAL ROOM

1X-131

CROSS CORRIDOR

CIX-4

OFFICE (NM)

1X-141

CLEAN LINEN

1X-138

EQUIPMENT STORAGE

1X-137

SOILED WORKROOM

1X-142

EQUIPMENT

STORAGE

1X-144

CLEAN WORKROOM

1X-145

SIMILAR TO ROOM '1X-127'

(U.N.O.)

PRIVATE PATIENT

ROOM

1X-119

SIMILAR TO ROOM '1X-128'

(U.N.O.)

PATIENT TOILET /

SHOWER

1X-120

PATIENT LAUNDRY

1X-133

HAC

1X-135

C O

R R

ID

O

R

C

IX

-1

8' - 0" CLEAN SUPPLY

1X-139

NOURISHMENT

1X-140

OIT

1X-143

( NO CEILING )

EXISTING LEVEL ONE

( 'V' UNIT )

OPEN TO UNDERSIDE OF ROOF ABOVE

( NO CEILING )

PRIVATE PATIENT

ROOM

1X-127

PATIENT TOILET /

SHOWER

1X-128

7' - 8"

8' - 0"

A402

7' - 2" 7' - 2"

7' - 2" 7' - 2"

7' - 2"

NEW CEILING INFILL TO MATCH EXISTING

( GRID / TILE / HEIGHT / PATTERN )

EXISTING LEVEL ONE

( 'V' UNIT )

EXISTING LEVEL ONE

( 'U' UNIT )

MULTI-DISCIPLINARY

WORKSTATION (MDW)

1X-147

6' - 10"

6' - 10"

8' - 0"

6' - 10"

( NO CEILING SCOPE WITHIN

EXISTING STAIRWELL )

NEW EXTERIOR LIGHT FIXTURE IN EXISTING EXTERIOR BRICK

MASONRY WALL - REFER TO ELECTRICAL DRAWINGS

NEW EXTERIOR LIGHT FIXTURE -

REFER TO ELECTRICAL DRAWINGS

C O

R R

ID

O

R

C

IX

-2

C O

R R

ID

O

R

C

IX

-1

6' - 10"

T

IL

E

F U

LL

E Q

E Q

BULKHEAD

7' - 2"

BULKHEAD

7' - 2"

BULKHEAD

7' - 2"

BULKHEAD

7' - 2"

6' - 10"

RCP RCP RCP RCP

R C

P

R C

P R

C P

R C

P R

C P

R C

P

R C

P R

C P

R C

P R

C P

R C

P

RCP

A121

A121

A121

8' - 0" 8' - 0"8' - 0"8' - 0"

8' - 0"

NEW EXTERIOR LIGHT FIXTURE -

REFER TO ELECTRICAL DRAWINGS

PT4

PT4

PT4 PT4PT1

PT1

MEDICATION ROOM

1X-146

8' - 0" 8' - 0"

6' - 10"

GWB CEILING - WHERE SCHEDULED,

@ LOWER HEIGHT THAN ACT-SYSTEM

GWB CEILING - WHERE SCHEDULED,

@ SAME HEIGHT AS ACT-SYSTEM

1/2" ACT-SYSTEM 'SHADOW MOLDING'

SCHEDULED ACT-SYSTEM TYPICAL GRID AND TILE

RETURN GWB VERTICALLY TO RECEIVE

ACT-SYSTEM 'SHADOW MOLDING'

3-5/8" METAL STUD VERTICAL FRAMING @ 16" O.C.,

SECURED TO UNDERSIDE OF STRUCTURE ABOVE.

PROVIDE BRACING @ 32" O.C. MINIMUM

6" M

IN

GWB BULKHEAD - WHERE INDICATED.

REFER TO REFLECTED CEILING PLAN FOR HEIGHT

1/2" ACT-SYSTEM 'SHADOW MOLDING'

SCHEDULED ACT-SYSTEM TYPICAL GRID AND TILE

( EACH SIDE OF GWB BULKHEAD )

EXTEND GWB TO RECEIVE ACT-SYSTEM

'SHADOW MOLDING'

3-5/8" METAL STUD VERTICAL FRAMING @ 16" O.C.,

SECURED TO UNDERSIDE OF STRUCTURE ABOVE

6" M

IN

3-5/8" METAL STUD ALTERNATING

BRACING @ 32" O.C. MINIMUM

SCHEDULED GWB PARTITION

1/2" ACT-SYSTEM 'SHADOW MOLDING'

( CORRIDOR CEILINGS ONLY )

