36C78619R0043-004.pdf

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

IN ACCORDANCE WITH PENNSYLVANIA STATE

LAW, THE CONTRACTOR SHALL CONTACT PA

ONE CALL (1-800-242-1776) AT LEAST THREE (3)

BUSINESS DAYS PRIOR TO EXCAVATION.

1-800-242-1776

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 www.miller-remick.com

PUBLIC RESTROOM IMPROVEMENTS

PROJECT NUMBER 839-NRM18-05

BID DOCUMENTS

CULPEPER, VIRGINIA

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

GI001

COVER SHEET

6110 EXECUTIVE BOULEVARD

SUITE 440

PH. 202-299-0530

ROCKVILLE, MD 20852

OCMI, INC.

WWW.OCMI.COM

DRAWING INDEX

GENERAL

1. GI001 COVER SHEET

2. GI100 GENERAL INFORMATION

3. GI101 GENERAL NOTES

4. GI102 LIFE SAFETY PLAN

5. GI121 ADA STANDARDS AND INTERIOR MOUNTING HEIGHTS

ARCHITECTURAL

6. AS100 PLANS

7. AS200 ELEVATIONS AND DETAILS

MECHANICAL

8. MP001 MECHANICAL AND PLUMBING ABBREVIATIONS, NOTES & SYMBOLS

9. MP100 DEMOLITION AND CONSTRUCTION FLOOR PLANS

ELECTRICAL

10. E-100 DEMOLITION AND CONSTRUCTION FLOOR PLANS

NO. DRAWING DRAWING TITLE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

12/14/18

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

100% CONSTRUCTION DOCUMENTS

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05BID DOCUMENTS

Dwg. of 10

A101

SIM

A101

SIM

1i

A101

SIM

D

SCALE:1 View Name 1/8" = 1'-0"

A

NTRUE

NORTH

A

B

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR LOOSE RIGID

SURFACE

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

XXX WINDOW NUMBER

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR/INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

MATERIALSREFERENCE

Room Name

150 SF

09 20 00.A1

A101

SIM

DETAIL SECTION

AE201

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING GI100

BID DOCUMENTS

BID DOCUMENTS

TJD ASD

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05

CULPEPER, VIRGINIA

OMCI

(202) 607-7575

MILLER-REMICK LLC

(856) 429-4000

LEO A DALY

(202) 861-4600

12/14/18

GENERAL INFORMATION

ABBREVIATIONS

PROJECT NAME:

CULPEPER NATIONAL CEMETERY - PUBLIC RESTROOM IMPROVEMENTS

PROJECT ADDRESS:

305 US AVENUE

CULPEPER, VA 22701

OWNER:

VETERANS AFFAIRS

810 VERMONT AVENUE, NW

WASHINGTON, DC 20420

ARCHITECT:

LEO A DALY

1200 NINETEENTH STREET NW, SUITE 220

WASHINGTON, DC 20036

TEL: (202) 861-4600

FAX: (202) 872-8530

MEP ENGINEERS:

MILLER-REMICK LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

GENERAL SYMBOLS

ABBREVIATIONS

V

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WATER ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QT QUARRY TILE

R

R RADIUS / REGISTER

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY /

REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TYP TYPICAL

U

U URINAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UON UNLESS OTHERWISE NOTED

UR URINAL

UV UNIT VENTILATOR

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NO IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING

AND AIR CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE /

PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

FTG FOOTING

FVC FIRE VALVE CABINET

G

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE

DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

A

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR

COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACT ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BOD BASIS OF DESIGN

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

60% DESIGN DEVELOPMENT 07/25/2018

100% CONSTRUCTION DOCUMENTS 11/09/2018

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING GI101

BID DOCUMENTS

BID DOCUMENTS

TJD MA

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05

CULPEPER, VIRGINIA

OMCI

(202) 607-7575

MILLER-REMICK LLC

(856) 429-4000

LEO A DALY

(202) 861-4600

12/14/18

GENERAL NOTES

WALLS

1. PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND ELECTRICAL ITEMS. ALL OPENINGS MORE THAN 16

INCHES WIDE IN MASONRY PARTITIONS SHALL HAVE LINTELS AS SCHEDULED ON THE STRUCTURAL DRAWINGS.

DOORS AND FRAMES

1. PROVIDE LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

2. INSTALL CONTINUOUS CAULKING AROUND METAL FRAMES UNLESS NOTED OTHERWISE.

3. HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL FLOOR WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

4. HOLLOW METAL FRAMES IN MASONRY WALLS SHALL BE FILLED WITH GROUT.

5. HOLLOW METAL FRAMES IN STUD PARTITIONS SHALL BE FILLED WITH GROUT TO THE DEPTH OF THE FRAME ANCHOR FULL

HEIGHT FOR SOUND DAMPENING BEFORE SETTING IN PLACE.

6. INSTALL CASING BEADS AND CAULK WHERE PLASTER ABUTS METAL FRAMES.

7. DOOR TYPES AND SIZES ARE SHOWN ON SHEET AS300.

MISCELLANEOUS

1. ALL GRAB BARS, DOOR HARDWARE AND EQUIPEMENT ATTACHED TO WALLS SHALL BE ANCHORED TO 2x6 FIRE RATED

WOOD BLOCKING ANCHORED BETWEEN STUDS UNLESS OTHERWISE NOTED. BLOCKING SHALL BE CONTINUOUS AND

LOCATED BOTH AT BOTTOM AND TOP OF EQUIPMENT.

2. ALL INTERIOR WOOD IS TO BE FRT; ALL EXTERIOR WOOD IS TO BE PT; ALL INTERIOR WOOD IN WET AREAS IS TO BE

EXTERIOR GRADE FRT.

1. VERIFY FIELD CONDITIONS AND LOCATIONS OF ELECTRICAL, MECHANICAL AND PLUMBING AND STRUCTURAL ELEMENTS, IN ADDITION TO OTHER APPLICABLE ITEMS. ARRANGE AND MODIFY NON-VISIBLE ITEMS TO ENSURE ADEQUATE CLEARANCES FOR CEILING LAYOUT AS SHOWN BEFORE RELATED ELEMENTS ARE CONSTRUCTED. IF THERE ARE QUESTIONS REGARDING THESE OR OTHER COORDINATION PROBLEMS, THE CONTRACTOR SHALL OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK IN QUESTION OR

WITH RELATED WORK.

2. INSTALL CEILING TILE HOLD DOWN CLIPS ALONG PARTITIONS AND FOR CEILING TILES LESS THAN FULL SIZE.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OF AND QUANTITIES OF LIGHT FIXTURES.

4. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE

CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER

SQUARE FOOT TO DETERMINE THE LATERAL FORCE.

5. CEILING TILE/GRID/HANGERS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF ADDITIONAL EQUIPMENT OR MATERIALS. CABLES, CONDUIT, FIXTURES, ETC. SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE.

6. CENTER ALL CEILING MOUNTED DEVICES IN CENTER LINE OF LUMINARIES.

7. FOR LOCATION AND SIZE OF ACCESS PANELS SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE LOCATION WITH ARCHITECT, ENGINEERS AND OWNER PRIOR TO INSTALLING IN FIELD.

8. PLACEMENT OF REQUIRED WALL OR CEILING ACCESS PANELS SHALL BE REVIEWED BY ARCHITECT PRIOR TO

FRAMING. ARCHITECT SHALL BE ALERTED AS EARLY AS POSSIBLE OF ACCESS PANELS REQUIRED WHICH ARE NOT INDICATED ON ARCHITECTURAL REFLECTED OR ENGINEERING CEILING PLAN. PANELS ARE TO BE PAINTED TO MATCH

ADJACENT SURFACE OR AS DETAILED BY ARCHITECT.

