36C24618B0597-002.pdf

COVER SHEET

AND DRAWING INDEX

GI001

DSTH

CONSTRUCT NEW MRI

FACILITY

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

CONSTRUCT NEW MRI

FACILITY

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

KEYPLAN

CIVIL

EXISTING SITE AND DEMOLITION PLAN

C-101

DSST

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

KEYPLAN

CIVIL

PROPOSED SITE PLAN

C-102

DSST

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

STRUCTURAL

ABREVIATIONS AND NOTES

S-001

DSST

CONSTRUCT NEW MRI

FACILITY

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

F

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

KEYPLAN

STRUCTURAL

FOUNDATION PLAN

SF101

DSST

ISOCENTER

FD

33'-4"ADDITION

23'-1"ROOM

"R O

O M

8'-6"

/4

/4

E X

IS

T

1'-9"

M O

:8

3'-2"

8'-0"+/-

EXIST.

EQ EQ

13'-0"

46'-10"+/-

EXISTING

3'-7" 2

/8

7/8"

5'-0"

7'-4"

16'-0" 8'-6 1/2"

24'-9" 21'-0"

CONSTRUCT NEW MRI

FACILITY

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

KEYPLAN

STRUCTURAL

FLOOR FRAMING PLAN

SF111

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

KEYPLAN

STRUCTURAL

ROOF FRAMING PLAN

SF121

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

STRUCTURAL

CONCRETE DETAILS

S-301

590-CSI-701

NO. DESCRIPTION DATE

110C

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

95% SCHEMATIC SUBMISSION - NOT FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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

MR PROJECT NO: 0500-0007

B

A

C

D

E

F

STRUCTURAL

SECTIONS AND DETAILS

S-501

FRAMIING LUMBER

CONCRETE

CMU

FINISH WOOD

BRICKPLYWOOD

PARTICLE BOARD

STEEL

BATT INSULATION

GYPSUM WALL BOARD

RIGID INSULATION

GRAVEL FILL

EARTH

B

A

A3-1

A2-1WINDOW TYPE

PARTITION TYPE

BULDING SECTION

DOOR NUMBER

WALL/DETAIL SECTION

A3-1

3 WALL/DETAIL SECTION

A3-1

3 DETAIL INDICATORA SPECIFIC SHEET NOTES

INDICATES SECTION NUMBER

INDICATES SHEET WHERE SECTION IS DRAWN

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

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ARCHITECTURAL

GENERAL NOTES AND CODE

ANALYSIS

CONSTRUCT NEW MRI

FACILITY

02-14-2018 DM / VS PBL

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

STANDARD ARCHITECTURAL ABBREVIATIONS

SYMBOLS USED AS ABBREVIATIONS:

ANGLE

@ AT

CENTERLINE

CHANNEL

DIAMETER

# NUMBER

PERPENDICULAR

PLATE

STANDARD ABBREVIATIONS:

AC AIR CONDITIONING

ACC. ACCESSIBLE

ADJ. ADJACENT

A.F.F. ABOVE FINISHED FLOOR

AGG. AGGREGATE

ALT. ALTERNATE

AL. ALUMINUM

ANNOD. ANODIZED

APC. ACOUSTICAL PANEL CLG.

APPX. APPROXIMATE

ARCH. ARCHITECTURAL

A.S.T.M. AMERICAN SOCIETY FOR

TESTING MATERIALS

AUTO AUTOMATIC

A.S.U. ACOUSTICAL SPACE UNITS

B.C. BRICK COURSE

B.E.J. BRICK EXPANSION JOINT

BLDG. E.J. BUILDING EXPANSION JOINT

BD. BOARD

BET. BETWEEN

BIT. BITUMINOUS

B.L. BUILDING LINE

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

B.S. BRICK SHELF

BSMT. BASEMENT

BTU BRITISH THERMAL UNIT

CAB. CABINET

C.B. CATCH BASIN

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.G. CORNER GUARD

C.H. CEILING HEIGHT

C.I. CAST IRON

C.J. CONTROL JOINT

CK.BD. CHALKBOARD

CLOS. CLOSET

CLG. CEILING

CM. CENTIMETER

C.M.T. CERAMIC MOSAIC TILE

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

CONV. CONVECTOR

COORD. COORDINATE

CPT. CARPET

C.R. CEILING REGISTER

C.S. CEMENT SEALER

C.T. CERAMIC TILE

CTSK. COUNTERSUNK

CU. CUBIC

CWPA CEMENTIOUS WOOD-FIBER

PANELS - SUSPENDED

DEMO DEMOLITION

DEP. DEPRESSED

DEPT. DEPARTMENT

DET. DETAIL

D.H. DOUBLE HUNG

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DIV. DIVISION

DN. DOWN

DR. DOOR

DWG. DRAWING

E. EAST

EA. EACH

EC. END CAP

EL. ELEVATION

ELEC. ELECRIC

ELEV. ELEVATOR

EMER. EMERGENCY

EMR. ELEV. MACHINE ROOM

ENCL. ENCLOSURE

ENT. ENTRANCE

EP. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

E.W.C. ELECTRICAL WATER COOLER

EXCAV. EXCAVATE

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPOSED

E.J. EXPANSION JOINT

EXT. EXTERIOR

F.A.F. FACTORY APPLIED FINISH

F.A.I. FRESH AIR INTAKE

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.E.C. FIRE HOSE & EXTINGUISHER

CABINET

F.H.C . FIRE HOSE CABINET

FIN. FINISH

FL. FLOOR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

GENERAL CONTRACTOR NOTESMATERIALS AND SYMBOLS KEY

FLASH. FLASHING

FLUOR. FLOURESCENT

F.P. FIREPROOFING

F.P.S.C. FIREPROOF SELF-CLOSING

F.R. FIRE RATING

FRP FIBERGLASS REINFORCED

POLYESTER

F.S. FULL SIZE

FT. FOOT

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GBL. GLAZED BLOCK

G.C. GENERAL CONTRACTOR

GEN. GENERAL

G.I. GALVANIZED IRON

GL. GLASS

G.W.B. GYPSUM WALL BOARD

G.W.T. GLAZED WALL TILE

GYP. GYPSUM

H.B. HOSE BIB

HC. FOR HANDICAPPED USE

HDR. HEADER

HDW. HARDWARE

H.M. HOLLOW METAL

HOR. HORIZONTAL

H.P. HIGH POINT

H.R. HANDRAIL

HR. HOUR

HT. HEIGHT

HTG. HEATING

H.V.A.C HEATING, VENTILATION

AIR CONDITIONING

HD.WD. HARDWOOD

I.D. INSIDE DIAMETER

IN. INCH

INCAND. INCANDESCENT

INCL. INCLUSIVE

INSUL. INSULATION

INT. INTERIOR

INTER. INTERMEDIATE

INV. INVERT

J.C. JANITORS CLOSET

JT. JOINT

LAB. LABORATORY

LAM. LAMINATED

LAV. LAVATORY

LBS. POUNDS

LH. LEFT HAND

L.L. LIVE LOAD

LONG. LONGITUDINAL

L.P. LOW POINT

LT.WT. LIGHT WEIGHT

M. METER

MACH. MACHINE

MAINT. MAINTENANCE

MAR. MARBLE

MAS. MASONRY

MAT. MATERIAL

MAX. MAXINUM

MECH. MECHANICAL

MED. MEDIUM

MET. METAL

MFR. MANUFACTURER

M.H. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MLD. MOLDINGS

MM. MILLIMETER

M.O. MASONRY OPENING

MOD. MODULAR

MTL. MATERIAL

N. NORTH

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.R.C. NOISE REDUCTION

COEFFICIENT

N.T.S. NOT TO SCALE

NFPA NATIONAL FIRE

PROTECTION AGENCY

OA OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OPNG. OPENING

OPP. OPPOSITE

P. PAINT

PASS. PASSENGER ELEVATOR

ELEV.

