100_pct_drawings_in_FORCE.pdf

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GENERAL NOTES

1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST VERSIONS OF ALL

APPLICABLE LOCAL, STATE, AND FEDERAL AUTHORITIES, CODES, RULES, AND

REGULATIONS.

2. CONTRACTOR IS SPECIFICALLY RESPONSIBLE FOR ALL MEANS AND METHODS

OF JOB SITE SAFETY. SAFEGUARD ALL WORK AREAS AGAINST PERSONAL

INJURY OR DAMAGE.

3. NO MATERIALS CONTAINING ASBESTOS WILL BE USED.

4. ALL PAINTING AND COATING MATERIALS, BOTH INTERIOR AND EXTERIOR, TO BE

FREE OF LEAD AND MERCURY.

5. CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH ALL SITE CONDITIONS,

UTILITIES, ELEVATIONS AND DIMENSIONS PRIOR TO START OF WORK. THE

CONTRACTOR IS TO CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE

FOR ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY,

LAYOUT, AND COORDINATION OF ALL WORK.

6. 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.

7. 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.

8. REVIEW ALL DOCUMENTS. REQUEST CLARIFICATION OF ALL CONFLICTS PRIOR

TO PROCEEDING. THE CONTRACTOR SHALL CONTACT THE CONTRACTING

OFFICER’S REPRESENTATIVE IMMEDIATELY REGARDING ANY DIMENSIONAL

DISCREPANCIES NOTED ON THE DRAWINGS OR DISCOVERED / INCURRED

DURING THE CONSTRUCTION PROCESS.

9. ALL WORK SHALL BE DONE IN WORKMANLIKE MANNER AND IN CONFORMANCE

WITH MANUFACTURER'S INSTALLATION AND GUARANTEE REQUIREMENTS.

10. 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, ETC.

11. ANY CONFLICT IN THE DRAWINGS OR BETWEEN DRAWINGS AND

SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTING OFFICER’S REPRESENTATIVE. THE CONTRACTOR SHALL NOT

PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE CONTRACTING

OFFICER’S REPRESENTATIVE IS RECEIVED.

12. ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO THE

CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO PROCEEDING WITH

WORK.

13. ANY DEVIATION FROM, OR IN FIELD ALTERATION TO THESE DRAWINGS AND

SPECIFICATIONS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL OF

CONTRACTING OFFICER’S REPRESENTATIVE. ANY SUCH ALTERATIONS SHALL BE

CORRECTED AT ONCE, WITH NO EXPENSE TO THE OWNER.

14. ALL SUSPENDED ITEMS SHALL BE FASTENED SECURELY TO WALLS OR

STRUCTURAL MEMBERS. NO ITEMS SHALL BE SUPPORTED OR HUNG FROM EACH

OTHER.

15. FIRESEAL AND FIRESAFE ALL VOIDS IN EXPOSED AND UNEXPOSED WALL,

CEILING AND ROOF ASSEMBLIES.

16. CONTRACTOR SHALL COORDINATE WORK OF ALL TRADES UNDER THIS

CONTRACT.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION BUILDING 173'S

CONTINUED OPERATION DURING DEMOLITION AND CONSTRUCTION.

18. CONTRACTOR TO REPAIR ANY DAMAGE AT HIS EXPENSE.

19. INSTALL ACCESS DOORS AND PANELS AS TO PERMIT FULL ACCESS TO SERVICE

VALVES, TRAPS, DAMPERS, AND OTHER MECHANICAL, AND ELECTRICAL

EQUIPMENT CONCEALED IN PARTITIONS, ABOVE GYPSUM BOARD CEILINGS, OR

WHERE INDICATED.

PLASTER

RETURN

ROUGH OPENING

RIGHT HAND

ROOM

REVISION

PREFABRICATE

QUARRY TILE

RUBBER BASE

REINFORCING

ROOF DRAIN

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

QUANTITY

REFERENCE

REQUIRED

REGISTER

RISER

RADIUS

PLYWOOD

PARTITION

PANEL

POINT

OPPOSITE HAND

PERFORATED

PLASTIC LAMINATE

PASSENGER ELEVATOR

PAINTED GYPSUM BOARD

OUTSIDE DIAMETER

OPENING

PERIMETER

PLATE

PAINT

OPPOSITE

ON CENTER

OVERALL

COUNTERSUNK

DOUBLE HUNG

STANDARD ARCHITECTURAL ABBREVIATIONS

CEILING DIFFUSER

CONCRETE MASONRY UNIT

CERAMIC MOSAIC TILE

CEILING HEIGHT

CONTROL JOINT

CORNER GUARD

CEMENT SEALER

CONSTRUCTION

CEILING REGISTER

DRINKING FOUNTAIN

CEMENTIOUS WOOD-FIBER

PANELS

- ATTACHED

CEMENTIOUS WOOD-FIBER

PANELS

- SUSPENDED

C.S.

ARCHITECTURALARCH.

BRITISH THERMAL UNIT

AMERICAN SOCIETY FOR

TESTING MATERIALS

ACOUSTICAL SPACE UNITS

BLOCKBLK.

BLKG.

BSMT.

BOT.

B.S.

BM.

BTU

BOTTOM

BLOCKING

BRICK SHELF

BASEMENT

BEAM

A.S.T.M.

BLDG.

BIT.

B.C.

BET.

BD.

B.L.

AUTO

ASU

BOARD

BETWEEN

BITUMINOUS

BRICK COURSE

BUILDING

BUILDING LINE

AUTOMATIC

DIAMETERDIA.

DN.

DR.

DIV.

DWG.

DIAG.

DIM.

DIVISION

DOWN

DIAGONAL

DIMENSION

DOOR

DRAWING

C.T.

CU.

CTSK.

DEPT.

DEMO

DEP.

DET.

CWPA

CWPS

D.F.

D.H.

DEPARTMENT

DETAIL

DEMOLITION

DEPRESSED

CERAMIC TILE

CUBIC

ABOVE FINISHED FLOOR

AIR CONDITIONING

STANDARD ABBREVIATIONS :

SYMBOLS USED AS ABBREVIATIONS :

ACOUSTICAL PANEL CLG.

PERPENDICULAR

ANOD.

APPX.

A.F.F.

AL.

AGG.

ALT.

APC.

P

AC.

ADJ.

