36C24619B0002-0002002.pdf

PHYSICAL SECURITY

REQUIREMENTS AND POLICE

SERVICE CENTRALIZATION

590-17-103

NO. DESCRIPTION DATE

35/36, 110B, 135

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

(100%) CONSTRUCTION DOCUMENTS

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: 0500-0013

B

A

C

D

E

F

401 Woodbourne Ave Baltimore, Maryland 21212

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

PBA No. 17043

COVER SHEET & DRAWING INDEX

GI001

ARFTH

HVAMC Pre-Construction Risk Assessment / Evaluation

Project Name: Physical Security Requirements & Police Service Centralization Project Number: 590-17-103

Item No. Item Name Expected Impacts Plans / measures to address identified impacts

1 Plumbing Outages

Brief outages may be required to allow system modification as described in the project documents.

All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users. By general note the owner reserves the right to require interruption of systems to be performed outside normal facility working hours.

Mechanical Outages

Brief outages may be required to allow system modification as described in the project documents. The existing HVAC system will be maintained.

All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users. By general note the owner reserves the right to require interruption of systems to be performed outside normal facility working hours.

3 Electrical Outages

Brief outages may be required to allow system modification as described in the project documents.

All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users. By general note the owner reserves the right to require interruption of systems to be performed outside normal facility working hours.

Miscellaneous Utility

Outages

Brief outages may be required to allow system modification as described in the project documents.

All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users. By general note the owner reserves the right to require interruption of systems to be performed outside normal facility working hours.

5 Fire Alarm

Brief outages may be required to allow system modification as described in the project documents.

The fire alarm system is required, by general note, to remain operational throughout construction. All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users.

Fire detection/suppression outages shall be phased to be limited to let than 4 hours. In any case the system shall not remain down outside of 6 a.m. to 6 p.m. unless the

Contractor has a fire watch in place.

Vibrations

Some work will result in noise and possibly will produce vibrations in adjacent building structure.

Disruptions (including noise, vibrations, and air pollutants) beyond the limits of construction are required, by general note, to be minimized. By general note the owner reserves the right to require interruption of systems to be performed outside normal facility working hours.

Dust (Infection Control) /

Air Quality

Construction demolition will create dust. Immediate areas of demolition and new work will be isolated from the rest of t h e building with Construction/ICRA Barriers.

Noise

Some work will result in noise and possibly will produce vibrations in adjacent building structure.

Disruptions (including noise, vibrations, and air pollutants) beyond the limits of construction are required, by general note, to be minimized. Demolition by large mechanized equipment shall be minimized.

Equipment The existing Police Dispatch equipment will remain operational during the construction period.

All equipment interruptions are to be minimized and preceded by the owner's written approval a minimum of 48 hours in advance and coordinated with all affected users. By general note the owner reserves the right to require interruption of equipment to be performed outside normal facility working hours.

Creation Or Spread

Of Contaminants N/A N/A

Traffic Flow: Patients, Visitors, Staff, Contract

Personnel

No significant impacts are expected for building traffic. See note below concerning "Limits of Construction"

Life Safety and Location of

"Limits of Construction"

Barrier

Limits of construction will be established by the Contractor using screened fencing where applicable

All system interruptions are to be minimized and preceded by the owner's written approval a minimum of 5 days in advance and coordinated with all affected users. By general note, the owner reserves the right to require interruption of systems to be performed outside normal facility working hours. Construction barriers, screened fencing is required around the construction site at all times.

" m ax

VE

R

TI

C

AL

C

LE

AR

A N C

E

" m in

4" max

" m ax

VE

R

TI

C

AL

C

LE

AR

A N C

E

" m in

VERTICAL CLEARANCE LESS THAN 80"

GUARDRAIL OR OTHER BARRIER

" m in

24" max 48" min 24" max

" m in

R

EA

C H

R

AN

G E

8"

H

EA

D C

LE

A R

AN

C

E

" m in

*THIS DIAGRAM ILLUSTRATES TYPICAL ACCSESSORIES. , FOR REFERENCE ONLY.

REFER TO MANUFACTURER SPECIFICATIONSAND RECOMMENDATIONS FOR SPECIFIC MOUNTING HEIGHTS.

ROOM SIGNAGE CABINETS AND FIRE EXTINGUISHERS OUTLETS AND SWITCHES

C O

N

TR

O

LS

34" - 38" 34" - 38" 34" - 38"

12" min

4" max

12" min

HANDRAIL /

GUARDRAIL

16" - 18"

" m in

60" min

CLEAR

FLOOR

SPACE

THE REQUIRED CLEARANCE AROUND THE

WATER CLOSET SHALL BE PERMITTED TO

OVERLAP THE WATER CLOSET, ASSOCIATED

GRAB BARS, DISPENSERS, COAT HOOKS,

CLEAR FLOOR SPACE FOR OTHER FIXTURES

AND THE TURNING SPACE. NO OTHER

FIXTURES OR OBSTRUCTIONS SHALL BE

LOCATED WITHIN THE REQUIRED WATER

CLOSET CLEARANCE.

17"-19"

42" min12" max

54" min

G R

AB

B

AR

6"

TOP OF SEAT

36" min

12" min

G R

AB

B

AR

6"

FINISH FLOOR

VALVE HANDLE

ON OPEN SIDE OF

WC

16" - 18"

"m in

30" min

CLEAR FLOOR

MAY INCLUDE

KNEE AND TOE

CLEARANCE

" m ax

DRAIN PIPES SHALL BE

INSULATED OR PROTECTED

AGAINST CONTACT. THERE

SHALL NOT BE SHARP OR

ABRASIVE SURFACES UNDER

LAVATORIES AND SINKS.

