RVA1033004_Architecture.pdf

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

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CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

COVER SHEET

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Department of Veterans Affairs

RENOVATION OF OLD DIALYSIS AREA 2H

RICHMOND VA MEDICAL CENTER (RICVAMC)

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

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)

Jeffrey Anderson

Hunter Holmes McGuire VA Hospital 1201 Broad Rock Blvd Richmond, VA 23249 Phone: (804) 675-5000 x4294 jeffrey.anderson9@va.gov

ARCHITECT

Ken Jones

11720 Beltsville Drive, Suite 350 Calverton, MD 20705 Phone: (443) 388-7351 kjones@cbdg-ae.com

ARCHITECT/ENGINEER

Christianna Raber

Raymond Engineering 1601 Summit Ave Richmond, VA 23219 Phone: (804) 726-9540 x 700 christianna.raber@raymondllc.com

CONTRACTING OFFICER (CO)

Tonya Bradley

Department of Veterans Affairs | Contracting 101 Emancipation Dr.

Hampton, Virginia 23667 Phone: (757) 315-3969 tonya.bradley@va.gov

APPROVALS

CONSTRUCTION BID SET

RAYMOND ENGINEERING (SEE RIGHT)

ARCHITECTURAL

GI100 COVER SHEET

GI200 SYMBOLS, ABBREVIATIONS & NOTES

GI300 GENERAL NOTES

GI301 TYPICAL MOUNTING HEIGHTS AND DIMENSIONING CONVENTIONS

GC200 EXISTING CONDITIONS PLAN

GC400 ICRA PLAN

AD100 DEMOLITION PLAN

AE100 FLOOR PLAN

AE300 DOOR SCHEDULE

AE301 WALL TYPES

AE302 FINISH SCHEDULE AND MATERIAL LEGEND

AE303 SIGN TYPES

AE500 DETAILS

AE600 INTERIOR ELEVATIONS

AE700 REFLECTED CEILING PLAN

AE701 ENLARGED REFLECTED CEILING PLANS & DETAILS

AE900 EQUIPMENT PLANS / SCHEDULES

FIRE PROTECTION AND LIFE SAFETY

LS001 LIFE SAFETY BUILDING CODES ANALYSIS

LS101 LIFE SAFETY PLAN

FA001 FIRE ALARM ABBREVIATIONS, LEGEND, AND GENERAL NOTES

FD101 FIRE ALARM DEMOLITION PLAN

FA101 FIRE ALARM NEW PLAN

FA501 FIRE ALARM DETAILS

FX001 FIRE SUPPRESSION ABBREVIATIONS, LEGEND, AND GENERAL NOTES

FD111 FIRE SUPPRESSION DEMOLITION PLAN

FX101 FIRE SUPPRESSION NEW PLAN

FX501 FIRE SUPPRESSION DETAILS

MECHANICAL

M001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M002 MECHANICAL ABBREVIATIONS AND LEGENDS

M101 LEVEL 1 MECHANICAL FLOOR PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M801 MECHANICAL CONTROLS

MD101 LEVEL 1 MECHANICAL DEMOLITION PLAN

MP101 MECHANICAL PIPING PLAN

PLUMBING

P001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

P101A LEVEL 1 WASTE AND VENT NEW WORK

P101B LEVEL 1 WATER NEW WORK

P401 PLUMBING RISER DIAGRAMS

P601 PLUMBING SCHEDULES

PD101A LEVEL 1 SANITARY AND VENT DEMOLITION PLAN

PD101B LEVEL 1 WATER DEMOLITION PLAN

PD101C LEVEL 1 MEDICAL GAS DEMOLITION PLAN

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E002 ELECTRICAL LEGEND

ED101 ELECTRICAL DEMOLITION PLAN

ED102 ELECTRICAL LIGHTING DEMOLITION PLAN

EL101 LIGHTING PLAN

EP101 POWER PLAN

EM101 MECHANICAL POWER PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E600 ELECTRICAL FEEDER SCHEDULES

E601 ELECTRICAL ONE-LINE DIAGRAM

E611 LUMINAIRE AND MECHANICAL EQUIPMENT SCHEDULE

E621 PANELBOARD SCHEDULES

TELECOMMUNICATIONS

T001 TELECOMMUNICATIONS GENERAL NOTES, ABBREVIATIONS, & LEGEND

TD101 TELECOMMUNICATIONS DEMOLITION PLAN

TA101 TELECOMMUNICATIONS PLAN

T501 TELECOMMUNICATIONS DETAILS

T502 TELECOMMUNICATIONS DETAILS

T601 TELECOMMUNICATIONS RISER DIAGRAM

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

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

NEW DOOR OPENING / BORROWED LIGHT

INDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

SECTION INDICATOR

TYPICAL DETAIL INDICATOR

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

FIRE EXTINGUISHER CABINET

NORTH ARROW

FEC

A

DETAIL NUMBER

SHEET WHERE

DRAWN

XXxxx

XXxxx

X

DRAWING TITLE

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

1 3/16"

D2

XX-XX

XXxxx

XXxxx

CL

XXxxx x'-x" VERTICAL HEIGHT INDICATOR

REVISION

REVISION CLOUD

NORTH

BREAK LINE

X

DEMOLITION KEYNOTE

NEW ROOM NAME AND NUMBERCORRIDOR

C2

XX

A

XXxxx

D

BC

COLUMN NUMBER

COLUMN LETTER

XXxxx

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

WALL MOUNTED FIRE EXTINGUISHERFE

XX

SHEET WHERE

DRAWN

ELEVATION NUMBER

& AND

@ AT

C CENTERLINE

# NUMBER

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALUM ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BEL BELOW

BR BUMPER RAIL

BRK BRICK

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CCT CUBICLE CURTAIN TRACK

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CT CERAMIC TILE

CLG CEILING

CL CLOSET

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

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

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EL ELEVATION

ELEV ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXP EXPANSION

EJ EXPANSION JOINT

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FACE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

GC GENERAL CONTRACTOR

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWR HARDWARE

HDWD HARDWOOD

HT HEIGHT

HNDRL HANDRAIL

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HR HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER / DIMENSION

IN INCH

INCL INDLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LG LONG

LL LEAD LINED

LLV LONG LEG VERTICAL

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

MATL MATERIAL

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

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

OPNG OPENING

OPP OPPOSITE

OH OVERHEAD

OZ OUNCE

PAV PAVING

PC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PLBG PLUMBING

PMF PREMOLDED FILLER

PR PAIR

PT POINT

PTN PARTITION

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER

BASE

RD ROOF DRAIN

RL ROOF LEADER

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR

INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

SS STAINLESS STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE AND GROOVE

THK THICK

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

VB BAPOR BARRIER

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VET THRU ROOF

W WEST

W/ WITH

WD WOOD

W/O WITHOUT

WP WATERPROOF

WT WEIGHT

WWF WELDED WIRE FRAME

NOTE: ALL ABBREVIATIONS SHOWN

MAY NOT BE USED ON THIS PROJECT.