ALUMINUM

ANODIZED

AGGREGATE

ALTERNATE

APPROXIMATE

PLATE

ADJACENT

O

C

ANGLE

DIAMETER

CENTERLINE

CHANNEL

NUMBER

AT

CHALKBOARDCK.BD.

CM.

COORD.

CLG.

C.M.T.

C.M.U.

CLOS.

CONC.

CONST.

CONT.

CONTR.

CONV.

COL.

C.R.

CPT.

CONCRETE

CONTRACTOR

COORDINATE

CONTINUOUS

CONVECTOR

CARPET

CLOSET

CEILING

CENTIMETER

COLUMN

C.I.

C.H.

CER.

C.G.

C.D.

CEM.

C.B.

CAB.

C.J.

CAST IRON

CERAMIC

CEMENT

CATCH BASIN

CABINET

PWD.

MIN. MINIMUM

HEATINGHTG.

INTERIOR

JANITOR'S CLOSET

INSIDE DIAMETER

INCANDESCENT

INSULATION

INTERMEDIATE

INCLUSIVE

HEATING, VENTILATING,

AIR CONDITIONING

HARDWOOD

FIRE RATING

FRESH-AIR INTAKE

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE HOSE CABINET

FLUORESCENT

FIREPROOFING

FIRE EXTINGUISHER CABINET

FIRE HOSE & EXTINGUISHER

FIREPROOF

FACTORY APPLIED FINISH

F.P.S.C.

FOOT

FOOTING

FURRING

FULL SIZE

FUTURE

FT.

FUT.

FTG.

FURR.

F.R.

F.S.

CABINET

FINISH

FLOOR

FLASHINGFLASH.

FIN.

FL.

F.H.C.

F.P.

FLUOR.

F.E.C.

F.A.I.

FDN.

F.D.

F.E.

F.A.F.

F.H.E.C.

INVERTINV.

J.C.

JT. JOINT

I.D.

INCAND.

IN.

INCL.

INSUL.

INTER.

INT.

INCH

H.V.A.C.

HD.WD.

NORTH

PROTECTION AGENCY

NOT TO SCALE

NATIONAL FIRE

MASONRY OPENING

MODULAR

MATERIAL

NUMBER

COEFFICIENT

NOMINAL

NOISE REDUCTION

NOT IN CONTRACT

MILLIMETER

MOLDING

MISCELLANEOUS

N.T.S.

NFPA

N.R.C.

NOM.

N.I.C.

NO.

N.

MOD.

M.O.

MISC.

MLD.

MM.

MTL.

REG.

RET.

R.H.

REV.

REQD.

REINF.

RM.

R.O.

R.B.

RAD.

R.D.

REF.

R.

Q.T.

QTY.

GENERAL

HOSE BIB

HANDRAIL

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT

GENERAL CONTRACTOR

GYPSUM WALL BOARD

GLAZED WALL TILE

FOR HANDICAPPED USE

GALVANIZED IRON

GALVANIZED

GLAZED BLOCK

GRAB BAR

EMERGENCY

EQUIPMENT

ENCLOSURE

EXPANSION JOINT

EPOXY PAINT

ELECTRIC WATER COOLER

ELEV. MACHINE ROOM

ENTRANCEENT.

EXP. EXPOSEDEXTERIOREXT.

E.J.

EXCAVATE

EQUAL

EXHAUST

EXISTING

EXCAV.

EXH.

EP.

EQUIP.

E.W.C.

EQ.

EXIST.

END CAPEC.

ELEVATION

ELECTRIC

ELEVATOR

EMER.

ELEV.

EL.

ELEC.

EMR.

ENCL.

EACH

EAST

EA.

E.

G.W.T.

HDW.

H.M.

H.P.

H.R.

HOR.

HR.

HT.

HOUR

HEIGHT

H.B.

GYP.

HDR.

HC.

GYPSUM

HEADER

G.B.

G.I.

GL.

G.C.

GBL.

GEN.

G.W.B.

GLASS

GALV.

GA. GAUGE

METER

METAL

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

MEDIUM

LEFT HAND

LIVE LOAD

LOW POINT

MASONRY

MACHINE

MARBLE

LONGITUDINAL

LIGHT WEIGHT

MAINTENANCE

LABORATORY

LAMINATED

LAVATORY

POUNDS

MANHOLE

MAT.

MECH.

MFR.

MET.

MAX.

MED.

M.H.

MACH.

MAINT.

M.

MAS.

MAR.

LAV.

LONG.

LT.WT.

L.P.

LH.

L.L.

LBS.

LAM.

LAB.

PASS.

PLAS.

PSI.

PT.

PTN.

PREFAB.

PNL.

PVC.

PGB

PER.

PERF.

ELEV.

P.LAM.

PL.

O.D.

OPNG.

OPP.

O.H.

P.

O.C.

OA.

T.D. TRENCH DRAIN

T.C. TERRA COTTA

TELEPHONE

TEMPERED

TERRAZZO

TREAD

TYPICAL

TRIMMED OPENING

TOP OF WALL

TOP OF SLAB

TELEVISION

THROUGH

THICKNESS

TONGUE AND GROOVE

UNDERWRITER'S

UNLESS

U.L.

U.O.N.

T.O.

TR.

T.W.

TV.

T.O.S.

TYP.

T.&G.

TEL.

TEMP.

TER.

THRU

THK.

TOP AND BOTTOM

SIMILAR

SCHEDULE

STAINED FINISH

SPECIFICATION

STARTING POINT

SECTION

SANITARY

STEEL

STAINLESS STEEL

COEFFICIENT

STANDARD

STORAGE

SUSPENDED

SYMMETRICAL

SYNTHETIC

STRUCTURAL

SOUND TRANSMISSION

SQUARE

SOUTH

TACKBOARD

S.S.

SUSP.

T.&B.

SYM.

SYN.

TB.

STOR.

ST.

S.T.C.

STD.

STR.

SCHED.

S.P.

SPEC.

S.F.

SIM.

SECT.

SQ.

SAN.

S.

W/

WT.

W.W.F.

W.P.

W.C.

W.O.

WD.

W/O

W.PT.

VERT.

V.I.F.

V.

V.W.C.

W.

V.C.T.

V.P.