9. VERIFY CLEARANCE OF ALL CEILING ELEMENTS PRIOR TO INSTALLATION OF ADJACENT ELEMENTS. CONTRACTOR

SHALL FULLY COORDINATE CLEARANCE WITHIN CEILING.

10. FOR EMERGENCY/LIFE SAFETY SYSTEM, REFER TO ELECTRICAL ENGINEERING DOCUMENTS. VERIFY PLACEMENT WITH ARCHITECTURAL DRAWINGS OR ARCHITECT PRIOR TO INSTALLATION. COORDINATE WITH ENGINEERING PLANS

FOR QUANTITY AND GENERAL LOCATION ONLY.

11. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED.

12. EXIT SIGNS SHALL BE LOCATED IN ALIGNMENT WITH LIGHT FIXTURES AND OTHER CEILING ELEMENTS. IN AREAS WITH NO RECESSED FIXTURES, SPRINKLERS SHALL BE CENTERED IN ACT. SPRINKLERS SHALL MATCH BUILDING

STANDARDS.

13. DIFFUSERS SHALL BE LOCATED IN ALIGNMENT WITH LIGHT FIXTURE PATTERNS. REFER TO ENGINEERING PLANS FOR

GENERAL LOCATION ONLY.

14. ALL HVAC DIFFUSERS AND RETURN GRILLES TO BE FINISHED COLOR WHITE. SEE MECHANICAL DRAWINGS FOR

LOCATION AND TYPE.

15. GENERAL CONTRACTOR TO SUBMIT CEILING COORDINATION PLANS SHOWING LOCATION OF ALL MECHANICAL, ELECTRICAL, COMMUNICATION, FIRE DETECTING AND SUPPRESSION AND ANY OTHER DEVICES SCHEDULED TO BE

CEILING INSTALLED, TO ARCHITECT FOR APPROVAL BEFORE INSTALLATION.

ARCHITECTURAL NOTES

1. THESE DRAWINGS ARE ONLY TO ASSIST IN SHOWING THE SCOPE OF DEMOLITION WORK AND ARE NOT INTENDED TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS AS REQUIRED TO PROPERLY COMPLETE ALL THE WORK

INDICATED IN THE CONTRACT DOCUMENTS.

2. NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK- THRU OF THE PROJECT PRIOR TO SUBMITTING A BID IN ORDER TO IDENTIFY POSSIBLE CRITICAL ITEMS WHICH ARE NOT OR

INCORRECTLY ADDRESSED, REQUIRING CLARIFICATION.

3. FAILURE OF BIDDERS TO MAKE REQUIRED VISITATIONS AND/OR INVESTIGATIONS TO INFORM THEMSELVES FULLY OF EXISTING CONDITIONS, AND TO INCLUDE IN THEIR PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELD CONDITIONS, WILL NOT IN ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIR ORIGINAL PROPOSALS.

4. CONTRACTOR SHALL PROVIDE DURING DEMOLITION OPERATIONS ALL SAFETY MEASURES AND FEATURES AS REQUIRED BY THE

APPLICABLE CODES, RULES AND REGULATIONS HAVING JURISDICTION OVER THE PROJECT.

5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OR OTHER CONCEALED UTILITIES, AND SHALL INSPECT CEILINGS AND CHASES TO ASSURE PROPER IDENTIFICATION OF EXISTING UTILITIES PRIOR TO CUTTING, PATCHING, CAPPING, ETC., AS REQUIRED AND INDICATED ON THE CONSTRUCTION DOCUMENTS.

6. THE DEMOLITION WORK SHALL INVOLVE INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK, INCLUDING WORK ABOVE AND/OR BELOW THE FLOOR LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (FIRE SPRINKLERS, PLUMBING, MECHANICAL, ELECTRICAL, COMMUNICATIONS, ETC.). ANY SUCH WORK SHALL BE INCLUSIVE OF ALL STRUCTURES, UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS IN COMPLIANCE WITH ALL APPLICABLE BUILDING AND SAFETY CODE REQUISITES, AND TO MEET OWNER'S APPROVAL. ALL WORK AS

DESCRIBED IN THIS NOTE SHALL BE INCLUDED AS PART OFTHE BASE CONTRACT PRICE.

7. PRIOR TO COMMENCING DEMOLITION WORK IN ANY DESIGNATED AREA, CONTRACTOR SHALL VISIT THE DESIGNATED AREA AND BECOME FAMILIARIZED WITH THE CONDITIONS OF THE SPACE. CONTRACTOR SHALL REVIEW THE SCOPE OF WORK TO BE PERFORMED AND SHALL IMMEDIATELY BRING TO THE ARCHITECT'S ATTENTION ANY DISCREPANCIES OR CONDITIONS WHICH IN

THE CONTRACTOR'S OPINION MAY AFFECT THE EXECUTION OF THE WORK.

8. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FINISHES AND CONSTRUCTION NOT SCHEDULED FOR DEMOLITION.

9. CONTRACTOR SHALL VERIFY WITH THE COMPLETE SET OF CONSTRUCTION DRAWINGS ALL ITEMS TO BE REMOVED AND/OR

RELOCATED.

10. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/OR INSTALLATION OF NEW WORK AND/OR UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR TO RECEIVE NEW SCHEDULED FINISHES.

11. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PENETRATING EXISTING WALLS OR FLOOR/CEILING SLABS SO STRUCTURAL

INTEGRITY OF SUCH ELEMENTS IS NOT DEGRADED. CONTRACTOR SHALL RESTORE EXISTING SURFACES SCHEDULED TO REMAIN THAT ARE AFFECTED BY SCOPE OF WORK. CONTRACTOR SHALL SEAL TIGHT ALL NEW PENETRATIONS IN WALLS AND

FLOOR/CEILING SLABS TO PRESERVE THE REQUIRED FIRE RATING INTEGRITY.

12. ANY UTILITY LINES THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE OR SHALL BE REPAIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE.

13. EXISTING CONCRETE FLOOR SLABS AND/OR SURFACES SHALL BE PREPARED TO RECEIVE NEW SCHEDULED FINISHES BY

GRINDING, SCRAPING, FILLING, PATCHING, LEVELING, ETC. AS REQUIRED.

14. ALL FINISHES ON EXISTING WALLS SCHEDULED TO REMAIN SHALL BE REMOVED. ALL REMAINING ADHESIVES SHALL BE REMOVED AND THE WALL SURFACES SHALL BE THOROUGHLY CLEANED OF CONTAMINANTS. WALL SURFACES SCHEDULED TO RECEIVE NEW

FINISHES SHALL BE PREPARED AS REQUIRED.

15. ALL PLUMBING FIXTURES INDICATED TO BE REMOVED ARE TO HAVE THEIR PLUMBING LINES CAPPED OFF BELOW THE FLOOR

LEVEL IN A MANNER SUITABLE FOR FUTURE USE.

16. CONTRACT DOCUMENTS FOR THE DEMOLITION WORK ARE BASED ON AS-BUILT OR RECORD DRAWINGS PROVIDED BY OWNER.

ANY DISCREPANCIES BETWEEN THE WORK DEPICTED IN THE DOCUMENTS AND THE ACTUAL CONDITIONS ENCOUNTERED SHALL

BE BROUGHT PROMPTLY TO THE ARCHITECT FOR REVIEW AND CLARIFICATION.

17. THERE IS NO HAZARDOUS MATERIALS IN WORK AREA. IF CONTRACTOR ENCOUNTERS WHAT IS BELIEVED TO BE HAZARDOUS

MATERIAL, STOP WORK IN THE AREA IMMEDIATELY. NOTIFY OWNER IMMEDIATELY AND DO NOT RESUME WORK IN THE AREA

UNTIL OWNER HAS CERTIFIED THE AREA TO BE FREE OF HAZARDOUS MATERIALS. ABESTOS AND LEAD TESTINGS HAVE BEEN

PERFORMED IN OCTOBER 2018. TESTING REPORT HAS BEEN INCLUDED AS PART OF THE CONTRACT DOCUMENTS.