EQUIPMENT PERMITTED

IN SHADED AREA

9" min

8" min

" m in

11" min

" m ax

R

EF

LE

C

TI

VE

S U

R

FA

C E

" m in

" m ax

MIRRORS ABOVE LAVATORIES

OR COUNTERTOPS

MIRRORS WITH

CLEAR SPACE BELOW

" m in

" m in

60"min 60" min

18" min 18" min

4" max

4" max

" m in

FLOOR MOUNTED TOILET WALL HUNG TOILET

HOOKS AND SHELVES

MUSH BE WITHIN

REACH RANGE

HAND

DRYER

17" max

13 1/2" min 13 1/2" min

WALL MOUNTED

URINAL

FLOOR MOUNTED

URINAL

" m in

WASTE

RECEPTACLE

COMBINATION UNIT

WASTE RECEPTACLE

AND PAPER

TOWEL DISPENSER

RECESSED

TOWEL

DISPENSER

WALL MOUNTED

TOWEL

DISPENSER

C O

N

TR

O

LS

8"

TOP OF

RIM OR

COUNTER

" m ax

VE

R

TI

C

AL

C

LE

AR

A N C

E

" m in

4" max

18" min18" minALTERNATE

DOOR

LOCATION

" m in

32" min

SANITARY

NAPKIN

VENDOR

DIAPER

CHANGING

STATION

+ 6" TOE

CLEARANCE

+ 6" TOE

CLEARANCE

TOE CLEARANCE AT

FRONT AND SIDE

PARTITION

STALL PARTITION

" m in

17" - 19"

STALL DOOR OPTIONS

*THIS DIAGRAM ILLUSTRATES TYPICAL ACCESSORIES. , FOR REFERENCE ONLY.

REFER TO MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS FOR SPECIFIC MOUNTING HEIGHTS.

" m in

AMBULATORY ACCESSIBLE WATER CLOSET

NOTE: WHEN 6 OR MORE TOILETS ARE REQUIRED,

ONE MUST BE AMBULATORY ACCESSIBLE

SAME AS OTHER SIDE

OUTLET OF DISPENSER

MUST BE WITHIN THE

REACH RANGE

R

EA

C H

R

AN

G E

8"

PAPER

DISPENSER

(*604.7)

(*604.6)

7" - 9" 12" min

R

EA

C H

R

AN

G E

OUTLET OR CONTROL OF ANY ACCESSORY MUST

BE WITHIN THE REACH RANGE, AND MUST PROVIDE

THE FLOOR CLEARANCE FOR A FORWARD

APPROACH CENTERED ON THE UNIT OR A SIDE

APPROACH

15" min

OUTLET OR CONTROL

OF ANY ACCESSORY

MUST BE WITHIN THE

REACH RANGE, AND

MUST PROVIDE THE

FLOOR CLEARANCE FOR

A FORWARD APPROACH

CENTERED ON THE UNIT

OR A SIDE APPROACH

" m ax

20" max

" m ax

>20"-25" max

10" max 10" max

" m ax

>10" - 24"

" m ax

" m ax

" m ax

30" min

" m in

" m ax

OPEN

TOP OF

GRIPPING

SURFACE

WALL MOUNT COUNTERTOP

" m ax

R

EA

C H

R

AN

G E

8"

R

EA

C H

R

AN

G E

8"

TOP OF

GRIPPING

SURFACE

(*604.6)

(*603.3)

(*603.4)

(*606)

(*605)

CENTERLINE

OF DISPENSER

HOOKS AND

SHELVES

(*603.4)

X

X

12" min

BOTTOM

LANDING

TOP

LANDING

BOTTOM

LANDING

TOP

LANDING

12" min12" min

60" min

LANDING

60" min

LANDING

60" min

" m inAT LEAST AS WIDE LANDING

1:12 MAX SLOPE

RISE

30" max

AS RAMP RUN.

36" min CLEAR

NOTE: SEE

505.5 & 505.6

FOR HANDRAIL

CLEARANCES

36" min

90.00°

CLEAR

32" min

CLEAR

32" min

CLEAR

32" min

SWINGING DOOR SLIDING DOOR FOLDING DOOR

" m in

22" min 42 " m in

24" min42 " m in

" m in

MANUAL FOLDING DOOR DOORWAY WITHOUT DOOR MANUAL SLIDING DOORMANUAL SLIDING DOOR

" m in

FRONT APPROACH

PULL SIDE

18" min

" m in

FRONT APPROACH,

PUSH SIDE

" m in

FRONT APPROACH,

PUSH SIDE

DOOR PROVIDED WITH

BOTH CLOSER AND

LATCH

12" min

X >8

" X >8

X >8

48" min 48" min48" min

" m in

" m in

" m in

" m in

FRONT APPROACH PULL SIDE

LATCH APPROACH PULL SIDE

DOOR PROVIDED WITH CLOSER

LATCH APPROACH PULL SIDE

18" min

24" min

24" min

HINGE APPROACH PULL SIDE

HINGE APPROACH PULL SIDE

36" min

42" min

" m in

FRONT APPROACH, PUSH SIDE

" m in

LATCH APPROACH, PUSH SIDE

" m in

FRONT APPROACH, PUSH SIDE

DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

12" min 48 " m in

LATCH APPROACH, PUSH SIDE

DOOR PROVIDED WITH

CLOSER

24" min

24" min

HINGE APPROACH, PUSH SIDE

22" min 42 " m in

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

22" min

" m in

" m ax

SP

O

U T

O U

T L

ET

15" min

5" max

CLEAR FLOOR SPACE FOR A

FORWARD APPROACH, CENTERED ON

THE UNIT WITH KNEE AND TOE

CLEARANCE MUST BE PROVIDED.

" m in

30" min

CLEAR FLOOR

SPACE

ACCESSIBLE DRINKING FOUNTAIN DRINKING FOUNTAIN

FOR STANDING PERSONS

FROM VERTICAL

SUPPORT

FROM FRONT

EDGE

SPOUT OUTLET

PROVIDE PROTECTION TO

PREVENT DRINKING FOUNTAIN

BEING A PROTRUDING

OBJECT.