WITH

WELDED

WEIGHT

WATER CLOSET

WINDOW OPENING

WATERPROOFING

WORKING POINT

WOOD

WITHOUT

VINYL WALL

VINYL

VERTICAL

VERIFY IN FIELD

VINYL

WEST

VISION PANEL

MATERIAL KEY

SHEET SPECIFIC KEY NOTES

PARTICLE BOARD

BRICK

CONCRETE

FINISH WOOD

FRAMING LUMBER

RIGID INSULATION

METAL SECTION

GYPSUM WALLBOARD

EARTH

PLYWOOD

BATT INSULATION

CMU

NO SCALE

DETAIL INDICATOR

DETAIL SECTION

NO SCALE

-SELF-CLOSING

LABORATORY

OTHERWISE NOTED

COMPOSITION TILE

COVERING

WIRE FABRIC

SYMBOLS KEY

NEW WALLS

GENERAL NOTES, ABBREVIATIONS,

REPLACE BUILDING 71 590-604

NO. DESCRIPTION DATE

BLDG. 71

B

A

C

D

E

F

1 2 3 4 5 6 87 9

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BID DOCUMENTSBID DOCUMENTS

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Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

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PLAN

NORTH

ACTUAL

NORTH

VA VETERANS

ADMINISTRATION

VAMC VETERANS

ADMINISTRATION

MEDICAL CENTER

COR CONTRACTING OFFICER’S

REPRESENTATIVE

SMOKE

BARRIER

(Communicating Space)

BUILDING 173

(Existing)

1-HR FIRE BARRIER

(Elevators)

1-HR FIRE BARRIER

(Elevators Hoistway)

1-HR FIRE BARRIER

(Stairs)

1-HR FIRE BARRIER

(Stairs)1-HR FIRE BARRIER

(Stairs)

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(Stairs)

SMOKE

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ARCHITECTURAL

ARCHITECTURAL CODE ANALYSIS

PBA No. 16041

3/32" = 1'-0"1 CODE ANALYSIS

CODE INFORMATION: NEW WORK SHALL BE DESIGNED IN ACCORDANCE WITH ALL FEDERAL CODES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE, 2015 EDITION; NFPA 101 LIFE SAFETY CODE, 2015 EDITION; AND VA DESIGN GUIDELINES.

1. BUILDING CODE INFORMATION: INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION:

i. CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION:

1) SECTION 304 - BUSINESS USE GROUP-B:

a) PER 303.1.2, SMALL ASSEMBLY SPACES, ASSEMBLY SPACES WITH AN OCCUPANCY LOAD OF LESS THAN 50

OCCUPANTS AND LESS THAN 750 SF, SHALL BE CLASSIFIED AS GROUP B. ALL CONFERENCE ROOMS COMPLY

WITH THESE STATEMENTS.

ii. CHAPTER 6 - TYPES OF CONSTRUCTION:

1) SECTION 602.2 TABLE 601

a) CONSTRUCTION TYPE II B

2) TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS)

a) BEARING WALLS:

EXTERIOR - 0

INTERIOR - 0

b) NONBEARING WALLS AND PARTITIONS

EXTERIOR (PER TABLE 602)

c) NONBEARING WALLS AND PARTITIONS

INTERIOR - 0

d) FLOORS: 0

e) ROOF: 0

iii. CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS: (EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM)

1) TABLE 504.3 - ALLOWABLE AREA PER FLOOR: 69,000 SF

a) ACTUAL BUILDING SF:

1ST FLOOR 12,483 SF

2ND FLOOR 12,302 SF

TOTAL ACTUAL ������ SF

2) SECTION 504 - BUILDING HEIGHT:

a) TABLE 504.3 - ALLOWABLE HEIGHT ABOVE GRADE PLANE:

ALLOWABLE: 75-FEET

ACTUAL: � 75-FEET

b) TABLE 504.4 - ALLOWABLE NUMBER OF STORIES ABOVE GRADE:

ALLOWABLE: 4

ACTUAL: 2

iv. CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

1) TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS:

FIRE SEPARATION DISTANCE: (BETWEEN BUILDING 71 AND 173)

a) 15 TO LESS THAN 20-FEET: 75%

4,468 SF X 75% = ����� SF

v. FIRE RATED ASSEMBLIES:

1) ELEVATOR HOIST WAY AND ELEVATOR MACHINE ROOM: 1-HR (< 4-STORIES)

2) EGRESS STAIR ENCLOSURES: 1-HR (< 4-STORIES)

3) MECHANICAL/ELECTRICAL: 1-HR.

4) STORAGE AREAS: 1-HR SMOKE PARTITION

5) REFER TO “NFPA 8.6.6: COMMUNICATING SPACE (MAIN LOBBY)” LISTED BELOW FOR ADDITIONAL RATED ASSEMBLIES

vi. CHAPTER 8 - INTERIOR FINISHES:

1) NFPA 101 38.3.3.2: INTERIOR WALL AND CEILING FINISH (SPRINKLERED BUILDING)

A, B OR C

2) NFPA 10.2.7: INTERIOR FLOOR FINISH FLOOR

CARPET AND CARPET LIKE INTERIOR FINISHES SHALL COMPLY WITH ASTM D - STANDARD TEST METHOD FOR

IGNITION CHARACTERISTICS OF FINISHED TEXTILE FLOOR COVERING MATERIALS.

vii. CHAPTER 10 - MEANS OF EGRESS:

1) SECTION 1004 - OCCUPANT LOAD TABLE 104.1.2:

BUSINESS AREAS = 100 GSF

24,785 GSF/100 = 247.85 = ���PEOPLE

2. NFPA 101 LIFE SAFETY CODE, 2015, AND NFPA 220 TYPES OF BUILDING CONSTRUCTION, 2015:

i. NFPA 101: CHAPTER 38 NEW BUSINESS OCCUPANCIES

ii. NFPA 220 - TYPES OF BUILDING CONSTRUCTION TABLE 4.1.1,

iii. NFPA 101 TABLE 20.1.6.1, CONSTRUCTION TYPE II 000.

iv. EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED BUILDING)

1) NFPA 101 38.2.6.2: NEW BUSINESS OCCUPANCIES: 300 FEET

2) NFPA 101, 12.2.5.1.2: COMMON PATH OF TRAVEL (SPRINKLERED BUILDING):

a) 20-FEET FOR PATH SERVING ANY NUMBER OF OCCUPANTS

75 FEET FOR COMMON PATH SERVING ≤ 50 OCCUPANTS

3) NFPA 7.5.1.3.3: ARRANGEMENT OF MEANS OF EGRESS:

b) WHERE 2 OR MORE EXITS ARE REQUIRED FROM A SPACE, AT LEAST TWO EXIT DOORS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE AREA SERVED (SPRINKLERED BUILDING)

v. NFPA 8.6.6: COMMUNICATING SPACE (MAIN LOBBY):

1) COMMUNICATING SPACE IS LESS THAN 3 STORIES. (LOBBY IS 2-STORIES)

2) THE LOWEST LEVEL IS AT GRADE/STREET LEVEL.