DEMOLITION NOTES CONSTRUCTION PLAN NOTES

1. REVIEW GENERAL NOTES BEFORE COMMENCING WORK.

2. VERIFY PARTITION AND OPENING LAYOUTS WITH ARCHITECT IN FIELD PRIOR TO PROCEEDING WITH INSTALLATION OF PARTITION

FRAMING. THE RESPONSIBILITY FOR MEETING THE DESIGN INTENT EXPRESSED IN THESE DOCUMENTS REMAINS WITH THE

CONTRACTOR.

3. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS ARE

ABSOLUTE.

4. VERIFY PARTITION THICKNESS FOR CORRECT INSTALLATION OF JUNCTION BOXES, PLUMBING FIXTURES, TOILET ACCESSORIES, ETC., AND FOR INTERNAL INCLUSIONS SUCH AS PLUMBING PIPES AND CARRIERS, AND ELECTRICAL CONDUITS.

5. TOILET PARTITIONS ARE LAID OUT IN 90 DEGREES, UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL PROVIDE APPROPRIATE INSULATION AS REQUIRED TO METALS IN CONTACT WITH DISSIMILAR METALS OR IN

CONTACT WITH CEMENT BASED MATERIALS TO AVOID GALVANIC ACTION OR CORROSION.

7. CONTRACTOR TO EVALUATE EXISTING DOOR FRAMES, DOORS AND HARDWARE AND ELECTRICAL DEVICES INDICATED TO BE REUSED

AND COORDINATE WITH OWNER, ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH INSTALLATION.

8. CONTRACTOR SHALL PROVIDE MSDS SHEETS FOR ALL MATERIALS BEFORE COMMENCING WORK. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE TO OWNER AN ASBESTOS-FREE CERTIFICATION. CONTRACTOR SHALL ABIDE BY THE OWNER'S RULES

OF THE SITE AT ALL TIMES.

9. CONTRACTOR SHALL SUBMIT TO OWNER A WRITTEN, SITE-SPECIFIC IAQ PROGRAM IN ADHERENCE WITH THE RULES OF THE SITE.

CONTRACTOR SHALL ABIDE BY THE APPROVED PROGRAM DURING WORK. CONTRACTOR SHALL PERFORM AN ASBESTOS SURVEY OF REPRESENTATIVE AREAS BEFORE COMMENCING WORK. CONTRACTOR SHALL RECYCLE DEMOLITION MATERIALS. CONTRACTOR SHALL FIRST OFFER SALVAGEABLE MATERIALS (SPECIFICALLY, LIGHT FIXTURES, DOOR HARDWARE, AND GLASS PANELS) TO OWNER

BEFORE REMOVING FROM THE SITE.

10. ALL FIELD APPLIED PAINTS AND PRIMERS USED SHALL NOT HAVE ANY OF THE CHEMICAL COMPONENTS PROHIBITED BY GREEN SEAL

(GS) STANDARD GS-11.

11. CONTRACTOR TO CONCEAL ROUGH MATERIALS (BLOCKING, SCREWS, LIGHT BULBS IN COVES, ETC) SO THAT IT IS NOT VISIBLE OR

MIRROR REFLECTIONS.

12. ALIGN ALL DEVICES, OUTLETS, FIXTURES, ETC. ON THE TILE AND ARE COORDINATED WITH GROUT LINES. CONTRACTOR TO LAY-OUT

TILE PRIOR TO INSTALLATION FOR APPROVAL BY ARCHITECT & OWNER.

13. NO EXPOSED SCREWS.

14. NO LOGOS ON FIXTURES, DEVICES, AND EQUIPMENT.

15. REMOVE STICKER/PEELER LOGOS OR OTHER MANUFACTURER'S INSIGNIA VENDOR OR OTHER SOURCE(S) FROM WHICH THE

PRODUCT WAS OBTAINED. THE INSTALLATION OF ANY ARTICLE, WHICH BEARS VISIBLE EVIDENCE THAT AN INSIGNIA, NAME OR LABEL, HAS BEEN REMOVED IS PROHIBITED. REQUIRED LABELS FOR UNDERWRITERS LABORATORIES, ETL, FM, OR ANY OTHER REQUIRED TESTING LABORATORY SHALL NOT BE REMOVED NOR SHALL IDENTIFICATIONS SPECIFICALLY REQUIRED UNDER THE VARIOUS TECHNICAL SECTIONS OF THE SPECIFICATIONS BE REMOVED. LABELS OR LOGO'S REQUIRED BY THE AUTHORITIES HAVING

JURISDICTION SHALL NOT BE REMOVED.

16. TYPICAL GROUT TILE JOINTS TO BE 1/8".

17. GROUNDING PENETRATING RADAR (GPR) AND X-RAY REPORTS ARE TO BE REVIEWED BY BASE BUILDING STRUCTURAL ENGINEER OF

RECORD, ICCE, AND WRITTEN APPROVAL IS TO BE CONVEYED TO OWNER PRIOR TO ANY PENETRATIONS BEING MADE. FIELD VISITATIONS MAY BE REQUIRED BY STRUCTURAL ENGINEER, DEPENDING ON TYPES AND LOCATIONS OR PENETRATIONS.

ADDITIONALLY, DEPENDING ON SCALE OF GPR AND X-RAY WORK, OCCUPANCY OF BUILDING MAY BE RESTRICTED AS WORK IS BEING PERFORMED. CONTRACTOR SHALL PROVIDE OWNER WITH AT LEAST ONE WEEK NOTICE PRIOR TO PERFORMING X-RAY WORK AND SHALL COORDINATE ALL "AFTER HOURS" WORK WITH OWNER. CHIPPING AND CHANNELING IS NOT PERMITTED.

18. PROVIDE CONTINUOUS WATERPROOFING MEMBRANE TO FULL EXTENSION OF TILE FLOORS AND TO ALL SURROUNDING WALLS UP TO

12" HIGH.

1. REVIEW GENERAL NOTES BEFORE COMMENCING WORK.

2. REVIEW FINISH SCHEDULE BEFORE COMMENCING WORK.

3. CONTRACTOR SHALL PROPERLY PREPARE SURFACES PER FINISH MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLICATION OF

FINISH.

4. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. STARTING WORK SHALL INDICATE APPLICATOR'S ACCEPTANCE OF

SUBSTRATE.

5. PREPARE FLOOR AREAS AS REQUIRED TO RECEIVE FLOOR FINISHES, INCLUDING FLASH PATCHING REQUIRED TO LEVEL AND SMOOTH FLOOR TO 1/4” IN 20' - 0” NON-CUMULATIVE. CONCRETE FLOORS SHALL BE FREE FROM SCALING AND IRREGULARITIES AND

SHALL EXHIBIT NEUTRALITY RELATIVE TO ACIDITY AND ALKALINITY.

6. FLOOR FINISH TRANSITION TO OCCUR AT CENTERLINE OF DOOR OR CASED OPENING, U.O.N.

FINISH PLAN NOTES

REFLECTED CEILING PLAN NOTES

1. REVIEW GENERAL NOTES BEFORE COMMENCING WORK.

2. UNLESS NOTED OTHERWISE, ARCHITECTURAL MILLWORK SHALL CONFORM TO AWI CUSTOM GRADE AS ESTABLISHED BY THE

ARCHITECTURAL WOODWORK INSTITUTE (AWI) “QUALITY STANDARD”. FINISHED MILLWORK SHALL CONFORM TO AWI CUSTOM

GRADE.

