613-22-135_B500 PBC BID SET_CD Submission - Drawings.pdf

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Z2DA-- Renovate Building 500 into a Patient Business Center at Martinsburg, WV.
Solicitation number
36C24525B0001
Issued by

About this file

This file appears to be a set of architectural/engineering drawings for the renovation of Building 500 into a Patient Business Center at the Martinsburg VA Medical Center. The drawings are technical construction documents intended for bidding purposes (marked as "BID SET") and are related to VA project number 613-22-135. The drawings provide detailed specifications and plans for contractors to use in developing their bids for the renovation work to be performed under solicitation 36C24525B0001 for the Department of Veterans Affairs Veterans Health Administration VISN 5.

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VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

06/07/2024

613-22-135

MMKJ

Building 500 Business Center

BID DOCUMENTS SUBMISSION

COVER SHEET

GI100

-2

-1

G I1

.p d f

Department of Veterans Affairs

Building 500 Business Center 510 Butler Avenue

Martinsburg WV, 25405

510 Butler Avenue Martinsburg WV, 25405

BID DOCUMENTS SUBMISSION

GENERAL INFORMATION

GI100 COVER SHEET

GI200 SYMBOLS, ABBREVIATION

GI300 GENERAL NOTES

GI301 TYPICAL MOUNTING HEIGHTS

GENERAL CONTRACT

GC100 EXISTING CONDITIONS PLAN

GC200 ASBESTOS PLAN

LS100 PARTIAL FIRST FLOOR LIFE SAFETY PLAN AND CODE INFO

ARCHITECTURAL DEMOLITION

AD101 DEMOLITION FLOOR PLAN

AD102 DEMOLITION RCP PLAN

ARCHITECTURAL ELEMENTS

AE100 FLOOR PLANS

AE300 DOOR SCHEDULE / HSJ DETAILS

AE301 FINISH SCHEDULE

AE302 WALL TYPES

AE303 SIGN TYPES / WALL PROTECTION

AE700 REFLECTED CEILING PLANS / DETAILS

AE900 CABINET DETAILS

EQUIPMENT (HOSPITAL)

QH100 EQUIPMENT PLANS / SCHEDULES

FIRE PROTECTION

FX001 FIRE PROTECTION AND FIRE ALARM GENERAL NOTES AND LEGEND

FX101 FIRE PROTECTION AND FIRE ALARM PLAN

MECHANICAL

M001 MECHANICAL GENERAL NOTES & LEGEND

MD111 MECHANICAL DUCT DEMOLITION FLOOR PLAN

MD112 MECHANICAL DUCT DEMOLITION PLENUM PLAN

MD121 MECHANICAL PIPING DEMOLITION FLOOR PLAN

M111 MECHANICAL DUCTWORK PLAN

M112 MECHANICAL DUCTWORK PLENUM PLAN

M121 MECHANICAL PIPING PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

PLUMBING

P001 PLUMBING COVER SHEET

PD100 PLUMBING DEMOLITION PLAN

P100 PLUMBING NEW WORK PLAN

ELECTRICAL

E001 SYMBOLS LEGEND, ABBREVIATIONS AND NOTES

ED101 ELECTRICAL DEMOLITION PLAN

E101 OVERALL ELECTRICAL PLAN

E102 LIGHTING PLAN

E103 LIGHTING CALCULATIONS

E104 ELECTRICAL PLAN

E600 ELETRICAL SCHEDULES

E601 ELECTRICAL DETAILS

LOCATION MAP DRAWING LIST PROJECT DIRECTORY

Medical Center Director

Director of Facility Management Service

Medical Director

Project COR

Project CO

Infection Control

Safety Officer

CONTRACTING OFFICER REPRESENTATIVE (COR)

Muhammadali Sami 510 Butler Avenue Martinsburg, WV 25405

PHONE: (202) 285-1511

Muhammadali.Sami@va.gov

CONTRACTING OFFICER (CO)

Department of Veterans Affairs | Contracting 510 Butler Avenue Martinsburg, WV 25405

PHONE: (865) 617-3051

jerry.jones@va.gov

APPROVALS

WOOD

ALUMINUM

STEEL

EARTH

CONCRETE MASONRY UNITS

RIGID INSULATION

CONCRETE

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM - PLASTER

ACOUSTIC TILE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

CERAMIC TILE

CARPET

GRAVEL

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATIOR

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

SECTION INDICATOR

TYPICAL DETAIL INDICATOR

COLUMN GRID

KEYNOTE

NORTH ARROW

A

DETAIL NUMBER

SHEET WHERE

DRAWN

XXxxx

XXxxx

X

DRAWING TITLE

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

1 1/2"

XXxxx

XXxxx

XXxxx

REVISION

REVISION CLOUD

NORTH

BREAK LINE

DEMOLITION KEYNOTE

A

XXxxx

D

BC

COLUMN NUMBER

COLUMN LETTER

XXxxx

ELEVATION NUMBER

SHEET WHERE

DRAWN

SECTION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

SHEET WHERE

DRAWN

ELEVATION NUMBER

DOOR / BORROWED LIGHT TAG

FURNITURE, FIXTURE, & EQUIPMENT TAG

WALL/PARTITION TAG

x'-x" VERTICAL HEIGHT INDICATOR

ROOM NAME

3333333333

A3

ROOM NUMBER

ROOM AREA

PROGRAM AREA

D1

FLR FLOOR

FLUOR FLUORESCENT

FM FLOOR MATS & FRAMES

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FP FOLDING PANEL PARTITION

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE, FEATURE STRIPS

FT FOOT OR FEET, FLOOR TILE MOSAIC

FTCT CERAMIC MOSAIC TILE

FTG FOOTING

FUR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED FACE CMU

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GT GRANITE

GUMU GLASS MASONRY UNIT

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HPDL PLASTIC LAMINATE

HR HANDRAIL, HOUR

HSPL HIGH STRENGTH PLASTER

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER /

DIMENSION

IN INCH

INCL INCLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KC PLASTER KEENE CEMENT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LG LONG

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LL LEAD LINED

LLV LONG LEG VERTICAL

LM LATEX MASTIC FLOORING

LMC LINEAR METAL CEILING

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

LWC LINEAR WOOD CEILING

M MORTAR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MARBLE

MC MULTI-COLOR COATING

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NF NATURAL FINISH

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P PAINT

PAV PAVING

PC PRECAST CONCRETE

PCT PORTLAND CEMENT TERRAZZO

PFW POLYPROPYLENE FABRIC WALLCOVERING

PL PLATE, PLASTER

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PMF PREMOLDED FILLER, PERFORATED METAL

FACING (TILE OR PANELS)

PPT PORCELAIN PAVER TILE

PR PAIR

PT POINT

PTN PARTITION

PVT PAVER TILE

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN,

RADIANT CEILING PANEL SYSTEM

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RST RESILIENT STAIR TREAD

RT RUBBER TILE FLOORING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE, HIGH GLAZED COATING,

STRUCTURAL CLAY

SCHED SCHEDULE

SCT FACING TILE

SDG SUSPENSION DECORATIVE GRIDS

SECT SECTION

SF SQUARE FEET, STONE FLOORING

SFTU GLAZED STRUCTURAL FACING TILE

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SLG SPANDREL GLASS

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERED

TGC TEXTURED GYPSUM CEILING PANEL

THK THICK

TIL TECHNICAL INFORMATION LIBRARY (VA)

TMC TEXTURED METAL CEILING PANEL

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TST THIN SET TERRAZZO

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER, VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VENEER PLASTER

VSF VINYL SHEET FLOORING

VTR VENT THRU ROOF

W WEST, VINYL COATED FABRIC

WALLCOVERING

W/ WITH

WB WALL BORDER

WD WOOD

WF FABRIC WALLCOVERING

W/O WITHOUT

WP WATERPROOF

WSF VINYL SHEET FLOORING (WELDED SEAMS)