36" EXACT

36" min

36" min

48" min

36" min

CONTROL

WALL

12" min

SEAT WALL

30" min

60" min

30" min

60" min

CLEAR

FLOOR

60" min

SEAT

36" min

36" min

AL

L

G R

AB

B

AR

S

6"

SEAT

15" max

C O

N

TR

O

LS

" m ax

' m in

TOWARDS

SHOWER

OPENING

TYPICAL ROLL IN SHOWER ALTERNATE ROLL IN SHOWER

CONTROLS

*NOTE: FOR CONTROLS, GRAB BARS AND SEATS

REFER TO 2010 ADA STANDARDS: 608

DIMENSIONS AND CLEARANCES

*NOTE: FOR SEAT REQUIREMENTS

REFER TO 2010 ADA STANDARDS: 610.3

(*608)

(*608)

11" min

4" -7"

RADIUS: 1/2" max

30.00° 1 1/2" max

RISE AND RUN STAIR NOSINGS

60" min

" m in

12" min36" min12" min

" m in

THE SPACE SHALL BE PERMITTED TO

INCLUDE KNEE AND TOE CLEARANCE

COMPLYING WITH 306 ONLY AT THE END

OF EITHER THE BASE OR THE ARM.

ø 60"

" m in

48" min

X >2

4"

36" min

X >1

5"

60" min

" m ax

" m in

9" m in

6" max11" min

8" min

TOE CLEARANCE

KNEE CLEARANCE

ROOM

RM NO.

18" min

B

AS

EL

IN

E O

F

LO

W

ES

T C

H

AR

AC

TE

R m in

BA

S E

LI

N

E O

F H

IG

H

ES

T

C H

AR

AC

T E R

" m ax

ROOM

RM NO.

9" min

ROOM

RM NO.

ACTIVE

CENTERED ON TACTILE CHARACTERS

" m in

9" min

CLEAR FLOOR SPACE

BEYOND ARC OF DOOR.

ACTIVE INACTIVE ACTIVE

LATCH SIDE

1 1/2" min

12" min

CLEAR SPACE BETWEEN

BOTTOM OF GRAB BAR

AND PROTRUDING

OBJECTS

CLEAR SPACE BETWEEN

TOP OF GRAB BAR AND

PROTRUDING OBJECTS

1 1/2" min

CLEAR SPACE

BETWEEN GRAB

BAR AND WALL

(*609.3)

5/8" 1/4" 3/8" 5/8"

5/8"

5/8" 1/4" 3/8" 5/8" 3/8" 5/8"

5/8"

1/

2"

1/

2" RAISED ROOM NAME

BRAILLE (GRADE 2)

RAISED ROOM NUMBER

BRAILLE (GRADE 2)

1/2"

6"

5/8" 1/4" 3/8" 5/8"

5/8"

1 1/2"

3"

1 1/2"

1/

2" 6"

6"

RAISED ROOM NAME

BRAILLE (GRADE 2)

5/8" 1/4" 3/8" 5/8"

5/8"

1 1/2"

3"

1 1/2"

1/

2" 6"

6"

ROOM

NAME

ROOM NO.

WOMEN

MEN RAISED ROOM NAME

BRAILLE (GRADE 2)

1/2" max

CARPET

VERTICAL

BEVELED

1/4" max

1/4" max 1/2" max

1/2" max 1/4" max

1/4" - 1/2"1:2 slope max

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

G101

ADA

12/4/2018

B-35 & B-36 B-35 & B-36

THESE DIAGRAMS ARE ADAPTED FROM 2010 ADA STANDARDS

FOR REFERENCE ONLY. NOT FOR CONSTRUCTION.

CHANGES IN FLOOR SURFACES

TYPICAL HALWAY MOUNTING HEIGHTSPROTRUDING OBJECTS

CLEARANCES

STAIRS

RAMPS

HANDRAILS

HANDRAIL EXTENSIONS

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

CLEAR WIDTH AT DOORWAYS MANEUVERING CLEARANCES AT SLIDING, FOLDING & DOORWAYS WITHOUT DOORS DOORS IN SERIES

RECESSED DOOR CLEARANCES

GRAB BARS ACCESSORIESWATER CLOSET FLOOR CLEARANCE

URINALSSTALL CLEARANCES

TRANSFER SHOWER

ROLL IN SHOWERS

DRINKING FOUNTAINS

TYPICAL LAVATORY MOUNTING HEIGHTS

EDGE PROTECTION AT RAMPS AND LANDINGS

SIGNAGE

ADA GENERAL STANDARDS

AND TYPICAL SIGNAGE 36,110A,110B,135

SIGNAGE

No. DESCRIPTION DATE

A C

U N

IT

TOILET AOFFICE

OFFICE STORAGE

ADMIN/PIV OFFICE

BREAK ROOM MECH.

BUILDING 35

EXISTING STAIR

BUILDING 36

ARMORY

EVIDENCE

OFFICEMECH

OFFICE POLICE

PHYSICAL SECURITY

REQUIREMENTS AND POLICE

SERVICE CENTRALIZATION

590-17-103

NO. DESCRIPTION DATE

35/36, 110B, 135

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

(100%) CONSTRUCTION DOCUMENTS

PLAN

NORTH

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: 0500-0013

B

A

C

D

E

F

KEYPLAN

401 Woodbourne Ave Baltimore, Maryland 21212

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

PBA No. 17043

N

ASBESTOS MATERIAL LOCATIONS

Buildings 35 & 36

HA101

ARFTH

STRUCTURAL

ABREVIATIONS, NOTES, AND DETAILS

S-001

DSER

PHYSICAL SECURITY

REQUIREMENTS AND POLICE

SERVICE CENTRALIZATION

590-17-103

NO. DESCRIPTION DATE

35/36, 110B, 135

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

(100%) CONSTRUCTION DOCUMENTS

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: 0500-0013

B

A

C

D

E

F

401 Woodbourne Ave Baltimore, Maryland 21212

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

PBA No. 17043

FRAMIING LUMBER

CONCRETE

CMU

FINISH WOOD

BRICKPLYWOOD

PARTICLE BOARD

STEEL

BATT INSULATION

GYPSUM WALL BOARD

RIGID INSULATION

GRAVEL FILL

EARTH

B

A

A3-1

A2-1

WINDOW TYPE

PARTITION TYPE

BULDING SECTION

DOOR NUMBER

WALL/DETAIL SECTION

A3-1

WALL/DETAIL SECTION

A3-1

DETAIL INDICATOR

A

SPECIFIC SHEET NOTES

INDICATES SECTION NUMBER

INDICATES SHEET WHERE SECTION IS DRAWN

A001

ARCHITECTURAL

GENERAL NOTES

Physical Security

Requirements and Police

Service Centralization

12/4/2018 DGM LMP

BID DOCUMENTS

35, 36, 110B, 135

590-17-103

HAMPTON VAMC, VIRGINIA

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

COR CONSTRUCTION OWNER

REPRESENTATIVE

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 COR 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 COR 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 COR. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN

CLARIFICATION FROM THE COR IS RECEIVED.

ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO THE COR PRIOR TO PROCEEDING WITH WORK.

ANY DEVIATION FROM, OR IN FIELD ALTERATION TO THESE DRAWINGS AND SPECIFICATIONS IS STRICTLY

PROHIBITED WITHOUT PRIOR APPROVAL OF COR. ANY SUCH ALTERATIONS SHALL BE CORRECTED AT ONCE, WITH

NO EXPENSE TO THE COR.

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, HOOKS, 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 COR.

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, SHELVES, 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 COR 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).

No. DESCRIPTION DATE

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

C

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

PROFESSIONAL SEALCONSULTANTS:

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

No. DESCRIPTION DATE

GENERAL DEMOLITION NOTES

DEMOLITION NOTES:

1. DASHED LINES INDICATES CONSTRUCTION TO BE REMOVED.

2. SEE MEP DRAWINGS FOR MEP RELATED DEMOLITION.

3. CONTRACTOR IS RESPONSIBLE FOR TRASH AND DEBRIS REMOVAL.

4. PATCH AND REPAIR DEMOLITION AREA TO MATCH EXISTING BEFORE/ AFTER INSTALLING

NEW MATERIALS.

5. PROTECT EXISTING FINISHES "TO REMAIN"

6. CONTRACTOR TO REPAIR/REPLACE, AT NO EXPENSE TO THE OWNER, ANY DAMAGE TO

EXISTING ADJACENT FINISHES OR FITTINGS THAT OCCURS DURING THE CONSTRUCTION

WORK.

7. COORDINATE WITH COR, ALL FURNISHINGS TO BE STORED AND RELOCATED.

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ALL FURNISHING DESIGNATED

BY THE COR TO BE RELOCATED

8. COORDINATE WITH COR LOCATION OR STORAGE OF SALVAGED ITEMS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL

FURNISHINGS NOT TO BE SALVAGE. COORDINATE WITH COR.

U N

IT

TOILET AOFFICE

OFFICE STORAGE

ADMIN/PIV OFFICE

BREAK ROOM MECH.1

BUILDING 35

EXISTING STAIR

BUILDING 36

ARMORY

EVIDENCE

OFFICE

MECH

OFFICE POLICE

AC UNIT

BUILDINGS 35 & 36

FIRST FLOOR

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

AD101

DEMO PLAN

12/4/2018

B-35 & B-36 B-35 & B-36

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

GENERAL NOTES:

1. EXTERIOR WALLS ARE LOAD BEARING MASONRY W/ BRICK

EXISTING WALL

DEMO WALL

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR & FRAME

DEMO NOTES:

REMOVE FINISH FLOORING

REMOVE EXISTING CEILING

RECONFIGURE 2x2 CEILING GRID TO ACCOMODATE NEW PARTITIONS

REMOVE & RELOCATE ALL ITEMS MOUNTED ON WALLS

WIDEN EXISTING OPENING TO 42" WIDE CLEAR OPENING

REMOVE, REHINGE, & REINSTALL DOOR

RELOCATE TOILET

REMOVE CASEWORK & SINK

REMOVE EXISTING CONCRETE SIDEWALK & RAMPS AS REQUIRED FOR INSTALLATION OF NEW SIDEWALK

MAKE NECESSARY ALTERATIONS TO EXISTING OPENING TO ACCOMODATE NEW HVAC DUCT

1" = 200'-0"2 SITE LOCATION

N

MECHANICAL ROOM

EVIDENCE/ARMORY

EVIDENCE/ARMORY CEILING

ENTRY DOOR/CLOSET TO REMAIN

EXISTING ADMIN/PIV OFFICE

BREAK ROOM; AC UNIT TO REMAIN

BUILDING 35 BUILDING 36

-1/2"

7'-0 5/8"

M

IN

6"

M

IN

35 SF

VEST.

36-01 +0"

EXIST

FLOOR

A

A

A

EXISTING STAIR

36-01

" M

IN

176 SF

CHEIF OFFICE

36-08

166 SF

BREAK ROOM

36-10

485 SF

POLICE

36-02

98 SF

OFFICE

36-07

100 SF

DETECTIVE

36-04

119 SF

BATH 36

36-09

121 SF

CONFERENCE

36-03

91 SF

IT CLOSET

36-05

(4) WORKSTATIONS

M

IN

59 SF

ARMORY

35-03

49 SF

EVIDENCE

35-04104 SF

MECH

35-09

16'-1" +/- 25'-10"

11'-1"

ALIGN

9'-0"

'-1

1/

2"

ALIGN

4'-5"

81 SF

WOMEN'S

LOCKER

35-06

152 SF

MEN'S LOCKER

35-05

56 SF

BATH 35 M

35-07

A

A A

A

A

A

A

REINFORCE WALLS TO

STRUCTURAL DECK

A

A

42 SF

VEST.

