36C24620R0035-0005003.pdf

ABV.

ACT

A.F.F.

ALUM.

ATH.

BD

BLKG

CC

CG

CLG

CMU

COL

CONC.

CONT.

CORR

CPT

CR

CT

DP

DR

DWGS

EB

ELEC

EL

ELEV

EPXY

ETR

EWC

EXIST.

EXST

FOF

F.O.S.

FIN

F.F.

FIN FL

FLR

GALV.

GL

GR

GWB

GYP

HDWR

HDW

HCW

HM.

HR

HT

LAM.

L

ABOVE

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

ALUMINUM THRESHOLD

BOARD

BLOCKING

CUBICLE CURTAIN

CORNER GUARD

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CARPET TILE

CRASH RAIL

CERAMIC TILE

DECORATIVE PANEL

DOOR

DRAWINGS

EDGE BANDING

ELECTRIC(AL)

ELEVATION

ELEVATOR

EPOXY

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXISTING

EXISTING

FACE OF FINISH

FACE OF STUD

FINISH(ED)

FINISHED FACE

FINISHED FLOOR

FLOOR

GALVANIZED

GLAZING

GROUT

GYSPUM WALLBOARD

GYPSUM

HARDWARE

HARDWARE

HOLLOW CORE WOOD

HOLLOW METAL

HOUR

HEIGHT

LAMINATED

LENGTH

LVT

MAX

MB

MCT

MECH

MTG

MTL

NIC.

OFCI

OFOI

CFCI

CFOI

PB

PF

PL

PLAM

PNT

PTD

PW

R.

RA

RB

SC

SG

SCW

SS

S.S.

SV

SIM

STOR

STRUCT

SUSP.

TERR

TG

T.O.G.

TP

TR

TRTD

TYP

UON

VERT

VB

VCT

VF

VT

VWC

WIN

WP

WS

CL

Ø

LUXURY VINYL TILE

MAXIMUM

METAL BASE

METAL CEILING TILE

MECHANICAL

MOUNTING

METAL

NOT IN CONTRACT

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CONTRACTOR FURNISHED OWNER INSTALLED

PORCELAIN BASE TILE

PORCELAIN FLOOR TILE

PLASTIC

PLASTIC LAMINATE

PAINT

PAINTED

PORCELAIN WALL TILE

RISER

RETURN AIR

RESILIENT BASE

SEALED CONCRETE

SAFELY GLASS

SOLID CORE WOOD

SOLID SURFACE

STAINLESS STEEL

SHEET VINYL

SIMILAR

STORAGE

STRUCTURAL

SUSPENDED

TERRAZZO

TEMPERED GLASS

TOP OF GRADE

TEMPERED

TRIM PIECE

TREATED

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

VINYL BASE

VINYL COMPOSITION TILE

VINYL FABRIC

VINYL TILE

VINYL WALL COVERING

WINDOW

WALL PROTECTION

WINDOW SHADE

AT

CENTER LINE

DIAMETER

DOOR TAG

TYP

M349

XXX

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAIN WALL AND

WINDOW MARKER1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

1 PHASING NOTES

JSN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:3

:5

A

M

AE001

ABBREVIATIONS, SYMBOLS, AND LEGEND CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

12" = 1'-0"

ABBREVIATIONS

1/4" = 1'-0"

COVER SHEET LEGEND

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

Revisions: Date:

UP

FC

FC

INDUSTRIAL

STAIR

CORRIDOR

CORRIDOR

CORRIDOR

C1D-1

CORRIDOR

CORRIDOR

C1D-11

CORRIDOR

C1D-3

CORRIDOR

C1D-4

CORRIDOR

C1D-8

CORRIDOR

C1D-6

LAUNDRY

1F-149

MED

1F-152

CLEAN

LINEN

1F-151

NURSE

STATION

1F-153

DAY ROOM

1F-156

BEDROOM 17

1F-126

TOILET

1F-127

BEDROOM 18

1F-124

TOILET

1F-125

BEDROOM 19

1F-122

TOILET

1F-123

BEDROOM 20

1F-120

TOILET

1F-121

BEDROOM 21

1F-118

TOILET

1F-119

BEDROOM 22

1F-116

TOILET

1F-117

BEDROOM 23

1F-114

TOILET

1F-115

CONFERENCE

RM

1F-112

TOILET

1F-113

CORRIDOR

1F-110

CLEAN EQUIPMENT

1F-159

TOILET

1F-157

VESTIBULE

1F-158

ELECTRICAL

SVC BAY

1F-187

MECHANICAL

SVC BAY-D

1F-186

OFFICE

1F-109A

OFFICE

1F-108

OFFICE

1F-107

OPMH

GROUP RM

1D-115

OFFICE

1F-109B

STORAGE

1F-105

STORAGE

1F-105

NURSE MGR

1D-102

SOILED

LINEN

1D-103

TRASH

1D-101

OFFICE

1D-100

OFFICE

1D-112

STORAGE

1D-111

TOILET

1D-110

OFFICE

1D-109

OPEN

OFFICE

1D-104

TOILET

1D-106

OFFICE

1D-105

OFFICE

1D-107

OMPH

PHYSICIAN

1D-114

STORAGE

1D-108

CONFERENCE

1D-113

ELECTRICAL

SVC BAY

1D-154

COPY/WORK

RM

1D-147

ADMIN

STORAGE

1D-147A

SECRETARY

1D-150

CHIEF OF

PSYCHIATRIC

SVC

1D-151

ADMIN

OFFICER

1D-152

MECH

SVC

BAY-W

1D-153

MALE

TOILET

1D-155

FEMALE

TOILET

1D-156

C & L

DIRECTOR

1D-158

RESIDENT

C & L 1D-157

CHECK IN

OFFICE

1D-159

CHECK-IN

1D-160

SLEEP LAB

DIRECTOR

1D-161

ADMINISTRATIVE

CONFERENCE

RM

1D-162

OMPH

PHYSICIAN

1D-163

DAY RM

1E-111

FEMALE

TOILET

1D-149

FEMALE

LOCKER

1D-148

NURSE

PRACTITIONER

OUT PATIENT

MHSC

1D-132

FEMALE

TOILET

1C-101

OPMH

WAITING

1D-146

SOCIAL

WORKER

1D-133

MENTAL HEALTH

CLINIC NURSE

1D-135

RECEPTION

1D-145

WORK

RM

1D-144

OPMH

PHYSICIAN

1D-137

SOCIAL

WORKER

1D-139

INPT

DIRECTOR

1D-141

OFFICE

CWT

1D-143

PSYCHOLOGIST

1D-142

PSYCHOLOGIST

1D-140

CLINICAL

SOCIAL

WORKER

1D-138

OPMH

PHYSICIAN

1D-136

SOCIAL

WORKER

1D-134

HAC

1D-131

SOCIAL

WORKER

1D-130B

SCHEDULER/

QA/OPS/

ER PREP

1D-130A

ER SITE DIR./

PROGRAM DIR.

1D-130

OPEN

OFFICE

1D-128

NURSE

SPECIALIST/

CLINIC COORD.

1D-126

CONFERENCE

RM

1D-129

ER DEPT.

CHIEF

1D-127

ER MED.

ASST.