3. PREPARE SHOP DRAWINGS SHOWING LOCATIONS OF EACH ITEM WITH DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE SECTIONS AND DETAILS SHOWING ATTACHMENT OF COMPONENTS WITH SPECIFICATIONS. INDICATE SEAMING OF FINISH

MATERIALS. SUBMIT TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING FABRICATION.

4. MILLWORK SHALL BE FABRICATED FROM FIELD MEASUREMENTS WITH PROVISIONS FOR SCRIBING AS REQUIRED TO MEET BUILT-IN

CONDITIONS.

5. ASSEMBLE UNITS IN THE SHOP UTILIZING LARGEST COMPONENTS AS PRACTICAL TO MINIMIZE FIELD CUTTING AND JOINING.

6. DO NOT DELIVER FINISH CARPENTRY UNTIL PAINTING, WET WORK AND SIMILAR OPERATIONS WHICH COULD DAMAGE FINISHED

WORK HAVE BEEN COMPLETED AND HVAC SYSTEMS HAVE BEEN PROPERLY OPERATING FOR 10 DAYS.

7. INSTALL FINISH CARPENTRY PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISRUPTIONS.

8. REFER TO FINISH PLANS AND ELEVATIONS TO COORDINATE MILLWORK WITH SCHEDULED FINISHES.

9. REFER TO CONSTRUCTION PLANS TO COORDINATE MILLWORK WITH PARTITIONS, ENLARGED PLANS, ELEVATIONS AND NOTES.

10. COUNTERS SHALL BE 2' - 1” DEEP, UNLESS OTHERWISE NOTED.

11. JOINTS BETWEEN MILLWORK AND PARITITION TO BE UNIFORM WIDTH NOT TO EXCEED 1/8”, UNLESS OTHERWISE NOTED.

12. PROTECT INSTALLED CABINET WORK AND PANELS IMMEDIATELY AFTER INSTALLATION AGAINST SOILING AND DAMAGE. REMOVE

PROTECTION JUST PRIOR TO TENANT ACCEPTANCE TO MOVE-IN.

13. REFER TO FINISH PLANS AND ELEVATIONS TO COORDINATE MILLWORK WITH SCHEDULED FINISHES.

14. REFER TO CONSTRUCTION PLANS TO COORDINATE MILLWORK WITH PARTITIONS, ENLARGED PLANS, ELEVATIONS AND NOTES.

MILLWORK NOTES

1. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND

SEALANT.

2. ALL JOINTS OF GYPSUM BOARD PANELS SHALL BE STAGGERED, TAPED AND SEALED.

3. PROVIDE A MINIMUM OF TWO-STUD SEPARATION BETWEEN OUTLET BOXES AND OTHER PENETRATIONS OCCURRING AT

OPPOSITE SIDES OF WALLS.

4. PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE REQUIRED BY INSTALLATION OF MILLWORK AND/OR WALL

HUNG EQUIPMENT.

5. PROVIDE FIRE RATED BLOCKING, BACKING OR REINFORCEMENT AS REQUIRED FOR INSTALLATION OF TOILET

ACCESSORIES, TOILET PARTITIONS, DOOR STOPS, DOOR BUMPERS, WALL RAILS, GRAB BARS, ETC.

6. SEE ELEVATIONS, DETAILS, ETC. FOR ADDITIONAL INFORMATION REGARDING INTERIOR WALLS AND PARTITIONS.

7. PROVIDE CEMENTITIOUS BACKER BOARD AT ALL WALLS IN WET AREAS SCHEDULED TO RECEIVE STONE TILE AND AT ALL

OTHER CERAMIC OR STONE TILE INSTALLATIONS.

8. WALLS AND STUD PARTITIONS SHALL BE FIRE RETARDANT TREATED AT FLOORS AND CEILINGS, AT CONCEALED SPACES

OF STUD PARTITIONS, AND AT FURRED SPACES AT CEILINGS AND FLOOR LEVELS, WITH THE EXCEPTION OF SUSPENDED

CEILING SYSTEMS.

9. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

10. ACCESS PANEL AT WALLS, ALIGN W/ TILE JOINTS. COORDINATE LOCATION WITH ARCHITECT AND OWNER PRIOR TO

LOCATING IN FIELD.

PARTITION NOTES

60% DESIGN DEVELOPMENT 07/25/2018

BID DOCUMENTS 12/14/2018

PROJECT DESCRIPTION

RENOVATION OF TOILET ROOMS AND CORRIDORS IN EXISTING ONE STORY BUILDING. PROJECT IS CLASSIFIED AS A LEVEL 2 ALTERATION

PER THE 2012 VIRGINIA REHABILITATION CODE.

AUTHORITY HAVING JURISDICTION

CULPEPER COUNTY, VA - BUILDING DEPARTMENT

PRIMARY APPLICABLE CODES AND REGULATIONS

2012 VIRGINIA CONSTRUCTION CODE

2009 VIRGINIA ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2012 VIRGINIA ENERGY CONSERVATION CODE

2012 VIRGINIA MECHANICAL CODE

2012 VIRGINIA PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE

2012 VIRGINIA REHABILITATION CODE

2012 VIRGINIA FIRE PREVENTION CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

2009 ICC ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

CODE ANALYSIS

USE GROUP (2012 VA CONSTRUCTION CODE, CHAPTER 3)

CONSTRUCTION TYPE (2012 VA CONSTRUCTION CODE TABLE 503)

NUMBER OF STORIES ABOVE GRADE

HIGH RISE (Y/N)

COVERED MALL (Y/N)

FULLY SPRINKLERED (Y/N)

FULLY MONITORED (Y/N)

GROSS SQUARE FEET OF BUILDING

FLOOR AREA OF RENOVATION

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) 2012 VA CONSTRUCTION CODE TABLE 601)

STRUCTURAL FRAME

STRUCTURAL FRAME WHERE SUPPORTING A ROOF ONLY

BEARING WALLS

INTERIOR BEARING WALLS WHERE SUPPORTING A ROOF ONLY

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS

SHAFT AND ELEVATOR HOISTWAYS (UNDER 4 STORIES)

CONNECTING 4 STORIES OR MORE

VERTICAL EXIT ENCLOSURES (2012 VA CONSTRUCTION CODE, SECTION 1022.2)

HORIZONTAL EXIT ENCLOSURES (2012 VA CONSTRUCTION CODE, SECTION 707.3.10)

EXIT ACCESS CORRIDORS (GREATER THAN 30 OCCUPANTS; 2012 VA CONSTRUCTION CODE, TABLE 1018.1)

*EXCEPTION PER:

a. 2012 VA REHABILITATION CODE, SECTION 805.2, EXCEPTION 2 - MEANS OF EGRESS CONFORMING TO THE

REQUIREMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE

CONSIDERED COMPLIANT MEANS OF EGRESS.

2012 VA REHABILITATION CODE, SECTION 805.2, EXCEPTION 1 - REFERS TO NFPA 101. 2012 NFPA 101, SECTION 7.1.3.1 EXIT ACCESS CORRIDORS - CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

(1) THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY

CLASSIFICATION DOES NOT CHANGE.

OPENING PROTECTIVE RATINGS (HOURS) (2012 VA CONSTRUCTION CODE TABLE 716.5)

NO FIRE RATED ASSEMBLIES REQUIRED.

PROVIDED

NO CHANGE

NO CHANGE

NO CHANGE

N/A

NO CHANGE

NO CHANGE

N/A N/A N/A

NO CHANGE

N/A*

REQUIRED

N/A

N/A N/A N/A

INTERIOR WALL AND CEILING FINISH FLAMESPREAD REQUIREMENTS (2012 VA CONSTRUCTION CODE, TABLE 803.9)

INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS

ROOMS AND ENCLOSED SPACES

(SEE 2012 VA CONSTRUCTION CODE, TABLE 803.9 NOTES FOR ADDITIONAL REQUIREMENTS)

GROUP B

B B C

FIRE SUPPRESSION AND FIRE ALARM SYSTEMS

THE EXISTING BUILDING DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM.

