C27 Updated 621-20-107 Drawings Part 1 of 3.pdf

S. FIRST

ST.

MRI

8"

8"

T R A

IL

O R

TO JCMC

(MED. CENTER)

TO

E

TS

U

SO

UT

HE

RN

R R

40 41

8"

6"

4"

6" 6"

4"

6" 4"

6"

6"

8"

12"12"

12"

12" 8"

6"

8"

6"

6" 6"

4" PVC

(2/99)ESG

CONST.

TRAILOR

(6/90)

8" PVC

(6/90)

8" PVC

5"N.H C.I.

(6/90)

(6/90) C.I.

5"N.H

12" 12" 12" 12"

6" 4" 4"

8" 8"

6"

6"

6" 6"

4"

4"

8"

15"

15"

6"

24"

24" 18"

15"

24"

24"

24"

8"

10" 15"

15"

15"

15"

C.O.

C.O.

6"

8" 8"

8"

8"

8"

6"

8"

8" 3"

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD

AVE.

F

IF

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

IR

D

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

F

IR

ST

S T.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T.

R D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET

DR.

FRE

EDO

M R D.

VICTORY LN.

JAMES H. QUILLEN VA MEDICAL CENTER

#621-20-107

DEPARTMENT OF VETERANS AFFAIRS

LAMONT AND VETERANS WAY,

MOUNTAIN HOME, TENNESSEE 37684

RENOVATE D-WING

FOR ISOLATION WARD

D R A W I N G L I S T

G E N E R A L N O T E S

A. THE CONTRACT DRAWINGS AND SPECIFICATIONS (INDICATED BY THE SAME PROJECT NUMBER) ARE COMPLEMENTARY. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) OF ANY DISCREPANCIES FOUND DURING

BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

C. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE.

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE

RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

F. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

G. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE’D TO ACHIEVE THE

REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

H. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND REGULATIONS.

I. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION

AND EXPECTED QUALITY.

J. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED.

MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES EXACT SIZE AND LOCATION OF ROOF, WALL AND FLOOR OPENINGS SHALL

BE VERIFIED WITH CORRESPONDING CONTRACTING TRADES PRIOR TO CONSTRUCTION.

L. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

M. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VARYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND C.O.R. PRIOR TO CONSTRUCTION.

N. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OF NEW CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO RECEIVE THE NEW MATERIALS FOR A LEVEL AND SMOOTH

FINISH.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

P. GENERAL CONTRACTOR SHALL HOST SUBMITTAL EXCHANGE SOFTWARE FOR THE DURATION OF THE PROJECT.

Q. ALL DIMENSIONS TO EXISTING CONSTRUCTION ARE PLUS-OR-MINUS (+/-) UNLESS NOTED OTHERWISE. VERIFY IN FIELD AND

REPORT ANY DISCREPANCIES TO VA C.O.R. AND ARCHITECT.