35-01

36 SF

HALL

35-02

18"

35-01

35-06

35-05

35-09

36-03

36-04

36-05

36-07

DN

-3"

1:

S

LO

P E

1:

S

LO

P E

1:

S

LO

P E

DN

DN

M

IN

BUILDING 35 BUILDING 36

36-09

42"

NEW PLASTIC

LAMINATE

KITCHENETTE

CABINETS

AI1115

PROVIDE CRICKETS AT 4 CORNERS

36-10

4' -0

30" 60" 7'-6"

AI111

AI111

AI111 11

AI111

4 2

18"

PREFAB 36"x36" SHOWER

COORDINATE CLEARANCES

W/ APPROVED SHOWER UNIT

56 SF

BATH 35 W

35-08

7'-1 1/2"

A

A A

A

A

8' -5

5' -0

ALIGN

EXIST

MECH

ROOM

EXIST

TOILET

ROOM

35-08

35-07

CR

CR

CR

CR

CR

CR

CR

" M

IN

AI111

8 Sim

A1

A1

Si m

Si m

6 Sim

EXISTING CARD READER

VERIFY IN FIELD NECCESSARY

ELEVATIONS FOR EXISTING DOORS

A

A

A1

A1

A

5' -1

/4

MARBLE THRESHOLDS

@ EACH TRANSITION

TO TILE

ADJUST HEIGHT OF MANHOLE

COVER TO ACCOMODATE NEW

GRADING OF SIDEWALK

35-04

35-03

C

C

CC

AE501

AE501

C

C

PREFAB 36"x36" SHOWERS

COORDINATE CLEARANCES

W/ APPROVED SHOWER UNIT

MAKE NECESSARY

ALTERATIONS TO

EXISTING OPENING

TO ACCOMODATE

NEW HVAC DUCT

REPAIR FLOOR,

WALL, & HEADER TO

MATCH EXISTING

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

18"x24"

ADA

18"x18"

ADA

18"x18" 18"x18" 18"x18" 18"x18" 18"x18"

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

BE

N

C H

4' HIGH PARTITION

ALIGN

8' -5

FINISH FLOOR

SCHEDULED CEILING

UNDERSIDE CEILING DECK

PARTITION

TYPE 'A'

NON RATED

5/8" GYP. BD. EACH SIDE

3 5/8" METAL STUD

@ 16" O.C.

SOUND

ATTENUATION

INSULATION

4 7/8"

FACE OF EXISTING WALL; HOLD 1"

OFF WALL

4 1/8"

5/8" HIGH IMPACT

GYP. BD.

2 1/2" METAL STUD

@ 12" O.C.

PARTITION

TYPE 'C'

NON BEARING

EXISTING WINDOWS TO REMAIN

1" GYP. BD. W/ FIBERGLASS

REINFORCING

PARTITION

TYPE 'A1'

NON RATED

5/8" GYP. BD. ONE SIDE

3 5/8" METAL STUD

@ 16" O.C.

SOUND

ATTENUATION

INSULATION

4 1/4"

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

AE101

NEW FLOOR PLAN

12/4/2018

B-35 & B-36 B-35 & B-36

1/4" = 1'-0"1 NEW FLOOR PLAN

1 1/2" = 1'-0"

PARTITION TYPES

PLAN LEGEND

EXISTING WALL

NEW PARTITION; SEE TAG & LEGEND FOR PARTITION TYPE

EXISTING DOOR

NEW DOOR

NEW SITEWORK

CR CARD READER

ROOM FINISH SCHEDULE

ROOM FINISH

COMMENTSNo. NAME FLOOR BASE WALL CEILING

NEW FLOOR PLAN

35-01 VEST. WM-1 RB-1 P-3 ACT-1

35-02 HALL RSF-1 RB-1 P-3 ACT-1

35-03 ARMORY RSF-1 RB-1 P-3 ACT-1

35-04 EVIDENCE RSF-1 RB-1 P-3 ACT-1

35-05 MEN'S LOCKER RSF-1 RB-1 P-3 ACT-1

35-06 WOMEN'S LOCKER RSF-1 RB-1 P-3 ACT-1

35-07 BATH 35 M CT-F1 & CT-F2 CT-B1 CT-W1*, P-3 GYP P-1 *SEE ELEVATIONS FOR CERAMIC TILE WAINSCOT 35-08 BATH 35 W CT-F1 & CT-F2 CT-B1 CT-W1*, P-3 GYP P-1 *SEE ELEVATIONS FOR CERAMIC TILE WAINSCOT

35-09 MECH ETR ETR ETR ETR

36-01 VEST. WM-1 RB-1 P-3 ACT-1

36-02 POLICE CPT-1 RB-1 P-3 ACT-1

36-03 CONFERENCE CPT-1 RB-1 P-3 ACT-1

36-04 DETECTIVE CPT-1 RB-1 P-3 ACT-1

36-05 IT CLOSET CPT-1 RB-1 P-3 ACT-1

36-07 OFFICE CPT-1 RB-1 P-3 ACT-1

36-08 CHEIF OFFICE ETR ETR ETR ETR

36-09 BATH 36 CT-F1 CT-B1 CT-W1*, P-3 GYP P-1 *SEE ELEVATIONS FOR CERAMIC TILE WAINSCOT

36-10 BREAK ROOM RSF-1 RB-1 P-3 ACT-1

DOOR SCHEDULE

DOOR No. ROOM

DOOR

STC HARDWARE TYPE FRAME TYPE DOOR MATERIAL COMMENTSWIDTH HEIGHT THICKNESS

NEW FLOOR PLAN

35-01 VEST. 36" 84" 1 3/4" 01 HOLLOW METAL WOOD CARD READER

35-03 ARMORY 36" 84" 1 3/4" 01 HOLLOW METAL WOOD CARD READER

35-04 EVIDENCE 36" 84" 1 3/4" 01 HOLLOW METAL WOOD CARD READER

35-05 MEN'S LOCKER 36" 84" 1 3/4" 02 HOLLOW METAL WOOD

35-06 WOMEN'S LOCKER 36" 84" 1 3/4" 02 HOLLOW METAL WOOD

35-07 BATH 35 M 36" 84" 1 3/4" 10 HOLLOW METAL POCKET FRAME WOOD SS CLOSER

35-08 BATH 35 W 36" 84" 1 3/4" 10 HOLLOW METAL POCKET FRAME WOOD SS CLOSER

35-09 MECH 32" 84" 1 3/4" 04 HOLLOW METAL WOOD

36-01 VEST. 36" 84" 1 3/4" 01 HOLLOW METAL WOOD CARD READER

36-03 CONFERENCE 36" 84" 1 3/4" 45 05 HOLLOW METAL WOOD

36-04 DETECTIVE 36" 84" 1 3/4" 06 HOLLOW METAL WOOD

36-05 IT CLOSET 36" 84" 1 3/4" 01 HOLLOW METAL WOOD CARD READER

36-07 OFFICE 36" 84" 1 3/4" 06 HOLLOW METAL WOOD

36-09 BATH 36 36" 84" 1 3/4" 03 HOLLOW METAL WOOD SS CLOSER

36-10 BREAK ROOM 36" 84" 1 3/4" 09 HOLLOW METAL WOOD

A B B A A D D A A A A A A A A

HOLLOW METAL

HOLLOW METAL

2 HR RATED SHAFT WALLS TO ACCOMODATE

(2) NEW 10x10 VERTICAL DUCTS;