CERTAIN COMMON ABBREVIATIONS

MAY NOT BE SHOWN.

L

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

SYMBOLS, ABBREVIATIONS & NOTES

GI200

-2

G I2

.p d f

SYMBOLS OF MATERIALS DRAWING KEY ARCHITECTURAL ABBREVIATIONS

G1 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.

G2 SECTIONS SHOWN ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE INDEXED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT WHICH DO NOT HAVE SPECIFIC SECTIONS DRAWN. THE MOST SIMILAR SECTION SHALL BE ADAPTED TO ANY SECTION NOT DETAILED. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE

SHOULD BE DIRECTED TO THE ARCHITECT DURING THE BID PERIOD.

G3 ALL CONSTRUCTION IS TO BE ASSUMED NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE.

G4 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NOTED PERTAINING TO THEIR PARTICULAR TRAFES. COORDINATE THE WORK OF ALL TRADES AND REPORT TO THE ARCHITECT ANY PERCEIVED DISCREPENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING SEQUENCES OF CONSTRUCTION AND MEANS AND METHODS FOR HOW TO PERFORM THE WORK REQUIRED IN THE CONTRACT DOCUMENTS. ALL CONTRACTORS SHALL CAREFULLY REVIEW ALL EXISTING CONDITIONS AND DETERMINE THE MOST FEASIBLE SEQUENCE FOR PERFORMING THE NEW WORK SO AS TO AVOID

CONFLICTS IN THE FIELD.

G5 ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTED SHALL BE OF SAME MATERIAL AND FINISH AS AREAS OF SIMILAR USE OR

FUNCTION ELSEWHERE IN THE BUILDING.

G6 WALL AND CEILING FINISHES SHALL INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND

G7 ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, WINDOWS, DUCTS, FRAMES, LOUVRES, 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. WORK AT EXTERIOR WALLS SHALL BE FLASHED OR OTHERWISE WATERPROOF SEALED.

G8 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." CONTRACOTRS SHALL ACCOUNT FOR ALL MANUFACTURER'S REQUIRED TOLERANCES, CLEARANCES AND SHIM SPACE TO ENSURE PROPER

INSTALLATION OF THE NEW WORK.

G9 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.

G10 IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS OF DIFFERENT SCALES, CONSULT ARCHITECT FOR CLARIFICATION.

G11 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 DISCREPENCY DURING BID PHASE.

G12 WRITTEN INFORMATION ON DRAWINGS TAKES PRECEDENT OVER DRAWING LINES.

G13 IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT ARCHITECT. 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 PERFOMRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

G14 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 OPTAIN AND REVIEW A COMPLETE SET OF CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

G15 AT ALL CHANGES IN FLOOR FINISHES, PROVIDE AND INSTALL AN APPROPRIATE TRANSITION STRIP AS SHOWN ON THE DRAWINGS.

G16 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

G17 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. ITEMS FOR WALL-MOUNTING ARE NOT TO BE INSTALLED ON, THROUGH, OR INTO, ANY

EQUIPMENT OTHER THAN WALLS, UNLESS SPECIFICALLY NOTED OTHERWISE.

G18 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 ARCHITECT OF ANY PERCEIVED DISCREPENCY BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS REGARDING LOCATION OR TYPE OF

DEVICES SHOWN PRIOR TO PREPARING SUBMITTALS.

G19 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.

G20 SUBMITTAL REVIEW - THE CONTRACT DOCUMENTS PROVIDE SIZES, DIMENSIONS, PRODUCT REQUIREMENTS, ETC. CONTRACTOR SHALL VERIFY THAT SUBMITTALS ARE COORDINATED WITH THE REQUIREMENT 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.

G21 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 SCHEUDLE. EACH SUBCONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING THEIR PORTION

OF THE WORK.

G22 PUBLIC EXITS SHALL REMAIN CLEAR AT ALL TIMES WHILE THE BUILDING IS OCCUPIED. NO STORAGE SHALL BE PERMITTED IN THE EXIT ACCESS.

G23 PATCH ALL HOLES IN FLOORS, WALLS, AND CEILINGS WITHIN THE PROJECT LIMITS AFTER DEMOLITION AND NEW WORK IS COMPLETE.

G24 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 UNOBSTRUCTURED INSTALLATION OF ITEMS THAT ARE SHOWN ON MEP DRAWINGS IN DIAGRAMMITIC 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.

G25 THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND NEITHER SHALL TAKE PRECEDENT OVER THE OTHER. 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.

IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO SEEK CLARIFICATION OF AN APPARENT DISCREPENCY BETWEEN DRAWINGS AND/OR SPECIFICATIONS DURING THE BIDDING PHASE. OTHERWISE, THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT (TYPICALLY THE MOST

EXPENSIVE) REQUIREMENT SHALL APPLY

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-CIGARRETES, 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.

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

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CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

GENERAL NOTES

GI300

-2

G I3

.p d f

GENERAL NOTES

SMOKING POLICY

(THESE NOTES APPLY TO THE COMPLETE SET OF CONSTRUCTION DOCUMENTS)

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

BACKSPLAS

H

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'

4'

"12" 42"

40"

P

LU

M B

IN

G

W A

L L

6" 42"

T O

IL

E

T S

ID

E

W A

LL

6" 36"

S

ID

E W

A

LL

12"36"

C O

N T

R O

L W

A

LL

T O

IL

E

T S

ID

E

W A

LL

9" MAX

7" MIN

IF A DOUBLE ROLL

DISPENSER IS PROVIDED,

DIMENSION IS TO ROLL

CLOSEST TO TOILET

TOILET PAPER

DISPENSER

S

ID

E W

A

LL

15"

COUNTER

MOUNTED

LAVATORY

S

ID

E W

A

LL

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

LE

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

LL

T O

IL

E

T C

.L

18"

SWING UP

GRAB BAR

T O

T O

P

WALL MOUNTED

MOP HOLDER

T O

F R

O N

T T

O P

D G

E O

F D

E C

K

LI

P

W H

N

LO

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)

F

IL

LE

R

S O

F T

T O

U C

H C

O N

T R

O L

(M A

X

T O

T O

P O

F B

O T

T

LE

BOTTLE

FILLER

EQUIPMENT, PANEL BOARD,

CABINET, OR SIMILAR FEATURE

CRASH RAIL (ALL TYPES), UON

CORNER GUARD

WHERE BUMPER/CRASH

RAILS TERMINATE OR DO NOT

TURN CORNER

BUMPER GUARD /

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'

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'

2" TYP 2" TYP 2" TYP

2'

0"

T O

P O

F R

A

IL

6" 6'

2" TYP

8" 4" TYP

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

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12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

TYPICAL MOUNTING HEIGHTS AND

DIMENSIONING CONVENTIONS

GI301

-2

G I3

/2

/2

.p d f

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.