SCHEDULED ACT-SYSTEM TYPICAL

GRID AND TILE IN CORRIDOR

SCHEDULED CEILING TYPE / HEIGHT

( REFER TO CEILING PLAN FOR TYPE,

LOCATION, AND HEIGHT )

REFL. CEILING PLAN - LEGEND

SUPPLY AIR

TERMINAL

RETURN AIR

TERMINAL

RADIANT CEILING PANEL

RECESSED LIGHT FIXTURE

SUSPENDED / SURFACE

MOUNTED LIGHT FIXTURE

2 x 2 ACOUSTICAL CEILING TILE / GRID SYSTEM

( REFER TO FINISHES SCHEDULE FOR

INFORMATION )

2 x 4 EXISTING ACOUSTICAL CEILING TILE /

GRID SYSTEM - TO REMAIN

( REFER TO DEMOLITION DRAWINGS FOR

LIMITED EXTENT OF REMOVAL )

X'-X" CEILING / SOFFIT HEIGHT ( A.F.F. )

SPRINKLER HEADS

( REFER TO FIRE PROTECTION

DRAWINGS FOR TYPE )

RCP

GWB CEILING / BULKHEAD OR SUSPENDED GWB CEILING

( DASHED LINES INDICATE FRAMING ABOVE )

CEILING MOUNTED

DOMED MIRROR

EXIT SIGN

( REFER TO ELECTRICAL )

NEW 2 x 4 ACOUSTICAL CEILING TILE / GRID

SYSTEM - TO MATCH EXISTING

HEAVY DASHED LINES ON CEILING INDICATE

LOCATION OF PATIENT LIFT RAILS

( REFER TO ENLARGED PRIVATE PATIENT

ROOM CEILING PLANS FOR TYPICAL LAYOUT )

LINES INDICATING CUBICLE CURTAIN TRACK ( CCT )

AND SHOWER CURTAIN TRACK ( SCT )

( REEFER TO ENLARGED PRIVATE PATIENT

ROOM CEILING PLANS FOR TYPICAL LAYOUT )

CCT / SCT

S CEILING MOUNTED SPEAKER

( REFER TO TECHNOLOGY DRAWINGS )

N

CEILING MOUNTED NURSE CALL DOMELIGHT

( REFER TO TECHNOLOGY DRAWINGS AND

ENLARGED PRIVATE PATIENT ROOM CEILING

PLANS FOR TYPICAL LAYOUT )

PARTITION TO LIMIT THE TRANSFER OF SMOKE

( NO FIRE RATING )

1-HOUR FIRE RATED PARTITION

FIRE RATED PARTITION LEGEND

2-HOUR FIRE RATED PARTITION

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

Revisions: Date0

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

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

H.H. MCGUIRE VAMC -

CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER

652 - 314

DG JDB

1201 Broad Rock Boulevard, Richmond, VA 23249

A121

ARCHITECTURAL REFLECTED CEILING PLAN -

LEVEL ONE

09/11/2017 13030

BID DOCUMENTS

1/8" = 1'-0"

REFLECTED CEILING PLAN - LEVEL ONE

NORTH

PROJECT

1" = 1'-0"

TYPICAL CORRIDOR CEILING DETAIL

ACT SHADOW MOLDING TO GWB CLG

1" = 1'-0"

TYPICAL CORRIDOR CEILING DETAIL

GWB BULKHEAD @ CROSS CORRIDORS

1" = 1'-0"

TYPICAL CORRIDOR CEILING DETAIL

ACT SHADOW MOLDING TO WALL

01 - LEVEL ONE

0"

02 - ROOF LEVEL

17' - 9"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4"

0"

A .F

.F

FIELD BRICK:

MATCH EXISTING 'POLYTRAUMA' BRICK COLOR, SIZE, AND PATTERN

ROOF-TOP MECHANICAL EQUIPMENT.

REFER TO MECHANICAL DRAWINGS

M.O.

3' - 4" 4' - 8"

M.O.

3' - 4" 4' - 0" 6' - 4" EJ

W1W1W1W1W1W1W1W1W1W1

22' - 8"22' - 8"20' - 0" 7' - 0" 13' - 0"

155' - 4"

MASONRY VENEER: (BEYOND)

MATCH EXISTING 'POLYTRAUMA' MASONRY VENEER OLOR, SIZE, AND PATTERN

6'

2'

C J

10' - 8" 16' - 0" 16' - 0" 18' - 0" 16' - 0" 16' - 0" 18' - 0" 16' - 0" 1' - 8"

C J C J C J C J C J

ROOF-TOP…