SEE MECHANICAL DRAWINGS

2 HR RATED SHAFT WALLS TO ACCOMODATE

(1) NEW 14x14 VERTICAL DUCTS;

SEE MECHANICAL DRAWINGS

ALIGN

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

AE102

SECOND FLOOR PLAN

12/4/2018

B-35 & B-36 B-35 & B-36

AE113

6'-0"

EQ EQ

BUILDING 35 BUILDING 36

WALL MOUNTED

LINEAR LIGHT FIXTURE

ABOVE SINKS

EQ EQ

EQ

EQ

WALL MOUNTED LINEAR

LIGHT FIXTURE ABOVE SINK

EQ

EQ

MEN'S LOCKER

35-05

MECH

35-09

BATH 35 M

35-07

BATH 35 W

35-08 WOMEN'S

LOCKER

35-06

HALL

35-02

VEST.

35-01

ARMORY

35-03

EVIDENCE

35-04

CONFERENCE

36-03

VEST.

36-01

DETECTIVE

36-04

IT CLOSET

36-05

POLICE

36-02

OFFICE

36-07

BATH 36

36-09

BREAK ROOM

36-10

EQ EQ

EQ

EQ

EQ

EQ

EQ 3'-8" EQ

4' -6

+8'-4"

+8'-4" +8'-4"

+8'-4"

+8'-4"

+8'-4"

+8'-4"

+8'-0"

+8'-0"+6'-8"

+6'-8"

+8'-4"

+8'-4"

+8'-4"

+8'-4"+8'-4"

+8'-4" +8'-4"

+8'-4"

+8'-4"

+8'-4"

+8'-4"+6'-8"

+8'-4"

NEW PIPING BETWEEN

EXISTING FLOOR JOISTS

SEE PLUMBING DWGS

EXISTING BULKHEAD

& LIGHT FIXTURE

SECURE NEW EXT. GRADE

PLYWOOD TO UNDERSIDE

OF EXISTING FLOOR JOISTS

6" RECESSED DOWNLIGHT

4'-0" FLUORESCENT SHOP LIGHT

2X2 PARABOLIC TROFFER LIGHT

2X4 PARABOLIC TROFFER LIGHT

TASK LIGHT

PAINTED GYPSUM BOARD

(P-1)

2X2 LAY-IN SYSTEM

(ACT-1)

RCP LEGEND

SUPPLY DUCT

EXHAUST DUCT

RETURN DUCT

EXIST. WOOD FLOOR

EXIST. FLOOR JOISTS & BRACKETS

EXIST. LIGHT FIXTURE

NEW PIPING WRAPPED IN HEAT TRACE;

REFER TO PLUMBING DRAWINGS

SECURE 3/4" EXT. GRADE PLYWOOD TO

UNDERSIDE OF EXISTING FLOOR JOISTS;

PAINTED TO MATCH EXIST. ADJACENT

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

AE113

REFLECTIVE CEILING PLAN

12/4/2018

B-35 & B-36 B-35 & B-36

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

1 1/2" = 1'-0"2 PIPING SECTION

WIDTH

FLUSH WOOD DOOR

B C

H

EI

G H

T

WIDTH

INSULATED HOLLOW CORE

METAL DOOR

H

EI

G H

T

HEAVY GUAGE HOLLOW

METAL STEEL DOOR w/

SHATTERPROOF

OBSERVATION WINDOW

WIDTH

H

EI

G H

T

8"

WIDTH

D

FLUSH WOOD

POCKET DOOR

H

EI

G H

T

1/ 2"

/1 6"

1/ 2"

FO

R

P

AR

TI

TI

O N

T

YP

E C

O O

R D

IN

AT

E W

/P

LA

N S

DOOR

3/

4"

PTD SILICONE SEALANT,

BOTH SIDES

PROVIDE STUD ANCHOR;

3 PER JAMB

2"

TY

PE

C E

X

IS

TI

N

G W

AL

L

TY

PE

C

2"

3/

4"

WRAP LAYERS OF GYP. INTO DOOR JAMB

TY

PE

C E

X

IS

TI

N

G W

AL

L

1/

2"

" M

IN

PL−1

4"

PL−1

9"

8" MAX

6" 11" MIN

/2

1/

2"

4"

25"

SS−1

1/

2"

/2

1/ 2"

PL−1

HW−1

HW−1

/2

1/

2"

4"

25"

SS−1

CL

1/

2"

1/ 2"

1/

2"

/2

1/ 2"

PL−1

/2

1/

2"

25"

4"

SS−1

SE

E

EL

EV

15"

PL−1

SE

E

EL

EV

" T

YP

BASE CABINET

BELOW, SEE

ELEVATION

HW−1

R

EF

ER

T

O R

C P

UNDERCOUNTER LIGHTS

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P :\P

BA

P ro je ct s\

Po lic e

D is pa tc h\

. D ra w in gs \R ev it

M od el s\

Bu ild in g

.rv t

AE501

DETAILS & FINISHES

12/4/2018

B-35 & B-36 B-35 & B-36

1/4" = 1'-0"

DOOR TYPES

3" = 1'-0"

TYP. JAMB DETAIL

3" = 1'-0"1 JAMB @ EVIDENCE

3" = 1'-0"2 JAMB @ ARMORY

INTERIOR MATERIALS AND COLORS

FINAL MATERIALS AND COLOR SAMPLES SHALL BE SUBMITTED FOR APPROVAL BY OWNER.