PORTABLE FIRE EXTINGUISHERS HAVE BEEN PROVIDED WITH SCOPE OF WORK AREA AND LOCATED BASED ON THE FOLLOWING: ONE PER EVERY 3,000SF OR FRACTION (MIN) MAXIMUM WALKING DISTANCE TO A FIRE EXTINGUISHER NOT TO

EXCEED 75', IN COMPLIANCE WITH NFPA 10.

PORTABLE FIRE EXTINGUISHERS: (1) DRY CHEM (ABC) 10 LBS.

MEANS OF EGRESS

EXIT REQUIREMENTS (FEET) (FULLY SPRINKLERED BUILDING)

COMMON PATH OF TRAVEL (2012 VA CONSTRUCTION CODE, TABLE 1014.3)

DEAD END CORRIDOR (2012 VA CONSTRUCTION CODE, SECTION 1018.4)

EXIT ACCESS TRAVEL DISTANCE (2012 VA CONSTRUCTION CODE, TABLE 1016.2)

SEE LIFE SAFETY PLAN FOR MAXIMUM TRAVEL DISTANCES. NO DEAD END CORRIDORS.

MAXIMUM

GROUP B

75'-0" 20'-0" 200'-0"

EXIT REMOTENESS (2012 VA CONSTRUCTION CODE, SECTION 1015.2.1) > 1/2 DIAGONAL

EGRESS CAPACITY

STAIRWAYS (2012 VA CONSTRUCTION CODE, SECTION 1005.3.1)

OTHER EGRESS COMPONENTS (2012 VA CONSTRUCTION CODE, SECTION 1005.3.2)

SEE EGRESS/OCCUPANCY DIAGRAMS FOR NUMBER OF EXITS (2012 VA CONSTRUCTION CODE, SECTION 1018) AREA OF REFUGE - NOT REQUIRED DUE TO SPACE IS LOCATED ON GROUND LEVEL (2012 VA CONSTRUCTION CODE, SECTION 1007.6)

0.3 INCH

0.2 INCH

EXISTING

BUILDING

B

VB

N N N N

3,347

PROPOSED

ALTERATION

NO CHANGE

NO CHANGE

NO CHANGE

N N N Y

NO CHANGE

NOTE

1. FOR QUANTITY, LOCATION AND TYPE OF EMERGENCY LIGHT FIXTURES, STROBES, SPEAKERS AND PULL STATIONS

SEE ELECTRICAL DRAWINGS.

BUILDING INFORMATION AND CODE COMPLIANCE

GROUP S-1

C C C

MAXIMUM

GROUP S-1

75'-0" 20'-0" 200'-0"

MINIMUM PLUMBING FIXTURE REQUIREMENTS (2012 VA CONSTRUCTION CODE, TABLE 2209.1)

OCCUPANY LOAD = 21 PERSONS (BUSINESS); 6 PERSONS (S-1)

WATER CLOSETS

LAVATORIES

DRINKING FOUNTAINS

REQUIRED

B

0.525 1.42 0.21

REQUIRED

S-1 0.06 0.06 0.006

TOTAL

REQUIRED

0.585 1.48 0.216

TOTAL

PROVIDED

0 EXIT A

AREA NAME

150 SF 00

00 OCC.

EGRESS PATH WITH NAME, SEGMENT

LENGTH, AND DIRECTION INDICATED

EXIT INDICATOR WITH NAME OF EXIT AND

TOTAL OCCUPANTS EXITING INDICATED

ROOM (NET) AND AREA (GROSS) TAGS

INDICATING SQUARE FOOTAGE / OCCUPANCY

LOAD FACTOR, AND RESULTING OCCUPANCY

BELOW

PATH A

AREA NOT IN SCOPE

FIRE EXTINGUSHER / FIRE

EXTINGUSHER CABINET

FE / FEC

CODE ANAYLSIS LEGEND

MAINTENANCE

CORRIDOR

CLOSET

OFFICE

MECHANICAL

MENS

WOMENS

STORAGE

RECEPTION

VESTIBULE

OFFICE

LAN

CLOSET

104A

/256 SF

BUSINESS

3 OCC.

/377 SF

BUSINESS

4 OCC.

/30 SF

BUSINESS

1 OCC.

/165 SF

BUSINESS

2 OCC.

OFFICE

/10 SF

BUSINESS

1 OCC.

/139 SF

BUSINESS

2 OCC.

/88 SF

BUSINESS

1 OCC.

/106 SF

S-1

1 OCC.

/1,323 SF

S-1

5 OCC.

CORRIDOR

/101 SF

BUSINESS

1 OCC.

/120 SF

BUSINESS

2 OCC.

/85 SF

BUSINESS

1 OCC.

/97 SF

BUSINESS

1 OCC.

/26 SF

BUSINESS

1 OCC.

/21 SF

BUSINESS

1 OCC.

51'-11" EXIT TRAVEL DISTANCE

E X

IT

A

51'-11" COMMON PATH OF TRAVEL

FE

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING GI102

BID DOCUMENTS

BID DOCUMENTS

TJD MA

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05

CULPEPER, VIRGINIA

OMCI

(202) 607-7575

MILLER-REMICK LLC

(856) 429-4000

LEO A DALY

(202) 861-4600

12/14/18

LIFE SAFETY PLAN

2'

SCALE : 1/4" = 1'-0"

0 4' 8'

SCALE: 1/4" = 1'-0"F1 LIFE SAFETY PLAN

30% SCHEMATIC DESIGN 06/12/2018

MIN CLEAR

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

VERIFY SIZE WITH

PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

5"

LINES OF REQUIRED

CLEARANCE

NOTE: IN ALL RESTROOMS, PROVIDE AT LEAST ONE ACCESSIBLE MIRROR.

MAX

1'-0"

ICC/ANSI A117.1

3'-6" MIN (DESIGN W/ 48")

T O

S E

A T

1' -5

M

IN

'-7

M

A X

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

ICC/ANSI A 117.1

7" MIN - 9" MAX

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL @ WOMEN

OR UNISEX,

SUGGESTED LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

3'-6"

TO 1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL @ WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

2'-0" MIN 1'-0" MIN

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

TOILET PAPER

DISPENSER

11" MIN - 1'-5" MAX

FOR CHILDREN'S USE

4'-6"

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

1'-2" MIN - 1'-7" MAX

FOR CHILDREN'S USE

1'-0" MIN - 1'-6" MAX

FOR CHILDREN'S USE

VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

3'-0"

ACCESSIBLE

3' -6

EQ EQ EQ EQ

URINAL SCREEN2'-6" MIN CLEAR

1' -5

M

A X

ELONGATED RIM

MIN

1'-1 1/2"

3' -8

M

A X

1' -5

M

A X

FRONT VIEW SIDE VIEW

NOTE: IN ANY RESTROOM WITH A URINAL, PROVIDE AT LEAST ONE ACCESSIBLE URINAL.