1D-127A

REGISTERED

NURSE

MGR

1D-125 UNISEX

TOILET

1D-123A

CT SCANNER

CONTROL

1G-140

CT EXAM RM

1G-139

CT EXAM RM

1G-138

CORRIDOR

C1G-15

STORAGE

1G-137

SPEC PRO/

VACULAR

1G-149

OBSERVATION

CONTROL

1G-153

SPEC PRO/

CARDIAC

1G-155

CORRIDOR

C1G-19

STAFF

1Y-118

SECRETARY

CATH LAB

1Y-117

HOUSE

KEEPING

1Y-116

OFFICE

1Y-120

MAMMOGRAPHY

1Y-122

1Y-121

DRESSING

RM

1Y-123

SECRETARY

1Y-124

CORRIDOR

C1Y-3

CORRIDOR

C1Y-2

MRI

READING RM

1Y-103

OFFICE

1Y-102

RECEPTION

1Y-101WAITING

1Y-100

FILM VIEWING

1G-231STORAGE

1G-223

CORRIDOR

C1G-229

VESTIBULE

CATH LAB

1G-230

RM

1G-233

COMPUTER

RM

1G-228

CONTROL

RM

1G-232

CONTROL

RM

1G-226

CATH LAB

EXAM RM

1G-225

CLOSET

1G-227

PATIENT

HOLDING

1G-224

EQUIPMENT

STORAGE

1G-156

SUPPLY

STORAGE

1G-154

SCRUB

C1G-18

RECOVERY

1G-152

CORRIDOR

C1G-16

X-RAY

SPECIAL

VIEWING

1G-145

PROCESSOR

1G-144

EQUIP

1G-143

COMPUTER AXIAL

TOMOG SCANNER

1G-142

MECHANICAL

SVC BAY-C

1G-122

MECHANICAL

SVC BAY-E

1G-126

ELECTRICAL

SVC BAY

1G-123

ELECTRICAL

SVC BAY

1G-127

CORRIDOR

C1B-31

CORRIDOR

C1G-5

VENDING

1C-103

MALE

TOILET

1C-102

WAITING

1C-100

VESTIBULE

C1C-1

DRESSING

RM

1G-130

CORRIDOR

C1G-12

CORRIDOR

C1G-13

DRESSING

RM

1G-131

RESIDENT

OFFICE

1G-128

XRAY

1G-174

CORRIDOR

C1G-14

AUTO.

ABDOMEN

1G-173

STORAGE

1G-132

CORRIDOR

C1G-21

ULTRASOUND

SCANNING RM

1G-169

ULTRASOUND

1G-177

EXAM RM

1G-182

PATIENT

TOILET

1G-166

DRESSING

RM

1G-167

BREAK RM

1G-165

UNISEX

PATIENT TOILET

1G-159

STORAGE

1G-160

HAC

1G-161

CORRIDOR

C1G-22

RAD/FLUOR

1G-185

CORRIDOR

C1G-20

FEMALE STAFF

LOCKER

1G-157

FEMALE STAFF

TOILET

1G-158

MALE STAFF

TOILET

1G-187

MALE STAFF

LOCKER

1G-188

CARDIOLOGY

STORAGE RM

1Y-125

MECHANICAL

1Y-133

CORRIDOR

C1G-23

CORRIDOR

C1G-8

CORRIDOR

C1G-6

PROCEDURE RM

1B-194

EXAM RM

1B-193

EXAM RM

1B-192

BAR

PREPPATIENT

OFFICE

1G-178

CHIEF

TECHNOLOGIST

1G-176

ASST. CHIEF

TECHNOLOGIST

1G-175IN-PATIENT

WAITING

RECEPTION/

WAITING

FEMALE

PATIENT

TOILET

1G-125

HAC

1G-124

MALE

PATIENT

TOILET

1G-121

CUBICLE

CLINICAL

PSYCHIATRIST

1E-109

CLINICAL

PSYCHOLOGIST

1E-106

LCSW

1E-103

SOCIAL

WORKER

1E-108

OFFICE

1E-107

PSYCHIATRIST

1E-105

POST TRAUMATIC

STRESS DISORDER

CLINICAL TEAM

1E-104

STAIR

OFFICE

1E-100C

OFFICE

1E-100A

OFFICE

1E-100B

DISPATCH

RECEIVING

1E-100

ON CALL

1D-123

STAFF

TOILET

C1D-6C

IT RM

1D-124

CLOSET

C1D-6A

OFFICE

1D-151B

ADMIN

1G-183

RECEPTION

1C-105

TRIAGE

1C-108

TRIAGE

1C-107

CLEAN

STORAGE

1C-106

NURSE

STATION

1C-109

MENTAL HEALTH

1C-112

TOILET

1C-113A

MENTAL HEALTH

1C-113

WOMENS HEALTH

1C-110

TOILET

1C-113A

NURSE

STATION

1C-113

PRIVATE RM

1C-131

PRIVATE RM

1C-130

PRIVATE RM

1C-129

PRIVATE RM

1C-117A

PRIVATE RM

1C-116B

PRIVATE RM

1C-116A

CLEAN

STORAGE

1C-115

SOILED

STORAGE

1C-114

STORAGE

C1C-3

CORRIDOR

C1C-5

C A R T

OMNI

CORRIDOR

C1C-4

STAIR

CT EQUIPMENT

TOILET

1G-136

(FUT CLO

1G-135)

18 19 20 21

G

H

J

KK

L

M

S

20A

FC

FC

INDUSTRIAL

STAIR

CORRIDOR

CORRIDOR

CORRIDOR

C1D-1

CORRIDOR

CORRIDOR

C1D-11

CORRIDOR

C1D-3

CORRIDOR

C1D-4

CORRIDOR

C1D-8

CORRIDOR

C1D-6

LAUNDRY

1F-149

MED

1F-152

CLEAN

LINEN

1F-151

NURSE

STATION

1F-153

DAY ROOM

1F-156

BEDROOM 17

1F-126

TOILET

1F-127

BEDROOM 18

1F-124

TOILET

1F-125

BEDROOM 19

1F-122

TOILET

1F-123

BEDROOM 20

1F-120

TOILET

1F-121

BEDROOM 21

1F-118

TOILET

1F-119

BEDROOM 22

1F-116

TOILET

1F-117

BEDROOM 23

1F-114

TOILET

1F-115

CONFERENCE

RM

1F-112

TOILET

1F-113

CORRIDOR

1F-110

CLEAN EQUIPMENT

1F-159

TOILET

1F-157

VESTIBULE

1F-158

ELECTRICAL

SVC BAY

1F-187

MECHANICAL

SVC BAY-D

1F-186

OFFICE

1F-109A

OFFICE

1F-108

OFFICE

1F-107

OPMH

GROUP RM

1D-115

OFFICE

1F-109B

STORAGE

1F-105

STORAGE

1F-105

NURSE MGR

1D-102

SOILED

LINEN

1D-103

TRASH

1D-101

OFFICE

1D-100

OFFICE

1D-112

STORAGE

1D-111

TOILET

1D-110

OFFICE

1D-109

OPEN

OFFICE

1D-104

TOILET

1D-106

OFFICE

1D-105

OFFICE

1D-107

OMPH

PHYSICIAN

1D-114

STORAGE

1D-108

CONFERENCE

1D-113

ELECTRICAL

SVC BAY

1D-154

COPY/WORK

RM

1D-147

ADMIN

STORAGE

1D-147A

SECRETARY

1D-150

CHIEF OF

PSYCHIATRIC

SVC

1D-151

ADMIN

OFFICER

1D-152

MECH

SVC

BAY-W

1D-153

MALE

TOILET

1D-155

FEMALE

TOILET

1D-156

C & L

DIRECTOR

1D-158

RESIDENT

C & L 1D-157

CHECK IN

OFFICE

1D-159

CHECK-IN

1D-160

SLEEP LAB

DIRECTOR

1D-161

ADMINISTRATIVE

CONFERENCE

RM

1D-162

OMPH

PHYSICIAN

1D-163

DAY RM

1E-111

FEMALE

TOILET

1D-149

FEMALE

LOCKER

1D-148

NURSE

PRACTITIONER

OUT PATIENT

MHSC

1D-132

FEMALE

TOILET

1C-101

OPMH

WAITING

1D-146

SOCIAL

WORKER

1D-133

MENTAL HEALTH

CLINIC NURSE

1D-135

RECEPTION

1D-145

WORK

RM

1D-144

OPMH

PHYSICIAN

1D-137

SOCIAL

WORKER

1D-139

INPT

DIRECTOR

1D-141

OFFICE

CWT

1D-143

PSYCHOLOGIST

1D-140

CLINICAL

SOCIAL

WORKER

1D-138

OPMH

PHYSICIAN

1D-136

SOCIAL

WORKER

1D-134

HAC

1D-131

SOCIAL

WORKER

1D-130B

SCHEDULER/

QA/OPS/

ER PREP

1D-130A

ER SITE DIR./

PROGRAM DIR.