WT WEIGHT

WWF WELDED WIRE FRAME

NOTES

1. ALL ABBREVIATIONS SHOWN MAY NOT BE USED ON THIS PROJECT.

2. CERTAIN COMMON ABBREVIATIONS MAY NOT BE SHOWN.

3. TEXT IN BOLD DENOTES ABBREVIATIONS FROM THE TIL.

L

& AND

@ AT

C CENTERLINE

# NUMBER, POUND

AA ANODIZED ALUMINUM, NATURAL FINISH

AAC ANODIZED ALUMINUM, COLORED

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFP ACCORDION FOLDING PARTITION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

ALUM ALUMINUM

AMP ACOUSTICAL METAL PLAN CEILING

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AT (SP) ACOUSTICAL CEILING, SPECIAL FACED

AUTO AUTOMATIC

AVG AVERAGE

AWF ACOUSTICAL WALLCOVERING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL TREATMENT

BD BOARD

BE BAKED ON ENAMEL

BEL BELOW

BF BRICK FLOORING

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BUMPER RAIL, BRICK FACE

BRG BEARING

BRK BRICK

C, CONC CONCRETE

CAB CABINET

CAF CARPET ATHLETIC FLOORING

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CG CORNER GUARD

CGFB CERAMIC GLAZED FACING BRICK

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONF CONFERENCE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CARPET

CPT CARPET MODULE TILE

CT CERAMIC TILE

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DS MB DIVIDER STRIPS, MARBLE

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST, EXISTING

EA EXHAUST AIR, EACH

EC EPOXY COATING

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ERF EPOXY RESIN FLOORING

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPANSION, EXPOSED DIVIDER STRIPS

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FLUOROCARBON

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FG FOOT GRILLE

FHC FIRE HOSE CABINET

FIN FINISH

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

06/07/2024

613-22-135

AuthorChecker

Building 500 Business Center

BID DOCUMENTS SUBMISSION

SYMBOLS, ABBREVIATION

GI200

-2

-1

G I2

.p d f

510 Butler Avenue Martinsburg WV, 25405

SYMBOLS OF MATERIALSDRAWING SYMBOLSARCHITECTURAL ABBREVIATIONS

1. HOSPITAL STAFF SHALL ENSURE THE REMOVAL OF ANY MEDICAL WASTE, INCLUDING SHARPS CONTAINERS, FROM AREAS TO

BE RENOVATED, PRIOR TO THE START OF THE PROJECT.

2. INFECTION CONTROL SHALL BE NOTIFIED BY FACILITIES MANAGEMENT STAFF IMMEDIATELY IF UNEXPECTED MEDICAL WASTE

IS ENCOUNTERED.

IN STRIVING TO PROVIDE A HEALTHY AND SAFE ENVIRONMENT AT VA FACILITIES, VHA IS IMPLEMENTING A SMOKE-FREE POLICY FOR ALL VHA HEALTH CARE FACILITIES AND PROPERTY ASSIGNED TO VHA THAT IS UNDER THE CHARGE AND CONTROL OF VA. THE POLICY APPLIES TO CIGARETTES, CIGARS, PIPES OR ANY OTHER COMBUSTION OF TOBACCO, INCLUDING BUT NOT LIMITED TO

ELECTRONIC OR E-CIGARETTES, VAPE PENS OR E-CIGARS.

UNDER VHA DIRECTIVE 1085, ALL VHA HEALTH CARE FACILITIES WILL BE SMOKE-FREE FOR PATIENTS, VISITORS, CONTRACTORS, VOLUNTEERS AND VENDORS EFFECTIVE OCTOBER 1, 2019.

1. ITEMS AND CONDITIONS NOTED, DETAILED, OR OTHERWISE IDENTIFIED ON DRAWINGS ARE APPLICABLE AND BINDING TO SIMILAR CONDITIONS ON ALL DRAWINGS. FOR CONDITIONS NOT NOTED OR NOT DETAILED, PROVIDE MATERIALS OF EQUAL QUALITY AND PERFORMANCE TO OTHER SIMILAR CONDITIONS

ON THE JOB.

2. SECTIONS SHOWN ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE INDEXED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHOULD

BE DIRECTED TO THE CONTRACTING OFFICER DURING THE BID PERIOD.

3. ALL CONSTRUCTION IS TO BE NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NOTES PERTAINING TO THEIR PARTICULAR DISCIPLINES. COORDINATE THE WORK OF ALL TRADES AND REPORT TO THE CONTRACTING OFFICER ANY PERCEIVED DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING SEQUENCES OF CONSTRUCTION AND MEANS AND METHODS FOR HOW TO PERFORM THE WORK REQUIRED IN THE CONTRACT DOCUMENTS.

5. CONTRACTOR SHALL CAREFULLY REVIEW ALL EXISTING CONDITIONS AND DETERMINE THE MOST FEASIBLE SEQUENCE FOR PERFORMING THE NEW WORK

SOLE AS TO AVOID CONFLICTS IN THE FIELD.

6. ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE OF SAME MATERIAL AND FINISH AS AREAS OF SIMILAR USE OR FUNCTION

ELSEWHERE IN THE BUILDING.

7. WALL AND CEILING FINISHES SHALL INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND OTHER SIMILAR ITEMS.

8. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, WINDOWS, DUCTS, FRAMES, LOUVERS, GRILLES, MECHANICAL WORK, ETC., SHALL FIT SNUGLY AND BE THOROUGHLY SEALED AROUND PERIMETERS. INSTALL FIRE SEALANT AROUND ALL PENETRATIONS THROUGH FLOORS, FIRE RATED WALLS AND SMOKE PARTITIONS IN ACCORDANCE WITH A UL LISTED ASSEMBLY. WORK AT EXTERIOR WALLS SHALL BE FLASHED OR OTHERWISE WATERPROOF

SEALED.

9. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, STOREFRONT, DOORS, FRAMES, FIXTURES, MILLWORK AND ALL OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE AND INSTALL NECESSARY FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURES, FINISHES AND TRIM TO COMPLETE SUCH INSTALLATIONS. DIMENSIONS OF SUCH INSTALLATIONS SHALL BE CONSIDERED "NOMINAL".

CONTRACTORS SHALL ACCOUNT FOR ALL MANUFACTURER'S REQUIRED TOLERANCES, CLEARANCES AND SHIM SPACE TO ENSURE PROPER INSTALLATION OF

THE NEW WORK.

10. SEE EQUIPMENT PLANS AND FLOOR PLANS FOR CASEWORK, CABINETS, MILLWORK AND OTHER BUILT-IN ITEMS. COORDINATE WITH MEP DRAWINGS FOR

SINKS, OUTLETS, AND OTHER ITEMS TO BE BUILT INTO SUCH ITEMS.

11. IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT (TYPICALLY THE MORE COSTLY) REQUIREMENT SHALL APPLY. ITEMS DESCRIBED ON DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT AN RFI TO

SEEK CLARIFICATION OF ANY PERCEIVED DISCREPANCY DURING BID PHASE.

12. WRITTEN INFORMATION ON DRAWINGS TAKES PRECEDENT OVER DRAWING LINES.

13. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT CONTRACTING OFFICER . DO NOT SCALE DRAWINGS. ASSUMPTIONS MADE, OR ACTIONS TAKEN, BASED ON SCALED DIMENSIONS SHALL BE AT THE CONTRACTOR'S RISK AND ANY RESULTING CORRECTIONS SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER TRADES SHOWN THROUGHOUT THE COMPLETE SET OF CONTRACT DOCUMENTS. CHANGES RESULTING FROM A CONTRACTOR OR SUB-CONTRACTOR'S FAILURE TO OBTAIN AND REVIEW A COMPLETE SET OF CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

15. AT ALL CHANGES IN FLOOR FINISHES, PROVIDE AND INSTALL AN APPROPRIATE TRANSITION STRIP AS SHOWN ON THE DRAWINGS.

16. CONSULT HVAC AND ELECTRICAL DRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS AND PROVIDE NECESSARY LINTELS, SUPPORT OR

ANCHORING. IN COORDINATION WITH SHOP DRAWINGS.

17. ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, OR OTHER WALL-MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, MARKER AND TACKBOARDS, FIXTURES, SHELVING OR OTHER FURNISHING OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. WALL MOUNTED ITEMS ARE NOT TO BE INSTALLED ON, THROUGH, OR INTO, ANY EQUIPMENT

OTHER THAN WALLS, UNLESS SPECIFICALLY NOTED OTHERWISE.

18. ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS, PULL STATIONS, EXIT SIGNS, OR OTHER DEVICES SHOWN DIAGRAMMATICALLY ON THE ARCHITECTURAL DRAWINGS SERVE TO ALERT CONTRACTORS OF THE PRESENCE OF SUCH DEVICES. CONSULT THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND ADVISE CONTRACTING OFFICER OF ANY PERCEIVED DISCREPANCY BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS REGARDING LOCATION OR TYPE

OF DEVICES SHOWN PRIOR TO PREPARING SUBMITTALS.

19. ELECTRIC SWITCHES, THERMOSTATS OR OTHER ELECTRONIC CONTROLS IN THE SAME VICINITY SHALL BE MOUNTED AT THE SAME HEIGHT FROM FLOOR

(UNLESS NOTED OTHERWISE) IN A UNIFORM, ORDERLY FASHION.

20. SUBMITTAL REVIEW - THE CONTRACT DOCUMENTS PROVIDE SIZES, DIMENSIONS, PRODUCT REQUIREMENTS, ETC. CONTRACTOR SHALL VERIFY THAT SUBMITTALS ARE COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION. A/E REVIEW OF SUBMITTALS IS NOT FOR THE PURPOSE OF DETERMINING THAT SIZES, DIMENSIONS, ETC MATCH WHAT HAS ALREADY BEEN PROVIDED IN THE CONTRACT DOCUMENTS. ALL DEVIATIONS FROM WHAT IS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON THE SUBMITTAL OR OTHERWISE CLEARLY BROUGHT TO THE ATTENTION OF THE REVIEWER. FAILURE TO CLEARLY BRING ANY DEVIATION(S) TO THE ATTENTION OF THE REVIEWER SHALL BE UNDERSTOOD BY ALL PARTIES THAT WHAT IS SHOWN IN THE SUBMITTAL COMPLIES WITH THE CONTRACT DOCUMENTS REGARDLESS OF WHETHER OR NOT THE REVIEWER DISCOVERS THE DEVIATION.

CHANGES RESULTING FROM THE CONTRACTOR'S FAILURE TO CLEARLY IDENTIFY DEVIATIONS IN SUBMITTALS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

21. CONTRACTORS SHALL CAREFULLY REVIEW EXISTING FIELD CONDITIONS AND COORDINATE ALL QUANTITIES, DIMENSIONS, AND TOLERANCES REQUIRED TO PERFORM THE WORK SHOWN ON THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING INFORMATION THAT PERTAINS SOLELY TO FABRICATION PROCESSES, INSTALLATION TECHNIQUES (MEANS AND METHODS), AND SEQUENCING OF THE WORK TO MEET THE REQUIREMENTS OF THE PROJECT SCHEDULE. EACH SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO BEGINNING THEIR PORTION OF THE WORK.

ALL SUBMITTAL ARE TO BE APPROVED BY THE VA PRIOR TO START OF WORK.

22. CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN THE INTEGRITY OF EXISTING SMOKE PARTITION WALLS, SMOKE BARRIER WALLS, AND FIRE RATED WALLS TO REMAIN. SEE LIFE SAFETY DRAWINGS AND ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THESE WALLS. CONSULT COR AND LOCAL VA FIRE / SAFETY PERSONNEL FOR CONFIRMATION OF THESE WALLS PRIOR TO BEGINNING DEMOLITION. DAMAGE TO ANY EXISTING-TO-REMAIN SMOKE PARTITION WALLS, SMOKE BARRIER WALLS, OR FIRE RATED WALLS, INCLUDING DAMAGE FROM REMOVAL OF INTERSECTING WALLS, SHALL BE REPAIRED AT CONTRACTOR’S

EXPENSE.

23. PUBLIC EXITS SHALL REMAIN CLEAR AT ALL TIMES WHILE THE BUILDING IS OCCUPIED. NO STORAGE SHALL BE PERMITTED IN THE EXIT ACCESS. STORAGE WILL ONLY BE PERMITTED IN THE ENCLOSED CONSTRUCTION SITE, AND DESIGNATED SPACE WITH PRIOR APPROVAL OF THE VA.

24. PATCH ALL EXISTING AND NEW HOLES IN FLOORS, WALLS AND CEILINGS WITHIN THE PROJECT LIMITS. ENSURE THAT ALL EXISTING AND NEW PATCH WORK IS RATED TO THE LEVEL OF FLOORS, WALLS AND CEILINGS TO THE REQUIRED EXISTING CONDITION, PRIOR TO THE START OF NEW WORK.

25. UNLESS SPECIFIC DIMENSIONS ARE PROVIDED, MEP DRAWINGS ARE CONSIDERED "DIAGRAMMATIC". IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO FIELD COORDINATE LOCATIONS, SEQUENCES, ETC FOR UNOBSTRUCTED INSTALLATION OF ITEMS THAT ARE SHOWN ON MEP DRAWINGS IN DIAGRAMMATIC FORM. COORDINATE ABOVE-CEILING WORK OF MEP TRADES TO THAT EACH TRADE LOCATES THEIR WORK AS TIGHT TO THE STRUCTURE / DECK ABOVE AS IS FEASIBLE. EACH SUCCESSIVE TRADE SHALL LOCATE THEIR WORK AS TIGHT TO THE TRADE BEFORE.

26. ALTHOUGH THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. WHAT IS REQUIRED BY EITHER THE DRAWINGS OR SPECIFICATIONS SHALL BE INTERPRETED AS BEING REQUIRED AS PART OF THE SCOPE OF WORK FOR THIS PROJECT. ITEMS SPECIFIED, BUT NOT INDICATED ON THE DRAWINGS, SHALL BE PROVIDED. ITEMS SHOWN ON THE DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO SEEK CLARIFICATION PRIOR TO SUBMITTING A BID AMOUNT IF THERE SHOULD APPEAR TO BE A DISCREPANCY BETWEEN DRAWINGS AND/OR THE SPECIFICATIONS. OTHERWISE, THE MOST STRINGENT (TYPICALLY THE MOST EXPENSIVE) REQUIREMENT SHALL APPLY AT THE DISCRETION OF THE COR AT NO ADDITIONAL COST TO THE GOVERNMENT.

27. ABOVE-CEILING INTERSTITIAL COORDINATION – PRIOR TO PERFORMING ANY ABOVE-CEILING INTERSTITIAL WORK, CONTRACTOR, WORKING WITH ALL SUB- CONTRACTORS, SHALL CREATE DRAWINGS THAT SHOW COORDINATION OF ALL ABOVE-CEILING WORK ITEMS WITH EXISTING CONDITIONS AND PROPOSED CEILINGS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SEQUENCES OF INSTALLATION TO ENSURE THAT ABOVE-CEILING ITEMS CAN FIT ABOVE THE CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLAN(S). CONTRACTOR SHALL BRING ALL PERCEIVED CONFLICTS TO THE ATTENTION OF THE ARCHITECT / ENGINEER FOR RESOLUTION PRIOR TO THE START OF THE WORK. CONFLICTS RESULTING FROM INACCURATE COORDINATION DRAWINGS AND / OR FAILURE TO IDENTIFY CONFLICTS PRIOR TO INSTALLATION OF THE WORK SHALL BE CORRECTED / ADJUSTED AT THE

CONTRACTOR’S EXPENSE AND SHALL RESULT IN NO ADDITIONAL COST TO THE GOVERNMENT.