PER. PERIMETER

PERF. PERFORATED

PGB PAINTED GYPSUM BOARD

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

PNL. PANEL

PREFAB. PREFABRICATE

PSI. POUNDS PER SQUARE INCH

PT. POINT

PTN. PARTITION

PVC. POLYVINYL CHLORIDE

PWD. PLYWOOD

Q.T. QUARRY TILE

QTY. QUALITY

R. RISER

RAD. RADIUS

R.B. RUBBER BASE

R.D. ROOF DRAIN

REF. REFERENCE

REG. REGISTER

REINF. REINFORCING

REQD. REQUIRED

RET. RETURN

REV. REVISION

R.H. RIGHT HAND

RM. ROOM

R.O. ROUGH OPENING

S. SOUTH

SAN. SANITARY

SCHED. SCHEDULE

SECT. SECTION

S.F. STAINED FINISH

SIM. SIMILAR

S.P. STARTING POINT

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

ST. STEEL

S.T.C.SOUND TRANSMISSION

STD. STANDARD

STOR. STORAGE

STR. STRUCTURAL

SUSP. SUSPEND

SYM. SYMETRICAL

SYN. SYNTHETIC

T.&B. TOP AND BOTTOM

TB. TACKBOARD

T.C. TERRA COTTA

T.D. TRENCH DRAIN

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T.&G. TONGUE AND GROOVE

THK. THICKNESS

THRU THROUGH

T.O. TRIMMED OPENING

T.O.S. TOP OF SLAB

TR. TREAD

TV. TELEVISION

T.W. TOP OF WALL

TYP. TYPICAL

U.L. UNDERWRITER'S

LABORATORY

U.O.N. UNLESS OTHERWISE

NOTED

V.P. VISION PANEL

V.C.T.VINYL COMPOSITION TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

V. VINYL

V.W.C. VINYL WALL COVERING

W. WEST

W/ WITH

W.C. WATER CLOSET

WD. WOOD

W/O WITH OUT

W.O. WINDOW OPENING

W.P. WATERPROOFING

W.PT. WORKING POINT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

GENERAL CONTRACTOR NOTES

ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST VERSIONS OF ALL APPLICABLE LOCAL, STATE, AND

FEDERAL AUTHORITIES, CODES, RULES, AND REGULATIONS.

CONTRACTOR IS SPECIFICALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF JOB SITE SAFETY.

ALL PRESSURE-TREATED LUMBER SHALL BE FOR GROUND CONTACT.

NO MATERIALS CONTAINING ASBESTOS WILL BE USED.

ALL PAINTING AND COATING MATERIALS, BOTH INTERIOR AND EXTERIOR, TO BE FREE OF LEAD AND MERCURY.

MATERIALS SHALL HAVE LOW OR NO "VOLATILE ORGANIC COMPOUNDS" (V.O.C.) COMPLIANT WITH STATE AND LOCAL

REGULATIONS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. VERIFY ALL EXISTING CONDITIONS AS THEY RELATE TO THE WORK. REQUEST CLARIFICATION OF ALL CONFLICTS PRIOR TO PROCEEDING. THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY REGARDING ANY DIMENSIONAL DISCREPANCIES NOTED ON THE DRAWINGS OR INCURRED DURING THE CONSTRUCTION PROCESS. NO ADDITIONAL COST WILL BE

PAID FOR VARYING DIMENSIONAL CONDITIONS.

ALL DIMENSIONS SHOWN ON DRAWINGS ARE NOTED FROM FACE OF C.M.U., CONCRETE, MASONRY, OR ROUGH FRAMING. FINISH MATERIAL TO FINISH MATERIAL DIMENSIONS MAY BE USED WITH EXISTING CONDITIONS AND

DETAILS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL QUANTITIES IN ACCORDANCE W/ THE CONTRACT DOCUMENTS. LISTED QUANTITY ASSUMPTIONS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL QUANTITIES.

CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH ALL SITE CONDITIONS, UTILITIES, ELEVATIONS AND DIMENSIONS PRIOR TO START OF WORK. THE CONTRACTOR IS TO CONTACT THE OWNER/ ARCHITECT FOR ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY, LAYOUT, AND COORDINATION OF ALL WORK.

DURING THE BID PHASE, CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING AND PRICING

ALL CONTRACT DOCUMENTS AS A COMPLETE SET.

CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO BUILDING AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO

PROTECT ALL EQUIPMENT AND BUILDING FROM DUST AND WATER DAMAGE.

ALL WORK SHALL BE DONE IN WORKMANLIKE MANNER AND IN CONFORMANCE WITH MANUFACTURER'S

INSTALLATION AND GUARANTEE REQUIREMENTS.

ISOLATE ANY ALUMINUM SURFACE THAT WILL BE IN CONTACT WITH ANY FERROUS METAL WHETHER THE FERROUS METAL IS NOW PAINTED OR NOT. THE ISOLATION SHALL BE PERFORMED BY THE CONTRACTOR AS PER THE

SPECIFICATIONS.

PROVIDE ELECTROLYTIC PROTECTION WITH BITUMINOUS COATING BETWEEN ALL DISSIMILAR METALS, BETWEEN

METAL AND CONCRETE/CMU WALL AND AT DOOR/LOUVER FRAMING.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL UTILITY SERVICE CONNECTIONS TO ALL EQUIPMENT TO INSURE THAT THE EQUIPMENT IS IN FULLY FUNCTIONAL OPERATIONS E.I. WIRING DEVICES, POWER SUPPLIES, ACCESSORIES, CONTROLS, CONDUIT, SUPPORTS, FASTENERS, PIPING, GROUNDING, ETC.

DRAWINGS SHALL NOT BE SCALED.

ANY CONFLICT IN THE DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN

CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO THE ARCHITECT AND OWNER PRIOR TO

PROCEEDING WITH WORK.

ANY DEVIATION FROM, OR IN FIELD ALTERATION TO THESE DRAWINGS AND SPECIFICATIONS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL OF ARCHITECT OR OWNER. ANY SUCH ALTERATIONS SHALL BE

CORRECTED AT ONCE, WITH NO EXPENSE TO THE OWNER.

DEMOLITION, CUTTING AND PATCHING OF ANYTHING REQUIRED TO CONSTRUCT THE PROJECT, IS HEREIN MADE A PART THE PROJECT SCOPE OF WORK AND SHALL CONFORM TO THE LEVEL OF FINISH REQUIRED FOR THIS

PROJECT.

ALL NAILERS, BLOCKING, SHIMS OR FURRING AND OTHER ROUGH CARPENTRY FOR USE AT CONCRETE, OR MASONRY MATERIALS SHOWN ON DRAWINGS SHALL BE PRESSURE AND FIRE-RETARDANT TREATED.

PRESERVATIVE TREATMENT FOR GROUND-CONTACT APPLICATION SHALL FOLLOW THE AMERICAN WOOD

PROTECTION ASSOCIATION (AWPA).

NOT USED.

NO ITEMS SHALL BE SUPPORTED OR HUNG FROM EACH OTHER. G.C. SHALL CONFIRM WITH STRUCTURAL ENGINEER

IF SUSPENDED ITEMS CAN BE FASTENED SECURELY TO WALLS AND/OR STRUCTURAL MEMBERS.