1D-130

OPEN

OFFICE

1D-128

NURSE

SPECIALIST/

CLINIC COORD.

1D-126

CONFERENCE

RM

1D-129

ER DEPT.

CHIEF

1D-127

ER MED.

ASST.

1D-127A

REGISTERED

NURSE

MGR

1D-125 UNISEX

TOILET

1D-123A

CT SCANNER

CONTROL

1G-140

CT EXAM RM

1G-139

CT EXAM RM

1G-138

CORRIDOR

C1G-15

STORAGE

1G-137

CORRIDOR

C1G-19

STAFF

1Y-118

SECRETARY

CATH LAB

1Y-117

HOUSE

KEEPING

1Y-116

OFFICE

1Y-120

MAMMOGRAPHY

1Y-122

1Y-121

DRESSING

RM

1Y-123

SECRETARY

1Y-124

CORRIDOR

C1Y-3

CORRIDOR

C1Y-2

MRI

READING RM

1Y-103

OFFICE

1Y-102

RECEPTION

1Y-101WAITING

1Y-100

FILM VIEWING

1G-231STORAGE

1G-223

CORRIDOR

C1G-229

VESTIBULE

CATH LAB

1G-230

RM

1G-233

COMPUTER

RM

1G-228

CONTROL

RM

1G-232

CONTROL

RM

1G-226

CATH LAB

EXAM RM

1G-225

CLOSET

1G-227

PATIENT

HOLDING

1G-224

PROCESSOR

1G-144

EQUIP

1G-143

COMPUTER AXIAL

TOMOG SCANNER

1G-142

MECHANICAL

SVC BAY-C

1G-122

MECHANICAL

SVC BAY-E

1G-126

ELECTRICAL

SVC BAY

1G-123

ELECTRICAL

SVC BAY

1G-127

CORRIDOR

C1B-31

CORRIDOR

C1G-5

VENDING

1C-103

MALE

TOILET

1C-102

WAITING

1C-100

VESTIBULE

DRESSING

RM

1G-130

CORRIDOR

C1G-12

CORRIDOR

C1G-13

DRESSING

RM

1G-131

RESIDENT

OFFICE

1G-128

XRAY

1G-174

CORRIDOR

C1G-14

AUTO.

ABDOMEN

1G-173

STORAGE

1G-132

CORRIDOR

C1G-21

ULTRASOUND

SCANNING RM

1G-169

ULTRASOUND

1G-177

EXAM RM

1G-182

PATIENT

TOILET

1G-166

DRESSING

RM

1G-167

BREAK RM

1G-165

UNISEX

PATIENT TOILET

1G-159

STORAGE

1G-160

HAC

1G-161

CORRIDOR

C1G-22

RAD/FLUOR

1G-185

CORRIDOR

C1G-20

FEMALE STAFF

LOCKER

1G-157

FEMALE STAFF

TOILET

1G-158

MALE STAFF

TOILET

1G-187

MALE STAFF

LOCKER

1G-188

CARDIOLOGY

STORAGE RM

1Y-125

MECHANICAL

1Y-133

CORRIDOR

C1G-23

CORRIDOR

C1G-8

CORRIDOR

C1G-6

FEMALE

PATIENT

TOILET

1G-125

HACMALE

CUBICLE

CLINICAL

PSYCHIATRIST

1E-109

CLINICAL

PSYCHOLOGIST

1E-106

LCSW

1E-103

SOCIAL

WORKER

1E-108

OFFICE

1E-107

PSYCHIATRIST

1E-105

POST TRAUMATIC

STRESS DISORDER

CLINICAL TEAM

1E-104

STAIR

OFFICE

1E-100C

OFFICE

1E-100A

OFFICE

1E-100B

DISPATCH

RECEIVING

1E-100

ON CALL

1D-123

STAFF

TOILET

C1D-6C

C1D-6A

OFFICE

1D-151B

ADMIN

1G-183

RECEPTION

1C-105

TRIAGE

1C-108

TRIAGE

1C-107

NURSE

STATION

1C-109

MENTAL HEALTH

1C-112

TOILET

1C-113A

MENTAL HEALTH

1C-113

WOMENS HEALTH

1C-110

TOILET

1C-113A

NURSE

STATION

1C-113

PRIVATE RM

1C-131

PRIVATE RM

1C-130

PRIVATE RM

1C-129

PRIVATE RM

1C-116B

PRIVATE RM

1C-116A

CLEAN

STORAGE

1C-115

SOILED

STORAGE

1C-114

STORAGE

C1C-3

CORRIDOR

C1C-5

C A R T

OMNI

CORRIDOR

C1C-4

CT EQUIPMENT

TOILET

1G-136

(FUT CLO

1G-135)

18 19 20 21

G

H

J

KK

L

M

S

20A

XXX SF

X

XXX XXX

OCCUPANT LOAD TAG

ROOM AREA

LOAD FACTOR/

OCCUPANT LOAD

USE GROUP

FIRE EXTINGUISHER CABINET

FEC

EGRESS CAPACITY TAG

XX" DOOR

XX"

INCH/PERSON

XXX PEOPLE

X'-XX"MAX TRAVEL DISTANCE

REQUIRED EXIT

E

LIFE SAFETY LEGEND

EXIT SIGN

NIC

3548 SF

PHASE 1

557 SF

PHASE 2

557 SF

PHASE 1

1238 SF

PHASE 3

565 SF

PHASE 4

169 SF

B

1G-155

164 SF

B

1G-156

10 SF

B

1G-162

140 SF

B

C1G-18

66 SF

S

1G-154

727 SF

B

1D-119

290 SF

B

1D-118

178 SF

S

1D-117

183 SF

S

1D-122

55 SF

S

1G-148

72 SF

S

1G-145

S2H-1

182 SF

S

1D-121

83 SF

B

1G-151

94'- 5"

E

CLEAR

6' - 0 1/4"

/4

E

FEC

FEC

731 SF

B

1D-116

FIRE RATED GLASS

C L E

A R

/4 "D

IAG

O N

AL D

ISTAN

C E= 143'

201 SF

S

1D-120

D

ISTAN

C

E BETW

EEN

EXITS= 48'

WALL LEGEND

1 HR. FIRE BARRIER

1 HR. SMOKE BARRIER

2 HR. FIRE BARRIER (PER EXISTING FIRE PLAN)

CORRIDOR SMOKE PARTITION

BUILDING REGULATION DATA

IBC 2018

USE GROUP

I2: INSTITUTIONAL

CONSTRUCTION TYPE TABLE 601

TYPE 1B FULLY SPRINKLERED

STRUCTURAL FRAME: 2 HOURS

BEARING WALLS: 2 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 HOURS

BUILDING AREA AND HEIGHTS

TABLE 504.3, .4, 506.2

STORIES: 5

HEIGHT: 180'

AREA: UNLIMITED

HAZARDOUS AREAS TABLE 509

WASTE AND LINEN COLLECTION ROOMS IN USE

GROUP I-2 : 1 HOUR

SECTION 407 GROUP I-2

TRAVEL DISTANCE MAX 200'x0" TO BARRIER DOOR.

407.3 CORRIDOR WALL CONSTRUCTION

CORRIDOR WALLS SHALL BE CONSTRUCTED AS

SMOKE PARTITIONS

407.5 SMOKE BARRIERS

SMOKE BARRIERS SHALL BE PROVIDED TO

SUBDIVIDE EVERY STORY INTO NO FEWER THAN 2

AN AREA OF NO MORE THAN 22,500 SF.

SMOKE BARRIER DOOR TABLE 716.5

1/3 HOUR

MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2

B: 200 FEET WITH SPRINKLER SYSTEM

SECTION 1007.1.1 : EXIT AND EXIT ACCESS

DOORWAYS

TWO EXITS ARE REQUIRED SEPARATION

DISTANCE 1/3 THE DIAGONAL WITH SPRINKLER

SYSTEM

EGRESS WIDTH

1005.3.1 STAIRWAYS CAPACITY IS OCCUPANT

LOAD x .2 INCHES

1005.3.2 CORRIDORS CAPACITY IS OCCUPANT

LOAD x .15 INCHES

MINIMUM CORRIDOR WIDTH TABLE 1018.2

44 INCHES

96 INCHES GROUP I-2 WHERE REQUIRED FOR

BED MOVEMENT

SHAFT ENCLOSURE 713.4

SHAFT SHALL HAVE FIRE-RESISTANT ROOFING

OF NOT LESS THAN 1 HOUR WHEN

CONNECTING LESS THAN 4 STORIES.