HOME HEMO

TRAINING

2H-214

ISOLATION

2H-211

TOILET

2H-212

ANTE RM

2H-210

GURNEY

ALCOVE

2H-254

ASSISTANT

TECH

2H-253

TOILET

2H-255

MATER

TREATMENT

2H-252

WAITING

2H-207

WHEELCHAIR

ALCOVE

2H-201

CORRIDOR

C2H-2

SECRETARY

2H-208

NOURISHMENT

2H-209

SOCIAL

WORKER

2H-202

TOILET

2H-203

PD TRAINING

EXAM

2H-205

ANEMIA

MANAGER

2H-206

ELECTRIC

2H-200

TOILET

2H-260

16 17 18 19 20

V

TR

EA

TM

EN

T

TR

EA

TM

EN

T

TR

EA

TM

EN

T

TR

EA

TM

EN

T

CORRIDOR

C2H-9

TOILET

2H-261

CORRIDOR

C2H-1

22' - 4" 22' - 4" 25' - 1 1/2" 25' - 1 1/2" 22' - 4" 22' - 4"

PHYSICIAN

2H-129

CONFERENCE

ROOM

2H-133

SOCIAL

WORKER

2H-134

NURSE

MANGER

2H-136

FEMALE

LOCKER

2H-127

HAC

CH-125

TOILET

2H-126

TOILET

2H-124A

MALE LOCKER

2H-125

CLEAN

EQUIPMENT

2H-130

EQUIPMENT

REPAIR

2H-122

EQUIPMENT

STORAGE

2H-132

MACH

STORAGE

2H-135

WATER

TREATMENT

2H-131

EXAM

ROOM

2H-139

FELLOWS

2H-138

EXAM

2H-140A

OFFICE

2H-140

WAITING

2H-103

PATIENT

TOILET

2H-104

RECOVERY

AREA

2A-113

DIRTY

UTILITY

2H-101

KITCHEN

2H-107

TOILET

2H-112

TOILET

2H-113

CLEAN

UTILITY

2H-117

ANTE ROOM

2H-116

STAFF

LOUNGE

2H-119

ELECTRICAL

CLOSET

2H-120

STORAGE

2H-121

LINEN

CLOSET

2H-123

SOILED

UTILITY

2H-118

CHIEF

2K-144

EQUIPMENT

2K-141A

OFFICE

2K-140

PHARMACY

SATELLITE

2H-141

ANTE

2H-108

BED ROOM

2H-111

BED ROOM

2H-114

NURSES

STATION

C2H-3

SHOWER

2H-105

FAMILY

WAITING

2G-132

NURSE

MANAGER

2G-131

ON CALL

ROOM

2G-130

MALE LOCKER

2G-126

UNISEX

TOILET

2G127

SHOWER

2G-129 SHOWER

2G-129

FEMALE

STAFF

LOCKER

2G-123

PROJECT

SECTION

2K-137

OFFICE

2K-147

OFFICE

2K-146=5

OFFICE

2K-146

OFFICE

CUBICLES

2K-143

BIOMED

REPAIR SHOP

2K-141

CONFERENCE

2K-139

MALE

TOILET

2G-134

FEMALE

TOILET

2G-132

W

X

Y

Z

AA

BB

STORAGE

2H-137

BIOMED

C2K-4

CORRIDOR

C2H-9

CORRIDOR

C2H-6

SCOPE OF WORK

1. EXISTING CONDITIONS DRAWING IS FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY

LOCATIONS OF ALL ITEMS SHOWN ON THIS SHEET PRIOR TO BEGINNING WORK.

EXISTING CONDITIONS NOTES

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

EXISTING CONDITIONS PLAN

GC200

-2

G C

/2

/2

.p d f

1/8" = 1'-0"A12

EXISTING FLOOR PLAN

16 17 18 19 20

V

W

X

Y

Z

AA

BB

TACKY MATS ON EACH SIDE

OF DOOR. REPLACE MATS

WHEN NO LONGER EFFECTIVE.

7'

1/

2"

TACKY MATS ON EACH SIDE OF DOOR.

REPLACE MATS WHEN NO LONGER

EFFECTIVE.

ICRA ANTEROOM. PROVIDE COAT HOOKS,

STORAGE SHELF FOR COVERALLS AND A BENCH.

TEMPORARY DOOR WITH CLOSER AND

EXIT DEVICE LOCKED FROM NON-

CONSTRUCTION SIDE. PROVIDE SMOKE

SEALS ON JAMBS AND HEAD OF DOOR.

ICRA ANTEROOM. PROVIDE COAT

HOOKS, STORAGE SHELF FOR

COVERALLS AND A BENCH.

TEMPORARY DOOR WITH CLOSER AND

EXIT DEVICE LOCKED FROM NON-

CONSTRUCTION SIDE. PROVIDE SMOKE

SEALS ON JAMBS AND HEAD OF DOOR.

"EMERGENCY EXIT" SIGN ON

CONSTRUCTION SIDE OF DOOR.

"EMERGENCY EXIT" SIGN ON CONSTRUCTION

SIDE OF DOOR.

T1

T1

T1

R1

R1

T1

R1

TEMPORARY ZIP WALL FOR

CASED OPENING

R1

T1

T1

3'

R1

R1

R1REMOVE DOOR / FRAME AND

INFILL OPENING WITH R1

WALL TYPE

REMOVE DOOR

DOOR / FRAME AND

INFILL OPENING

WITH R1 WALL TYPE

T1T1

1'

8"

MAINTAIN ACCESS THROUGH THIS CORRIDOR DURING

CONSTRUCTION. THE CONTRACTOR WILL NEED TO

COORDINATE DEMOLITION OF THIS SPACE WITH THE COR.

NEED A TEMPORARY 4' X 8' DOOR FOR ACCESS.

INSTALL TEMPORARY PLASTIC FOR DUST

CONTROL.