COORDINATE AND PROVIDE APPROPRIATE BLOCKING IN WALLS FOR ALL WALL HUNG ITEMS, I.E. CABINETS, SHELVING, COUNTERS, GRAB BARS, TOWEL BARS, HOOKS, SHOWER SEATS, BENCHES, MECHANICAL, ELECTRICAL &

PLUMBING EQUIPMENT & SUPPLY FOR EACH, ETC, TYPICAL.

ALL EXPOSED STEEL, SUCH AS, BUT NOT LIMITED TO BEAMS, COLUMNS, LINTELS, ANGLES, JOINTS, SHALL BE COATED BY CORROSIVE RESISTANT PAINT ON ALL SURFACES. COLOR TO BE SELECTED BY ARCHITECT.

ALL EXPOSED CONCRETE SURFACES SHALL HAVE CLASS "A" FINISH.

CUT NEATLY AROUND ALL DUCTS, PIPING, ETC. IN EXPOSED AREAS AND SEAL TIGHT.

PROVIDE SEALANT AT ALL FIXTURES AND CHANGE IN MATERIAL, TYPICAL.

PROVIDE ACOUSTICAL INSULATION IN ALL WALLS OF BATHS.

PROVIDE SHOP DRAWINGS FOR ALL WINDOWS & DOORS, BUILT-IN CABINETRY, INCLUDING ALL KITCHEN CABINETS, ISLANDS, BARS, CUBBIES, SHELVES, BENCH SEATS AND COUNTERTOPS. ALL DRAWINGS SHALL BE AT A MINIMUM OF ½”=1’-0” FOR PLAN, ELEVATIONS AND SECTIONS, WITH 1 ½” = 1’-0” DETAILS. DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. DIGITAL DRAWINGS IN PDF FORMAT WILL BE

ACCEPTABLE FOR SUBMISSION.

ALL REQUIRED EXITS, EXIT ACCESS, AND EXIT DISCHARGE AREAS SHALL BE CONTINUOUSLY MAINTAINED CLEAR AND UNOBSTRUCTED FOR INSTANT USE IN THE EVENT OF A FIRE OT OTHER EMERGENCY(NFPA 101-7.1.10.1).

IBC 2015 CODE ANALYSIS

CHAPTER 3 - USE AND OCCUPANCY

IBC 304.1 - BUSINESS GROUP 'B':

OUTPATIENT CLINIC

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY

N/A

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

IBC TABLES 504.3, 504.4, AND 506.2:

GROUP 'B', CONSTRUCTION TYPE 'IIB', SPRINKLERED

MAXIMUM HEIGHT 75-FEET ACTUAL <75-FEET

4-STORY LIMIT ACTUAL 1 STORY

92,000 SQ.FT. MAXIMIUM AREA ACTUAL 3,008 SQ.FT.

CHAPTER 6 - TYPES OF CONSTRUCTION

IBC TABLE 601 - FIRE RESISTANT RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

TYPE IIB CONSTRUCTION:

PRIMARY STRUCTURAL FRAME TO BE 0 HRS

BEARING EXTERIOR WALLS TO BE 0 HRS

BEARING INTERIOR WALLS TO BE 0 HOURS

NONBEARING EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE BEYOND 30-FEET TO BE 0 HRS

NONBEARING INTERIOR WALLS AND PARTITIONS TO BE 0 HRS

FLOOR CONSTRUCTION TO BE 0 HRS

ROOF CONSTRUCTION TO BE 0 HRS

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

N/A

CHAPTER 8 - INTERIOR FINISHES

IBC TABLE 803.9 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS

GROUP

BUSINESS, SPRINKLERED

CORRIDORS

C

ROOMS

C

REMARKS

IBC 803.1.1 - INTERIOR WALL AND CEILING FINISH MATERIALS:

CLASS 'A' = FLAME SPREAD INDEX 0-25 / SMOKE-DEVELOPED INDEX 0-450.

CLASS 'B' = FLAME SPREAD INDEX 26-75 / SMOKE-DEVELOPED INDEX 0-450.

CLASS 'C' = FLAME SPREAD INDEX 76-200 / SMOKE-DEVELOPED INDEX 0-450.

CERTIFICATES FOR INTERIOR FINISHES SHALL BE MADE AVAILABLE TO FIRE MARSHAL FOR FIELD INSPECTION.

EXIT

PASSAGEWAYS

B

CHAPTER 9 - FIRE PROTECTION SYSTEMS

IBC 903 - EXISTING BUILDING IS SPRINKLERED AND NEW ADDITION WILL BE SPRINKLERED ACORDING

TO SECTION 903.

CHAPTER 10 - MEANS OF EGGRESS

IBC TABLE 1004.1.2

FUNCTION OF SPACE: BUSINESS AREAS 100 GROSS SQ.FT. PER OCCUPANT

EXISTING BUILDING AND ADDITION 3,008 GROSS SQ.FT. 31 OCCUPANT LOAD

IBC 1006.2.2 - ONE EXIT ACCESS DOORWAY IS REQUIRED FOR SPACES WITH A MAXIMUM OCCUPANT LOAD OF 49.

IBC 1006.3.2, cond 2 - A SINGLE EXIT PER STORY IS PERMITTED IBC TABLE 1017.2 - EXIT ACCESS TRAVEL DISTANCE IN 'B' OCCUPANCY WITH SPRINKLER SYSTEM IS 300 FEET.

IECC 2015 CODE REQUIREMENTS

CHAPTER 4 [CE] - COMMERCIAL ENERGY EFFICIENCY

CLIMATE ZONE: 4

IECC TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE

METHOD

IECC TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR METHOD, NOTED

IN SPECIFICATIONS

IECC TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS, NOTED IN

SPECIFICATIONS

ASSEMBLY

ROOF DECK (ABOVE)

R-VALUE

R-30

U-FACTOR

U-0.032

BUILDING

BUILDING

110C

ADDITION WALLS ABOVE GRADE R-9.5 CI

SLAB ON GRADE R-10 FOR 24" BELOW

OPAQUE DOORS R-4.75

U-0.104

U-0.54

U-0.61

JOIST/FRAMING FLOOR R-10 U-0.033

ENTRANCE DOOR U-0.77

SHGC

0.40

NFPA 101, 2015 CODE ANALYSIS

CHAPTER 3 - USE AND OCCUPANCY

NFPA CHAPTER 38: NEW BUSINESS OCCUPANCY

NFPA TABLE 20.1.6.1, CONSTRUCTION TYPE II 000

NFPA 38.2.6.2: EXIT ACCESS TRAVEL 300-FEET

NFPA 12.2.5.1.2: COMMON PATH OF TRAVEL: 75-FEET FOR COMMON PATH SERVING

LESS THAN 50 OCCUPANTS.

CONTROL ROOM

CORRIDOR

MRI ROOM 1

EQUIPMENT

ROOM 1

SOILED UTILITY

TOILET

DRESSING RM 2

DRESSING RM 1

CORRIDOR

CHECK-IN/OFFICE

READING ROOM

WAITING ROOM

CORRIDOR

UTILITIES/STORAGE

REMOVE STOREFRONT

REMOVE MASONRY

VENEER AND

INSULATION. LEAVE

CMU BACK UP TO

REMAIN.

REMOVE

PORTION OF

WALL

'-2

'-2

TEMPORARY ICRA

PARTITION

(INTERIOR)

'-0

REMOVE WALL WATCH AND CABINETRY AND INSTALL AGAINST

TEMPORARY ICRA PARTITION DURING CONSTRUCTION. SEE

PICTURES. INSTALL ON PERMANENT WALLS AT THE END OF

CONSTRUCTION.