1. THE WORK OF THIS CONTRACT MAY REQUIRE PARTIAL REMOVAL OR DISASSEMBLY OF EXISTING CEILINGS AND/OR WALLS FOR ACCESS TO SPACES WHERE NEW ITEMS ARE REQUIRED TO BE INSTALLED OR EXISTING ITEMS ARE REQUIRED TO BE DEMOLISHED. EXAMPLES INCLUDE TELECOMMUNICATIONS, PLUMBING, ELECTRICAL, MECHANICAL, FIRE PROTECTION, STRUCTURAL, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGHLY REVIEWING THE CONSTRUCTION DOCUMENTS AND FOR DETERMINING THE EXTENT OF REMOVAL OR DISASSEMBLY WORK NECESSARY TO PERFORM THE

WORK OF THIS PROJECT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL FIELD-VERIFY AND DOCUMENT THE EXISTING CONDITIONS OF CEILING OR WALL SURFACES TO

BE REMOVED OR DISASSEMBLED PRIOR TO BEGINNING THE WORK.

3. THE CONTRACTOR SHALL CAREFULLY REMOVE, OR DISASSEMBLE, EACH EXISTING CEILING OR WALL SURFACE IN A

MANNER THAT MINIMIZES DAMAGE TO ADJACENT EXISTING SURFACES.

4. AFTER THE WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL REPLACE, PATCH, AND FINISH THE EXISTING

SURFACE TO THE CONDITION IT WAS IN PRIOR TO REMOVAL.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

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BID DOCUMENTS SUBMISSION

GENERAL NOTES

GI300

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SMOKING POLICY

MEDICAL WASTE NOTES

GENERAL NOTES

ACCESS TO EXISTING CONCEALED AREA NOTES

CLOCK OR

CLOCK

OUTLET

MANUAL FIRE

ALARM PULL

STATION

LIGHT

SWITCH &

DIMMER

DUPLEX

OUTLET

(LOW)

DUPLEX

OUTLET

(HIGH)

DESK

INTERCOM

OUTLET

INTERCOM

STATION

PHONE/DATA

OUTLET

THERMOSTAT SPECIAL

PURPOSE

OUTLETS

OR

JUNCTION

BOX

SPECIAL

PURPOSE

OUTLETS

DARK ROOM

STATUS LIGHT

SWITCH AT

DOOR OR

CASED OPENING

AUDIBLE

AND/OR VISUAL

FIRE ALARM

SECURITY

STROBE LIGHT

(BLUE LIGHT)

FIREMAN'S

TELEPHONE

JACK

EMERGENCY

STROBE OR

LIGHT

RACEWAY

7'

T O

C O

N T

R O

LS

4'

-0

M A

X H

IG

H

R E

A C

H

3' -0

M

IN

T

O C

O N

T R

O

LS

1' -3

M

IN

L

O W

R E

A C

H

1'

A

LI

G N

W

IT

H T

O P

O F

A D

JA

C

E N

T F

R A

M

E 8" TYP 8" TYP

T O

P O

F B

O X

4'

7'

7'

7'

NURSE CALL

STATION

WITH

CONTROLS

NURSE CALL

STATION

WITHOUT

CONTROLS

5'

NURSE CALL

CORRIDOR

LIGHT (DOME

LIGHT)

7'

DUPLEX OUTLET

ABOVE

COUNTER /

BACKSPLASH

3"

WALL-MTD

TELEPHONE

OUTLET

CARD READER,

LOCAL ALARM,

OR ARMING

STATION

3'

COUNTER

TOP / TOP OF

BACKSPLASH

COAT

HOOKS

(WALL-MTD)

COAT HOOK

(DOOR-MTD)

6"

5'

EQ EQ

6'

T O

C O

N T

R O

LS

4'

-0

M A

X H

IG

H

R E

A C

H

3' -0

M

IN

T

O C

O N

T R

O

LS

1' -3

M

IN

L

O W

R E

A C

H

MEDICAL

GAS ALARM

PANEL

FEC OR

FHV CABINET

1' - 0"

5'

4'

"12" 42"

40"

P L U

M B

IN

G

W A

L L

6" 42"

T O

IL

E

T S

ID

E

W A

L L

6" 36"

S

ID

E W

A L L

12"36"

C O

N T

R O

L W

A L L

T O

IL

E

T S

ID

E

W A

L L

7"

IF A DOUBLE ROLL

DISPENSER IS PROVIDED,

DIMENSION IS TO ROLL

CLOSEST TO TOILET

TOILET PAPER

DISPENSER

S

ID

E W

A L L

15"

COUNTER

MOUNTED

LAVATORY

S

ID

E W

A L L

15"

WALL

MOUNTED

LAVATORY

C O

U N

T E

R H

E

IG

H T

WALL MOUNTED

POSTURE MIRROR

WALL MOUNTED

MIRROR

T O

R

E F

L E

C T

IN

G

S U

R F

A C

E

18"

MIRROR TO

BE 18" X 36" U.N.O

T O

O P

E R

T A

T

IO

N

CENTER

MIRROR

OVER SINK

U.N.O

S H

O W

E R

W A

L L

WALL MOUNTED

SHOWER SEAT

T O

WALL MOUNTED

SOAP DISPENSER

T O

O P

E R

A T

IO

N

S H

O W

E R

W A

L L

T O

IL

E

T C

.L

18"

SWING UP

GRAB BAR

T O

O P

E R

T A

T

IO

N

T O

T O

P

FIRE

EXTINGUISHER IN

FULLY RECESSED CABINET

WALL MOUNTED

MOP HOLDER

T O

F R

O N

T T

P

D G

E O

F D

E C

K

L

IP

W H

N

L

W E

R E

D

WALL MOUNTED

HORIZONTAL

DIAPER CHANGING

STATION

WALL MOUNTED

GRAB BAR

(TOILET SIDE)

WALL MOUNTED

GRAB BAR

(TOILET REAR)

WALL MOUNTED

SHOWER

GRAB BARS

WALL MOUNTED PAPER

TOWEL DISPENSER

(WITH OR WITHOUT

INTEGRAL

TRASH RECEPTICLE)

OR TO TOP OF

RIM, WHICHEVER

IS GREATER.

SWING UP

GRAB BAR

EQUIPMENT, PANEL BOARD,

CABINET, OR SIMILAR FEATURE

CRASH RAIL (ALL TYPES), UON

TYPE NO 1 (SHOWN),

TYPE NO 2, OR TYPE

NO 4 CORNER OR

EDGE GUARD

WHERE BUMPER/CRASH

RAILS TERMINATE OR DO

NOT TURN CORNER

BUMPER RAIL

(ALL TYPES),

UON

DOOR FRAME OR

CASED OPENING

FRAME

OUTLET OR SIMILAR

OUTLET OR

SIMILAR WHEN

ADJ TO FRAME

WHERE

BUMPER/CRASH

RAILS TURN

CORNER

CORNER OR

EDGE GUARD

CORNER OR EDGE

GUARD

COMBINATION

HANDRAIL/CRASH

RAIL (ALL TYPES),

UON

WHERE

TERMINATES

WHERE

COMBINATION

HANDRAIL /

CRASH RAIL

TURNS CORNER

DOOR FRAME OR

CASED

OPENING FRAME

CORNER OR EDGE

GUARD

RECESSED CORNER OR EDGE

GUARD EXTENDING FROM

FLOOR TO CEILING OR

HEADER, TYPICAL UNLESS

OTHERWISE NOTED

EQUIPMENT,

PANEL BOARD,

CABINET, OR

SIMILAR FEATURE

2'

0"

U O

N

1'

U O

N

6" 3'

T

Y P

E

2" TYP 2" TYP 2" TYP

4" TYP 4" TYP

2" TYP

2'

0"

T O

P O

F R

A

IL

2" TYP 2" TYP 2" TYP

6" 6'

T Y

P E

N O

S

A N

D

42" TYP 2" TYP 2" TYP

T O

P O

F R

A

IL

2'

0"

6" 6'

T Y

P E

N O

S

A N

D

42" TYP

8" 4" TYP

8"

1'

2"

WP-01 WP-01

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

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C

D

E

F

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BID DOCUMENTS SUBMISSION

TYPICAL MOUNTING HEIGHTS

GI301

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510 Butler Avenue Martinsburg WV, 25405

GENERAL MOUNTING HEIGHT NOTESTYPICAL MOUNTING HEIGHTS AND CLEARANCES

CORNER GUARD / BUMPER RAIL / CRASH RAIL / CORRIDOR HANDRAIL TYPICAL MOUNTING HEIGHTS AND CONFIGURATION DIAGRAMS

A. IT IS THE INTENT OF THE DESIGN THAT ALL ITEMS SHOWN MOUNTED AT TYPICAL HEIGHTS BE ACCESSIBLE TO PERSONS WITH DISABILITIES.

B. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE TYPICAL MOUNTING HEIGHTS AND - WHERE APPLICABLE - TYPICAL MINIMUM OR MAXIMUM CLEARANCES AND/OR TYPICAL MOUNTING CONFIGURATIONS FOR A VARIETY OF ITEMS. CAUTION: THIS SHEET MAY ILLUSTRATE ITEMS OR CONFIGURATIONS WHICH DO NOT OCCUR AS PART OF THE WORK OF THIS PROJECT. REFER TO THE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND SCHEDULES TO DETERMINE WHICH ITEMS AND CONFIGURATIONS APPLY TO THE WORK OF THIS PROJECT.

C. THE MOUNTING HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL APPLY TO ALL INSTANCES OF THE ITEM (OR GROUP OF ITEMS) SHOWN UNLESS SPECIFICALLY NOTED OR DIMENSIONED OTHERWISE.

D. SPECIAL OR NON-TYPICAL MOUNTING HEIGHTS OCCUR ONLY WHERE INDICATED BY ANNOTATED SYMBOLS; BY KEY NOTES; BY NOTES ON

PLANS, ELEVATIONS, OR DETAILS; OR BY UNIQUE DIMENSIONS ON ELEVATIONS OR DETAILS.

E. MOUNTING CONFIGURATION DIAGRAMS ARE ELEVATIONS WHICH ILLUSTRATE TYPICAL RULES GOVERNING THE RELATIONSHIPS BETWEEN, AND PLACEMENT OF, ITEMS WHICH OCCUR IN GROUPS OF RELATED ITEMS OR IN CLOSE PROXIMITY TO OTHER PARTS OF THE WORK (SUCH AS SWITCHES AND DOOR FRAMES). UNLESS OTHER MOUNTING CONFIGURATIONS ARE SPECIFICALLY NOTED, DIMENSIONED, OR ELEVATED, THE TYPICAL RELATIONSHIPS, ARRANGEMENTS, AND THE TYPICAL CONFIGURATION DIAGRAMS APPLY THROUGHOUT THE WORK OF THIS

PROJECT.

UP

AA

BB

C C

D

D

EE

B.1B.1

B.6B.6

B.8B.8

D.1D.1

D.2D.2

D.4D.4

D.6 D.6

D.8

D.8

E.2E.2

E.4E.4

FF

F.3F.3

GG

HH

JJ

KK

G.7G.7

1.1

1.1

6.9

6.9

7.6

7.6

7.7

7.7

8.3

8.3

8.4

8.4

9.1

9.1

LL

NOT IN SCOPE

AREA OF SCOPE

ELECTRICAL ROOM

1D-180D

COMPACTOR

1B-101A

RECEPTION

1A-162

VIC CARD ROOM

1A-163

OFFICE

1A-164

OFFICE

1A-165

OFFICE

1A-165A

OFFICE

1A-167

OFFICE

1A-168

OFFICE

1A-169

OFFICE

1A-170

OFFICE

1A-171

OFFICE

1A-172

OFFICE

1A-173

TOILET

1A-174

STORAGE

1A-175

OFFICE

1A-176

OFFICE

1A-177

OFFICE

1A-178

H.A.C.

1A-179FEMALE TOILET

1A-180

MALE TOILET

1A-181

OFFICE

1A-166

TOILET

1A-173A

OFFICE

1A-177A

OFFICE

1A-168A

OFFICE

1A-168B

LAB

1A-160

RECEPTION

1A-160A

TOILET

1A-160B

WAITING ROOM

1A-161 OFFICE

1A-161A

OFFICE

1A-161B

HOLDING

1A-164A

VACANT

1A-182

CORRIDOR

1A-C19

CORRIDOR

1A-C20

CORRIDOR

1A-C21

CORRIDOR

1A-C22

CORRIDOR

1A-C14

CORRIDOR

1A-C25

STAIR #1

1-S1

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

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BID DOCUMENTS SUBMISSION

EXISTING CONDITIONS PLAN

GC100

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510 Butler Avenue Martinsburg WV, 25405

1/16" = 1'-0"A12

EXISTING FIRST FLOOR PLAN

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

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E

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BID DOCUMENTS SUBMISSION

ASBESTOS PLAN

GC200

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-1

G C

/2

/2

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510 Butler Avenue

F

N

WAITING ROOM

1A-166

OFFICE

1A-173

OFFICE

1A-170

KITCHENETTE

1A-175

OFFICE

1A-174

OFFICE

1A-176

OFFICE

1A-177

OFFICE

1A-178

HAC

1A-179

STORAGE

1A-180

RECEPTION

1A-162

CORRIDOR

1A-C21

131' - 1"

30 sec

AREA OF WORK

NFPA 101 LIFE SAFETY CODE 2021 MARTINSBURG VA RENOVATE BUIDLING 500

TOTAL PROJECT AREA 1,900 SF

OCCUPANCY COUNT BUSINESS USE:

344 SF / 50 SF PER

OCCUPANT =17 OCCUPANTS

EGRESS CAPACITY PROVIDED EXIT DOOR: 57" DOOR 57/.2=285

OCCUPANTS MAX

TOTAL EGRESS CAPACITY 285 OCCUPANTS

CORRIDOR MINIMUM 72" ALLOWED BY VA STANDARDS 96"

EXISTING EXIT CORRIDORS

CHAPTER 39 - EXISTING BUSINESS OCCUPANCY

39.2 MEANS OF EGRESS REQUIREMENTS

39.2.1.1 ALL MEANS OF EGRESS SHALL BE CONTINOUSLY MAINTAINED FREE OF ALL OBSTRUCTIONS OR

IMPEDIMENTS TO FULL INSTANT USE IN THE CASE OF FIRE OR OTHER EMERGENCY.

7.1.10 MEANS OF EGRESS RELIABILITY

7.1.10.1 MEANS OF EGRESS SHALL BE CONTINIOUSLY MAINTAINED FREE OF ALL OBSTRUCTIONS OR

IMPEDIMENTS TO FULL INSTANT USE IN THE CASE OF FIRE OR OTHER EMERGENCY.

39.5.2 HEATING, VENTILATING, AND AIR-CONDITIONING. HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT

SHALL COMPLY WITH THE PROVISIONS OF SECTION 9.2.

9.2.1 AIR-CONDITIONING, HEATING, VENTILATING, DUCTWORK, AND RELATED EQUIPMENT. AIR CONDITIONING, HEATING, VENTILATING DUCTWORK, AND RELATED EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NFPA 90A.

39.2.2.2 DOORS

39.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE PERMITTED.

39.2.3 CAPACITY OF MEANS OF EGRESS.

38.2.3.1 THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3

7.3 / TABLE 7.3.3.1 THE CAPACITY OF MEANS OF EGRESS PROVIDING TRAVEL BY MEANS OF STAIRS SHALL BE

0.3 IN. PER PERSON, AND THE CAPACITY OF MEANS OF EGRESS PROVIDING HARIZONTAL TRAVEL (WITHOUT STAIRS) BY MEANS SUCH AS DOORS, RAMPS, OR HARIZONTAL TRAVEL (WITHOUT STAIRS) BY MEANS SUCH

AS DOORS, RAMPS, OR HORIZONTAL EXITS SHALL BE 0.2 IN. PER PERSON.