6"

DEMOLISH PORTION OF WALL PRIOR TO

CONSTRUCTING TEMPORARY

CONSTRUCTION BARRIER.

R1R1

1. SEE WALL TYPE T1 ON SHEET AE301 FOR TEMPORARY CONSTRUCTION BARRIER

DETAIL.

2. SEE DETAILED NOTES ON THIS SHEET FOR PROCEDURES TO BE FOLLOWED DURING

AND AFTER CONSTRUCTION.

3. CONTRACTOR SHALL PREPARE A DETAILED ICRA PLAN FOR REVIEW AND APPROVAL

BY THE VAMC'S COR AND INFECTION CONTROL REPRESENTATIVE.

4. CONTRACTOR SHALL PROVIDE INTERIM LIFE SAFETY PLAN FOR APPROVAL BY VAMC.

UPON COMPLETION OF EACH PHASE, PERFORM THE FOLLOWING:

1. CLEAN UP CEILING TILE AND FLOORING SURFACES WITH HEPA FILTERED VACUUM OR

DAMP MOP.

2. WET MOP AND/OR VACUUM WITH HEPA-FILTERED VACUUM BEFORE LEAVING WORK

AREA AND WIPE WORK SURFACES WITH DISINFECTANT.

3. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS. SEAL WITH TAPE TO ENSURE A TIGHT COVER.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHEN WORK AND AREA CLEANUP HAS

BEEN COMPLETED.

5. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

6. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

INSPECTED AND AUTHORIZED BY COR, SAFETY AND INSPECTION CONTROL.

DURING CONSTRUCTION, THE FOLLOWING MUST BE PERFORMED DAILY:

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION

OPERATIONS.

2. FOR VISUAL INSPECTION ONLY, DAMPEN CEILING TILE(S) WITH WATER SPRAY BEFORE

REMOVING. REPLACE CEILING TILE IMMEDIATE AFTER INSPECTION; DO NOT LEAVE

UNATTENDED.

3. PROVIDE ACTIVE MEANS TO PREVENT DUST FROM DISPERSING. DUST LEFT ON THE

FLOORS, CLOTHING AND/OR BODY IS NOT ALLOWED IN ORDER TO PREVENT SPEADING

AND TRACKING. "ACTING MEANS" ARE:

A. VACUUM ATTACHMENTS ON TOOLS WITH HEPA VACUUM, OR HEPA VACUUMING

IMMEDIATELY AS DUST IS GENERATED.

B. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

C. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

D. SEAL UNUSED DOORS WITH DUCT TAPE.

E. BLOCK OFF AND SEAL ALL HVAC AIR VENTS.

F. PLACE TACKY MAT AT INSIDE OF ENTRANCE OF WORK AREA AND CHANGE

FREQUENTLY OR WHEN INEFFECTIVE.

G. WET MOP AND/OR VACUUM WITH HEPA-FILTERED VACUUM THE WORK AREA

BEFORE LEAVING THE SITE. BROOM SWEEPING IS NOT SUFFICIENT.

4. WHENEVER TRANSPORTING OUTSIDE OF THE CONSTRUCTION SITE, WIPE MATERIALS,

EQUIPMENT AND WORK SURFACES WITH EPA REGISTERED, UNSCENTED

DISINFECTANT, WHICH HAS MANUFACTURER'S LABELING AS A BACTERICIDE,

TUBERCULOCIDE, VIRUCIDE AND FUNGICIDE.

5. THERE SHALL BE NO STANDING, UNCOVERED WATER PERMITTED TO ACCUMULATE

DURING CONSTRUCTION. THIS INCLUDES WATER IN EQUIPMENT DRIP PANS AND OPEN

CONTAINERS WITHIN THE CONSTRUCTION AREAS. ALL INCIDENTAL SPILLS MUST BE

CLEANED UP AND DRIED WITHIN 12 HOURS. REMOVE AND DISPOSE OF POROUS

MATERIALS THAT REMAIN DAMP FOR MORE THAN 72 HOURS.

6. COMPLETE ALL CRITICAL BARRIERS (SEE TEMPORARY CONSTRUCTION BARRIER

SHOWN ON SHEET AE301) TO SEAL AREA FROM NON-WORK AREA BEFORE

CONSTRUCTION BEGINS.

7. MAINTAIN NEGATIVE PRESSURE VENTILATION (NPV) AT 0.01 WATER COLUMN (WC)

WITHIN THE WORK SITE UTILIZING NPV MACHINE.

8. NPV MONITORING DEVICES SHOULD BE VISIBLE FROM OUTSIDE THE WORKSITE AND

READINGS SHALL BE DOCUMENTED DAILY OR MORE OFTEN AS NEEDED. KEEP

TRACKING MONITORING DEVICE AND TRACKING LOG AT OUTSIDE OF ENTRANCE AT THE

SITE.

9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS. TAPE COVERING, UNLESS USING FORM-FITTING SOLID LID.

10. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES ETC APPROPRIATELY DURING

CONSTRUCTION.

11. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS

ROOM TO 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.

12. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE

COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

TEMPORARY CONSTRUCTION BARRIER

NOTES

A. LOCATION OF TEMPORARY CONSTRUCTION BARRIERS IS CONCEPTUAL. CONTRACTORS

SHALL SUBMIT A DETAILED TEMPORARY CONSTRUCTION BARRIER PLAN FOR APPROVAL

BY THE COR PRIOR TO BEGINNING ANY WORK.

B. PRIOR TO INSTALLATION OF TEMPORARY CONSTRUCTION BARRIER WALLS. DOCUMENT

EXISTING FINISHES WITH PHOTOS. PROVIDE COR WITH PHOTOS. DO NOT PERFORM ANY

WORK UNTIL PHOTOS HAVE BEEN DISTRIBUTED AND ACCEPTED BY COR.

C. INSTALL TEMPORARY CONSTRUCTION BARRIER WALLS PRIOR TO PERFORMING ANY

DEMOLITION WORK.

D. TEMPORARY CONSTRUCTION BARRIER WALL OPENINGS SHALL EXTEND FROM FLOOR TO

DECK ABOVE AND SHALL BE SEALED WITH FIRE RATED SEALANT. SEE TEMPORARY

CONSTRUCTION BARRIER DETAIL ON THIS SHEETS.

E. TEMPORARY CONSTRUCTION BARRIER WALL OPENINGS SHALL HAVE 45 MIN. RATED

DOORS WITH CLOSERS. PROVIDE A SIGN ON OCCUPANT SIDE OF DOOR THAT STATES

THE FOLLOWING: "CAUTION - CONSTRUCTION ZONE - AUTHORIZED PERSONNEL ONLY".