LISTED MANUCTURERS NAMES ARE BASES-OF DESIGN

VESTIBULE WALKOFF MAT

WM-1 SHAW CONTRACT WALKOFF MAT STYLE: WELCOME II TILE 5T031

COLOR: STERLING 31557

CARPET

CPT-1 EQUAL TO SHAW CONTRACT, NO RULES COLLECTION

PATTERN: DIFFUSE 24x24 QUARTER TURN INSTALLATION, COLOR: PASSPORT 75597

CPT-2 EQUAL TO STATICSMART, LAN 4.1 COLONIAL

PATTERN: 24x24 QUARTER TURN INSTALLATION, COLOR: WIGGLESWORTH

RESILIENT SHEET FLOORING

RSF-1 ARMSTRONG HOMOGENEOUS SHEET FLOORING

COLOR: NATURAL GRAY LIGHT H5304

RESILIENT BASE

RB-1 4" HIGH RESILIENT RUBBER COVE BASE

EQUAL TO JOHNSONITE WALL BASE

COLOR: 121 CEMENT (WARM GRAY)

CERAMIC TILE – FLOOR

CT-F1 13” X 13” COLORBODY PORCELAIN FLOOR TILE, FIELD (TOILET ROOMS)

DALTILE VERANDA SOLIDS, COLOR: STEEL P500 (GRAY)

MAPEI STANDARD GROUT, COLOR: # 39, IVORY

CT-F2 13" X 13" COLORBODY PORCELAIN FLOOR TILE, ACCENT BORDER (TOILET ROOMS)

DALTILE VERANDA SOLIDS, COLOR: OCEAN P545 (BLUE)

MAPEI STANDARD GROUT, COLOR: # 39, IVORY

CERAMIC TILE – COVE BASE

CT-B1 6”H X 13”W X 5/16” THICK MATCHING COVE BASE (SET FLUSH WITH FLOOR TILE)

DALTILE PORCEALTO, COLOR: OCEAN P545 (BLUE)

MAPEI STANDARD GROUT, COLOR: # 39, IVORY

CERAMIC TILE – WALL

CT-W1 13” X 13” COLORBODY PORCELAIN FLOOR TILE FIELD (TOILET ROOMS)

DALTILE VERANDA SOLIDS, COLOR: STEEL P500 (GRAY)

MAPEI STANDARD GROUT, COLOR: # 39, IVORY

CT-W2 13" X 13" COLORBODY PORCELAIN FLOOR TILE, BULLNOSE (TOILET ROOMS)

DALTILE VERANDA SOLIDS, COLOR: OCEAN P545 (BLUE)

MAPEI STANDARD GROUT, COLOR: # 39, IVORY

PAINT

NOTE: UNLESS OTHERWISE DIRECTED, CORRIDOR, TOILET ROOM AND STORAGE WALLS SHALL

BE SEMI-GLOSS, WALLS IN OTHER SPACES SHALL BE EGGSHELL FINISH, CEILINGS SHALL BE FLAT

FINISH, AND TRIM SHALL BE SEMI-GLOSS FINISH. EQUAL TO SHERWIN WILLIAMS:

P-1 PAINTED CEILINGS/ BULKHEADS: SW 7551, GREEK VILLA (WHITE)

P-2 PAINTED TRIM/DOOR FRAMES: SW 7045, 245-C3 INTELLECTUAL GRAY (GRAY)

P-3 PAINTED WALLS: SW 6126, NAVAJO WHITE (LIGHT CREAM)

ACOUSTICAL CEILING TILES

ACT-1 SUSPENDED TEGULAR CEILING TILES, EQUAL TO 2X2 ARMSTRONG CIRRUS SERIES,

ANTI-MOLD/ MILDEW, HUMI-GUARD, SAG RESISTANT

COLOR: # 584 WHITE WITH WHITE GRID

CASEWORK

PL-1 CASEWORK EQUAL TO FORMICA HIGH PRESSURE LAMINATE

COLOR: 6206-43 PLANKED DELUXE PEAR

SS-1 KITCHENETTE COUNTERTOP EQUAL TO CORIAN SOLID SURFACE

COLOR: BLUE SPICE

HW-1 CABINET DOOR AND DRAWER PULLS EQUAL TO MOCKETT MODEL DP7C

COLOR: SATIN CHROME

1" = 1'-0"3 SECTION - SINK

1" = 1'-0"4 SECTION - BASE CABINET 1 DRAWER

1" = 1'-0"5 SECTION - BASE CABINET w/ DRAWERS

1" = 1'-0"6 SECTION - UPPER CABINETS

HEAD SIMILAR

HEAD SIMILAR

HEAD SIMILAR

H O

O K

T

O W

E L

B

R

PREFAB SHOWER

8"

3'-6" GB 10"

42" GB

TP DISPENSER

S O

P

D

I S

P E

N E

R

3'-0" GB6"

1'-0"

18"

M I R

R O

R

15"

LINEAR VANITY LIGHT FIXTURE

W A

I N

S C

T

Y P

P-3

CT-W2

CT-W1

CT-B1

W A

I N

S C

P

8"

G

B

T

P

3'-6"10"

P-3

CT-W2

CT-W1

CT-B1

H

O O

K

P A

P E

R

T

O W

S

P E

N S

O R

S

I N

K

M I R

R O

R

S

O A

P

EQEQ

1'-6" TB 3'-0" GB 6"

18"

SCRIBE TYP.

1" 2'-9"

2'-9" 2'-9" 1"

AE501

AE501

AE501

PAPER TOWEL DISPENSER

EXISTING WINDOW

W/ NEW MINI BLINDS

NEW LOCKERS

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

C

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 ENGINEER

CONSULTANTS:

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

590-17-103

PBA No.