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

FIRE RESISTANCE RATINGS

NFPA 220 2015 ED TABLE 4.1.1

TYPE 2 (222)

BEARING WALLS 2 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 2 HOURS

(SUPPORTING ROOF ONLY 1 HOUR)

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 2 HOURS

(SUPPORTING ROOF ONLY 1 HOUR)

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 HOURS

NUMBER OF STORIES TABLE 18.1.6.1

UNLIMITED

NOTE (3) - INTERSTITIAL SPACES USED

SOLELY FOR BUILDING OR PROCESS

SYSTEMS DIRECTLY RELATED TO THE

LEVEL ABOVE OR BELOW ARE NOT

CONSIDERED A SEPARATE STORY.

HAZARDOUS AREA PROTECTION TABLE

18.3.2.1

ROOMS WITH SOILED LINEN IN VOLUME

GREATER THAN 64 GAL: 1 HOUR

STORAGE ROOMS GREATER THAN 50 SF

AND LESS THAN 100 SF STORING

COMBUSTIBLE MATERIAL PROVIDE SMOKE

PARTITION

STORAGE ROOMS GREATER THAN 100 SF W/

COMBUSTIBLE MATERIAL: 1 HOUR

ROOMS WITH COLLECTING TRASH IN

VOLUME EXCEEDING 64 GAL: 1 HOUR

CONSTRUCTION OF CORRIDOR HALLS

18.3.6.2.3

CORRIDOR WALLS SHALL FORM A BARRIER

TO BLOCK THE TRANSFER OF SMOKE.

CORRIDOR WALLS PERMITTED TO

TERMINATE AT INTERSTITIAL LEVEL.

19.3.6.2.4 & 19.3.6.2.6

SUB DIVISION OF BUILDING SPACE 18.3.7

EVERY STORY OF AMBULATORY

HEALTHCARE FACILITY SHALL DIVIDE INTO

NOT LESS THAN 2 SMOKE COMPARTMENTS

NOT EXCEEDING 22,500SF

TRAVEL DISTANCE FROM ANY POINT TO

REACH SMOKE BARRIER DOOR : 200'-0"

SMOKE BARRIER DOOR EXHIBIT 18.3.7.6

DOORS IN SMOKE BARRIERS SHALL BE 1

3/4"SOLID BONDED WOOD DOOR OR 20

MINUTE FIRE RATED DOORS.

LATCHING HARDWARE NOT REQUIRED

18.3.7.8

NFPA 101 2018

INTERNATIONAL BUILDING CODE (IBC 2018)

NFPA-101 LIFE SAFETY CODE (2018)

NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION (2018)

NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2013)

NFPA-70 NATIONAL ELECTRIC CODE (2015)

NFPA-101 LIFE SAFETY CODE (2018) CHAPTER 43.6 RECONSTRUCTION

APPLICABLE CODES AND STANDARDS:

MEANS OF EGRESS:

TRAVEL DISTANCE TO EXIT 18.2.6.2.1

TRAVEL DISTANCE SHALL NOT EXCEED 200

FEET WITH SPRINKLER SYSTEM

NUMBER OF MEANS OF EGRESS 18.2.4.2

NOT LESS THAN 2

SEPARATION DISTANCE NOT LESS THAN 1/3 THE

DIAGONAL 7.5.1.3.3

EGRESS WIDTH TABLE 7.3.3.1

STAIRWAYS : OCCUPANCY LOAD x .3 INCHES CORRIDORS : OCCUPANCY LOAD x .2 INCHES

DIAGONAL DISTANCE 7.5.1.3.3

THE MINIMUM SEPARATION 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 OF THE LENGHT OF THE MAXIMUM

OVERALL DIAGONAL DIMENSION OF THE

BUILDING OR AREA TO BE SERVED.

CAPACITY OF MEANS OF EGRESS 18.2.3.4

SHALL NOT BE LESS THAN 8' CLEAR

18.2.3.4 (1) MINIMUM WIDTH OF 44 INCHES IN

NON PATIENT AREAS

SHAFT 8.6.5 ITEM 2

SHAFTS LESS THAN 4 STORIES SHALL HAVE 1-

HOUR FIRE BARRIER.

FINISH REQUIREMENTS (NFPA 101 10.2.2):

EXIT ENCLOSURES/EXIT PASSAGEWAYS:

CLASS A OR B

EXIT ACCESS CORRIDORS & OTHER EXIT WAYS:

CLASS A OR B

ROOMS & ENCLOSED SPACES:

CLASS A, B, OR C

FLOORS IN EXIT ENCLOSURES, EXIT

PASSAGEWAYS AND CORRIDORS (OTHER THAN

WOOD, VINYL, LINOLEUM, AND RESILIENT

FLOORS W/O FIBER MATERIALS):

CLASS I OR II

FIRE PROTECTION:

AUTOMATIC SPRINKLER SYSTEMS: FULLY

SPRINKLERED

PORTABLE FIRE EXTINGUISHERS (NFPA 10):

CLASS ABC TYPE, MIN RATING 2-A

WHERE INDICATED ON LIFE SAFETY PLAN

MAXIMUM TRAVEL DISTANCE TO FEC: 75'

STRUCTURAL STEEL FIRE PROOFING: UL N706

IBC 2018

USE GROUP

B: BUSSINESS AMBULATORY

CONSTRUCTION TYPE TABLE 601

TYPE 1B FULLY SPRINKLERED

STRUCTURAL FRAME: 2 HOURS

BEARING WALLS: 2 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 HOURS

BUILDING AREA AND HEIGHTS

TABLE 504.3, .4, 506.2

STORIES: 5

HEIGHT: 180'

AREA: UNLIMITED

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

FIRE RESISTANCE RATINGS

NFPA 220 2015 ED TABLE 4.1.1

TYPE 2 (222)

BEARING WALLS 2 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 2 HOURS

(SUPPORTING ROOF ONLY 1 HOUR)

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 2 HOURS

(SUPPORTING ROOF ONLY 1 HOUR)

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 HOURS

NUMBER OF STORIES TABLE 18.1.6.1

UNLIMITED

DIAGONAL DISTANCE: 138'

MINIMUM DISTANCE BETWEEN EXITS: 46'

DISTANCE BETWEEN EXITS: 46'

NFPA 101 2018

EXISTING BUILDING DATA:

11053 SF

SMOKE

COMPARTMENT

16143 SF

SMOKE

COMPARTMENT

CONCRETE FLOOR

MINIMUM 4-1/2"

THICKNESS

IN 2 HR. FIRE-RATED WALL

ASSEMBLIES, FOAM BACKER

ROD FRICTION-FIT INTO JOINT

OPENING AND RECESSED A

MINIMUM 5/8" FORM EACH SURFACE

OF WALL.

MINERAL WOOL INSULATION (MINIMUM

4.0 PCF) FIRMLY PRESSED INTO THE

FLUTES OF THE STEEL DECK AS A

PERMANENT FORM.

GYPSUM WALLBOARD/

STUD WALL ASSEMBLY

MAXIMUM 3" DEEP FLUTED

GALVANIZED STEEL DECK

WITH MINIMUM 2-1/2" THICK

REINFORCED CONCRETE

FLOOR.

UL SYSTEM HW-D-0262

FOR FLUTED STEEL DECK/

CONCRETE FLOOR ASSEMBLY

AND GYPSUM WALLBOARD WALL

1 &2 HR. RATING

JOINT WIDTH: 1" MAXIMUM

TYPE A OR AS: MINIMUM 5/8" THICKNESS

OF FILL MATERIAL APPLIED WITHIN JOINT

OPENING ON EACH SIDE OF THE WALL,

FLUSH WITH EACH SURFACE OF THE WALL.