F. PROVIDE STICKY MATS ON BOTH SIDES OF CONSTRUCTION BARRIER DOORS. REPLACE

STICKY MATS WHEN NO LONGER STICKY.

G. REFER TO INFECTION CONTROL RISK ASSESSMENT NOTES FOR ADDITIONAL

REQUIREMENTS.

H. PROVIDE DIRECTIONAL SIGNS THAT SAY "EMERGENCY EXIT" WHERE INDICATED ON

TEMPORARY CONSTRUCTION BARRIER PLANS.

I. PATCH / REPAIR HOLES, SCRATCHES AND ANY OTHER DAMAGE AFTER REMOVAL OF

TEMPORARY CONSTRUCTION BARRIER WALLS. RESTORE FINISHES TO THE SAME

CONDITION AS BEFORE TEMPORARY CONSTUCTION BARRIER WALLS WERE INSTALLED.

OBTAIN APPROVAL OF COR.

J. SUBMIT PLAN SHOWING REQUIRED INTERIM LIFE SAFETY MEASURES (ILSM) FOR

APPROVAL BY THE COR.

K. MAINTAIN 5'-0", MIN. ON NON-CONSTRUCTION SIDE OF ICRA BARRIERS IN CORRIDORS.

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

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12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

ICRA PLAN

GC400

-2

G C

/2

/2

.p d f

1/8" = 1'-0"A12

ICRA PLAN

ICRA GENERAL NOTES

INFECTION CONTROL RISK ASSESSMENT

REQUIREMENTS

TR

EA

TM

EN

T

TR

EA

TM

EN

T

TR

EA

TM

EN

T

TR

EA

TM

EN

T

W

X

Y

Z

AA

BB

1 1

4 4 4 4

4 4

1 1 11

111 11

6 6

1 1

111 1

1 1

1 1

1 111 111 1

10 10

8 7

8 8

8 8

12 12 12 12 12 12

GURNEY

ALCOVE

2H-254

ASSISTANT

TECH

2H-253

TOILET

2H-255

MATER

TREATMENT

2H-252

WAITING

2H-207

WHEELCHAIR

ALCOVE

2H-201

SECRETARY

2H-208

NOURISHMENT

2H-209

SOCIAL

WORKER

2H-202

TOILET

2H-203

ELECTRIC

2H-200

TOILET

2H-260

CORRIDOR

C2H-9

TOILET

2H-261

CORRIDOR

C2H-1

PHYSICIAN

2H-129

CONFERENCE

ROOM

2H-133

SOCIAL

WORKER

2H-134

NURSE

MANGER

2H-136

FEMALE

LOCKER

2H-127

HAC

CH-125

TOILET

2H-126

TOILET

2H-124A

MALE LOCKER

2H-125

CLEAN

EQUIPMENT

2H-130

EQUIPMENT

REPAIR

2H-122

EQUIPMENT

STORAGE

2H-132

MACH

STORAGE

2H-135

WATER

TREATMENT

2H-131

EXAM

ROOM

2H-139

FELLOWS

2H-138

EXAM

2H-140A

OFFICE

2H-140

WAITING

2H-103

PATIENT

TOILET

2H-104

RECOVERY

AREA

2A-113

DIRTY

UTILITY

2H-101

KITCHEN

2H-107

TOILET

2H-112

TOILET

2H-113

CLEAN

UTILITY

2H-117

ANTE ROOM

2H-116 STAFF

LOUNGE

2H-119

ELECTRICAL

CLOSET

2H-120

STORAGE

2H-121

LINEN

CLOSET

2H-123

SOILED

UTILITY

2H-118

CHIEF

2K-144

EQUIPMENT

2K-141A

PHARMACY

SATELLITE

2H-141

ANTE

2H-108

BED ROOM

2H-111

BED ROOM

2H-114

NURSES

STATION

C2H-3

SHOWER

2H-105

FAMILY

WAITING

2G-132

NURSE

MANAGER

2G-131

ON CALL

ROOM

2G-130

SHOWER

2G-129 SHOWER

2G-129

OFFICE

2K-147MALE

TOILET

2G-134

FEMALE

TOILET

2G-132

STORAGE

2H-137

1. REMOVE ENTIRE WALL STRUCTURE DOWN TO SLAB (INCLUDING MASONRY, DOORS, AND

WINDOWS).

2. REMOVE PORTION OF WALL. COORDINATE WITH NEW WORK PLANS FOR EXTENT OF WALL

REMOVAL. PATCH AND LEVEL FLOOR TO RECEIVE NEW FINISHES.

3. ENLARGE OPENING FOR NEW DOOR OPENING. SEE NEW WORK PLANS FOR SIZE OF

OPENINGS. PATCH AND LEVEL FLOOR TO RECEIVE NEW FINISHES.

4. REMOVE DOOR(S) AND FRAME(S). (TO INCLUDE STOPS & HOLD OPENS WHERE THEY

OCCUR)

5. REMOVE DOOR ONLY, FRAME TO REMAIN AND BE REUSED WITH NEW DOOR.

6. REMOVE EXISTING WINDOW, INCLUDING FRAME, CLIPS, ETC.

7. REMOVE IN-FLOOR SCALE. PATCH AND LEVEL FLOOR TO RECEIVE NEW FINISHES.

8. REMOVE ALL FINISHES INCLUDING FLOORING, FIXTURES, CASEWORK, SHELVING,

COUNTERTOPS, LOCKERS, BASE, CHALK & TACK BOARDS, PROJECTION SCREEN, CHASES,

CEILING & CEILING SUPPORT MEMBERS & ALL BULKHEADS. COORD. W/ M.E.P. FOR

ADDITIONAL DEMO.

9. REMOVE PLUMBING FIXTURES & ACCESSORIES. SEE M.E.P. DWGS. FOR FIXTURE & PIPING

DEMOLITION. PATCH FLOOR & WALL FINISHES TO MATCH. REMOVE WING WALLS AT

STALLS & TOILET PARTITIONS.

10. REMOVE EXISTING NURSE STATION

11. REMOVE PORTION OF EXISTING WALL FOR NEW CASED OPENING. COORDINATE WITH NEW

WORK PLANS FOR EXTENT OF WALL REMOVAL. PATCH AND LEVEL FLOOR TO RECEIVE

NEW FINISHES.

12. REMOVE PORTION OF EXISTING WALL FOR NEW CLERESTORY WINDOW. COORDINATE

LOCATION AND SIZE WITH NEW WORK PLANS.