3) THE ENTIRE FLOOR AREA OF THE COMMUNICATING SPACE IS OPEN AND UNOBSTRUCTED.

4) THE BUILDING IS FULLY SPRINKLERED AND THEREFORE A 1-HR FIRE BARRIER SEPARATING THE COMMUNICATING SPACE AND THE REMAINDER OF THE BUILDING IS NOT REQUIRED. A SMOKE BARRIER COMPLYING WITH SECTION 8.5 WILL

PROVIDED ABOUT THE PERIMETER OF THE COMMUNICATING SPACE.

5) COMMUNICATING SPACE COMPLIES WITH THE CAPACITY EGRESS, ALLOWING ALL OCCUPANTS TO SIMULTANEOUSLY

EGRESS THE SPACE BY CONSIDERING IT AS A SINGLE FLOOR AREA.

6) OCCUPANTS OF THE SECOND FLOOR HAVE MORE THAN 1 EGRESS FROM THE COMMUNICATING SPACE WITH HAVING TO

TRANSVERSE TO THE FIRST FLOOR.

7) OCCUPANTS OUTSIDE THE COMMUNICATING SPACE HAVE 1 EGRESS EXIST WITHOUT HAVING TO TRAVEL THROUGH THE

COMMUNICATING SPACE.

FIRST FLOOR PLAN

SECOND FLOOR PLAN

REPLACE BUILDING 71 590-604

NO. DESCRIPTION DATE

BLDG. 71

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

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: 0500-0006

B

A

C

D

E

FPLAN

NORTH

ACTUAL

NORTH

BID DOCUMENTSBID DOCUMENTS

M MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

A

PLAN

NORTH

ACTUAL

NORTH

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 5'-0"

" 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 A

S E

LI

N

E O

F

LO

W E

S T

C H

A R

A C

TE

R m in

B A

S E

LI

N

E O

F H

IG

H

E S

T C

H A

R A

C

TE

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)

" m ax

V E

R

TI

C A

L C

LE

A

R A

N C

E

" m in

4" max

" m ax

V E

R

TI

C A

L C

LE

A

R 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 E

A C

H R

A N

G E

8"

H E

A D

C

LE

A R

A N

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"

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

A B

B A

R

6"

TOP OF SEAT

36" min

12" min

G R

A B

B A

R

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 E

FL

E

C

TI

V E

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

V E

R

TI

C A

L C

LE

A

R 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 E

A C

H R

A N

G E

8"

PAPER

DISPENSER

(*604.7)

(*604.6)

7" - 9" 12" min

R E

A C

H R

A N

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 E

A C

H R

A N

G E

8"

R E

A C

H R

A N

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

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

S P

O U

T O

U

TL

E T

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

A

LL

G R

A B

B A

R 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

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

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

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 Title

Drawing 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

401 Woodbourne Ave Baltimore, Maryland 21212

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

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M A

\\M ac

\H om e\ D es kt op \V

A

(L oc al

s) \L

4-

1-

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1_ ar ea dQ H

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AG���

ARCHITECTURAL

ADA GENERAL STANDARDS

REPLACE BUILDING 71

03.28.2018 DM LMP

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

THESE DIAGRAMS ARE ADAPTED FROM 2010 ADA STANDARDS

FOR REFERENCE ONLY. NOT FOR CONSTRUCTION.

CHANGES IN FLOOR SURFACES

TYPICAL HALWAY MOUNTING HEIGHTSPROTRUDING OBJECTS

CLEARANCESSTAIRS

HANDRAILS

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

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

��� �ANDRAILS

HANDRAILS ARE REQUIRED AT ALL STAIRS.

HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS.

HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH FLIGHT. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.

TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE THE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT

HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.

CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1 1/2 INCHES

MINIMUM.

HANDRAIL GRIPPING SURFACE SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOP OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2

INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE.

HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4

INCHES MINIMUM AND 2 INCHES MAXIMUM.

HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM.

HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE

ELEMENTS AND SHALL HAVE ROUNDED EDGES.

HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND

RAMP RUNS.

RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR

SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RUN.

AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR

FLIGHT.

AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF

AN ADJACENT STAIR FLIGHT.

No. DESCRIPTION DATE

BUILDING 173

EXISTING

BUILDING 71

INSTALL TOILET AND IT CLOSET IN BUILDING

BUILDING 173

TOILET

IT ROOM

DEMOLISH BUILDING 71

BUILDING 173

BUILDING 71

CONSTRUCTION OF THE

NEW BUILDING 71

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

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 Title

Drawing 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

401 Woodbourne Ave Baltimore, Maryland 21212

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

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M A

\\M ac

\H om e\ D es kt op \V

A

(L oc al

s) \L

4-

1-

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1_ ar ea dQ H

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AG���

ARCHITECTURAL

PHASING PLAN

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/16" = 1'-0"1 PHASING PLAN - PHASE 1

1/16" = 1'-0"2 PHASING PLAN - PHASE 2

1/16" = 1'-0"3 PHASING PLAN - PHASE 3

No. DESCRIPTION DATE

1. DEMOLITION AND INSTALLATION OF NEW TOILET AND I/T CLOSET IN BUILDING 173. 1. DEMOLITION OF BUILDING 71; REFER TO DEMOLITION DRAWINGS.

1. CONSTRUCTION OF BUILDING 71

UP

BASEMENT

CRAWL SPACE

GENERAL DEMOLITION NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

OR POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE

WORK.

2. DEMOLITION INCLUDES COMPLETE REMOVAL OF THE ENTIRE

STRUCTURE AND CONNECTED UTILITY SERVICES.