38.2.3.2 THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN OCCIPANT LOAD OF 50 OR MORE

SHALL BE NOT LESS THAN 44 IN.

39.2.4 NUMBER OF MEANS OF EGRESS

38.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE FOLLOWING, EXCEPT AS OTHERWISE PERMITED

(2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED ON EVERY STORY.

39.2.5 ARRANGEMENT OF MEANS OF EGRESS

38.2.5.1 MEANS OF EGRESS SHALL BE ARRANGED IN ACCORDANCE WITH SECTION 7.5.

7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVIED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7. THE MINIMUM SPEARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES, MEASURED IN ACCORDANCE WITH 7.5.1.3.2, SHALL BE NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA

TO BE SERVED.

38.2.5.2.1 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH 9.7.1.1(1), DEAD-END CORRIDORS SHALL NOT EXCEED 50FT.

38.2.5.3.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT IN A BUILDING PROTECTED THROUGHTOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1).

39.2.6 TRAVEL DISTANCE TO EXITS

39.2.6.3 TRAVEL DISTANCE SHALL NOT EXCEED 300 FT IN BUSINESS OCCUPANCIES THROUGHOUT BY AN

APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.

39.2.7 DISCHARGE FROM EXITS. EXITS SHALL COMPLY WITH SECTION 7.7.

7.7.1 EXIT TERMINATION. EXITS SHALL TERMINATE DIRECTLY, AT A PUBLIC WAY OR AT AN

EXTERIOR EXIT DISCHARGE, UNLESS OTHERWISE PROVIDED IN 7.7.1.2 THROUGH 7.7.1.4

7.7.1.2 THE REQUIREMENT OF 7.7.1 SHALL NOT APPLY TO INTERIOR EXIT DISCHARGE AS

OTHERWISE PROVIDED IN 7.7.2.

7.7.2 EXIT DISCHARGE THROUGH INTERIOR BUILDING AREAS. EXITS SHALL BE PERMITTED TO DISCHARGE THROUGH INTERIOR BUILDING AREAS, PROVIDE THAT ALL OF THE FOLLOWING ARE MET:

(1) NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF EXIT STAIRS SERVING

NORMALL OCCUPIED AREAS OF EACH FLOOR, AND NOT MORE THAN 50 PERCENT OF THE EXIT

STAIR CAPACITY REQUIRED FOR NORMALLY OCCUPIED AREAS OF EACH FLOOR, SHALL

DISCHARGE THROUGH AREAS ON ANY LEVEL OF DISCHARGE, EXCEPT AS OTHERWISE

PERMITTED BY ONE OF THE FOLLOWING:

(A)ONE HUNDRED PERCENT OF THE EXITS SHALL BE PERMITTED TO DISCHARGE THROUGH

AREAS ON ANY LEVEL OF DISCHARGE IN DETENTION AND CORRECTIONAL OCCUPANCIES AS

OTHERWISE PROVIDED IN CHAPTERS 22 AND 23.

(B) IN EXISTING BUILDINGS, THE 50 PERCENT LIMIT ON EGRESS CAPACITY SHALL NOT APPLY IF

THE 50 PERCENT LIMIT ON THE REQUIRED NUMBER OF EXITS IS MET.

(2) EACH LEVEL OF DISCHARGE SHALL DISCHARGE DIRECTLY OUTSIDE AT THE FINISHED

GROUND LEVEL OR DISCHARGE DIRECTLY OUTSIDE AND PROVIDE ACCESS TO THE FINISHED

GROUND LEVEL BY OUTSIDE STAIRS OR OUTSIDE RAMPS.

(3) THE INTERIOR EXIT DISCHARGE SHALL LEAD TO A FREE AND UNOBSTRUCTED WAY TO THE

EXTERIOR OF THE BUILDING, AND SUCH WAY SHALL BE READILY APPARENT OR SHALL BE

IDENTIFIABLE BY EXIT SIGNAGE FROM THE POINT OF DISCHARGE FROM THE EXIT.

(4) THE INTERIOR EXIT DISCHARGE SHALL BE PROTECTED BY ONE OF THE FOLLOWING

METHODS:

(A) THE LEVEL OF DISCHARGE SHALL BE PROTECTED THROUGHOUT BY AN APPROVED

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7, OR THE PORTION OF THE

LEVEL OF DISCHARGE USED FOR INTERIOR EXIT DISCHARGE SHALL BE PROTECTED BY AN

APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7 AND SHALL BE

SEPARATED FROM THE NONSPRINKLERED PORTION OF THE FLOOR BY FIRE BARRIERS WITH A

FIRE RESISTANCE RATING MEETING THE REQUIREMENTS FO RTHE ENCLOSURE OF EXITS.

(5) THE ENTIRE AREA ON THE LEVEL OF DISCHARGE SHALL BE SEPARATED FROM AREAS

BELOW BY CONSTRUCTION HAVING A FIRE RESISTANCE RATING NOT LESS THAN THAT

REQUIRED FOR THE EXIT ENCLOSURE, UNLESS OTHERWISE PERMITED IN 7.7.2(6).

(6) LEVELS BELOW THE LEVEL OF DISCHARGE IN AN ATRIUM SHALL BE PERMITTED TO BE OPEN

TO THE LEVEL OF DISCHARGE WHERE SUCH LEVEL OF DISCHARGE IS PROTECTED IN

ACCORDANCE WITH 8.6.7.

CODE LEGEND

1 HOUR FIRE BARRIER PER NFPA 101 SECTION 7.3. OPENINGS FIRE RATED FOR 45

MINUTES UNLESS SHAFT, EXIT ENCLOSURE, OR EXIT PASSAGEWAY WALLS WHICH

REQUIRE 1 HOUR RATED OPENINGS.

FIRE EXTINGUISHER CABINET

EXIT SIGN

FEC

DOOR/STAIR ID

ACTUAL EGRESS

CAPACITY

WIDTH

DOOR/STAIR ID

ACTUAL EGRESS

CAPACITY

WIDTH

DOOR

0"

0 0

OPENING RATING IN

MINUTES

2 HOUR FIRE BARRIER PER NFPA 101 SECTION 7.3. OPENINGS FIRE RATED FOR 90

MINUTES.

OPENING RATING IN

MINUTES

EGRESS PATH WITH NAME, SEGMENT LENGTH, AND DIRECTION INDICATED

DOOR/STAIR INDICATORS

*NOTE: AS DEPICTED ON THE SHEET, ALL FIRE

EXTINGUISHER CABINETS MEET MIN. 75 FT

REQUIREMENTS

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

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Building 500 Business Center

BID DOCUMENTS SUBMISSION

LIFE SAFETY PLAN

LS-100

-2

-1

L S

-1

/2

/2

.p d f

510 Butler Avenue Martinsburg WV, 25405

1/4" = 1'-0"A15

LIFE SAFETY PLAN

KEY PLAN

AA

BB

B.1B.1

B.6B.6

RECEPTION

1A-162

VIC CARD ROOM

1A-163

OFFICE

1A-170

OFFICE

1A-171

OFFICE

1A-172

OFFICE

1A-173

TOILET

1A-174

STORAGE

1A-175

OFFICE

1A-176

OFFICE

1A-177

OFFICE

1A-178

H.A.C.