DEMOLITION KEY NOTES

A. AT ALL EXISTING WALLS AND COLUMN ENCLOSURES SHOWN TO REMAIN, REMOVE GYPSUM

BOARD DOWN TO STUDS.

B. CONTRACTORS SHALL NOTIFY COR IMMEDIATELY OF ANY DEVIATIONS BETWEEN EXISTING

CONDITIONS AND DEMOLITION DRAWINGS DISCOVERED DURING DEMOLITION ACTIVITIES.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING AND COORDINATING ALL

EXISTING AND NEW CONSTRUCTION,

D. ALL ITEMS SHOWN AS DASHED INDICATE ITEMS TO BE DEMOLISHED. SEE SPECIFIC KEY

NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION. REFER TO MECHANICAL, PLUMBING,

ELECTRICAL, AND TELECOM DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

E. 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 FINISHE(S)

F. HAZARDOUS MATERIAL ABATEMENT IS REQUIRED IN THIS PROJECT SCOPE. REFER TO

SPECIFICATION SECTION 02 82 11, ACM SURVEY AND LOCATION PLAN (PROVIDED IN

SPECIFICATION BOOK VOLUME 1 AS PART OF THE CONSTRUCTION DOCUMENTS) FOR

ADDITIONAL INFORMATION.

G. COORDINATE AREAS WHERE FLOOR SLABS SHALL BE CHIPPED OUT AT FLOOR DRAINS, SEE

FLOOR PLANS.

H. FLOOR LEVELING NEEDED AT AREAS OF EXISTING TILE FLOOR INCLUDING SHOWERS AND

TOILETS 2H-104, 2H-105, TOILETS 2H-112, 2H-113. 2H-124A, 2H-127, AND ASSOCIATED

VESTIBULES.

I. PATCH AND FILL EXISTING FLOOR DRAINS AT SHOWER 2H-105 AND WATER TREATMENT

2H-131.

J. PATCH AND FILL EXISTING DUMBWAITER SHAFT TO MATCH SURROUNDING FLOOR

CONSTRUCTION TYPE IB.

GENERAL DEMOLITION NOTES

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

DEMOLITION PLAN

AD100

-2

A D

.p d f

DEMOLITION PLAN

W

X

Y

Z

AA

BB

917 SF

BREAK/MEETING

ROOM

2H-104

CLOSET

2H-123

578 SF

TOUCHDOWN

2H-103

534 SF

TOUCHDOWN

2H-120

167 SF

ANESTHESIA

2-PERSON OFFICE

2H-115

82 SF

ANESTHESIA

OFFICE

2H-114

328 SF

TOUCHDOWN

2H-121

88 SF

STORAGE

2H-105

56 SF

ELEC. CLOSET

2H-106

111 SF

IT CLOSET

2H-107

233 SF

RESIDENTS

2H-122

134 SF

NEW 2-PERSON

ENGINEERING

OFFICE

2K-140A

101 SF

NEW ENGINEERING

OFFICE

2H-140B

721 SF

TOUCHDOWN

2H-111

129 SF

ANESTHESIA

OFFICE

2H-118

176 SF

ANESTHESIA

OFFICE

2H-119

82 SF

ANESTHESIA

OFFICE

2H-113

92 SF

STAFF LOCKER

2H-110

CORRIDOR

C2H-6

CORRIDOR

C2H-7

CORRIDOR

C2H-5

CORRIDOR

C2H-4

812 SF

ANESTHESIA

ADMIN.

2H-112

88 SF

WELLNESS ROOM

2H-108

84 SF

STAFF TOILET

2H-109

123 SF

ANESTHESIA

OFFICE

2H-116

112 SF

ANESTHESIA

OFFICE

2H-117

A1

C1C1 A2

A2

C1

A2

A2

C1 C1 A1

A1

A1

A1

A1

A1

A1

A2

A1

A1

C1

A1

A1 A1

A1

A1

A1

A1

A1 A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1A1 A2

A1

A1

A1

A1

C1

C1C1 C1

C1

C1

C1

C1

2H-112

2H-118

2H-119

2H-113

2H-117

2H-116

2H-115 2H-114

2H-120

2H-121

2H-122

2H-108

2H-109

2H-111

2H-103

2H-104

2H-104B

2H-104A

2H-105

2H-107

C2H-5

AE900

G16

AE900

A15

AE900

C16

AE500

G7

9'

4" 9'

7/ 8"

9'

7/

8" 9'

7/ 8"

9'

1/

2"

14' - 8 1/4" 5' - 9" 17' - 10 3/8" 11' - 6 3/8" 6' - 0" 10' - 9 7/8"

C1 C1C1

C1C1

C1

C1

C1

C1 C1C1

C1

C1

ANESTHESIA

CUBICLE

ANESTHESIA

CUBICLE

RECEPTION

CUBICLE

ANESTHESIA

CUBICLE

A1

86 SF

VESTIBULE

2K-140C

A2

EQ

EQ

2'

0"

FEC

FEC

R1

SW1

TYPE D

SIGN TYPE

TYPE D SIGN TYPE

TYPE E

SIGN

TYPE

TYPE E

SIGN TYPE

TYPE E

SIGN TYPE

AE600

A1

A2

C1

C1C1 C1C1

AE500

C7

A2A2

A1

AE600

I11

G11

AE600

I7

1'

6"

/8

8'

7/ 8"

/8

/8

6'

1/

8" 7'

1/ 4"

6'

1/

4"

A

LI

G N

A

LI

G N

ALIGN

ALIGN

ALIGN

A

LI

G N

A

LI

G N

4'

1/

4" 4'

3/ 4"

6'

7/

8"

/8

AE500

A7

19' - 1 1/8" 9' - 7 3/4" 9' - 6 3/4" 8' - 4 1/4" 23' - 9 1/8" 6' - 4 1/4"

A1

3' - 6 3/8" 26' - 7 5/8"

A2

1' - 4 7/8"

A1A1

A1

C1

2'

3/

4"

4'

0"

1'

7/

8"

9'

4"

1/ 4"

ALIGN

6'

5/

8"

11' - 7 1/2"

1'

1/

8" 9'

5/ 8"

9'

1/

4"

C1

C1

/4

9'

4"

/8

C1

C1

C1

C1

E8

AE600

A1

G-2 G-2 G-2 G-2 G-2 G-2

C1

3'

/4

2K-140C

A1

4' - 0" 2' - 8" 4' - 0" 1' - 0" 4' - 0" 1' - 0" 4' - 0" 1' - 11 5/8"11 1/2" 4' - 0" 1' - 0" 4' - 0" 2' - 2 3/4"