17043

Physical Security

Requirements and Police

Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

P P r o j e c t s o l i c e i s p a t c h

D r a w i n g s R e v i t

M o d e l s B u i l d i n g r v t

AI111

INTERIOR ELEVATIONS

12/4/2018

B-35 & B-36

B-35 & B-36

1/2" = 1'-0"

BATH 36 - NORTH

1/2" = 1'-0"

BATH 36 - EAST

1/2" = 1'-0"

BATH 36 - SOUTH

1/2" = 1'-0"

BATH 36 - WEST

1/2" = 1'-0"

BATH 35 - NORTH

1/2" = 1'-0"

BATH 35 - EAST

1/2" = 1'-0"

BATH 35 - SOUTH

1/2" = 1'-0"

BATH 35 - WEST

1/2" = 1'-0"

B36 KITCHENETTE

1/2" = 1'-0"

MEN'S LOCKER - NORTH

1/2" = 1'-0"

MEN'S LOCKER - EAST

1/2" = 1'-0"

MEN'S LOCKER - SOUTH

1/2" = 1'-0"

MEN'S LOCKER - WEST

1/2" = 1'-0"

WOMEN'S LOCKER - NORTH

1/2" = 1'-0"

WOMEN'S LOCKER - EAST

1/2" = 1'-0"

WOMEN'S LOCKER - SOUTH

No. DESCRIPTION DATE

GENERAL NOTES:

1. REFER TO SPEC SECTION 10 28 00 'Toilet Accessories' FOR OWNER

FURNISHES/CONTRACTOR INSTALLED ACCESSORIES

2. REFER TO DRAWING G101 FOR ACCESSORIES'S INSTALLATION REQUIREMENT..

VESTIBULE

CG-51

CORRIDOR

CG-52

UPSTAIR

NO. 1

HOLDING

LOCKERS

CLOSET

OFFICE

EQUIPMENT OFFICE OFFICE

21 4

1 3

BUILDING 110B

FIRST FLOOR

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

590-17-103

PBA No.

Physical Security Requirements and Police Service Centralization

100 Emancipation Dr, Hampton, VA 23667

DGM LMP

ARCHITECTURAL

(100%) CONSTRUCTION DOCUMENTS

\\M ac

\A llF ile s\

Vo lu m es

\P B

A.

Pr oj ec ts \P

BA

P ro je ct s\

Po lic e

D is pa tc h\

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AD301

DEMO PLAN

12/4/2018

B-110B B-110B

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

1" = 200'-0"2 SITE LOCATION

N

N

GENERAL NOTES:

1. EXTERIOR WALLS ARE LOAD BEARING MASONRY W/ BRICK

EXISTING WALL

DEMO WALL

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR & FRAME

DEMO NOTES:

REMOVE FLOORING

RECONFIGURE 2x4 CEILING GRID

REMOVE CEILING

REMOVE BENCH

REMOVE LOCKERS

REMOVE SERVICE WINDOW

FROM ENTRY DOOR CEILING & EQUIPMENT WALLS TO BE REMOVED EXISTING ELECTRIC DOOR TO BE REMOVED LOCKERS & TILE TO BE REMOVED

No. DESCRIPTION DATE

VHAHAMNegroV Rectangle

VHAHAMNegroV Polygon

DN

INFILL WINDOW OPENING W/ METAL STUDS

& 2 LAYERS HIGH IMPACT GYP. BOARD

EACH SIDE; PAINTED TO MATCH EXIST.

MIN.

18"

B

POLICE

DISPATCH

110-02

NEW HALL

110-01

110-02

BATHROOM

110-03

HOLDING

110-04

INTERVIEW

110-05

ALIGN

ALIGN

+ +4"

RAISED

ACCESS

FLOOR

60"

B

B

CC

ALIGNALIGN REFER TO HOLDING ROOM

DETAILS ON AE302

(3) 30" x 24" THREE TIER SECURITY CAGE LOCKERS

(TOTAL= 9 LOCKERS)

AE302

PROVIDE FT PLYWOOD SHEATHING IN WALL FOR TV MONITOR

" C

LR

48"

NEW CERAMIC TILE FLOOR & WAINSCOT

PREFAB 36"x60" ROLL-IN SHOWER;

COORDINATE CLEARANCES W/

APPROVED SHOWER UNIT

36" H. HANDRAIL

+0"

CR

SEMI-RECESSED FX CABINET

A

PAPER TOWEL DISPENSER

ALIGN

ALIGN

ALIGN

D

D

D

110-04

FINISH FLOOR

SCHEDULED CEILING

UNDERSIDE CEILING DECK

PARTITION

TYPE 'A'

NON RATED

5/8" GYP. BD. EACH SIDE

3 5/8" METAL STUD

@ 16" O.C.

SOUND

ATTENUATION

INSULATION

4 7/8"

PARTITION

TYPE 'B'

NON RATED

5/8" HIGH IMPACT

GYP. BD. EACH SIDE

3 5/8" METAL STUD

@ 16" O.C.

SOUND

ATTENUATION

INSULATION

4 7/8"

FACE OF EXISTING

MASONRY WALL

5/8" HIGH IMPACT

GYP. BD.

2 1/2" METAL STUD

@ 12" O.C.

EXISTING WINDOWS &

MINI BLINDS TO REMAIN

1" GYP. BD. W/

FIBERGLASS REINFORCING

4 1/8"

PARTITION

TYPE 'C'

NON BEARING

5/8" HIGH IMPACT GYP. BD.

W/ VINYL WALL

PROTECTION PANEL

2 1/2" METAL STUD

@ 12" O.C.

1" GYP. BD. W/

FIBERGLASS REINFORCING

4 3/4"

PARTITION

TYPE 'D'

NON BEARING

5/8" GYP. BD.

SOUND

ATTENUATION

INSULATION

APPLY VINYL CEILING PROTECTION

PANELS TO NEW SUSPENDED GYP

BD. CEILING

EXISTING GYP BD CEILING

POLICE

DISPATCH

110-02

BATHROOM

110-03

NEW HALL

110-01 INTERVIEW

110-05

HOLDING

110-04

+9'-6"

+9'-6"

+9'-6"

+9'-6"

+9'-6" +9'-6"+6'-8"

EXISTING CEILING AROUND

WINDOWS TO REMAIN

+9'-4"

BKHD

6" RECESSED DOWNLIGHT

2X2 PARABOLIC TROFFER LIGHT

2X4 PARABOLIC TROFFER LIGHT

PAINTED GYPSUM BOARD

(P-1)

2X4 LAY-IN SYSTEM

(ACT-2)

RCP LEGEND

VINYL PROTECTION PANELS

SUPPLY DUCT

EXHAUST DUCT

RETURN DUCT

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

C

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Proje…