1A-179

FEMALE TOILET

1A-180

MALE TOILET

1A-181

OFFICE

1A-166

TOILET

1A-173A

OFFICE

1A-177A

RECEPTION

1A-160A

TOILET

1A-160B

WAITING ROOM

1A-161

OFFICE

1A-161A

HOLDING

1A-164A

CORRIDOR

1A-C19

CORRIDOR

1A-C20

CORRIDOR

1A-C21

CORRIDOR

1A-C22

CORRIDOR

1A-C25

2 2

IK1

IK2

IK3

IK5

IK6IK6

IG1

IG1

AREA OF WORK

DEMOLITION PLAN LEGEND

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE REMOVED

EXISTING DOORS TO BE REMOVED

ICRA TEMPORARY WALLS

ICRA TEMPORARY DOORS

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

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06/07/2024

613-22-135

AuthorChecker

Building 500 Business Center

BID DOCUMENTS SUBMISSION

DEMOLITION FLOOR PLAN

AD101

-2

-1

A D

.p d f

510 Butler Avenue Martinsburg WV, 25405

GENERAL NOTES - DEMOLITION

G1 CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY DEVIATIONS BETWEEN EXISTING CONDITIONS AND DEMOLITION DRAWINGS

DISCOVERED DURING DEMOLITION ACTIVITIES.

G2 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING AND COORDINATING ALL EXISTING AND NEW CONSTRUCTION.

G3 ALL ITEMS SHOWN DASHED INDICATE ITEMS TO BE DEMOLISHED OR SALVAGED. SEE SPECIFIC KEY NOTES ON THISS SHEET FOR ADDITIONAL INFORMATION. REFER TO MECHANICAL, FIRE PROTECTION, PLUMBING, ELECTRICAL, AND TELECOM DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

G4 ALL OPENINGS AND SURFACES MADE BARE BY DEMOLITION AND/OR REMOVAL OF MATERIALS SHALL BE REPAIRED AND/OR PATCHED TO

MATCH ADJACENT FINISH. PREPARE SURFACES TO RECEIVE NEW FINISH(ES).

G5 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ICRA STANDARDS AND POLICIES. COORDINATE WITH ICRA PLAN AND COR.

G6 DEPICTION OF EXISTING CONDITIONS IS BASED ON OWNER-FURNISHED DOCUMENTS AND LIMITED FIELD OBSERVATIONS. EXISTING ELEMENTS AND CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES WERE NOT OBSERVED OR INVESTIGATED. ONCE CUTTING AND SELECTIVE DEMOLITION WORK IS COMPLETE, REPORT ANY CONFLICTS TO COR. THE CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR ALTERATIONS AS NECESSARY TO INSTALL COMPLETE AND OPERABLE SYSTEMS IN ACCORDANCE WITH THE CODES HAVING JURISDICTION AT

NO ADDITIONAL COST TO THE GOVERNMENT.

G7 VAMC AND/OR VAMC EQUIPMENT SUPPLIER TO REMOVE EXISTING UNMOUNTED AND MOUNTED EQUIPMENT PRIOR TO CONSTRUCTION. ONCE OWNER AND/OR EQUIPMENT SUPPLIER HAVE REMOVED EQUIPMENT, PHOTOGRAPHICALLY DOCUMENT ENTIRE AREA OF NEW WORK. TAKE NOTE OF ANY DAMAGED SURFACES OR ELEMNETS. PREPARE WRITTEN AND PHOTOGRAPHIC REPORT OF SURVEY AND SUBMIT TO OWNER

AND DESIGNER.

G8 PROTECT ALL EXISTING FINISHES AND ELEMENTS TO REMAIN. REPAIR OR REPLACE DAMAGED SURFACES TO MATCH ADJACENT FINISHES.

G9 "CUTTING" IS DEFINED AS THE REMOVAL OF IN-PLACE CONSTRUCTION NECESSARY TO PERMIT INSTALLATION OR PERFORMANCE OF OTHER WORK. "PATCHING" IS DEFINED AS THE FITTING AND REPAIR WORK REQUIRED TO RESTORE SURFACES TO ORIGINIAL CONDITIONS AFTER INSTALLATION OF OTHER WORK. "REMOVE" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE, UNLESS INDICATED TO BE "SALVAGED" OR "REMOVED AND REINSTALLED". "SALVAGE" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO OWNER READY FOR REUSE. "REMOVE AND REINSTALL" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED. "EXISTING TO REMAIN" IS DEFINED AS EXISTING ITEMS OF CONSTRUCTION NOT TO BE REMOVED AND ARE NOT OTHERWISE INDICATED TO BE "REMOVED", "SALVAGED", OR "REMOVED AND

REINSTALLED".

G10 REMOVE EXISTING FLOORING, WALL PROTECTION (HANDRAILS, CRASHRAILS, CORNER GUARDS, SHEET WALL PROTECTION PANELS, ETC), CEILING AND ALL CEILING DEVICES, AND PLUMBING FIXTURES THROUGHOUT LIMITS OF THE WORK.

G11 COORDINATE SLAB DEMOLITION AND RESTORATION WITH NEW PLUMBING WORK.

G12 DELIVER TO OWNER ALL EQUIPMENT, FIXTURES, OR ACCESSORIES IDENTIFIED BY THE OWNER TO BE SALVAGED.

G13 ALL AREAS SCHEDULED TO RECIEVE NEW FLOORING (SEE A15/AE301), REMOVE FLOOR FINISHES DOWN TO EXISTING SLAB. PREP / PATCH /

LEVEL EXISTING SLAB TO RECIEVE NEW FINISHES.

KEYNOTES - DEMOLITION

1 DEMOLISH AND REMOVE PORTION OF PARTITION WALL AS REQUIRED.

2 DEMOLISH TO WIDEN OPENING PER NEW CONSTRUCTION PLAN

4 REPLACE EXISITNG DOOR, PER DOOR SCHEDULE

5 DEMO PLUMBING, SEE PLUMBING SHEET FOR DETAILS

6 CONTRACTOR SHALL PROTECT EXISTING CONNECTING WALLS AND REPAIR.

7 DEMOLISH SUSPENDED CEILING GRID, ACOUSTICAL TILES, AND ASSOCIATED APPURTENANCES.

8 CONTRACTOR SHALL REFER TO NEW RCP PLAN AND DISASSEMBLE CEILING AT NEW WALL CROSS SECTION.

9 CEILING TILE TO REMAIN, MAINTAIN IN PLACE CEILING GRID. REFER TO ELECTRICAL AND MECHANICAL DOCUMENTS FOR LIGHTIG FIXTURES, AND DIFFUSERS. CONTRACTOR OPTION TO ADD NEW GRID AND CEILING TILES PER SPECIFICATIONS.

10 REMOVE EXISTING GYPSUM CEILING. CONTRACTORS OPTION TO PATCH AND REPAIR.

1/4" = 1'-0"A15

PARTIAL DEMO FLOOR PLAN

KEY PLAN

KEYNOTES - PLAN

1 CONTRACTOR SHALL COMPLETE ALL REPAIR AND FINISH WORK IN CORRIDORS 1A-C19 AND 1A-C25 OUT SIDE OF ZONED AREA AFTER HOURS.

2 CONTRACTOR SHALL PROTECT EXISTING HAND GUARD DURING CONSTRUCTION .

3 PATCH WALL WHERE EXISTING WALL WAS REMOVED AND FINISH TO MATCH ADJACENT WALL.

ICRA NOTES - CONSTRUCTION

IC1 ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

IC2 COMPLETE ALL CRITICAL BARRIERS (I.E. SHEETROCK, PLYWOOD, & PLASTIC) TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO

EXIT) BEFORE CONSTRUCTION BEGINS.

IC3 MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. AIR PRESSURE SHALL BE CONTINUOUSLY MONITORED. THE CONTRACTOR SHALL USE TEMPORARY PRESSURE SENSORS CONNECTED TO THE BUILDING AUTOMATION SYSTEM (BAS) VIA AHU-7 CONNECTION. THE CONTRACTOR SHALL TRACK, TREND, AND ALARM PROJECT AREA PRESSURE TO ENSURE PROOF OF NEGATIVE PRESSURE ENVIRONMENT AT ALL TIMES UNTIL APPROVED BY VA COR TO REMOVE.