CORRIDOR

C2H-4

91 SF

STORAGE

2H-141B

2H-141B

BIOMED

CORRIDOR

I8

A1

14' - 0 1/4"

C2H-7

C2H-4

2K -1

A

EQ EQ

C2H-6

A1

A1

A1

18' - 2 3/4"

NEW ONSED

OPENING

AE600

G10

C1

R1

ALIGN

CORRIDOR

C2H-6

4'

0"

2' - 6"

2'

0"

EQ

EQ

LEGEND

EXISTING 2HR SMOKE FIRE RATING

EXISTING WALL TO REMAIN

NEW CONSTRUCTION

EXISTING 2HR FIRE RATING

EXISTING 30MIN SMOKE RATING

NEW 30MIN SMOKE RATING

NEW 2HR SMOKE FIRE RATING

GENERAL PLAN NOTES

1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF FINISHED

DRYWALL, FACE OF CMU, OR COLUMN CENTER LINES. UNLESS SPECIFICALLY

SHOWN CENTERED ON A PARTICULAR BUILDING ELEMENT I.E. A CHASE WALL,

WINDOW MULLION, ETC.

2. CONTRACTOR SHALL PROVIDE ALL BLOCKING REQUIRED TO ANCHOR ALL

WALL AND CEILING MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO TOILET

ROOM ACCESSORIES, MILLWORK, CASEWORK, HANDRAILS, ETC.

3. REFER TO AE300 FOR DOOR SCHEDULE AND DOOR AND FRAME TYPES.

REFER TO AE301 FOR WALL TYPES.

4. DISTANCE FROM HINGE SIDE OF DOOR (MEASURED FROM OUTSIDE FRAME)

TO INTERSECTING STUD WALL SHALL BE 4" UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LAY OUT WALLS ON

FLOOR PRIOR TO INITIATING CONSTRUCTION. REPORT DISCREPANCIES TO

COR PRIOR TO COMMENCING WORK.

6. ALL PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES AND

THROUGH FIRE RATED WALL AND SMOKE BARRIER ASSEMBLIES MUST BE

FIRE SEALED AS PART OF THIS CONTRACT. SEAL PENETRATIONS THROUGH

THE FLOOR OF THE INTERSTITIAL SPACE WITH 2-HOUR RATED SEALANT.

7. REFER TO A10/AE500 FOR FLOOR DRAIN DETAIL AT STAFF TOILET ROOM.

8. PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS IN CORRIDORS.

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

FLOOR PLAN

AE100

-2

A E

.p d f

FLOOR PLAN

1. WHEN EXPOSED CLEAR FINISHED WOOD DOORS ARE PAIRED, TAKE CARE TO SELECT

MATCHING GRAIN TYPE AND COLOR FOR EACH DOOR IN PAIR.

2. VERIFY ALL DIMENSIONS AND CLEARANCES, AND COORDINATE UNDERCUTTING REQUIRED

TO CLEAR ADJACENT FLOOR MATERIALS.

3. SEE SPECIFICATIONS FOR SCHEDULED HARDWARE SETS.

4. SEE S1, H1 AND J1 FOR H/S/J AT CLERESTORY WINDOWS. PROVIDE 1/2"X1/2" HOLLOW

METAL GLASS STOP ON ALL SIDES.

5. PROVIDE H2 AND J2 AT ALL CASED OPENINGS.

TYPICAL DOOR NOTES

BASE BID: PROVIDE ALL HM-2 CLERESTORY WINDOWS AS SHOWN AND DETAILED.

DEDUCT ALTERNATE #1: DO NOT PROVIDE HM-2 CLERESTORY WINDOWS. EXISTING WALL TO

REMAIN IN TACT AND FINISHED PER FINISH SCHEDULE.

DEDUCT ALTERNATE #1

1. MODIFY FRAME FOR DOUBLE EGRESS DOOR.

2. PROVIDE PIV CARD READER. BASIS OF DESIGN IS COVERGENT TECHNOLOGIES.

3. PROVIDE AUTOMATIC OPERATORS.

4. INTEGRATED DOOR ASSEMBLY.

REMARKS COLUMN NOTES

7'

0"

WIDTH AS SCHED.

FR

RATED

DBL

7'

0"

7'

0"

WIDTH AS SCHED.

F

WIDTH AS SCHEDULED

DOOR TYPES

7'

0"

WIDTH AS SCHED.

HM-1

HOLLOW METAL FRAME TYPES

2"2"

2"

7'

0"

WIDTH AS SCHED.

FG

HM-2

6'

6"

2" 3' - 8" 2"

2" 2"

1'

8"

2'

0"

4' - 0"

G-2

G-1: 1/4" CLEAR TEMPERED GLASS

G-2: 1/4" CLEAR TEMPERED FIRE-RATED GLASS

GLASS TYPES

CORR

RATED RATED

WIDTH AS SCHED.

7'

0"G-2G-2G-1

JAMB ANCHOR

DOOR: SEE SCHEDULE

5/8" GYPSUM BOARD

SEALANT, TYP. BOTH

SIDES, FULL

PERIMETER

5/8" GYPSUM BOARD

METAL STUD TRACK

SEALANT TYP, BOTH SIDES

FULL PERIMETER

DOOR: SEE SCHEDULE 5/8" GYPSUM BOARD

METAL STUD TRACK

SEALANT TYP, BOTH SIDES

FULL PERIMETER

5/8" GYPSUM BOARD

METAL STUD TRACK

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

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

ARCHITECTURE:

PROFESSIONAL SEAL:

Richmond VA Medical Center (RICVAMC) 1201 Broad Rock Blvd Richmond, VA 23249

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CB DESIGN GROUP

11720 BELTSVILLE DR.

SUITE 350

CALVERTON, MD 20705

443-388-7351

LIFE SAFETY AND FIRE PROTECTION:

STANTON ENGINEERING SERVICES

10280 OLD COLUMBIA RD.

SUITE 275

COLUMBIA, MD 21046

410-290-9301

RAYMOND ENGINEERING

1601 SUMMIT AVE.

RICHMOND, VA 23230

804-726-9540

05/20/2022

652-20121

OLKJ

RENOVATION OF OLD DIALYSIS

AREA 2H

CONSTRUCTION BID SET

DOOR SCHEDULE

AE300

-2

A E

.p d f

DOOR

NO. ROOM NAME

DOOR FRAME DOOR

LABEL

FIRE

RATING

HARD

WARE

SET

SIGN

TYPE REMARKS

NOMINAL SIZE

TYPE MATL MATL TYPE

SECTIONS

WIDTH HEIGHT THK. JAMB HEAD SILL

2H-103 TOUCHDOWN 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-104 BREAK/MEETING