EXISTING COUNTER TO REMAIN

SALVAGE SINK, SOAP AND

PAPER TOWEL

DISPENSERS. REINSTALL

AFTER ICRA WALL IS

INSTALLED.

REMOVE CHARGERS

AND CO2

READOUT/ALARM

AND RELOCATE ON

ICRA PARTITION

FEC TO REMAIN

EXISTING AREAWAY

RELOCATE

CONDENSATE

PIPE

SALVAGE SIGN

TEMPORARY ICRA PARTITION (WEATHER-TIGHT)

SE

E

SC

H

ED

U

LE

W

IN

D O

W O

P N

G 2'

-0

NOTE:

ALL WORK HAS TO BE ENCLOSED SUCH THAT CONSTRUCTION

DUST REMAINS WITHIN CONSTRUCTION AREA.

CONTRACTOR IS RESPONSIBLE TO CLEAN ALL DUST

ASSOCIATED WITH THE CONSTRUCTION, AND WILL CLEAN ANY

DUST OUTSIDE WORK AREA.

PARTITION SHALL BE ASSEMBLED FROM FLOOR TO

UNDERSIDE OF ROOF DECK.. SEAL ALL GAPS ON BOTH SIDES.

PROVIDE REQUIRED BRACING.

EXISTING

DECK ABOVE

10 MIL. FIRE-RETARDANT

POLY AT PARTITION,

EXTENDED TO

UNDERSIDE OF

STRUCTURE ABOVE,

TAPED AND SEALED AT

ALL EDGES, AROUND

STEEL BEAMS AND

AROUND ALL

PENETRATIONS

EXISTING FLOOR

WOOD PARTITION WITH

1/2" PLYWOOD ON

OCCUPIED AREA

OCCUPIED AREA

CONSTRUCTION

ZONE

INTERIOR ICRA PARTITION WEATHER-TIGHT ICRA PARTITION

EXISTING

DECK ABOVE

10 MIL. FIRE-RETARDANT POLY

AT PARTITION, EXTENDED TO

UNDERSIDE OF STRUCTURE

ABOVE OR EXTENDED 8"

ABOVE OPENING, TAPED AND

SEALED AT ALL EDGES,

AROUND STEEL BEAMS AND

AROUND ALL PENETRATIONS

EXISTING FLOOR

WOOD PARTITION WITH

1/2" EXTERIOR GRADE

PLYWOOD ON EACH SIDE

CONSTRUCTION

ZONE

R-19 INSUL

WEATHER BARRIER

BASE FLASHING

PROVIDE ADDITIONAL SUPPORT

FOR WALL-MOUNTED

EQUIPMENT

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

C :\R

EV

IT

\1

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A M

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-1

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.rv t

AD100

ARCHITECTURAL

DEMOLITION

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

1/4" = 1'-0"1 LEVEL 1 - DEMOLITION

DEMOLITION NOTES:

1. DASHED LINES INDICATES CONSTRUCTION TO BE REMOVED.

2. SEE MEP DRAWINGS FOR MEP RELATED DEMOLITION.

3. COORDINATE WITH OWNER LOCATION OR STORAGE OF SALVAGED ITEMS.

4. CONTRACTOR IS RESPONSIBLE FOR TRASH AND DEBRIS REMOVAL.

5. PATCH AND REPAIR DEMOLITION AREA TO MATCH EXISTING AT NO EXPENSE TO THE OWNER BEFORE/ AFTER INSTALLING NEW MATERIALS.

6. PROTECT EXISTING FINISHES "TO REMAIN"

7. CONTRACTOR TO REPAIR/REPLACE ANY DAMAGE TO EXISTING ADJACENT FINISHES OR FITTINGS THAT OCCURS DURING THE CONSTRUCTION WORK.

8. REMOVE EXISTING EXTERIOR DOORS, GLAZED OR METAL TRANSOM PANELS, GRILLES IT IS THE INTENT OF THESE DOCUMENTS THAT THE

CONTRACTOR SHALL REMOVE AND REPLACE EXTERIOR DOORS AND WINDOW SYSTEMS. THE CONTRACTOR SHALL PROVIDE A COMPLETE SURVEY PRIOR TO SUBMITTING A BID TO ENSURE WHICH EXTERIOR DOORS AD WINDOWS WILL BE REPLACED. NO ADDITIONAL COST WILL BE PAID FOR ANY

OPENINGS NOT SHOWN ON THE DRAWINGS.

9. REMOVE AND REPLACE ALL SECURITY SYSTEM DEVICES CURRENTLY INSTALLED ON EXTERIOR DOORS AND WINDOWS. VERIFY OPERATION PRIOR

TO INSTALLATION OF NEW FRAMES AND AFTER INSTALLATION IS COMPLETE.

10. PATCH AND REPAIR EXISTING WALL WHERE WALL WAS DAMAGED DUE TO RELOCATING PLUMBING FIXTURES.

11. COORDINATE WITH OWNER FOR THE RELOCATION AND STORAGE OF LINEN CART, SPHYGMOMANOMETER WITH BATTERY CHARGING RACK, CHARTING DESK, AND MEDS CABINET.

3/4" = 1'-0"

ICRA PARTITION

REMOVE AND INSTALL CHARGERS AND CO2 READOUT/ALARM ON ICRA PARTITION.

INSTALL ON PERMANENT WALL AFTER CONSTRUCTION.

ROLL-OUT / REMOVE CABINETS AND WALL

EQUIPMENT AND INSTALL ON ICRA PARTITION

DURING CONSTRUCTION. INSTALL ON PERMANENT

WALL AFTER CONSTRUCTION.

SALVAGE PLUMBING FIXTURES AND

ACCESSORIES, AND RELOCATE AFTER ICRA

PARTITION IS INSTALLED.

MRI ROOM 2

EQUIPMENT

ROOM 2

TOILET

STORAGE / UPS

CORRIDOR

CONTROL ROOM

CONTROL ROOM

CORRIDOR

MRI ROOM 1

EQUIPMENT

ROOM 1

SOILED UTILITY

TOILET

DRESSING RM 2

DRESSING RM 1

CORRIDOR

CHECK-IN/OFFICE

READING ROOM

WAITING ROOM

CORRIDOR

UTILITIES/STORAGE

33'-4" ADDITION

'-4

23'-1" ROOM

'-0

" R O

O M

7' -0

7'

-0

8'-6"

FURR OUT EXISTING CMU

RADIO FREQUENCY (RF) SHIELDING AND PASSIVE

MAGNETIC SHIELDING

SOUND ABSORPTION PERIMETER

1' -9

1'

-2

7' -1

1" 7'

-3

/4

1' -3

E

XI

S T

5' -2

'-3

1'-9"

S101

1' -1

1" M

O : 8

'-0

4"

ILUMINATED SIGN

ABOVE DOOR

PENETRATION PANEL

WITH RF FILTER PLATE

0.5 mT LINE

3'-2"

AE302

AE301 3

AE301

STORM

DRAIN PIPE

CART STORAGE

8'-0" +/- EXIST.

EXISTING AREAWAY

EQ EQ

13'-0"

AE501

AE501

AE401

AE501

AE501

AE501

AE501

A

B

C

AE501

AE501

46'-10" +/- EXISTING

AE302

AE302

AE302

3'-7" 2' -3

AE301

CONCRETE

SIDEWALK. TIE TO

EXISTING WALKWAY

4' -6

5'-0"

ADA PUSH PLATE

PATCH AND FINISH

THIS WALL

PATCH AND FINISH

THIS WALL

4'-0" CORNER GUARD (TYP. OF 6)

CRASH RAIL, TYP.