IC4 SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES AIRTIGHT AND/OR FIRE SEAL AS REQUIRED.

IC5 CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE

WORK SITE.

IC6 ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER

EXITS THE WORK AREA.

IC7 DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS APPROVED BY THE COR, INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL DEPARTMENT AND THOROGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

DEPARTMENT.

IC8 REMOVE CONSTRUCTION WASTE DAILY DURING THE HOURS OUTSIDE OF 0800-1630.

IC9 CONTRACTOR TO USE ROUTE AGREED UPON BY THE ICRA TEAM AND COR FOR TRANSPORT OF CONTAINERS THROUGH THE FACILITY.

IC10 PLACE DUST MATS AT ENTRANCE AND EXIT OF WORK AREA.

ICRA KEY NOTES

IG1 PROVIDE TEMPORARY / PERMANENT RATED ICRA PARTITIONS AS CONCEPTUALLY INDICATED ON PLANS. CONTRACTOR SHALL SUBMIT AN ICRA

PLAN FOR APPROVAL OF THE COR PRIOR TO BEGINNING ANY WORK.

IG2 DOORS IN ICRA PARTITIONS SHALL HAVE CLOSERS, PANIC DEVICES, STOREROOM FUNCTION LOCKS, AND ALARMS. DOORS SHALL

AUTOMATICALLY LOCK UPON CLOSURE.

IG3 CONTRACTOR SHALL INSTALL "CONSTRUCTION ZONE - AUTHORIZED PERSONNEL ONLY" SIGN ON THE PUBLIC SIDE OF ALL ICRA DOORS.

IG4 ALL ICRA PARTITIONS SHALL BE WALL TYPE "R3.1t". REFER TO AE302 FOR MORE INFORMATION.

IG5 CONTRACTOR SHALL COMPLY WITH NFPA 241 FOR DURATION OF DEMOLITION AND CONSTRUCTION.

ICRA NOTES - KEYNOTES

IK1 AIRTIGHT ANTEROOM. CONTRACTOR SHALL MAINTAIN 44" CLEAR IN CORRIDOR OUTSIDE.

IK2 TEMPORARY WALK-OFF MAT

IK3 HEPA FILTER EXHAUST FAN SYSTEM VENTED THROUGH EXISTING WINDOW. CONTRACTOR SHALL VERIFY LOCATION WITH COR.

IK4 CONTRACTOR ENTRANCE AND DEBRIS REMOVAL DOOR. CONTRACTOR SHOULD COORDINATE LOCATION WITH COR.

IK5 CONSTRUCTION LAYDOWN/STAGING AREA. CONTRACTOR SHALL CONFIRM EXTENTS WITH COR.

IK6 AREA OUTSIDE OF ICRA BARRIER WHERE REPAIRS AND FINISH SHALL OCCUR. REPAIRS AND FINISHES IN THIS AREA SHALL OCCUR OUTSIDE OF BUSINESS HOURS. CONTRACTOR SHALL SUBMIT FOR VA INFECTION CONTROL NURSE APPROVAL PLANS BEFORE ACCOMPLISHING ANY

WORK IN THESE AREAS.

ICRA NOTES - REMOVAL

IR1 REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

IR2 CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

IR3 COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

IR4 VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

IR5 WET MOP AREA WITH DISINFECTANT. VA COR SHALL APPROVE DISINFECTANT.

IR6 REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

IG2

AREA OF WORK

AA

BB

B.1B.1

B.6B.6

7'

1/

2"

OFFICE

1A-177

OFFICE

1A-176

TOILET

1A-173A

TOILET

1A-174

OFFICE

1A-173

OFFICE

1A-172

OFFICE

1A-171

CORRIDOR

1A-C21

OFFICE

1A-177A

OFFICE

1A-178

MALE TOILET

1A-181

FEMALE TOILET

1A-180

CORRIDOR

1A-C22

RECEPTION

1A-162

STORAGE

1A-175

OFFICE

1A-170

VIC CARD ROOM

1A-163

OFFICE

1A-166

CORRIDOR

1A-C19CORRIDOR

1A-C25

CORRIDOR

1A-C20

SUSPENDED CEILING SYSTEM TO BE DEMOLISHED

RCP LEGEND

GYPSUM CEILING TO BE DEMOLISHED

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD

SUITE 320

FULTON, MD 20759

301-323-3599

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

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H

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12345678910111213141516

06/07/2024

613-22-135

AuthorChecker

Building 500 Business Center

BID DOCUMENTS SUBMISSION

DEMOLITION RCP PLAN

AD102

-2

-1

A D

/0

/2

.p d f

510 Butler Avenue Martinsburg WV, 25405

GENERAL NOTES - DEMOLITION

G1 CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY DEVIATIONS BETWEEN EXISTING CONDITIONS AND DEMOLITION DRAWINGS

DISCOVERED DURING DEMOLITION ACTIVITIES.

G2 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING AND COORDINATING ALL EXISTING AND NEW CONSTRUCTION.

G3 ALL ITEMS SHOWN DASHED INDICATE ITEMS TO BE DEMOLISHED OR SALVAGED. SEE SPECIFIC KEY NOTES ON THISS SHEET FOR ADDITIONAL INFORMATION. REFER TO MECHANICAL, FIRE PROTECTION, PLUMBING, ELECTRICAL, AND TELECOM DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

G4 ALL OPENINGS AND SURFACES MADE BARE BY DEMOLITION AND/OR REMOVAL OF MATERIALS SHALL BE REPAIRED AND/OR PATCHED TO

MATCH ADJACENT FINISH. PREPARE SURFACES TO RECEIVE NEW FINISH(ES).

G5 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ICRA STANDARDS AND POLICIES. COORDINATE WITH ICRA PLAN AND COR.

G6 DEPICTION OF EXISTING CONDITIONS IS BASED ON OWNER-FURNISHED DOCUMENTS AND LIMITED FIELD OBSERVATIONS. EXISTING ELEMENTS AND CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES WERE NOT OBSERVED OR INVESTIGATED. ONCE CUTTING AND SELECTIVE DEMOLITION WORK IS COMPLETE, REPORT ANY CONFLICTS TO COR. THE CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR ALTERATIONS AS NECESSARY TO INSTALL COMPLETE AND OPERABLE SYSTEMS IN ACCORDANCE WITH THE CODES HAVING JURISDICTION AT

NO ADDITIONAL COST TO THE GOVERNMENT.

G7 VAMC AND/OR VAMC EQUIPMENT SUPPLIER TO REMOVE EXISTING UNMOUNTED AND MOUNTED EQUIPMENT PRIOR TO CONSTRUCTION. ONCE OWNER AND/OR EQUIPMENT SUPPLIER HAVE REMOVED EQUIPMENT, PHOTOGRAPHICALLY DOCUMENT ENTIRE AREA OF NEW WORK. TAKE NOTE OF ANY DAMAGED SURFACES OR ELEMNETS. PREPARE WRITTEN AND PHOTOGRAPHIC REPORT OF SURVEY AND SUBMIT TO OWNER

AND DESIGNER.

G8 PROTECT ALL EXISTING FINISHES AND ELEMENTS TO REMAIN. REPAIR OR REPLACE DAMAGED SURFACES TO MATCH ADJACENT FINISHES.

G9 "CUTTING" IS DEFINED AS THE REMOVAL OF IN-PLACE CONSTRUCTION NECESSARY TO PERMIT INSTALLATION OR PERFORMANCE OF OTHER WORK. "PATCHING" IS DEFINED AS THE FITTING AND REPAIR WORK REQUIRED TO RESTORE SURFACES TO ORIGINIAL CONDITIONS AFTER INSTALLATION OF OTHER WORK. "REMOVE" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE, UNLESS INDICATED TO BE "SALVAGED" OR "REMOVED AND REINSTALLED". "SALVAGE" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO OWNER READY FOR REUSE. "REMOVE AND REINSTALL" IS DEFINED AS DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

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