ROOM

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 4J TYPE C -

SLIDER

2H-104A CLOSET 3' - 0" 7' - 0" 1 3/4" F SCWD HM HM-1 J1 H1 5B TYPE C

2H-104B BREAK/MEETING

ROOM

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 4J TYPE C -

SLIDER

2H-105 STORAGE 3' - 0" 7' - 0" 1 3/4" FR SCWD HM HM-1 J1 H1 45MIN 5B TYPE C

2H-107 IT CLOSET 3' - 0" 7' - 0" 1 3/4" F SCWD HM HM-1 J1 H1 TYPE C

2H-108 WELLNESS ROOM 3' - 0" 7' - 0" 1 3/4" F SCWD HM HM-1 J1 H1 2C TYPE C

& E

2H-109 STAFF TOILET 3' - 0" 7' - 0" 1 3/4" F SCWD HM HM-1 J1 H1 2 TYPE B

2H-111 TOUCHDOWN 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-112 ANESTHESIA

ADMIN.

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 S1 3E TYPE C S1 FOR CLERESTORY WINDOWS

2H-113 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3G TYPE C

2H-114 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3G TYPE C

2H-115 ANESTHESIA

ADMIN.

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-116 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3G TYPE C

2H-117 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3G TYPE C

2H-118 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3G TYPE C

2H-119 ANESTHESIA

OFFICE

3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 S1 3G TYPE C S1 FOR CLERESTORY WINDOWS

2H-120 TOUCHDOWN 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-121 TOUCHDOWN 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-122 RESIDENTS 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM-1 J1 H1 3E TYPE C

2H-141B STORAGE 3' - 0" 7' - 0" 1 3/4" FR SCWD HM HM-1 J1 H1 45MIN 5B TYPE C

2K-140A NEW 2-PERSON

ENGINEERING

OFFICE

3' - 0" 7' - 0" 1 3/4" F SCWD HM HM-1 J1 H1 3G TYPE C

2K-140C VESTIBULE 4' - 0" 7' - 0" - J2 H2 - - - - CASED OPENING

C2H-4 CORRIDOR 6' - 0" 7' - 0" 1 3/4" CORR SCWD-PLAM HM HM-1 J1 H1 90MIN SH-3 TYPE C & E

PL-2 ON DOOR, NOTES 2, 3, 4

C2H-5 CORRIDOR 6' - 0" 7' - 0" 1 3/4" CORR SCWD-PLAM HM HM-1 J1 H1 45MIN SH-3 TYPE C & E

PL-2 ON DOOR, NOTES 2, 3, 4

C2H-6 CORRIDOR 6' - 0" 7' - 0" 1 3/4" HM-1 J1 H1 90MIN SH-3 TYPE C

& E

PL-2 ON DOOR, NOTES 1, 2, 3, 4

C2H-7 CORRIDOR 6' - 0" 7' - 0" 1 3/4" CORR SCWD-PLAM HM HM-1 J1 H1 90MIN SH-3 TYPE C & E

PL-2 ON DOOR, NOTES 2, 3, 4

DOOR SCHEDULEHEAD, JAMB & SILL DETAILS

J1 - DOOR JAMB DETAIL H1 - DOOR HEAD DETAIL S1 - CLERESTORY WINDOW SILL DETAIL

H2 - DOOR HEAD DETAILJ2 - DOOR JAMB DETAIL

CORR SCWD-PLAM HM

UNDERSIDE OF STRUCTURE

CEILING

5/8" GYPSUM BOARD ON

EACH SIDE

FLOOR AS SCHEDULED

3 5/8" METAL STUD

1"

DEFLECTION TRACK AT

TOP OF WALL

A1

STC 49

UNDERSIDE OF

STRUCTURE

CEILING

5/8" GYPSUM BOARD

ON 3 5/8" METAL

STUDS

FLOOR AS

SCHEDULED

6"

C1

UNDERSIDE OF

STRUCTURE

CEILING

TWO LAYERS OF 5/8"

GYPSUM BOARD ON EACH

SIDE OF METAL STUDS

FLOOR AS SCHEDULED

3 1/2" BATT INSULATION

1"

FIRE RATED DEFLECTION

TRACK AT TOP OF WALL

5/8" GYPSUM WALL BOARD

3 5/8" METAL STUD

SECURE TO FLOOR AND

SEAL WITH 1HR RATED

FIRESTOP SEALANT

SEAL ALL PENETRATIONS

(PIPES, DUCTS, CONDUITS,

ETC) WITH 1 HR RATED

FIRESTOP SEALANT

R1

UL U465

(1HR RATING)

WALL TYPE NOTES

1. WALL TYPE ADJACENT TO OPENING IN WALL SHALL BE WALL TYPE OVER AND BELOW

OPENING UNLESS OTHERWISE NOTED.

2. WALL TYPES ARE GRAPHIC REPRESENTATIONS OF WALL COMPONENTS ONLY AND ARE

NOT TO SCALE.

3. CONTRACTOR MAY SUBMIT A SUBSTITUTE DEFLECTION TRACK FOR REVIEW AND

ACCEPTENCE BY ARCHITECT.

4. A1 WALL TYPE AT CORRIDOR WALLS SHALL BE SMOKE RESISTIVE. SEAL WALL AT TOP AND

BOTTOM AND AT ALL PENETRATIONS TO RESIST THE PASSAGE OF SMOKE. PROVIDE

SMOKE SEALS AT ALL CORRIDOR DOORS.

5. WALLS INDICATED TO EXTEND TO STRUCTURE OR DECK ABOVE SHALL EXTEND TO

UNDERSIDE OF INTERSTITIAL SPACE FLOOR STURCTURE.

6. PROVIDE BACKER BOARD BELOW TILE ON ALL WET / PLUMBING WALLS. REFER TO

SPECIFICATIONS FOR MORE REQUIREMENTS.

SW1

UL U415

(1HR RATED)

CEILING

5/8" GYPSUM BOARD

FLOOR AS SCHEDULED

2 1/2" CH METAL STUD

1" GYPSUM LINER PANEL

J RUNNERS ALONG THE

BASE AND HEAD OF THE

WALL, VERTICALLY ALONG

BOTH ENDS OF WALLS

J RUNNERS

EXISTING WALL

UNDERSIDE OF STRUCTURE

CEILING

5/8" GYPSUM BOARD ON

3 5/8" METAL STUDS

FLOOR AS…