A SUMMARY OF THE DEMOLITION INCLUDES:

- FOUNDATIONS AND FOOTINGS

- BASEMENT: CONCRETE WALLS AND SLAB

- LOAD BEARING EXTERIOR WALLS:, MASONRY BLOCK

WITH BRICK VENEER

- NON-BEARING INTERIOR WALLS: MASONRY BLOCK

WITH PLASTER VENEER AND GYPSUM BOARD ON

METAL STUDS.

- STRUCTURE: WOOD FRAMING

- FLOORING: CONCRETE OVER BASEMENT AND MAIN

LOBBY. WOOD JOIST ELSE WHERE

- FLOOR FINISHES: VCT

- CEILINGS: EXPOSED STRUCTURE AND PLASTER

- WINDOWS. DOUBLE-HUNG WOOD

- ROOF: ASPHALT SHINGLES

- METAL STAIRS

- ELEVATOR

- HVAC SYSTEM: STEAM

- ELECTRICAL SYSTEM

- SPRINKLER SYSTEM

- PLUMBING FIXTURES

- CUT AND CAP UTILITY SERVICES TO BUILDING (SEE

CIVIL DRAWINGS)

- LOADING DOCK

- RAMPS TO BUILIDING

DEMOLITION PLAN - BASEMENT1

AD101 1/8" = 1'-0"

REPLACE BUILDING 71 590-604

NO. DESCRIPTION DATE

BLDG. 71

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

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: 0500-0006

B

A

C

D

E

FPLAN

NORTH

ACTUAL

NORTH

BID DOCUMENTSBID DOCUMENTS

M MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

A

PLAN

NORTH

ELEVATOR

FOYER

STAIR #1

STAIR #3

UP

DN

UP

DN

DN

PORCH

STAIR #2

RAMP DOWN

LOADING DOCK

RAMP

RAMP

DOWN

RAMP

DOWN

198'-4" ±

'-8

AE141

DN

GENERAL DEMOLITION NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

OR POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE

WORK.

2. DEMOLITION INCLUDES COMPLETE REMOVAL OF THE ENTIRE

STRUCTURE AND CONNECTED UTILITY SERVICES.

A SUMMARY OF THE DEMOLITION INCLUDES:

- FOUNDATIONS AND FOOTINGS

- BASEMENT: CONCRETE WALLS AND SLAB

- LOAD BEARING EXTERIOR WALLS:, MASONRY BLOCK

WITH BRICK VENEER

- NON-BEARING INTERIOR WALLS: MASONRY BLOCK

WITH PLASTER VENEER AND GYPSUM BOARD ON

METAL STUDS.

- STRUCTURE: WOOD FRAMING

- FLOORING: CONCRETE OVER BASEMENT AND MAIN

LOBBY. WOOD JOIST ELSE WHERE

- FLOOR FINISHES: VCT

- CEILINGS: EXPOSED STRUCTURE AND PLASTER

- WINDOWS. DOUBLE-HUNG WOOD

- ROOF: ASPHALT SHINGLES

- METAL STAIRS

- ELEVATOR

- HVAC SYSTEM: STEAM

- ELECTRICAL SYSTEM

- SPRINKLER SYSTEM

- PLUMBING FIXTURES

- CUT AND CAP UTILITY SERVICES TO BUILDING (SEE

CIVIL DRAWINGS)

- LOADING DOCK

- RAMPS TO BUILIDING

DEMOLITION PLAN - FIRST FLOOR1

AD111 1/8" = 1'-0"

REPLACE BUILDING 71 590-604

NO. DESCRIPTION DATE

BLDG. 71

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

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: 0500-0006

B

A

C

D

E

FPLAN

NORTH

ACTUAL

NORTH

BID DOCUMENTSBID DOCUMENTS

M MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

A

PLAN

NORTH

ELEVATOR

STAIR #1

STAIR #3STAIR #2

(BELOW)

DN DN

ROOF

GENERAL DEMOLITION NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

OR POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE

WORK.

2. DEMOLITION INCLUDES COMPLETE REMOVAL OF THE ENTIRE

STRUCTURE AND CONNECTED UTILITY SERVICES.

A SUMMARY OF THE DEMOLITION INCLUDES:

- FOUNDATIONS AND FOOTINGS

- BASEMENT: CONCRETE WALLS AND SLAB

- LOAD BEARING EXTERIOR WALLS:, MASONRY BLOCK

WITH BRICK VENEER

- NON-BEARING INTERIOR WALLS: MASONRY BLOCK

WITH PLASTER VENEER AND GYPSUM BOARD ON

METAL STUDS.

- STRUCTURE: WOOD FRAMING

- FLOORING: CONCRETE OVER BASEMENT AND MAIN

LOBBY. WOOD JOIST ELSE WHERE

- FLOOR FINISHES: VCT

- CEILINGS: EXPOSED STRUCTURE AND PLASTER

- WINDOWS. DOUBLE-HUNG WOOD

- ROOF: ASPHALT SHINGLES

- METAL STAIRS

- ELEVATOR

- HVAC SYSTEM: STEAM

- ELECTRICAL SYSTEM

- SPRINKLER SYSTEM

- PLUMBING FIXTURES

- CUT AND CAP UTILITY SERVICES TO BUILDING (SEE

CIVIL DRAWINGS)

- LOADING DOCK

- RAMPS TO BUILIDING

DEMOLITION PLAN - SECOND FLOOR1

AD121 1/8" = 1'-0"

REPLACE BUILDING 71 590-604

NO. DESCRIPTION DATE

BLDG. 71

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

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: 0500-0006

B

A

C

D

E

FPLAN

NORTH

ACTUAL

NORTH

BID DOCUMENTSBID DOCUMENTS

M MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

A

PLAN

NORTH

UP

AE211

AE211

AE211

AE211

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

AE311

AE311

CONFERENCE

WORKSTATIONS

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

117COPY

AREA

OFFICE

STAIR 2

OFFICE

BREAK

ROOM

TELECOM

SPRINKLER

MECH/PLUMB

ELEC

105A

MEN

WOMEN

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

COPY

AREA

OFFICE

STAIR 3

STAIR 1

HOUSE

KEEPING

CLOSET

LOBBY/ATRIUM

ELEV

MECH

OFFICE

OFFICE

WORKSTATIONS

OFFICE

OFFICE

OFFICE

OFFICE

107106

105A

120A

02A

02B

100C 100D

134A

141 03B

105B

CONC. SIDEWALK.