ADA TOILET SIGN

(UNISEX)

16'-0" 8'-6 1/2"

9' -6

24'-9" 21'-0"

A

B

C

C

D

E

E

E E

F

F

F

C1

C

C

C

G G

FURR-OUT EXISTING WALL

7' -6

8'-6"

3' -5

EQ EQ 3'-0"

EXT. INSULATED TINTED

TEMPERED GLASS (TYP.)

9"

3' -6

TYPE 'A' TYPE 'B' TYPE 'C'

9"

TYPE 'D'

RF SHIELDA B C

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

C :\R

EV

IT

\1

V

A M

R I\L

-1

-V

A M

R I_

PB

.rv t

AE101

ARCHITECTURAL

NEW WORK PLAN

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

1/4" = 1'-0"1 LEVEL 1 - NEW WORK

NOTES:

1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED SURFACES, UNLESS SPECIFIED OTHERWISE.

2. CONTRACTOR SHALL VERIFY WITH MRI EQUIPMENT MANUFACTURER FINAL INSTALLATION DRAWINGS, THE LOCATIONS AND TRAVEL OF ALL

ANCILLARY EQUIPMENT TO BE CEILING- OR WALL-MOUNTED.

3. ALL REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING

LOCATIONS: TOILET ROOM 121.

4. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AND IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY.

5. ALL PENETRATIONS THROUGH WALLS SHALL BE FIRE SEALED.

6. ALL WOOD AND BLOCKING SHALL BE PRESSURE TREATED.

7. CORRIDOR WALKING SURFACE TO BE SLIP RESISTANT.

8. PATCH AND REPAIR EXISTING WALL WHERE WALL WAS DAMAGED DUE TO RELOCATING PLUMBING FIXTURES.

9. REPAIR ANY HOLES AND CRACKS IN EXISTING GWB WALLS. REPAINT ENTIRE WALLS WITH FINISH TO MATCH ADJACENT SURFACES.

10. ALL METAL USED FOR THE CONSTRUCTION OF THE MRI ROOM SHALL BE NON-FERROMAGNETIC.

11. INSTALL AN ILLUMINATED SIGN OUTSIDE AND IMMEDIATELY ABOVE THE 'MRI ROOM 2' DOOR, WHICH INDICATES "MAGNET IS ON". THIS SIGN

SHALL BE ON EMERGENCY POWER WITH BATTERY BACK-UP.

12. MRI EQUIPMENT HAS STRICT TEMPERATIRE/HUMIDITY REQUIREMENTS. VERIFY CONDITIONS WITH VENDOR.

MRI EQUIPMENT NOTES, TO BE CONFIRMED WITH SUBMITTAL PACKAGE:

A. NOTES, DIMENSIONS, AND SPECIFICATIONS ARE BASED ON THE FOLLOWING EQUIPMENT: SIEMENS MAGNETOM SKYRA 3T.

B. GENERAL CONTRACTOR SHALLTOUCH-UP AND INSTALL ANY COSMETIC OR TRIM WORK AFTER INSTALLING MRI EQUIPMENT AND ANY

ASSOCIATED SUPPORT APPARATUS.

C. ONLY NON-MAGHNETIC MATERIALS ARE TO BE USED AND INSTALLED IN THE MRI ROOM.

D. RADIO FREQUENCY (RF) SHIELDING:

a. MRI ROOM 2 MUST BE RF SHIELDED. THE REUIRED ATTENUATION IS 90dB IN THE FREQUENCY RANGE OF 15-128 MHz.

b. FOLLOW MRI EQUIPMENT VENDOR'S SHIELDING PLAN.

c. RF SHIELD ASSEMBLIES MUST BE CONTIGUOUS ON ALL SIDES, FLOOR AND CEILING.

d. ALL PROVIDED DOORS AND WINDOWS IN MRI ROOM 2 MUST BE RF SHIELDED. SIMILARLY, ALL PENETRATIONS INTO THE RF SHIELDED

ENCLOSURE (INCLUDING POWER, HVAC, EXHAUST, PIPING, AND PLUMBING) MUST PASS THROUGH SPECIAL RF FILTERS OR WAVE

GUIDES.

e. ANY PENETRATION THROUGH THE RF SHIELD ASSEMBLY MUST BE CAREFULLY COORDINATED BETWEEN THE MRI EQUIPMENT VENDOR AND THE RF SHIELD VENDOR. PENETRATIONS WILL REQUIRE SPECIAL FITTINGS AND MATERIALS TO MAINTAIN SHIELD INTEGRITY AND

TO PREVENT GROUND LOOPS THROUGH THE RF SHIELD.

f. RF FILTER PLATE:

• STRUCTURAL SUPPORT AND INTEGRATION OF THE FILTER PLATE AND RF SHIELDING SHALL BE INSTALLED. CONTACT RF

SHIELDING VENDOR.

• THE FILTER PLATE FRAME, RFR FILTER PLATE BLANK, RF GASKET AND MOUNTEING HARDWARE SHALL BE PROVIDED AND

INSTALLED BY THE RF SHIELDING CONTRACTOR.

E. PASSIVE MAGNETIC SHIELDING:

a. PASSIVE MAGNETIC SHIELDING SHALL BE PROVIDED, IN ADDITION TO RF SHIELDING.

F. PROVIDE MRI EQUIPMENT MANUFACTURER WITH ALL WALL, FLOOR AND CEILING DETAILS FOR CONFORMANCE WITH EQUIPMENT

REQUIREMENTS.

DOOR SCHEDULE

MARK TYPE FUNCTION CONSTRUCTION HEIGHT WIDTH THICKNESS DOOR FINISH HARDWARE

SET

REMARKS

S101 A EXTERIOR 7'-0" 3'-0" WHITE HW1

118 C INTERIOR 1 3/4"7'-0" 4'-0"

119 B 1 3/4"3'-0"

120 D

WINDOW SCHEDULE

MARK SIZE

H x W

FRAME GLASS

A 3'- 1/2" X 4'-3/4" MATCH MRI ROOM

1 WINDOW

OPERATION

FIXED

FRAME

MATERIAL

HOLLOW METAL

DOOR TYPES

GLASS

TINTED, TEMPERED

LAMINATED

REMARKS

STAINLESS STEEL

ALUM.

HEAD SILL JAMB HEAD JAMB

ALUMINUM

DOOR AND HARDWARE PROVIDED BY THE RF

SHIELD VENDOR

INTERIOR

INTERIOR

7'-0"

1 3/4"3'-0"7'-0"

121 D INTERIOR 1 3/4"3'-0"7'-0"

HOLLOW METAL

HOLLOW METAL HW3

HW2

HW2

RADIO FREQUENCY SHIELD

DOOR NOTES:

1. DOOR HARDWARE SYSTEM SHALL MATCH AMBULATORY CARE BUILDING.

2. STOREFRONT DOOR SHALL HAVE DOOR CLOSURE.

3. ALL DOORS SHALL BE ADA ACCESSIBLE.

4. ALL WOOD DOORS SHALL BE SOLID CORE FLUSH PANEL WOOD IN HOLLOW METALL FRAME. WOOD

DOORS SHALL MATCH EXISTING DOORS IN BUILDING 110C; ASSUME RED OAK WITH MEDIUM CHERRY

FINISH, PLAIN SLICED, FACTORY FINISHED.

5. DOOR JAMBS SHALL HAVE HOSPITAL TYPE SANITARY STOS THAT STOP 8" FROM THE FLOOR TO

FACILITATE MOPPING.

6. ALL WOOD DOORS SHALL RECEIVE KICK/MOP PLATES AT EACH SIDE.

WOOD

WOOD

WOOD

WOOD

B

C

FIXED ALUM. WHITE

FINISH TO MATCH

EXISTING.