TYP ACCESSIBLE STALL

5'-0" 1"

TYP STALL

3'-0"

32" CLEAR DOOR OPENING

AT ACCESSIBLE STALL

PARTITION MOUNTED ACCESSORIES, SEE PLANS

T Y

P

C E

IL

IN

G

B E

LO

W

3' -6

4'

-1 1"

5'-0"

1'-6" MAX

1'-4" MIN

TOILET PAPER DISPENCER

WATER CLOSET

SANITARY NAPKIN DISPOSAL

@ WOMEN'S OR UNISEX,

SUGGESTED LOCATION

4" MAX

2'-10" AT VA

2'-8" MIN

1' -0

3'

-6

3'-0" 6"

3'-6" GRAB BAR

3'-0" GRAB BAR

4" M

A X

2' -1

0" A

T V

A

2' -8

M

IN

ALTERNATE

DOOR LOCATION

IN

F

R O

M T

O F

A

LL

W A

T E

R C

LO

S

E T

S

7" M

IN

T

O

M

A X

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

GREATER THAN 24" DEEP

2'-6" MIN 3'-0" IF ALCOVE

URINAL

CLEAR FLOOR SPACE

4' -0

M

IN

2'-6" MIN

5'-0"

4' -1

1" F

LO

O

R M

O U

T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR

FLOOR

SPACE

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET

CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK CLEARANCE AT URINAL

4'-6"

2' -1

0"

VA - RELATIONSHIP OF FIXTURES AND CLEARANCES

1' -6

1'

-6

2'-2"

6'-0"

3' -0

5'

-6

2' -1

0"

UP-SWINGING

GRAB BAR

CLEAR FLOOR

SPACES

WATER

CLOSET

SINK

4' -0

M

IN

2'-6" MIN

GRAB BAR

T O

S P

O U

T

3' -0

M

A X

CLR FLOOR SPACE

2'-6" MIN

O F

L E

A D

IN

G

E D

G E

2' -3

T

O B

O T

T O

M

CLR TO SPOUT

2'-0" MIN

WIDTH OF ALCOVE

4'-0" MIN

FACE OF ADJACENT WALL

ADA

COMPLIANT

EWC

STANDARD

EWC

APRON

2' -1

0"

3' -7

M

A X

3' -2

M

IN

9" M

IN

6" MAX 8" MIN

9"

M

IN

O F

L E

A D

I N G

E D

G E

2' -3

T

O B

O T

T O

M

1'-3" MIN5" MAX

DEPTH OF ALCOVE

2'-0" MAX

3' -0

M

A X

T O

S P

O U

T

EDGE OF WALL

BEYOND

FRONT VIEW SIDE VIEW

GENERAL SHEET NOTES

1. ACCESSIBILITY DETAILS SHOWN SHALL BE USED WHERE ACCESSIBLE WORK IS

IDENTIFIED IN THESE DOCUMENTS. CONTRACTOR SHALL THOROUGHLY REVIEW

THESE DOCUMENTS. SHOULD ANY CONFLICTS IN THESE DOCUMENTS ARISE, THE

CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING PRIOR TO

PURCHASE, INSTALLATION, AND CONSTRUCTION OF ANY ELEMENT OF THE WORK.

2. APPLICABLE ACCESSIBILITY STANDARDS AND CODES ARE SHOWN IN THE CODE

INFORMATION SHEET.

3. WHERE MORE THAN ONE CODE AND/ OR STANDARD IS INDICATED AS BEING

APPLICABLE, THE MOST STRINGENT CASE SHALL BE ADHERED TO.

4. STANDARDS AND CODES ON THIS SHEET ARE APPLICABLE TO ADA, ICC/ANSI A117.1

AND INTERNATIONAL PLUMBIING CODE 2012 AS ADOPTED BY THE VUSBC, UNLESS

OTHERWISE NOTED.

5. WHEN ICC/ANSI A117.1 IS INDICATED AS APPLICABLE, THE NOTE "ICC/ANSI A117.1

"GOVERNS" APPLIES.

6. TOE CLEARANCE AT THE FRONT OF THE PARTITIONS IS NOT REQUIRED IN A

COMPARTMENT GREATER THAN 5'-2" DEEP WITH A WALL-HUNG WATER CLOSET OR

5'-5" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS

NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-6" WIDE (ICC/ANSI A117.1). TOE

CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS. IF DEPTH OF STALL IS

GREATER THAN 5'-0" TOE CLEARANCE DOES NOT APPLY - ADA/ANSI A117.1 GOVERNS).

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

3' -4

M

A X4'

-6

4' -0

GARMENT HOOK SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

D

IS

P E

N S

E R

S

LO

T

3' -4

TOILET SEAT

COVER DISPENSER

U F

C G

U

ID

E

LI

N E

2' -1

0"

DIAPER CHANGING

STATION

U F

C G

U

ID

E

LI

N E

2' -0

4' -0

M

A X

3' -4

M

IN

2' -1

1" M

A X

A F

F

3' -4

A

B O

V E

S

IN

K T

O T

H E

B

O T

T O

M O

F R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

T O

'-0

M

A X

1' -3

M

INVARIES FROM 3'-4"

HEIGHT FOR MAX 6"

DEPTH, TO4'-0" HEIGHT

FOR MAX 1/2" DEPTH

M

IN

18" MIN

FRONT APPROACH

PULL SIDE

M

IN

18" MIN

FRONT APPROACH

PUSH SIDE

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

M

IN

FRONT APPROACH

PUSH SIDE

ø 5'-0" MIN.

12" MIN

36" MIN

12" MIN

60" MIN

M

IN

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING GI121

BID DOCUMENTS

BID DOCUMENTS

TGD MA

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05

CULPEPER, VIRGINIA

OMCI

(202) 607-7575

MILLER-REMICK LLC

(856) 429-4000

LEO A DALY

(202) 861-4600

12/14/18

ADA STANDARDS & INTERIOR

MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"

ACCESSIBLE LAVATORY CLEARANCE

SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET CLEARANCE

SCALE: 1/2" = 1'-0"

ACCESSIBLE URINAL CLEARANCES

SCALE: 1/2" = 1'-0"

ACCESSIBLE/ TYP STALLS

SCALE: 1/4" = 1'-0"

WALL MOUNTED WATER CLOSET

SCALE: 1/4" = 1'-0"

CLEAR FLOOR SPACES

SCALE: 1/2" = 1'-0"

ELECTRIC WATER COOLER (EWC)

SCALE: 1/2" = 1'-0"

TOILET FIXTURE AND ACCESSORIES

SCALE: 1/4" = 1'-0"

ADA DOOR MANEUVERING CLEARANCES

SCALE: 1/4" = 1'-0"

ADA WHEELCHAIR CLEARANCE

1'

SCALE : 1/2" = 1'-0"

0 2' 4'

CORRIDOR

CORRIDOR

CLOSET

OFFICE

D001

D003

MENS

D005

D005 D004

D002

D001

D002

WOMENS

D005

D005

D004

D006

D006

D001 D001

D007

D007 D008

D009

D011

D011D010

VESTIBULE

RECEPTION

D013

D013

D012

CORRIDOR

CLOSET

CORRIDOR

OFFICE

MENS

WOMENS

MECHANICAL

STORAGE

A004

A007

A007

A005

A005

A009

A013

A013

A016

A017

A017

A017

AS200

F1

F2

E1

AS200E2

AS200

C1

AS200B2

C2

B1

A014

5'

A

LI

G N

5' - 6 1/2"

2' - 10 1/2" 5' - 6"

5'

/8

VIF

3' - 2 1/2"

VIF

3' - 1 3/8"

RECEPTION

VESTIBULE

A012

A012

A020

A022

2'

3' - 10"

A023

A024

A024

L-2 L-2

L-2

L-2L-2

L-3

L-3

L-4

L-1

L-1

L-1 L-1 L-1

MECHANICAL

MENS

WOMENS

STORAGE

CORRIDOR

CORRIDOR

CLOSET

OFFICE

C020

C022

C022

C024

C021 C021

VESTIBULE

E Q

E

Q EQ EQ

EQ EQ

EQ EQ

RECEPTION

C023

1'

"7"