REFER TO CIVIL DWGS

AE622

AE622

Sim

OPPOSITE HAND

AE521

AE411

AE721

AE411

AE411

AE621

AE411

OUTLINE

MEZZANINE

ABOVE

AE411

AE611

LOW PARTITION TYP.

LOW PARTITION TYP.

AE321

AE521

AE411

AE521

Sim

OPPOSITE HAND

AE521

AE321

Sim

AE313

AE313

AE313

AE313

AE722

AE722

AE721

120 134

AE521

A

A

B

B

A

A

A

A A A

A B

B

B

C2

C

C

A

A

R2 R2

A

A

B

A

B

BB

R1

R1

A

R1

C2

B

B

A A A A

A

B

B

A

A

A

A

A/V 120A

B

C

A

C

R2

B

R2

R2

R2

R2

C

C

R2

B

R2

B

BB

B

C2

C2

R2 R2

A

C C

A

C

C

R1

R2

AE521

Sim

AE622

Sim

AE622

Sim

0.02 0.02

B

100A 100B

FX CABINET

ELEV #2

(DEDUCT

ALT #1)

FX CABINET

TYP.

AE141

03A

D

D

1.11.1

A

C

C

C

C C C C

C

D

C

C

C

C

C

C

D D

DD

C

D2

B

E

E

E

E

B

E

C2

C

C

B

R2

OUTLINE

CANOPY

ABOVE

SIDEWALK;

REFER TO

CIVIL DWGS

R2

B

CORRIDOR

5'x7' CONCRETE PAD

OUTLINE OF CANOPY ABOVE

ELEV 1

OUTLINE

CANOPY

ABOVE

D2

TOILET

AED CABINET

FX CABINET

AE113

SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01

CT-01

CT-02

SF-02SF-02SF-02SF-02SF-02SF-02SF-02SF-02SF-02SF-02SF-02SF-02

CT-01

CT-02

AE722

Sim

AE722

Sim

OPP. HAND

OPP. HAND

136 137 138

123111

117 118 119

CONCRETE SIDEWALK. REFER TO CIVIL

DRAWINGS FOR PAVING DIMENSIONS

AE721

Sim

OPPOSITE HAND

W1

W1 W1

W1

W3 W3W2 W2

W2

W2

W2 W2

W4 W4

W4 W4

AE312

Sim

AE312

Sim

C

C C

C

IT ROOM

102A

100E 100F

PRE-ENGINEERED

CANOPY ABOVE

W1

BELOW

W1

BELOW

AE411

Sim

0"

TYP.

UP

F.F. 0'-

A

AE521

OPPOSITE

R2

PARTITION TYPE 'A'

CEILING

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

PARTITION TYPE 'B'

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

PARTITION TYPE 'R1'

1-HOUR FIRE RATED

FIRE BARRIER

UL DESIGN U419

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

FIRE-RATED

JOINT AT DECK

CLG

5/8" TYPE X

GYP. BD.

PARTITION TYPE 'C2 '

6"

PARTITION TYPE 'D'

8" NOM.

CMU

PARTITION TYPE 'E'

7 5/8" 4 7/8"4 7/8"

UNDERSIDE OF

DECK FIRST FLR

UNDERSIDE OF

GYP SECOND

FLOOR

6"

EXTERIOR WALL TYPE 'W1'

TYPICAL BRICK FACED

WALL ASSEMBLY

• 3 5/8" x 2 1/4" x 7 5/8"

BRICK MASONRY

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 5/8" EXT. GYPSUM BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

1'-2"

FACE OF

FRAMING

EXTERIOR WALL TYPE 'W2'

TYPICAL BRICK FACED

CMU WALL ASSEMBLY

• 3 5/8" x 2 1/4" x 7 5/8"

BRICK MASONRY

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 8" NOM. CMU

1'-4"

EXTERIOR WALL TYPE 'W3'

TYPICAL VENTED EIFS

WALL ASSEMBLY

• 2.5" DRAINABLE AND

VENTED EIFS

RAINSCREEN SYSTEM

• VERTICALLY TROWELED

ADHESIVE LAYER

• VAPOR PERMEABLE

AIR/WATER BARRIER

• 5/8" EXT. GYPSUM

BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL

CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

EXTERIOR WALL TYPE 'W4'

TYPICAL GLAZED BRICK

WALL ASSEMBLY

• 3 5/8" GLAZED BRICK

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 5/8" EXT. GYPSUM

BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL

CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

1'-2"

FACE OF

FRAMING

3 5/8"

4 1/4"

PARTITION TYPE 'C'

6"

2 1/2"

CLG

5/8" TYPE X

GYP. BD.

3 5/8" STUD

2 1/2" STUD

2 1/2" STUD

8" NOM.

5/8" TYPE X

GYP. BD.

CLG

6"

10 3/4" 3 1/8"

6 5/8"

PARTITION TYPE 'D2'

3 5/8" STUD

8" NOM.

CLG

6"

11 7/8"

5/8" TYPE X

GYP. BD.

4 7/8"

PARTITION TYPE 'R2'

SMOKE BARRIER

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

SEALED JOINT

AT DECK

4 7/8"

GENERAL NOTES

1. REFER TO DRAWINGS AE112 AND AE122 FOR PLAN DIMENSIONS.

2. REFER TO PLUMBING DRAWINGS FOR FLOOR PLAN LOCATIONS

3. REFER TO STRUCTURAL AND PLUBMING DRAWINGS FOR

INFORMATION ON SUMP PIT AND RELATED EQUIPMENT.