NONE

NONE

NONE

PROVIDE AUTOMATIC DOOR OPENER

SLIDER

SEE SPECS.

SEE SPECS.

SEE SPECS.

SEE SPECS.

3'- 1/2" X 4'-3/4"

3'- 10.5" X 4'-9" V.I.F.

ALUM. WHITE

FINISH

RF SHIELD GLASS

1" INSULATED UNIT

1/4"-1/2"-1/4"

1/4" TEMPERED

AE302

SBS MODIFIED-BITUMEN ROOFING

3'-6" 3'-6"

3' -6

3'

-6

7'X7' ROOF HATCH,

CENTERED ON

ISOCENTER EXISTING HATCH TO REMAIN.

REPLACE COVERING.

EXISTING PARAPET TO REMAIN

S

LO

P

1/

4"

2"

S

LO

P

1/

4"

2"

E.F.

E.F.

EXISTING LADDER TO REMAIN

AE302

AE302

AE302

TAPERED INSUL.

SLO

PE

TAPERED INSUL..

DRAIN VALLEY

R.D.

REPLACE ROOF COVERING WITH

SBS MODIFIED-BITUMEN ROOFING

REPLACE EXISTING PARAPET COPING, TYP.

RD

RD

AE502

Sim

AE111

Sim

AE111

Sim

AE111

Sim

TOP OF MASONRY

2' -0

COPING

CONTINUOUS CLEAT

MTL FLASHGING UNDER COPINGP.T. WD.

BLKG.

ROOF MEMBRANE. EXTEND UP TO

TOP OF WD. BLKG.

1/2" FIBER BOARD

ROOF INSULATION R-30

EXIST. MTL. DECK

AND ROOF FRAME

JOIST BEARING

CANT

5" TAPERED INSULATION

8" M

AX

EXISTING EXTERIOR WALL ASSEMBLY

BAKER ROD AND SEALANT, BOTH SIDES

COPING

MTL FLASHGING UNDER COPING

P.T. WD. BLKG.

ROOF MEMBRANE. EXTEND UP TO

TOP OF WD. BLKG., BOTH SIDES

1/2" FIBER BOARD, BOTH SIDES

ROOF INSULATION R-30,

BOTH SIDES

CANT, BOTH SIDES

TAPERED INSULATION

8" M

AX

EXISTING EXTERIOR WALL ASSEMBLY

MTL. DECK AND

ROOF FRAME

EXIST. MTL. DECK

AND ROOF FRAME

EXISTINGADDITION

BAKER ROD AND SEALANT, BOTH SIDES

ROOF MEMBRANE

1/2" FIBER BOARD

ROOF INSULATION R-30

MTL. DECK

ROOF FRAME

TAPERED INSULATION

SLOPE 1/4:12

ROOF DRAIN

CONT. SEALANT

1/4:12 SLOPE1/4:12 SLOPE

CONTINUOUS CLEAT

ROOF MEMBRANE.

EXTEND UP ON WALL

1/2" FIBER BOARD

ROOF INSULATION R-30

EXIST. MTL. DECK

AND ROOF FRAME

CANT

TAPERED INSULATION

8" M

AX

8" M

IN

REGLET

CONT.

SEALANT

MORTAR SEALANT

6"

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

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AE111

ARCHITECTURAL

ROOF PLAN

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

ROOF NOTES:

1. THE ROOF SYSTEM WILL BE AN SBS-MODIFIED BITUMEN CAP PLY FOR USE IN APPROVED MULTI-PLY MEMBRANE AND FLASHING ASSEMBLIES. TOPSIDE IS TO BE SURFACED WITH A HIGHLY REFLECTIVE WHITE FILM.

2. BUILT-UP ROOF SHALL HAVE SUFFICIENT PITCH AND DRAINS TO ASSURE THAT RAINWATER WILL NOT ACCUMULATE.

MINIMUM SLOPE TO BE 1/4" PER 12".

3. PROVIDE POSITIVE DRAINAGE TO ALL ROOF DRAINS AT ¼” PER FT. SLOPE MIN., UNLESS OTHERWISE NOTED.

4. PROVIDE VENT NOTCHES IN WOOD BLOCKING/NAILERS AT 12” O.C. TYPICAL FULL PERIMETER OF PARAPET, CURBS, MECH UNITS AND THRU ROOF PENETRATIONS.

5. PROVIDE CRICKETS OR SADDLES AT ALL ROOF PENETRATIONS AS REQUIRED TO INSURE PROPER DRAINAGE TO

ROOF DRAINS.

6. PROVIDE ½” SPACE BETWEEN PARAPET WALLS AND WOOD NAILERS, CONTINUOUS WHERE ROOF ABUTS THESE

WALLS.

7. TURN UP MEMBRANE ROOFING AT ALL WALLS, CURBS & PENETRATIONS 2” MINIMUM.

8. PROVIDE TAPERED INSULATION AS REQUIRED TO INSURE PROPER SLOPE DRAINS.

9. PROPOSED ROOF COVERING IS CLASS 'A'.

10. GUARDS SHALL BE PROVIDED WHERE A ROOF OPENING IS LOCATED 10' OF A ROOF EDGE OR OPEN SIDE OF A

WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30" ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A 21-INCH-DIAMETER

SPHERE.

11. BASE FLASHING SHOULD EXTEND 8 TO 12 IN. ABOVE HIGHEST ANTICIPATED WATERLINE.

12. METAL COUNTERFLASHING SHOULD LAP BASE FLASHING BY AT LEAST 4 IN. LAP ALL VERTICAL JOINTS.

13. ALL WOOD TO BE PRESSURE TREATED.

14. ROOF COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTION SUCH THAT THE

ROOF COVERING SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.

15. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF

THROUGH JOINTS AND COPINGS, THROUGH MOISTURE-PERMEABLE MATERIALS AND AT INTERSECTIONS WITH

PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.

16. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019” (NO. 26 GALVANIZED SHEET).

17. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NO

LESS THAN THE THICKNESS OF THE PARAPET WALL.

18. ROOF COVERINGS INSTALLED ON LOW-SLOPE ROOFS SHALL DEMONSTRATE PHYSICAL INTEGRITY OVER THE WORKING LIFE OF THE ROOF BASED UPON 2,000 HOURS EXPOSURE OF EXPOSURE TO ACCELERATED WEATHERING

TESTS.

1/4" = 1'-0"1 ROOF PLAN

1 1/2" = 1'-0"2 EXISTING PARAPET DETAIL

1 1/2" = 1'-0"3 ROOF TRANSITION COPING

1 1/2" = 1'-0"4 ROOF DRAIN

1 1/2" = 1'-0"5 EXISTING WALL/ROOF DETAIL

BULKHEAD, 6" BELOW

LOWEST CEILING ON

EITHER SIDE (8'-6"

A.F.F.)