GYPSUM WALLBOARD/

STUD WALL ASSEMBLY

MAXIMUM 3" DEEP FLUTED

GALVANIZED STEEL DECK

WITH MINIMUM 2-1/2" THICK

REINFORCED CONCRETE

FLOOR.

TYPE A OR AS: MINIMUM

5/8" THICKNESS OF FILL

MATERIAL APPLIED

WITHIN JOINT OPENING

ON EACH SIDE OF THE

WALL, FLUSH WITH EACH

SURFACE OF THE WALL.

MINERAL WOOL INSULATION

(MINIMUM 4.0 PCF) FIRMLY

PRESSED INTO THE FLUTES

OF THE STEEL DECK AS A

PERMANENT FORM.

FLOOR SYSTEM

SPRAY ON

FIREPROOFING

2 HR SPRAY ON FIREPROOFING

14461 SF

SMOKE

COMPARTMENT

13867 SF

SMOKE

COMPARTMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:4

:1

A

M

GI101

LIFE SAFETY PLANS - LEVEL 1 CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

1/16" = 1'-0"

PHASING DIAGRAM

1/8" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN

OCCUPANT LOAD

USE GROUP

OCCUPANCY

FACTOR AREA

OCCUPANY

LOAD

205 SF 0

B 100 2313 SF 27

S 300 966 SF 8

3484 SF 35

1" = 30'-0"

EXISTING SMOKE COMPARTMENT PLAN GI101 1 1/2" = 1'-0"

1 FIRE STOPPING DETAIL - METAL DECK

1" = 30'-0"

NEW SMOKE COMPARTMENT PLAN

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

Q

P

171615

M.4

N

Nn M.9

18.2 18.5

M

TYP.

TYP.

TYP.

TYP.

L 1D-119

1D-118 1D-117 1D-116

1D-122

1D-121

1D-120C1D-5

1G-149

1G-148

C1G-16

S2H-1

TYP.

2' - 1"

TYP.

K.9 K.9

P

N

Nn

1G-145

1G-152

TYP.

TYP.

201918

Q

P

N

Nn

1G-153

1G-154 1G-156

1G-155

C1G-18

1G-152

TYP.

TYP.

TYP.

Nn

M.9

1G-152

TYP.

M.4

N

Nn

M.9

18.2 18.5

M

L

EXISTING

ROOF

BELOW

1.2D-101

S2H-1

K.9 K.9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:3

:5

A

M

AD101

DEMOLITION PLANS - FIRST FLOOR AND

INTERSTITIAL LEVEL - PHASE 1 TO 4

CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

DEMOLITION GENERAL NOTES

DEMOLITION NOTES

DEMOLITION SCHEDULE - PHASE 1

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

1D-116 CPT RB PNT GWB ACT 1

1D-117 CPT RB PNT GWB ACT 1

1D-118 CPT RB PNT GWB ACT 1

1D-119 TILE TILE PNT GWB / TILE GWB 1

1D-120 VT RB PNT GWB ACT/ GWB 1

1D-121 VT RB PNT GWB ACT/ GWB 1

1D-122 TILE TILE PNT GWB/ TILE GWB 1

1G-148 VT RB PNT GWB ACT 1

1G-149 SV SV PNT GWB/ WP GWB 1

C1D-5 ETR ETR ETR ETR 3

C1G-16 VT RB PNT GWB ACT 1, 2

S2H-1 ETR ETR ETR ETR 3

DEMOLITION REMARKS

1 REMOVE WALLS ONLY AS INDICATED ON PLAN.

2 REMOVE FINISHES ONLY AS REQUIRED TO ACCOMODATE NEW WORK.

3 NO DEMOLITION ANTICIPATED AT THIS ROOM.

4 REMOVE CEILING FOR PM & R WORK.

1 PROVIDE ICRA, TEMPORARY, 1 HR FIRE RATED WHERE SHOWN, FULL HEIGHT PARTITION WITH 1/3 HR RATED

DOOR AND FRAME. DEMOLIISH UPON DIRECTION OF THE COR. COORDINATE WITH NEW WORK.

2 REMOVE EXISTING BRICK PAVERS AND CONCRETE WALK AS INDICATED. FIELD VERIFY EXTENT.

3 REMOVE PORTION OF WALL TO PROVIDE OPENING FOR NEW DOOR. COORDINATE SIZE WITH NEW WORK PLAN

AND DOOR SCHEDULE.

4 REMOVE DOOR AND FRAME COMPLETE.

5 REMOVE EXISTING INTERIOR/ EXTERIOR PARTITION AT EXTENT SHOWN DASHED.

6 REMOVE BRICK VENEER ONLY AT NEW CONSTRUCTION LIMITS, SEE WALL SECTIONS AND DETAILS

7 REMOVE EXISTING WINDOW SYSTEM COMPLETE. REMOVE EXISTING EXTERIOR WALL CONSTRUCTION.

8 REMOVE PLUMBING FIXTURES COMPLETE, SEE PLUMBING DRAWINGS.

9 REMOVE CASEWORK COMPLETE.

10 REMOVE CORNER GUARDS AND DRY WALL FROM POST TO DETERMINE CONTENT

11 REMOVE WINDOW FRAME COMPLETE

12 REMOVE AND SALVAGE EXISTING DOOR, FRAME, AND HARDWARE

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE

START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING

WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND

STRIPPED OF WAX IN ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM

WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING

ADJACENT SURFACES AND READY TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR

AND TURNED OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS

REQUIRED TO PREPARE THE MATERIAL FOR NEW WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE

NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING

SYSTEM. SEE ELECTRICAL DRAWINGS TO SCHEDULE WORK.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY

CONTRACTOR.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST TO 2ND = 12'-10 5/8", 2ND

TO 3RD = 11'-9 1/4".

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION

INFORMATION PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA WALL INFORMATION SEE SHEETS ICRA-102.1 AND ICRA-102.2.

• PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING CONDITIONS DURING DEMOLITION. REFER

TO STRUCTURAL GENERAL NOTES FOR MORE INFORMATION.

DEMOLITION SCHEDULE - PHASE 2

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

1G-145 VT RB PNT GWB ACT 1, 2

1G-152 SV SV PNT GWB ACT 1, 2

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - PHASE 1

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - PHASE 2

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - PHASE 3

1/8" = 1'-0"

LEVEL 1 - DEMOLITIONPLAN - PHASE 4

DEMOLITION SCHEDULE - PHASE 3

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

1G-153 VT RB PNT GWB ACT 1

1G-154 VT RB PNT GWB ACT 1

1G-155 SV RB PNT GWB/ WP ACT 1

1G-156 VT RB PNT GWB/ WP ACT 1

C1G-18 VT RB PNT GWB ACT 2

DEMOLITION SCHEDULE - PHASE 4

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

1G-152 SV SV PNT GWB ACT 1, 2

1/8" = 1'-0"

LEVEL 1.2 INTERSTITIAL - DEMOLITION PLAN

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

Q

P

171615

M.4

N

Nn

1D-119

1D-1191D-116

1D-117

1D-118A

1D-118B

1D-122

1G-148 S2H-1

17.7 18.2 18.5

M

AE201

AE201

1D-121

G

-1

C1G-15

C1G-15

NURSE

AE2012

AE201

AE201

AE201

1D-116

1D-118

1D-117

1D-122

1G-148

C1D-9

C1D-10

S2H-1

L

17.1 18.3

6'-0" MIN

/8

/8

/8

/4

/4

10' - 8" 16' - 4 1/2" 16' - 3 3/4" 7' - 2 1/2"

± 8' - 1 5/8" 5' - 7" 3' - 4 1/8"

/4

/8

17' - 10" 26' - 10" 10 1/4"

A1A1

/4 "2' - 7 3/4"

M351_1L

M3_1

M351_L

M351_L

M3

M351

M351

M3_1 M3_1

M3

M3

M1

M1

M1

A2

M351_C

M.6

1D-118C

TYP.

M1

M351

M351_L

TYP.