4. REFER TO CIVIL DRAWINGS FOR ALL LANDSCAPING

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

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 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

401 Woodbourne Ave Baltimore, Maryland 21212

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

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE111

ARCHITECTURAL

FIRST FLOOR PLAN AND WALL TYPES

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/8" = 1'-0"1 FLOOR PLAN - FIRST FLOOR OVERVIEW

1 1/2" = 1'-0"

WALL TYPES

PLAN

NORTH

ACTUAL

UP UP

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

104 SF

OFFICE

104 SF

OFFICE

103 SF

COPY

AREA

102 SF

OFFICE

101 SF

OFFICE

102 SF

OFFICE

290 SF

CONFERENCE

213 SF

SPRINKLER

MECH/PLUMB

197 SF

MEN

198 SF

WOMEN

281 SF

CONFERENCE

2053 SF

WORKSTATIONS

320 SF

LOBBY/ATRIUM

112 SF

TELECOM

434 SF

BREAK

ROOM

102 SF

OFFICE

99 SF

OFFICE

103 SF

OFFICE

99 SF

OFFICE

97 SF

OFFICE

99 SF

OFFICE

71 SF

HOUSE

KEEPING

CLOSET

93 SF

OFFICE

93 SF

OFFICE

122 SF

ELEV

MECH

98 SF

OFFICE

99 SF

OFFICE

98 SF

OFFICE

99 SF

OFFICE

87 SF

COPY

AREA

105 SF

OFFICE

105 SF

OFFICE

99 SF

OFFICE

97 SF

OFFICE

99 SF

OFFICE

2595 SF

WORKSTATIONS

STAIR 3STAIR 2

0.02 0.02

20" CLR

1' -8

3'

-4

1' -8

'-6

'-2

4'

-6

'-6

1'

-8

'-0

" 11'-10" 18'-0" 18'-0" 18'-0" 20'-0" 12'-10" 12'-10" 20'-0" 18'-0" 18'-0" 18'-0" 11'-10"

'-6

9'-4"

11'-1" 11'-1" 14'-9" 10'-7" 10'-7" 10'-7" 10'-7"

'-8

'-7

'-7

7' -1

0" 1'

-6

'-2

'-8

'-7

'-7

7' -1

0" 1'

-6

2' -1

0"

9'-6"

'-0

1' -4

5'-0"

ALIGN

197'-4"

'-0

10'-2"

5'-0" CLR.

1'-10"

2' -1

0"

ALIGN

5'-0"

'-8

'-7

'-7

7' -1

0" 1'

-6

ELEV 1

1' -6

7'

-1 0"

'-6

9'

-8

9' -8

10'-6" 44'-2 1/2" +/- 10'-2"

'-6

'-4

10'-6"34'-8" +/- 5'-0" 8'-7 1/8" 8'-7 1/8" 5'-0" 3'-6"

'-4

1'

-2

'-1

0"

1' -6

7'

-1 0"

2' -6

1.11.1

9'-4"

9'-4"

'-6

1'-8"

69'-4" 38'-4" 69'-4"

1'-8"

9'-5" 2'-11" 9'-5"

1' -8

CLR

7'-2"

'-6

'-5

/2

10'-2"

1' -4

9'-1" 9'-1" 9'-1" 15'-3"

5'-1" 5'-1"

10'-6"

6'-4" 6'-4"

10"

4'-0" 1'-0" 1'-0" 4'-0"

1'-0" 4'-0"

ELEV. 2;

(DEDUCT

ALT #1)

'-2

LOW PARTITION, TYP.

'-6

'-5

/8

4'-1"4'-1"

1'-0" 4'-0" 4'-0" 1'-0" 4'-0" 1'-0" 1'-0"

4'-0" 1'-0" 4'-0"

4'-8"

8' -4

" C

LR

8' -5

1/ 2"

1' -2

1'

-2

8' -4

" C

LR

8' -5

1/ 2"

9'-4"

1' -4

1'-4"

1' -4

1'-4"

1' -4

1' -4

4'-4" 4'-0" 1'-0"

3'-6"

10"

4' -0

5'-0"

6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8"

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

6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8" 2'-4" 6'-8"

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

102 SF

ELEC

105A

MEZZANINE

ABOVE

AE141

7'-10"

9' -0

7'-10"

9' -0

10'-2 3/8"

TOILET IT ROOM

C L

CL

C L

CL

F.O.B.

F.O.B

F.O.B.

F.

O

.B

FACE OF BRICK (F.O.B)

F.O.B.

F.O.B.

F.

O

.B

F.

O

.B

F.O.B.

F.

O

.B

STAIR 1

12'-3" 12'-3" CLCLCL

3' -0

CL

CL

1'-7 1/2"

GENERAL NOTES

1. DIMENSIONS ARE MEASURED FROM

FACE OF STUD TO FACE OF STUD,

UNLESS NOTED OTHERWISE

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

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 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

401 Woodbourne Ave Baltimore, Maryland 21212

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

R :\R ev it

C en tra lF ile s\

-V

A Bu ild in g

\C 4-

1-

VA

-C op y_

LT

.rv t

AE112

ARCHITECTURAL

FIRST FLOOR DIMENSION PLAN

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/8" = 1'-0"1

FLOOR PLAN - FIRST FLOOR

ARCHITECTURAL DIMENSIONS

PLAN

NORTH

ACTUAL

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

CONFERENCE

SPRINKLER

MECH/PLUMB

ELEC

105A

MEN

WOMEN

WORKSTATIONS

OFFICE

OFFICE

BREAK

ROOM

TELECOM

STAIR 1

LOBBY/ATRIUM

ELEV #2

HOUSE

KEEPING

CLOSET

OFFICE

CONFERENCE

OFFICE

WORKSTATIONS

STAIR 3STAIR 2

9'-6"

9'-6"

8'-6"

WORKSTATIONS

8'-6"

9'-6"9'-6"

9'-4"

OFFICE

OFFICE

OFFICE

OFFICE

COPY

AREA

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

COPY

AREA

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

WORKSTATIONS

8'-6"8'-6"8'-6"8'-6"

8'-6"8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

EQ

EQ

OFFICE

ELEV

MECH

8'-6"

8'-6"

8'-6"

LI

N

EA

R

L

ED

LI

N

EA

R

L

ED

7' -8

/4

9'-0"

8'-6"8'-6"8'-6"

8'-6"

8'-6"

9'-6"

TYP.

8'-9"

9'-0"

OFFICE

TASK LIGHTS

UNDER CABINET

TA

SK

L

IG

H

TS

MEZZANINE

TY

P.

8' -0

0.02 0.02

8'-6"

BULKHEAD

@ 8' 9'-6"

BULKHEAD @ 8'

BUILDING 173

1.11.1 8'-0"

AE113

AE113

AE113

ELEV 1

AE113

Sim

AE113

Sim

TYP

7' -8

/4

EQ

EQ

TASKLIGHT

8'-6"

8'-6"

6' LINEAR LED

8'-6"

BULKHEAD

8'-6"

BULKHEAD

9'-4" 9'-4"

TYP.