CORRIDOR

CLOSET

CORRIDOR

OFFICE

MENS

WOMENS

MECHANICAL

STORAGE

PT-1/CT-1,2W

CT-1AB

CT-1F

PT-1/CT-1,2W

CT-1AB

CT-1F

PT-1W

CT-3AB

CT-3F

VESTIBULE

PT-1W

CT-3AB

CT-3F

PT-1W

CT-3AB

CT-3F

PT-1W

CT-3AB

CT-3F

CT-1, 2

CT-1, 2

RECEPTION

A021

EXISTINGW

EXISTINGB

CT-3F

A021

A021

2' x 2' RECESSED LED LIGHT FIXTURE

1' x 2' RECESSED LED LIGHT FIXTURE

LED RECESSED DOWNLIGHT

EXISTING DOOR TO REMAIN (WITH

DOOR NUMBER); PREPARE TO RECEIVE

NEW HARDWARE AND PAINT

NEW CASED OPENING

EXISTING WALL/PARTITION TO REMAIN

L-2

L-1

L-4

EXISTNG ACT SUSPENSION GRID TO

REMAIN. REPLACE CEILING TILES

L-3

WALL MOUNTED LED VANITY LIGHT FIXTURE

FLOOR TILE: CT-1

X-XW

X-XB

X-XF

WALL FINISH; SEE FINISH SCHEDULE

WALL BASE FINISH; SEE FINISH SCHEDULE

FLOOR FINISH; SEE FINISH SCHEDULE

A

EXISTING BI-FOLD DOOR TO REMAIN;

PREPARE TO RECEIVE NEW PAINT

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING AS100

BID DOCUMENTS

BID DOCUMENTS

TJD ASD

CULPEPER NATIONAL

CEMETERY - PUBLIC RESTROOM

IMPROVEMENTS

839-NRM18-05

CULPEPER, VIRGINIA

OMCI

(202) 607-7575

MILLER-REMICK LLC

(856) 429-4000

LEO A DALY

(202) 861-4600

12/14/18

PLANS

2'

SCALE : 1/4" = 1'-0"

0 4' 8'

SCALE: 1/4" = 1'-0"F1 DEMOLITION PLAN

SCALE: 1/4" = 1'-0"F2 CONSTRUCTION PLAN

GENERAL NOTES

1. REFER TO SHEET G100 FOR SYMBOLS AND ABBREVIATION

2. ALL SLAB PENETRATIONS REQUIRE FIELD VERIFICATION AND X-RAY PRIOR TO DRILLING.

3. PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP, SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-

RATED GYPSUM BOARD PARTITIONS SCHEDULED TO RECEIVE SOUND ATTENUATION BLANKETS.

4. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND SEALANT.

5. ALL JOINTS OF GYPSUM BOARD PANELS SHALL BE STAGGERED, TAPED AND SEALED.

6. PROVIDE A MINIMUM OF TWO-STUD SEPARATION BETWEEN OUTLET BOXES AND OTHER PENETRATIONS OCCURRING AT OPPOSITE

SIDES OF WALLS.

7. PROVIDE NECESSARY CONCEALED FIRE RATED WOOD BLOCKING/SHEET BLOCKING WITHIN PARTITION FRAMING FOR INSTALLATION

OF TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS AS REQUIRED, WHETHER OR NOT SPECIFICALLY CALLED FOR ON DRAWINGS. EXACT LOCATION TO BE COORDINATED WITH SCHEDULED ACCESSORY, FIXTURES, ETC. PROVIDE FIRE RATED BLOCKING, BACKING OR REINFORCEMENT AS REQUIRED FOR INSTALLATION OF TOILET ACCESSORIES, TOILET PARTITIONS, DOOR STOPS, DOOR

BUMPERS, WALL RAILS, GRAB BARS, ETC.

8. SEE PARTITION TYPES, ELEVATIONS, DETAILS, ETC. FOR ADDITIONAL INFORMATION REGARDING INTERIOR WALLS AND PARTITIONS.

9. PROVIDE 5/8" GLASS-MAT WATER RESISTANT BACKING BOARD AT ALL WALLS IN WET AREAS SCHEDULED TO RECEIVE STONE TILE

AND AT ALL OTHER CERAMIC OR STONE TILE INSTALLATIONS.

10. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER REQUIREMENTS

FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

11. ACCESS PANEL AT WALLS, ALIGN W/ TILE JOINTS. COORDINATE LOCATION WITH ARCHITECT AND OWNER PRIOR TO LOCATING IN

FIELD.

12. ALL WOOD/BLOCKING IN WALL CONSTRUCTION TO BE FIRE RETARDANT-TREATED IN ACCORDANCE WITH IBC CODE.

13. ALL INTERIOR WOOD TO BE FRT U.O.N.; ALL EXTERIOR WOOD TO BE PT U.O.N.; ALL INTERIOR WOOD IN WET AREAS TO BE EXTERIOR

GRADE FRT U.O.N.

14. ARCHITECT TO SELECT ALL COLORS & FINISHES FOR ALL MATERIALS & PRODUCTS FROM MANUFACTURER'S COMPLETE RANGE UNO.

15. SEALANT (S-9) REQUIRED AT ALL VANITY COUNTERTOPS ADJACENT TO BACKSPLASH AND GAPS BETWEEN GWB WALL AND

BACKSPLASH, WALL TO PLUMBING FIXTURES AND PIPE PENTRATIONS.

KEYNOTES

D001 REMOVE EXISTING FLOOR TILE AND WALL BASE.

D002 REMOVE EXISTING FLOOR AND WALL TILE, TOILET PARTITIONS, VANITY, SINK, MIRROR, SURFACE MOUNTED VANITY LIGHT FIXTURE, AND

WALLCOVERING.

D003 SALAVAGE PAPER TOWEL DISPENSER/TRASH RECEPTACLE FOR REUSE.

D004 SALAVAGE GRAB BARS FOR REUSE, TYP.

D005 REMOVE EXISTING TOILET OR URNIAL.

D006 REMOVE WALL MOUNTED TOILET ACCESSORIES.

D007 SALVAGE TOILET SEAT DISPENSER.

D008 EXISTING PAPER TOWEL DISPENSER/TRASH RECEPTACLE TO REMAIN.

D009 REMOVE EXISTING HVAC SUPPY REGISTER.

D010 DEMO DOOR AND FRAME.

D011 SALVAGE EXISTING SIGNAGE LOCATED ON DOOR FOR REUSE.

D012 REMOVE EXISTING FLOORING.

D013 SALVAGE EXISTING THRESHOLD FOR REUSE.

A004 NEW DRINKING FOUNTAIN; BASIS-OF-DESIGN: ELKAY, MODEL LZS8WSLK.

A005 REINSTALL SALVAGED TOILET SEAT DISPENSER.

A007 FLOOR MOUNTED TOILET PARTITION (SEE TA-9 IN TOILET ROOM ACCESSORIES SCHEDULE ON SHEET AS200 FOR SPECIFICATIONS).

A009 NEW TOILET PAPER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET SEAT DISPENSER.

A012 DOOR ACTUATOR; SEE ELEVATION FOR LOCATION.

A013 EXISTING DOOR. UNDERCUT DOOR TO 1/2" GAP. REPLACE EXISTING CLOSER WITH OVERHEAD DOOR OPERATOR (LCN, 9130, METAL COVER IN ALUMINUM); EXISTING HARDWARE TO REMAIN. PROVIDE AND INSTALL MARBLE ADA-COMPLIANT THRESHOLD.

A014 EXISTING DOOR. REPLACE EXISTING CLOSER WITH OVERHEAD DOOR OPERATOR (LCN, 9150, METAL COVER IN ALUMINUM). MOUNT

ACTUATOR 44" AFF. REMAINING HARDWARE TO REMAIN. EXISTING THRESHOLD TO REMAIN.