M1

M1

9 9

1D-121

AE501

B

1G-152H 1G-152G

M.1

M.1

10 1/2"

M355_2

M355_2

AE501

AE501

M6

1D-120

1' - 5 1/2" 27' - 3 1/2"

/2

/4

1D-120

M3_1

M3_1

/1

F O

F

FOF

13' - 0"

F O

F

FOF

12' - 10"

1D-142

1D-142 SW248_1

M351_L M351

M1

M1

M3

M355_2

13' - 9" 12' - 0"

1D-124

1D-124

3' - 0"

K.9

F O

F

-0

M

IN

/8

/4

/4

5' - 3" 5' - 0"

C1D-9

M1 M1

P

171615

M.4M.4

N

M.9

18.2 18.5

G

-1

1G-146

S2H-1

NURSE

C1G-16

M351_1

M351_1

AE111

/8

1G-147

1G-147

1G-146

G

-1

C L E

A R

M.6

6' - 10"

M351

/4

M3B

M351

M351

A5090

GB1

A5200

A5075

A5080

GB4

A1067

1' - 8" 7' - 2 7/8"

AI2018

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:3

:5

A

M

AE111

NEW WORK PLAN - PHASE 1 & 2 CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP DJP/SKC

BID DOCUMENTS

2019−12−17

GENERAL NEW WORK NOTES

NEW WORK NOTES#

WALL TYPE SCHEDULE

Type Mark STC DESCRIPTION

FIRE

RATING UL REMARKS

M1 N/A 1 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB AT ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A -

M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3_1 40 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES. EXTEND

WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U419 PROVIDE 3" STENCILED WITH 3/8" STROKE TEXT EVERY 8' O.C. READING "1 HR FIRE BARRIER" AS REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE SEALANT AT

RUNNER AND HEAD PRIOR TO INSTALLATION OF GWB

M3B N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3H N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO 3'-6" ABOVE FINISHED FLOOR. PROVIDE 3-5/8" STEEL POST INSIDE

WALL FOR STABILITY

N/A N/A

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND GWB TO 4"

ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE OF DECK OR

STRUCTURE ABOVE AT 48" O.C. MAX

N/A N/A

M351 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB BOTH SIDES. PROVIDE 3" SAFB

CREASED MINERAL WOOL. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE

N/A N/A PROVIDE SOUND INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE ACOUSTICAL SEALANT AT ALL WALL

PENETRATIONS.

M351_1L 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD LINED

GWB ROOM SIDE. PROVIDE 3" SAFE CREASED MINERAL WOOL. EXTEND WALL

ASSEMBLY TO UNDERSIDE OF DECK ABOVE

1 HR U419 PROVIDE 3" STENCILED WITH 3/8" STROKE TEXT EVERY 8' O.C. READING "1 HR PARTITION" AS REQUIRED BY BUILDING CODE. PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F. PROVIDE SOUND INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO

INSULATION OF GWB. PROVIDE ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

M351_C 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES. PROVIDE

3" MINERAL WOOL INSULATION. EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE

SMOKE

PARTITION

U419 PROVIDE 3" STENCILED WITH 3/8" STROKE TEXT EVERY 8' O.C. READING "SMOKE PARTITION" AS REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO INSTALLATION OF GWB. PROVIDE ACOUSTICAL SEALANT AT ALL

WALL PENETRATIONS.

M351_L 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD LINED

GWB ROOM SIDE. PROVIDE 3" SAFB CREASED MINERAL WOOL. EXTEND WALL

ASSEMBLY TO UNDERSIDE OF DECK ABOVE

N/A U419 PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F. PROVIDE SOUND INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE

ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

M355_2 55 3 5/8" METAL STUDS AT 16" O.C, 2 LAYERS 5/8" FIRE RATED GWB ONE SIDE, 1

LAYER 5/8" FIRE RATED GWB, RC-1 CHANNEL ONE SIDE 24" OC, 3" CREASED

MINERAL WOOL INSULATION, EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE.

2 HR U419 PROVIDE 3" STENCILED WITH 3/8" STROKE TEXT EVERY 8' O.C. READING "2 HR FIRE RATED BARRIER" AS

REQUIRED BY BUILDING CODE.PROVIDE FIRE SAFING AT ALL VOIDS.

SW248_1 N/A 2 1/2" METAL C-H STUDS AT 24" O.C. MAX. ,1 LAYER OF 1/2" FIRE RATED GWB ON

ONE SIDE , 1 LAYER OF 1" FIRE RATED GWB ON ONE SIDE, 1" SOUND BATTS IN

CAVITY. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U415 PROVIDE 6" STENCILED WITH 3/8" STROKE TEXT EVERY 8' O.C. READING "2 HR FIRE RATED BARRIER" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE.

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION.

ADJUSTMENTS TO DIMENSIONS AND CONDITIONS SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF

CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS

AND/OR SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING AND ITS OCCUPANTS DURING THE CONSTRUCTION

PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL

NOT INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT THE SPREAD

OF DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE IN ACCORDANCE WITH VAMC'S EXISTING ROOF

WARRANTY. COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE COR.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET CAN BE REFERENCED FROM SHEET A000.

1 ALIGN NEW WORK FLUSH WITH EXISTING ADJACENT SURFACES.

2 PROVIDE ICRA, TEMPORARY, 1 HR FIRE RATED WHERE SHOWN, FULL HEIGHT PARTITION WITH 45 MIN RATED DOOR

AND FRAME. DEMOLIISH UPON DIRECTION OF THE COR.

3 PROVIDE WALL TO WALL AND FLOOR TO FLOOR EXPANSION JOINT WITH COVER.

4 EQUIPMENT ORIENTATION POINT OF PATIENT TABLE AT FLOOR. SEE SIEMENS DRAWINGS FOR ADDITIONAL

INFORMATION

5 CUBICLE CURTAIN TRACK TYPICAL

6 EQUIPMENT ISOCENTER, SEE SIEMENS DRAWINGS

7 PROVIDE 5/8" LEAD LINED GWB AT ROOM SIDE.

8 PROVIDE METAL GATE 7' TALL

9 PROVIDE 4 SF BLOCKING FOR FUTURE WALL MOUNT EQUIPMENT. COORDINATE LOCATION WITH COR PRIOR TO

CLOSING WALL.

10 INFILL EXISTING DOOR OPENING WITH METAL STUDS AND GWB TO MATCH EXISTING.

1/8" = 1'-0"

LEVEL 1 - NEW WORK PLAN - PHASE 1

ROOM LEGEND - PHASE 1

NUMBER NAME

1D-116 SPECIAL PROCEDURE

1D-117 EQUIPMENT ROOM

1D-118 CONTROL ROOM

1D-119 SPECIAL PROCEDURE

1D-120 STORAGE

1D-121 UPS ROOM

1G-151 IV PREP

1G-152G PREP & RECOVERY

C1G-15 CORRIDOR

1/8" = 1'-0"

LEVEL 1 - NEW WORK PLAN - PHASE 2

ROOM LEGEND - PHASE 2

NUMBER NAME

1G-145 SOILED

1G-146 TOILET

1G-147 TOILET

C1G-16 CORRIDOR

3/8" = 1'-0"

TOILET PLAN - TYPICAL

***THESE NOTES APPLY TO SHEETS AE111 AND AE112 EXCLUSIVELY***

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

201918

Q

P

N

Nn

18.5

G

-1

G

-1

M351

M351

M351

M351

1G-155

1G-156

1G-162

C1G-18

G

-1

1G-147

1G-146 1G-152

1G-151

C1G-15 C1G-16A

C1G-16

NURSE

/2

TYP

2' - 0"

16' - 1 1/8"

3' - 9 1/4"

1TYP

4' - 7 5/8" 3' - 4"

M.6

2' - 2"3' - 4" 13' - 0"

1 M3H

M3H M3H

1G-152C

1G-152D

1G-152E

C1G-16B

1G-152F

M3

16' - 6"

TYP.