WAITING ROOM

STORAGE / UPS

TOILET

EQUIPMENT

ROOM 2

CORRIDOR

MRI ROOM 2

10'-0"

8'-0"

10'-0"

WAITING ROOM

CORRIDOR

UTILITIES/STORAGE

TOILET

DRESSING RM 2

DRESSING RM 1

CORRIDOR

CHECK-IN/OFFICE

READING ROOM

CORRIDOR

MRI ROOM 1

CONTROL ROOM

CONTROL ROOM

EQUIPMENT

ROOM 1

SOILED UTILITY

ISOCENTER

ISOCENTER

9'-0"

9'-0"

ALIGN NEW WITH EXISTING CEILING

E

E

E

E

3'-8" EQ EQ

9'-0"

BULKHEAD ABOVE WALL CABINETS

TURRET

STORAGE / UPS

EQUIPMENT

ROOM 2

MRI ROOM 2

TOILET

CORRIDOR

READING ROOM

CORRIDOR

CONTROL ROOM

CONTROL ROOM

CHECK-IN/OFFICE

EXISTING BORDER

TO REMAIN:

RESILIENTSHEET

COLOR 1

EXISTING

RESILIENT SHEET

TO REMAIN:

COLOR 2

EXISTING RESILIENT SHEET TO REMAIN: COLOR 1RESILIENT SHEET TO MATCH COLOR 1

RESILIENT SHEET

TO MATCH

COLOR 2

7' -0

STATIC

DISSIPATE

FLOOR

COVERING

1' -0

CAB'T

EXISTING FIN. FLR.

0"

4' -0

" C O

R N

ER

G

U

AR

D

CRASH RAIL

H

AN

D R

AI

L

3' -0

" T O

P O

F

PVC TRANSITION TRIM

4' -1

0"

4" RESILIENT BASE. COLOR TO MATCH EXISTING

4' -6

" V

IN

YL

P

R O

TE

C

TI

O

N

PAINT

VINYL PROTECTION

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

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AE201

ARCHITECTURAL

REFLECTED CEILING PLAN AND

FINISHES

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

1/4" = 1'-0"1 Level 1 REFLECTED CEILING PLAN

REFLECTED CEILING NOTES:

1. SEE MECHANICAL/ELECTRICAL DWGS. FOR LOCATION OF ALL CEILING REGISTERS,

DIFFUSERS & SMOKE DETECTORS. COORDINATE WITH CEILING GRID.

2. CENTER ALL MECHANICAL AND ELECTRICAL ITEMS WITHIN EACH GRID U.O.N.

3. ALL BATHROOMS TO BE WATER RESISTANT GYPSUM BOARD CEILING PAINTED U.N.O.

4. REPAIR ANY HOLES AND CRACKS IN EXISTING GWB CEILING. PAINT ENTIRE CEILING WITH

SEMI-GLOSS PAINT.

5. PROVIDE ACCESS PANELS WHERE REQUIRED. COORDINATE LOCATION IN FIELD.

6. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL ACCESS PANELS WITH THE

LOCATION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS.

7. UNDER NO CIRCUMSTANCES WILL THE CEILING HEIGHT BE LESS THAN 7'-6"

8. REWORK DUCTWORK TO SUIT NEW CONFIGURATIONS. NOTIFY ARCHITECT IF PROPOSED

BULKHEADS WILL NOT SUFFICE.

9. COORDINATE EXISTING SPRINKLER HEADS AS REQUIRED TO MEET BUILDING CODE. ALL

SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES.

10. LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT SHOWN ON THIS DRAWING

ARE FOR COORDINATION AND LOCATION PURPOSES ONLY. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

11. ANY CEILING-MOUNTED SPECIALTIES FOR THE MRI ROOM (MONITORS, ILLUMINATED

PANELS, INJECTOR ARMS, PROCEDURE LIGHTS, MEDICAL GASSES, ETC.) MUST BE

CAREFULLY COORDINATED FOR THEIR ATTACHMENT TO THE RF SHIELD. UNDER NO

CIRCUMSTANCES SHOULD ANYONE OTHER THAN THE RF SHIELD VENDOR MAKE ANY

MODIFICATIONS TO THE RF SHIELD SYSTEM.

12. SUSPENDED CEILING IN MRI ROOM MUST BE STATICALLY SUSPENDED, IN LIEU OF

MOVABLE CLAMPS, SPRINGS, ETC...

13. CORRUGATED RODS IN SUSPENDED CEILINGS MUST BE INSTALLED SECURELY. INSTALL A

WIRE JUMPER BETWEEN RODS.

FINISHES NOTES:

1. E.T.R.: EXISTING TO REMAIN

2. STATIC CHARGE DISSIPATION: MRI ROOM FLOOR COVERING SHALL DISSIPATE STATIC CHARGES.

RESILIENT SHEET FLOORING SHALL HAVE INTEGRAL DISSIPATION ELEMENTS WITH AN ELECTRICAL RESISTANCE OF < 109 OHMS; SHALL BE INSTALLED WITH A STATIC DISSPATIC ADHESIVE, COPPER

GROUND STRIPS, AND A STATIC DISSIPATIVE POLISH.

3. INTERIOR FINISHES SHALL MATCH THE QUALITY, LAYOUT AND WORKMANSHIP OF EXISTING MRI

BUILDING.

4. MRI ROOM CEILING SHALL BE STATICALLY SUSPENDED, NOT SUSPENDED WITH MOVABLE CLAMPS, SPRINGS, ETC. CORRUGATED RODS IN SUSPENDED CEILING MUST BE INSTALLED SECURELY.

GALVANIC CONTENT BETWEEN THE CORRUGATED RODS MUST BE GUARANTEED: THEY CANNOT JUST

LIE ON TOP OF ONE ANOTHER.

Finish Room Schedule

Number Name Area Perimeter Floor Finish Base Finish Wall Finish Ceiling Finish

101 CORRIDOR 55 SF 30'-2" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE E.T.R. E.T.R.

102 WAITING ROOM 313 SF 88'-1 3/4" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE PAINT PTD. GYP. BD.

103 UTILITIES/STORAGE 70 SF 33'-10" E.T.R. E.T.R. E.T.R. E.T.R.

104 READING ROOM 63 SF 31'-10" E.T.R. E.T.R. E.T.R. E.T.R.

105 CHECK-IN/OFFICE 56 SF 30'-0" E.T.R. E.T.R. E.T.R. E.T.R.

106 DRESSING RM 1 53 SF 29'-4" E.T.R. E.T.R. E.T.R. E.T.R.

107 DRESSING RM 2 53 SF 29'-4" E.T.R. E.T.R. E.T.R. E.T.R.

108 TOILET 64 SF 32'-0" E.T.R. E.T.R. E.T.R. E.T.R.

109 SOILED UTILITY 23 SF 19'-8" E.T.R. E.T.R. E.T.R. E.T.R.

110 CORRIDOR 51 SF 28'-10" E.T.R. E.T.R. E.T.R. E.T.R.

111 CORRIDOR 286 SF 101'-2" E.T.R. E.T.R. E.T.R. E.T.R.

112 EQUIPMENT ROOM 1 192 SF 56'-0" E.T.R. E.T.R. E.T.R. E.T.R.

113 MRI ROOM 1 303 SF 70'-6" E.T.R. E.T.R. E.T.R. E.T.R.

114 CONTROL ROOM 1 119 SF 43'-10" E.T.R. E.T.R. PAINT E.T.R.

115 CORRIDOR 197 SF 73'-0" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE ACOUSTICAL CEILING TILE 116 CONTROL ROOM 2 85 SF 37'-11 3/4" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE PAINT ACOUSTICAL CEILING TILE

118 MRI ROOM 2 323 SF 74'-2" SEAMLESS SHEET RESILIENT FLOORING,

SEE NOTE 2

RESILIENT FLASH COVE BASE Absorptive Material. see wall detail NON-FERROMAGNETIC ACOUSTIC CEILING TILE.

SEE NOTE 4.

119 EQUIPMENT ROOM 2 120 SF 47'-0" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE PAINT ACOUSTICAL CEILING TILE 120 STORAGE / UPS 116 SF 46'-6 1/4" SEAMLESS SHEET RESILIENT FLOORING 4" HIGH RESILIENT BASE ACOUSTICAL CEILING TILE 121 TOILET 45 SF 28'-3 1/4" PORCELAIN TILE PORCELAIN TILE PORCELAIN TILE AND PAINT PTD. GYP. BD.