8'-9"

TYP.

8'-9" EQ 7'-0" 7'-0" 7'-0" EQ 8'-9" TYP.

CORRIDOR

AE141

ROD SUPPORTED

CANOPY

ROD SUPPORTED

CANOPY

ALIGN CLG W/

HORIZ. CURTAIN

WALL MULLION.

ALIGN CLG W/

HORIZ. CURTAIN

WALL MULLION.

EQ

EQ

LI

N

EA

R

L

ED

LI

N

EA

R

L

ED

(DEDUCT

ALT #1)

AE321

Sim

AE321

Sim

OPP. HAND

8'-0"

8'-6"

8'-6" 8'-6"

8'-6"

8'-6"

EQ EQ

EQ. EQ.

AE621

A

SUSPENDED

GYP BD CLG

9'-6"

8'-6"

DECK

6" STUD

7 1/4"

8'-0"

SUSPENDED

GYP BD CLG

GYP BD (PT-3)

K

OPP. HAND

8'-6"

9'-6"

SUSPENDED

2X2 ACT

STOREFRONT

SUSPENDED

2X2 ACT

GYP BD (PT-3)

OFFICE WORKSTATION

2ND FLOOR

12'-0"

2' -1

/4

" M

IN

9'-6" 9'-6"

8'-6"

SUSPENDED

2X2 ACT

1'-6" U.N.O. 7'-0" U.N.O. GYPSUM BOARD ON

2 1/2" MTL STUDS

FACE OF WALL BEYOND

RCP GENERAL NOTES

1. INSTALL ACCESS DOORS AND PANELS TO ALLOW

FULL ACCESS TO SERVICE VALVES, TRAPS,

DAMPERS, CLEANOUTS, AND OTHER MECHANICAL,

ELECTRICAL EQUIPMENT, CONCEALED ABOVE

GYPSUM BOARD CEILINGS, OR WHERE INDICATED.

6" RECESSED DOWNLIGHT

4'-0" FLUORESCENT SHOP LIGHT

2X2 PARABOLIC TROFFER LIGHT

2X4 PARABOLIC TROFFER LIGHT

TASK LIGHT

4'-0" WALL-MOUNTED FLUORESCENT

SHOP LIGHT

EXTERIOR WALL-MOUNTED FIXTURE

LINEAR LED (COVED)

PAINTED GYPSUM BOARD

(PT-3)

2X2 LAY-IN SYSTEM

(ACT-1)

VRF CASSETTE

RCP LEGEND

CONSOLE AND WALL FAN COIL UNIT

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

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 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

401 Woodbourne Ave Baltimore, Maryland 21212

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

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE113

ARCHITECTURAL

FIRST FLOOR RCP

REPLACE BUILDING 71

03.28.2018 DM VJS

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/8" = 1'-0"1

REFLECTED CEILING PLAN - FIRST

FLOOR

1/2" = 1'-0"3 BULKHEAD DETAIL 2

1/2" = 1'-0"4

TYP. BULKHEAD @ OFFICE

STOREFRONT

1/2" = 1'-0"2 BULKHEAD DETAIL

1/8 1 0

PLAN

NORTH

ACTUAL

DN DN

PARTITION TYPE 'A'

CEILING

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

PARTITION TYPE 'B'

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

PARTITION TYPE 'R1'

1-HOUR FIRE RATED

FIRE BARRIER

UL DESIGN U419

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

FIRE-RATED

JOINT AT DECK

CLG

5/8" TYPE X

GYP. BD.

PARTITION TYPE 'C2 '

6"

PARTITION TYPE 'D'

8" NOM.

CMU

PARTITION TYPE 'E'

7 5/8" 4 7/8"4 7/8"

UNDERSIDE OF

DECK FIRST FLR

UNDERSIDE OF

GYP SECOND

FLOOR

6"

EXTERIOR WALL TYPE 'W1'

TYPICAL BRICK FACED

WALL ASSEMBLY

• 3 5/8" x 2 1/4" x 7 5/8"

BRICK MASONRY

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 5/8" EXT. GYPSUM BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

1'-2"

FACE OF

FRAMING

EXTERIOR WALL TYPE 'W2'

TYPICAL BRICK FACED

CMU WALL ASSEMBLY

• 3 5/8" x 2 1/4" x 7 5/8"

BRICK MASONRY

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 8" NOM. CMU

1'-4"

EXTERIOR WALL TYPE 'W3'

TYPICAL VENTED EIFS

WALL ASSEMBLY

• 2.5" DRAINABLE AND

VENTED EIFS

RAINSCREEN SYSTEM

• VERTICALLY TROWELED

ADHESIVE LAYER

• VAPOR PERMEABLE

AIR/WATER BARRIER

• 5/8" EXT. GYPSUM

BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL

CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

EXTERIOR WALL TYPE 'W4'

TYPICAL GLAZED BRICK

WALL ASSEMBLY

• 3 5/8" GLAZED BRICK

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS

MINERAL WOOL

INSULATION BOARD

MECHANICALLY

FASTENED

• SELF ADHERED VAPOR

PERMEABLE AIR/WATER

BARRIER

• 5/8" EXT. GYPSUM

BOARD

• 6" NOMINAL STEEL

STUDS @ 16" O.C.

W/ HORIZONTAL

BLOCKING AT MID-HEIGHT

• MINERAL WOOL

INSULATION (FULL

CAVITY)

• 5/8" TYPE X GYPSUM

WALL BOARD, PAINTED

1'-2"

FACE OF

FRAMING

3 5/8"

4 1/4"

PARTITION TYPE 'C'

6"

2 1/2"

CLG

5/8" TYPE X

GYP. BD.

3 5/8" STUD

2 1/2" STUD

2 1/2" STUD

8" NOM.

5/8" TYPE X

GYP. BD.

CLG

6"

10 3/4" 3 1/8"

6 5/8"

PARTITION TYPE 'D2'

3 5/8" STUD

8" NOM.

CLG

6"

11 7/8"

5/8" TYPE X

GYP. BD.

4 7/8"

PARTITION TYPE 'R2'

SMOKE BARRIER

5/8" TYPE X GYP.

BD., EA SIDE

3 5/8" STUD

ACOUSTIC

INSULATION

SEALED JOINT

A…