2019181716

M.9

18.5

1G-154

M351

1G-154

1G-153

1G-155

1G-156

1G-162

C1G-18

1G-145

1G-147

1G-146

1G-151

1G-153

M351

M351

C L E

A R

"10' - 1 9/16"

/2

/4

M.6

9 9

1G-152A 1G-152B

1G-152H 1G-152G

1G-152D

1G-152F

1G-152E

1G-152C

C G

-1

M.4

N

M.9

M

L

17.1 18.3

M.6

AE301

SLOPE

1/4" / 1'-0"

MIN, TYP

RIDGE

AE301

AE301

M.1

EXISTING NEW

K.9 K.9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:3

:5

A

M

AE112

NEW WORK PLAN - PHASE 3 & 4, ROOF PLAN CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

GENERAL NEW WORK NOTES

NEW WORK NOTES#

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION.

ADJUSTMENTS TO DIMENSIONS AND CONDITIONS SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF

CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS

AND/OR SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING AND ITS OCCUPANTS DURING THE CONSTRUCTION

PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL

NOT INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT THE SPREAD

OF DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE IN ACCORDANCE WITH VAMC'S EXISTING ROOF

WARRANTY. COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE COR.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET CAN BE REFERENCED FROM SHEET A000.

1 ALIGN NEW WORK FLUSH WITH EXISTING ADJACENT SURFACES.

2 PROVIDE ICRA, TEMPORARY, 1 HR FIRE RATED WHERE SHOWN, FULL HEIGHT PARTITION WITH 45 MIN RATED DOOR

AND FRAME. DEMOLIISH UPON DIRECTION OF THE COR.

3 PROVIDE WALL TO WALL AND FLOOR TO FLOOR EXPANSION JOINT WITH COVER.

4 EQUIPMENT ORIENTATION POINT OF PATIENT TABLE AT FLOOR. SEE SIEMENS DRAWINGS FOR ADDITIONAL

INFORMATION

5 CUBICLE CURTAIN TRACK TYPICAL

6 EQUIPMENT ISOCENTER, SEE SIEMENS DRAWINGS

7 PROVIDE 5/8" LEAD LINED GWB AT ROOM SIDE.

8 PROVIDE METAL GATE 7' TALL

9 PROVIDE 4 SF BLOCKING FOR FUTURE WALL MOUNT EQUIPMENT. COORDINATE LOCATION WITH COR PRIOR TO

CLOSING WALL.

10 INFILL EXISTING DOOR OPENING WITH METAL STUDS AND GWB TO MATCH EXISTING.

1/8" = 1'-0"

LEVEL 1 - NEW WORK PLAN - PHASE 3

1/8" = 1'-0"

LEVEL 1 - NEW WORK PLAN - PHASE 4

ROOM LEGEND - PHASE 3

NUMBER NAME

1G-152C TRANSITIONAL BAY

1G-152D PREP/ REC BAY

1G-152E PREP/ REC BAY

1G-152F PREP/ REC BAY

1G-155 PREP & RECOVERY

1G-156 PREP & RECOVERY

1G-162 NOURISHMENT

C1G-16A CORRIDOR

C1G-16B CORRIDOR

C1G-18 NURSE STATION

ROOF NOTES

1/8" = 1'-0"

ROOF PLAN

ROOM LEGEND - PHASE 4

NUMBER NAME

1G-152A PREP/ REC BAY

1G-152B PREP/ REC BAY

1G-153 LINEN ALCOVE

1G-154 CLEAN SUPPLY

1 ROOF DRAIN, SEE PLUMBING DRAWINGS.

2 2" EXPANSION JOINT AND COVER.

3 MODIFIED BITUMEN TYPE SYSTEM ON 3" MIN TAPERED INSULATION. SLOPE 1/4" PER FOOT.

4 NEW ROOFTOP EQUIPMENT SEE MECHANICAL DWGS.

5 EXHAUST FAN SEE MECHANICAL DRAWINGS

6 PRE-MANUFACTURED METAL GRAVEL STOP

7 COUNTER SLOPE CRICKET

***THESE NOTES APPLY TO SHEETS AE111 AND AE112 NEW WORK PLANS ***

***THESE NOTES ARE EXCLUSIVE TO ROOF PLAN ON THIS SHEET***

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

2 X 2 INDIRECT

LED LIGHT FIXTURE

CEILING LEGEND

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

LINEAR DIFFUSER

2 X 4 INDIRECT

LED LIGHT FIXTURE

RECESSED CEILING LIGHT

EXIT SIGN

STRIP LIGHTING

EQUIPMENT BOOM ESCUTCHEON

SUPPLY AIR DIFFUSER

LAMINAR FLOW DIFFUSER

P

N

Nn

17.1

18.3

C1G-16

1G-147

1G-146

1G-145

M.6

9' - 0"

9' - 0" 8' - 0"

8' - 0"

Q

P

171615

M.4

N

Nn

M.9

17.7 18.5

M

1D-116

1D-118

1D-119

C1D-9

1D-121 1D-122 1G-148

C1D-9

C1D-10

S2H-1

C1G-15

G

-1

1G-152G

L

17.1 18.3

9' - 0"

8' - 0"

9' - 0"

9' - 0"

9' - 0"

1D-117

9' - 0"

9' - 0"

1G-152H

TYP.

8' - 11"

9' - 6 3/8"

9' - 0"

F O

F

FOF

12' - 10"

F O

F

/1

FOF

13' - 0"

K.9 K.9

9' - 0"

1D-120

201918

Q

P

N

Nn

1G-155

C1G-16A

1G-156

C1G-18

1G-162

9' - 0"

9' - 0"

9' - 0"

T Y

P

8' - 6"

9' - 0"

8' - 6"

TYP.

P

N

Nn

1G-154

1G-153

9' - 4 1/2"

9' - 0"

9' - 0"

8' - 0"

1G-152A 1G-152B C1G-15

T Y

P

S E

E R

C P

3 5/8" MTL STUDS

FASTENED TO

STRUCTURE ABOVE

5/8" PTD GWB,

TYP.

CEILING AS

SCHEDULED

FOR DIMENSION

SE RCP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:3

:5

A

M

AC101

REFLECTED CEILING PLAN - FIRST FLOOR CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

GENERAL CEILING NOTES

CEILING NOTES

• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND

ORDINANCES.

• CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION.

• EACH SUB CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND EVALUATE THE SCOPE OF WORK REQUIRED BY THEIR RESPECTIVE TRADE AND ANY CONFLICTS WITH OTHER TRADES. ANY CONFLICTS WILL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• CONTRACTOR SHALL COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES FOR OWNER FURNISHED OWNER

INSTALLED EQUIPMENT WITH THE OWNER.

• CONTRACTOR SHALL COORDINATE WITH WORK BEING PERFORMED UNDER SEPARATE CONTRACT BY OWNER.

• SEE FIRE PLAN FOR FIRE WALL AND SMOKE PARTITION LOCATIONS.

• ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE SEALED. COLOR TO MATCH ADJACENT MATERIALS.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.

• ALL DIMS ON CEILING PLAN ARE TAKEN FROM FACE OF FINISH.

• ALL SOFFITS TO BE PNT#1.