A016 48" HIGH DOOR OPERATOR ACTUATOR BOLLARD POST (LCN, 8310-866 WITH 8310-866CAP). SAW-CUT EXISTING CONCRETE PAD FOR ELECTRICAL CONDUIT; CONFIRM PATH WITH OWNER PRIOR TO INSTALLATION. PATCH CONCRETE AFTER CONDUIT INSTALLATION.

A017 REINSTALL SALVAGED SIGNAGE W/ DOUBLE SIDED FOAM TAPE; SEE ELEVATION B3/AS200 FOR MOUNTING LOCATION.

A020 INSTALL NEW WELDED HOLLOW METAL CASE OPENING WITH 2" PROFILE TO BE PAINTED PT-1 IN SEMI-GLOSS

A021 GRANITE THRESHOLD; ATHENS GRAY HONED BY MOSAIC TILE COMPANY, SEE DETAIL C3/AS200 FOR PROFILE.

A022 PREPARE EXISTING SUBSTRATE FOR NEW FLOORING.

A023 WALL MOUNTED (BRACKET) PORTABLE FIRE EXTINGUISHER PER NFPA 10 (CLASS 2-A).

A024 DOOR ACTUATOR; SEE B3/AS200 FOR MOUNTING LOCATION.

SCALE: 1/4" = 1'-0"C1 REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"C2 FINISH PLAN

SYMBOLS LEGEND

C020 EXISTING CEILING TILE AND GRID TO REMAIN.

C021 EXISTING CEILING AND LIGHTING TO REMAIN.

C022 EXISTING CEILING GRID TO REMAIN. REPLACE CEILING TILES TO MATCH CORRIDOR 105.

C023 EXISTING CEILING TO REMAIN. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK.

C024 NEW CEILING TILE AND GRID TO MATCH CORRIDOR 105.

30% SCHEMATIC DESIGN 06/12/2018

SCHEDULED LIGHT FIXTURE; SEE

ELECTRICAL DRAWINGS

MIRROR (TA-3)

FAUCET AND SINK; SEE PLUMBING DRAWINGS

REMOVALBE PLASTIC LAMINATE (PL-1) APRON

PAINTED PARTITION

WALL BASE (CT-1A)

WALL TILE (CT-1)

SALVAGED GRAB BARS (TA-4), TYP

WALL MOUNTED TOILET

FLOOR MOUNTED TOILET PARTITION (TA-9)

URINAL

WALL TILE (CT-2)

NOTE: REFER TO GI107 FOR LOCATION AND

MOUNTING HEIGHTS OF TOILET ACCESSORIES.

VERTICAL GRAB BARS (TA-4)

TOILET SEAT COVER

DISPENSER (TA-5)

6"

F U

LL

T

IL

E

S

7'

2'

0" 3'

3'

SS-1 COUNTERTOP WITH 4" BACKPLASHES

F3

AS200

18" VERTICAL GRAB BAR (TA-4)

EXISTING GRAB BAR, TYP

TOILET PAPER DISPENSER (TA-6)

WALL MOUNTED TOILET

WALL BASE (CT-1A)

NOTE: REFER TO GI107 FOR LOCATION AND MOUNTING HEIGHTS OF TOILET ACCESSORIES.

PAINTED PARTITION

FLOOR MOUNTED TOILET

PARTITION (TA-9)

PAPER TOWEL

DISPENSER/TRASH

RECEPTACLE (TA-1)

WALL BASE (CT-1A)

5' - 1"

DOOR ACTUATOR

4' - 0"

3'

EXISTING DOOR AND FRAME TO REMAIN

PAINTED PARTITION

WALL BASE (CT-1A)

SCHEDULED LIGHT

FIXTURE; SEE

ELECTRICAL DRAWINGS

SS-1 COUNTERTOP

WITH 4" BACK AND SIDE

SPLASHES

SINK AND FAUCET; SEE

PLUMBING DRAWINGS

REMOVABLE PLASTIC

LAMINATE (PL-1) APRON

(REFER TO GI107 FOR

REQUIRED ADA KNEE

CLEARANCE)

NOTE: REFER TO GI107 FOR ACCESSIBLE LAVATORY CLEARANCES

SCHEDULED LIGHT FIXTURE; SEE

ELECTRICAL DRAWINGS

MIRROR (TA-3)

FAUCET AND SINK; SEE

PLUMBING DRAWINGS

REMOVALBE PLASTIC

LAMINATE (PL-1) APRON

PAINTED PARTITION

WALL BASE (CT-1A)

WALL TILE (CT-1)

SALVAGED GRAB BARS (TA-4)

WALL MOUNTED TOILET

FLOOR MOUNTED TOILET

PARTITION (TA-9)

PAPER TOWEL

DISPENSER/TRASH RECEPTACLE

(TA-1)

WALL TILE (CT-2)

NOTE: REFER TO GI107 FOR LOCATION AND MOUNTING HEIGHTS OF TOILET ACCESSORIES.

3'

3'

1/2" 1/2"

7'

T Y

P

5'

T Y

P

VERTICAL GRAB BARS (TA-4)

2'

0"

SS-1 COUNTERTOP WITH 4"

BACKSPLASHES

F3

AS200

EXISTING DOOR AND FRAME TO

REMAIN

PAINTED PARTITION

WALL BASE (CT-1A)

SCHEDULED LIGHT

FIXTURE; SEE

ELECTRICAL DRAWINGS

SS-1 COUNTERTOP

WITH 4" BACK AND SIDE

SPLASHES

SINK AND FAUCET; SEE

PLUMBING DRAWINGS

PAPER TOWEL

DISPENSER/TRASH RECEPTACLE

(TA-1)

NOTE: REFER TO GI107 FOR ACCESSIBLE LAVATORY CLEARANCES

REMOVABLE PLASTIC

LAMINATE (PL-1) APRON

(REFER TO GI107 FOR

REQUIRED ADA KNEE

CLEARANCE)

18" VERTICAL GRAB BAR (TA-4)

SALVAGED GRAB BAR (TA-4), TYP

SANITARY NAPKIN DISPOSAL

(TA-7)

WALL MOUNTED TOILET

WALL BASE (CT-1A)

TOILET PAPER DISPENSER (TA-6)

PAINTED PARTITION

FLOOR MOUNTED TOILET

PARTITION (TA-9)

NOTE: REFER TO GI107 FOR LOCATION AND MOUNTING HEIGHTS OF TOILET ACCESSORIES.

EXISTING WINDOW TO REMAIN; PAINT

WINDOW PT-1 (SEMI-GLOSS)

PAINTED WALL (PT-1)

WALL BASE (CT-1A)

6' - 10"

3'

DOOR ACTUATOR

TOILET ROOM ACCESSORIES

ITEM NO. DESCRIPTION MANUFACTURER/MODEL NO. REMARKS

TA-1

GRAB BARS

SALVAGED (BOBRICK, B-3944)

SOAP DISPENSER

1/4" THK. WITH TOP AND BOTTOM CHANNELS (CRL, SS960, STAINLESS

STEEL FINISH) OR APPROVED EQUAL

MIRROR

SALVAGED AND NEW (MATCH SALVAGED; BOBRICK, B-5806 OR APPROVED

EQUAL)

SEE GI107 FOR LENGTH AND MOUNTING DIMENSIONS.

TOILET SEAT COVER DISPENSER SALVAGED AND NEW (MATCH SALVAGED; BOBRICK B-221 OR APPROVED

EQUAL)

TISSUE PAPER DISPENSER BOBRICK, B-6997 OR APPROVED EQUAL

BOBRICK, B-270 OR APPROVED EQUAL

BOBRICK, KB110-SSWM OR APPROVED EQUALBABY CHANGING STATION

PAP…