1/4" = 1'-0"2 RESILIENT SHEET PATTERN

1/2" = 1'-0"3 CORRIDOR WALL

AE302

ALIGN

RED BRICK TO

MATCH EXISTING

ARCHITECTURAL

PRE-CAST TO

MATCH EXISTING

ALIGN

CONTROL JOINT

AE302

ALIGN

EXISTING WINDOW

NEW WINDOW TO MATCH EXISTING

GRADE

REPLACE COPING ON EXISTING PARAPETCOPING

NEW ADDITION

EXISTING BUILDING 110C

JOINTS

4'-0"

CORNER PRE-CAST

1'-5"

EXISTING BUILDING 110B

EXISTING BUILDING 110C

ALIGN

RED BRICK TO

MATCH EXISTING

ARCHITECTURAL

PRE-CAST TO

MATCH EXISTING

ALIGN

S101

REINSTALL SIGN

WALL PAK, TYP.

AE302

AE302

JOINT, TYP.

4'-0"

VINYL LETTERS

PRE-CAST RETURN

12" +/-

PRECAST RETURN

11" +/-

CORNER

2'-0" PRE-CAST

EXISTING FIN. FLR.

0"

AE302

AE302

DOOR OPENER.

ACCESSIBLE PUSH PLATE

JOINTS

4'-0"

ALIGN

RED BRICK TO

MATCH EXISTING

ARCHITECTURAL

PRE-CAST TO

MATCH EXISTING

ALIGN

CONTROL JOINT

REPLACE COPING ON

EXISTING PARAPET

COPING

CORNER

10" PRE-CAST

4'-0"

3' -3

5'-0" +/-

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

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AE301

ARCHITECTURAL

ELEVATIONS

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

1/4" = 1'-0"2 SOUTH ELEVATION

1/4" = 1'-0"3 WEST ELEVATION

1/4" = 1'-0"1 NORTH ELEVATION

EXISTING FIN. FLR.

0"

CORRIDOR

TOILET

WAITING ROOM

CRAWL SPACE

FACE OF EXISTING BUILDING 110B

ARCHITECTURAL PRE-

CAST BASE TO MATCH

EXISTING

RED BRICK VENEER TO

MATCH EXISTING

ROOF MEMBRANE OVER

ROOF INSUL. OVER

ROOF DECK, OVER

STEEL FRAME

R-10 SLAB ON

GRADE

INSULATION, TYP. R-30 FLOOR

INSULATION, TYP.

SLAB ON GRADE

WITH 2" CONC.

TOPPING TO

MATCH EXISTING

GRADE

AE302

AE302

S1018'

-0

2'-0"

ROOF DRAIN

TIE ROOF DRAIN TO

STORM DRAIN SYSTEM

AE111

Sim

EXISTING FIN. FLR.

0"

AE302

EQUIPMENT

ROOM 2

CORRIDOR

CORRIDOR

AE302

2" CONC. TOPPING

TO MATCH EXISTING

FINISH FLOOR

REPLACE EXISTING

ROOFING

REPLACE COPING ON

EXISTING PARAPET

3' -0

LINTEL AT NEW

OPENING. SEE

STRUCTURAL.

8' -6

6"

AE502

Sim

EXISTING FIN. FLR.

0"

AE302

MRI ROOM 2

CONTROL ROOM

AE302

R-10 SLAB ON

GRADE

INSULATION, TYP.

T.O. MASONRY

JOIST BEARING

'-4

" M

AS

O N

R Y

IN

C

R

EM

EN

T

2" FLOOR FINISH

EXISTING WALL

LINTEL AT NEW

WINDOW. SEE

STRUCTURAL.

2' -0

2'

-8

AE503

EXISTING FIN. FLR.

0"

AE302

AE302

STORAGE / UPS

EQUIPMENT

ROOM 2

119MRI ROOM 2

T.O. MASONRY

MATCH EXISTING

2" CONCRETE

TOPPING ON PLANKS,

TYP. EXCEPT MRI

ROOM

R-10 SLAB ON

GRADE

INSULATION, TYP.

R-30 FLOOR

INSULATION, TYP.

2'-0"

JOIST BEARING

'-4

" M

AS

O N

R Y

IN

C

R

EM

EN

T

V .I.

F .

2' -0

AE502

2"

CONC. MAT

CEILING

RF SHIELD

AE503

Sim

AE503

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

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

A

B

C

D

E

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

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

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AE302

ARCHITECTURAL

SECTIONS

CONSTRUCT NEW MRI

FACILITY

02-14-2018 Checker Author

95% CONSTRUCTION DOCUMENTS - NOT FOR

CONSTRUCTION

110C

590-CSI-701

HAMPTON VAMC, VIRGINIA

PBA No. 17017No. DESCRIPTION DATE

1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 3

1/4" = 1'-0"3 Section 4 1/4" = 1'-0"4 Section 5

0"

ISOCENTER

PATIENT SUPERVISION CAMERA

EXISTING FIN. FLR.

0"

8'-6" TO ISOCENTER

3' -4

/4

EXTENT OF RF FILTER PLATE

BEHIND RF SHIELD

R F

SH

IE

LD

O

P' G

1' -4

/4

7'

-0

3'-7" RF SHIELD OPENING3'-3 1/2"

4'-7" FINISHED WALL OPENING

W A

LL

O

P 'G

2' -5

/2

" F

IN

IS

H

E D

EXPOSED WALL RF SHIELD

MAGNET STOP

3' -6

EXISTING FIN. FLR.

0"

FERROMAGNETIC DETECTION

SYSTEM

NO SWITCHES,

SOLENOIDS, ETC. 1'-0"

AROUND DOOR OBSERVATION

WINDOW

ISOCENTER

EXISTING FIN. FLR.

0"

3' -4

/4

ISOCENTER

TURRET COVER

AE302

AE302

MAGNET IS ALLWAYS ON

SIGN

FERROMAGNETIC DETECTION

SYSTEM

J-BOX FOR FERROMAGNETIC

DETECTION, MOUNTED ABOVE

CEILING

FERROMAGNBETIC

DETECTOR

CLR.

5'-0"

5'-0"

1' -0

NO SWITCHES,

SOLENOIDS, ETC. 1'-0"

AROUND DOOR

MRC OPERATING

CONSILE COUNTER

OBSERVATION

WINDOW

CONTAINER FOR HOST

PC OFF THE FLOOR AND

HOST PC MRC

ALARM BOX

ROOM SIGN

EMERG. DOOR OPEN

EMERGENCY STOP

SWITCHES/CONTROLS

CO2 ALARM

AE303

AE3033

EQUIPMENT

ROOM 2

CONTROL ROOM

116MRI ROOM 2

PATIENT SUPERVISION CAMERA

INJECTOR CRU

MONITOR

MRC OPERATING

CONSOLE COUNTER

PATIENT MONITOR

HOST PC MRC

CORNER GUARD, TYP.

CRASH RAIL, TYP.

ALARM BOX

RF SHIELD

RF-FILTER PLATE

4'-7" FINISHED WALL OPENING

ELECTRONICS CABINET

INJECTIOR

POWER

SUPPLY

MAGNET STOP

COLD HEAD COMPRESSOR

KKT KRAUS

INTERFACE PANEL

POWERWARE UPD

W/ EBM

7' -6

16'-0"

'-0

23'-1" 7'-4"

31'-4"

'-8

FURR OUT OPENING

FURR OUT EXISTING

MASONRY WALL

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

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