1 EQUIPMENT ISOCENTER, SEE SIEMENS DRAWINGS

2 EXPOSED CEILING

3 COORDINATE CEILING SYSTEM WITH MECHANICAL, ELECTRICAL, STRUCTURAL AND SIEMENS DRAWINGS

4 PROVIDE 2" CEILING EXPANSION JOINT.

5 PROVIDE 2" CEILING EXPANSION JOINT, ADJACENT TO WALL.

6 EXISTING CEILING TO REMAIN

7 CUBICULE CURTAIN TRACK, TYPICAL

8 EQUIPMENT BOOM, COORDINATE WITH STRUCTURAL AND MEP DRAWINGS

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN - PHASE 2

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN - PHASE 1

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN - PHASE 3

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN - PHASE 4

ROOM LEGEND - PHASE 1

NUMBER NAME

1D-116 SPECIAL PROCEDURE

1D-117 EQUIPMENT ROOM

1D-118 CONTROL ROOM

1D-119 SPECIAL PROCEDURE

1D-120 STORAGE

1D-121 UPS ROOM

1G-151 IV PREP

1G-152G PREP & RECOVERY

C1G-15 CORRIDOR

ROOM LEGEND - PHASE 2

NUMBER NAME

1G-145 SOILED

1G-146 TOILET

1G-147 TOILET

C1G-16 CORRIDOR

ROOM LEGEND - PHASE 3

NUMBER NAME

1G-152C TRANSITIONAL BAY

1G-152D PREP/ REC BAY

1G-152E PREP/ REC BAY

1G-152F PREP/ REC BAY

1G-155 PREP & RECOVERY

1G-156 PREP & RECOVERY

1G-162 NOURISHMENT

C1G-16A CORRIDOR

C1G-16B CORRIDOR

C1G-18 NURSE STATION

ROOM LEGEND - PHASE 4

NUMBER NAME

1G-152A PREP/ REC BAY

1G-152B PREP/ REC BAY

1G-153 LINEN ALCOVE

1G-154 CLEAN SUPPLY

AC101 1 1/2" = 1'-0"

1 SOFFIT DETAIL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

LEVEL 1

200' - 0"

ROOF

217' - 9"

17.118.3

LEVEL 1.2

211' - 4"

LEVEL 1

200' - 0"

M.4

ROOF

217' - 9"

LEVEL 1.2

211' - 4"

M.1

6 7 B

K.9

9 ROOF

217' - 9"

18.3

LEVEL 1.2

211' - 4"

T.O WALK

199' - 6"

LEVEL 1

200' - 0"

LEVEL 1.1

210' - 2 1/2"

ROOF

217' - 9"

17.7 17.118.3

EXISTINGNEW

1D-119 1D-118

AE301

AE301

LEVEL 1.2

211' - 4"

AE301

2' - 2"

3 3/4"

10 1/2"

LEVEL 1

200' - 0"

LEVEL 2

218' - 0"

LEVEL 1.1

210' - 2 1/2"

M.4 Nn

ROOF

217' - 9"

M.9

AE301

M.6

EXISTINGNEW

LEVEL 1.2

211' - 4"

M.1

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

K.9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO: 0500-0019

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

FULLY SPRINKLERED

AREA-G

AREA-D

NEW AREA

/1 /2

:4

:0

A

M

AE201

EXTERIOR ELEVATIONS, BUILING SECTION CONSTRUCT NEW EP LAB

RICHMOND, VIRGINIA

652-CSI-203

2019-12-17 DJP SKC

BID DOCUMENTS

2019−12−17

AE201 1/8" = 1'-0"

1 NORTH

AE201 1/8" = 1'-0"

2 EAST

AE201 1/8" = 1'-0"

3 SOUTH

1/4" = 1'-0"AE201

4 BUILDING SECTION - LATITUDINAL

1/4" = 1'-0"AE201

5 BUILDING SECTION - LONGITUDINAL

1 PREMANUFACTURED METAL GRAVEL STOP

2 EXHAUST FAN BEYOND SEE MECHANICAL DRAWINGS

3 LIGHTWIGHT INSULATED 4X12 BRICK ON EIFS, TYPICAL

4 2" EXPANSION JOINT WITH PREMANUFACTURED METAL COVER

5 AHU BEYOND SEE MECHANICAL DRAWINGS

6 HOLOW METAL WINDOW FRAME

7 EXISTING CONSTRUCTION BEYOND

8 EIFS HORIZONTAL CONTROL JOINT

9 1" SEPARATION JOINT, PROVIDE SEALANT AND BACKER ROD. WHERE

NEW CONSTRUCTION MEETS EXISTING.

KEY NOTES#

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

LEVEL 1

200' - 0"

ROOF

217' - 9"

AE301

AE301

AE301

3 1/2" MIN MINERAL

FIBER INSULATION

3-5/8" METAL STUDS @ 16"

O.C. HORIZ.

1-1/8" LIGHTWEIGHT

INSULATED BRICK

1/2" CEMENT BOARD

SHEATHING

2" EIFS

5/8" TYPE X GYPSUM

BOARD

PARAPET

218' - 5"

LEVEL 1.2

211' - 4"

CONCRETE WALKWAY

SLOPING AWAY FROM

BUILDING

CEILING AS SCHEDULED

K.9

10 1/8"

4"

ROOF

217' - 9"

PRE FABRICATED METAL

GRAVEL STOP WITH

CONTINUOUS CLIP 1

/8

MINERAL WOOL

INSULATION

6" METAL SYUDS AT

16" O.C HORIZON

1-1/8" LIGHTWEIGHT

INSULATED BRICK

TAPERED RIGID

INSULATION

1/2" CEMENT BOARD

SHEATHING

FLUID APPLIED, VAPOR

PERMEABLE AIR BARRIER

MODIFIED BITUMEN GRANULE

SURFACED FLASHING STRIP

INTERPLY REQUIRED FOR

WARRANTY

BASE SHEET AS

REQUIRED

FOR DESIRED WARRANTY

ROOF COVER BOARD

K.9

LEVEL 1

200' - 0"

T.O WALK

199' - 6"

5/8" GYPSUM BOARD

CONCRETE WALKWAY

SLOPING AWAY FROM

BUILDING

CONCRETE SLAB, SEE

STRUCTURAL

M

IN2

PEEL AND STICK

FLASHING CONTINUOUS

POLYISO INSULATION

CONTINUOUS AT

FOUNDATION WALL

1-1/8" LIGHTWEIGHT

INSULATED BRICK

1/2" CEMENT BOARD

SHEATHING

2" EIFS

3-5/8" METAL STUDS @ 16"

O.C. HORIZ.

FLUID APPLIED, VAPOR

PERMEABLE AIR BARRIER

1/2" COMPRESSIBLE

FILLER BOARD

METAL

FLASHING WITH

DRIP EDGE

CONT.

SEAL EXPOSED

CONCRETE WITH

WATERPROOFING, TYP

SLOPE

K.9

BOTTOM TRACK WITH SILL

SEAL

L

LEVEL 1.2

211' - 4"

1/2" CEMENT BOARD

SHEATHING

2" EIFS SYTEM

COMPOSITE FLOOR,

SEE STRUCTURAL

SPRAY ON

FIREPROOFING.

1-1/8" LIGHTWEIGHT

INSULATED BRICK

5/8" GYPSUM

BOARD TYPE X

STEEL BEAM, SEE

STRUCTURAL

FILL CVAITY WITH MINERAL

WOOL INSULATION

FLUID APPLIED, VAPOR

PERMEABLE AIR BARRIER

K.9

1/2" CEMENT

BOARD

ROOF

217' - 9"

EXISTING BRICK

VENEER

PEEL AND STICK THRU WALL

FLASHING, CONT. RUN 8" MIN

UP EXISTING SHEATHING

BASE SHEET AS REQUIRED

FOR DESIRED WARRANTY

MODIFIED BITUMEN GRANULE

SURFACED CAP SHEET

INTERPLY SHEET

CANT STRIP

TAPERED INSULATION

COMPRESSIBLE INSULATION

WITH INSULATION RETAINER

EPDM WATERPROOFING

MEMBRANE CLOSURE DRAPED TO

PROVIDE UNRESTRICTED

MOVEMENT

PREMANUFACTURED METAL

EXPANSION JOINT COVER

TREATED WOOD

BLOCKING

SPRAY ON FIREPROOFING.

STEEL BEAM, SEE

STRUCTURAL

REMOVE EXISTING BRICK IN

1'-0"H BY 3'-0"WIDE

SECTIONS TO INSTALL NEW

FLASHING SYSTEM

1" MIN

MORTAR NET

RIGID INSULATION TO

MATCH EXISTING

ROOF

217' - 9"

BASE SHEET TO MATCH

EXISTING. SPLICE NEW WITH

EXISTING PER MANUFACTURER

INSTRUCTIONS

MODIFIED BITUMEN GRANULE

SURFACED CAP SHEET @

NEW AND EXISTING

INTERPLY SHEET @

NEW AND EXISTING

CANT STRIP @ NEW

AND EXISTING

PREMANUFACTURED

METAL EXPANSION JOINT

COVER

EXISTING TAPERED

INSULATION

EXIS…