PROPOSED FENCED AND

GRAVELED CONTRACTOR

LAYDOWN AREA

SOUTH F

IR

ST S

TREET

PROJECT LOCATION

BUILDING 200

CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

I s o la ti o n W a rd

D

/F F

E

M t H o m e

D rv t

/4 /2

:3

:0

P

M

GI000

COVER SHEET

11/04/2022 ET TD

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

GENERAL

GI000 COVER SHEET

GI001 ABBREVIATIONS AND GENERAL DETAILS

GI002 PARTITION TYPES AND NOTES

GI101 CODE SUMMARY AND LIFE SAFETY PLAN

GI102 LIFE SAFETY

GI103 ICRA PLAN

GI104 ICRA CLASS III REQUIREMENTS

GI105 PHASING PLAN

STRUCTURAL

S501 STRUCTURAL DETAILS

ARCHITECTURAL

AD101 SECOND FLOOR DEMOLITION PLAN

AD141 SECOND FLOOR DEMOLITION CEILING PLAN

AE101 OVERALL SECOND FLOOR PLAN

AE111 PARTIAL ENLARGED SECOND FLOOR PLAN

AE112 PARTIAL ENLARGED SECOND FLOOR PLAN

AC141 SECOND FLOOR REFLECTED CEILING PLAN

AE150 ROOF PLAN

AE401 ENLARGED RESTROOM PLANS AND ELEVATIONS

AE402 CASEWORK ELEVATIONS

AE403 CASEWORK ELEVATIONS

AE404 NURSES STATION DETAILS

AE500 COLUMN DETAILS

AE501 COLUMN DETAILS

AE502 DETAILS

AE601 DOORS, WINDOWS, DETAILS, AND SCHEDULES

INTERIORS

AI101 SECOND FLOOR FINISH PLAN

AI601 FINISH SCHEDULE

AI602 FINISH IMAGES

AI603 FINISH IMAGES

AW101 SECOND FLOOR WAYFINDING

WP101 WALL PROTECTION PLAN

EQUIPMENT

QT101 D2 OVERALL EQUIPMENT PLAN

QT401 ENLARGED EQUIPMENT PLAN

QT402 ENLARGED EQUIPMENT PLAN

QT403 ENLARGED EQUIPMENT PLAN

FIRE ALARM

FA1.00 FIRE ALARM LEGEND AND NOTES

FAD2.02 SECOND FLOOR FIRE ALARM DEMOLITION PLAN

FA2.02 SECOND FLOOR FIRE ALARM NEW WORK PLAN

FIRE PROTECTION

FX1.00 FIRE PROTECTION LEGEND AND NOTES

FXD2.02 SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN

FX2.02 SECOND FLOOR FIRE PROTECTION NEW WORK PLAN

FX7.00 FIRE PROTECTION DETAILS

PLUMBING

P1.00 PLUMBING LEGEND AND NOTES

PD2.01 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD2.02 SECOND FLOOR PLUMBING DEMOLITION PLAN

PD3.02 SECOND FLOOR MEDICAL GAS DEMOLITION PLAN

PD2.03 ROOF DEMOLITION PLUMBING PLAN

P2.01 FIRST FLOOR PLUMBING NEW WORK PLAN

P2.02A SECOND FLOOR PLUMBING NEW WORK PLAN - WATER

P2.02B SECOND FLOOR PLUMBING NEW WORK PLAN - SANITARY/STORM

P2.03 ROOF NEW WORK PLUMBING PLAN

P3.02 SECOND FLOOR MEDICAL GAS NEW WORK PLAN

P4.01 PLUMBING ENLARGED PLANS

P5.01 WATER RISER DIAGRAM - PART A

P5.02 WATER RISER DIAGRAM - PART B

P5.03 SANITARY RISER DIAGRAM - PART A

P5.04 SANITARY RISER DIAGRAM - PART B

P6.01 PLUMBING DETAILS

MECHANICAL

M1.00 MECHANICAL LEGEND AND NOTES

MD2.02 SECOND FLOOR HVAC DEMOLITION PLAN

MD3.02 SECOND FLOOR HVAC PIPING DEMOLITION PLAN

M2.02 SECOND FLOOR HVAC NEW WORK PLAN

M3.02 SECOND FLOOR HVAC PIPING NEW WORK PLAN

M2.03 ROOF HVAC NEW WORK PLAN

M3.03 ROOF HVAC PIPING NEW WORK PLAN

M4.00 MECHANICAL SECTION VIEWS

M5.00 MECHANICAL DETAILS

M5.01 MECHANICAL DETAILS

M5.02 MECHANICAL DETAILS

M5.03 MECHANICAL DETAILS

M5.04 MECHANICAL DETAILS

M6.00 MECHANICAL SCHEDULES

M6.01 MECHANICAL SCHEDULES

M6.02 MECHANICAL SCHEDULES

M6.03 MECHANICAL SCHEDULES

M7.00 MECHANICAL CONTROLS

M7.01 MECHANICAL CONTROLS

ELECTRICAL

E1.00 ELECTRICAL LEGEND AND NOTES

E1.01 ELECTRICAL LIGHTING SCHEDULES

ED2.02 SECOND FLOOR POWER DEMOLITION PLAN

ED3.02 SECOND FLOOR LIGHTING DEMOLITION PLAN

E2.02 SECOND FLOOR POWER NEW WORK PLAN

E2.03 ROOF POWER NEW WORK PLAN

E3.02 SECOND FLOOR LIGHTING NEW WORK PLAN

E4.02 SECOND FLOOR HVAC POWER NEW WORK PLAN

E5.00 ELECTRICAL DETAILS

E6.00 ELECTRICAL ONE-LINE DIAGRAM AND WIRING GIUDELINES

E6.01 ELECTRICAL PANEL SCHEDULES

E6.02 ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATION

T1.00 TECHNOLOGY LEGEND

TD2.02 SECOND FLOOR COMM DEMO PLAN

T2.02 SECOND FLOOR COMM NEW WORK PLAN

T3.02 SECOND FLOOR LOW VOLTAGE NEW WORK PLAN

T5.0 OIT TECHNOLOGY ENLARGED PLANS

T5.1 BIOMED TECHNOLOGY ENLARGED PLANS

T6.0 TECHNOLOGY RISER DIAGRAM

T7.0 TECHNOLOGY DETAILS

T7.1 TECHNOLOGY DETAILS

Grand total: 97

N

KEY PLAN

NTS

N

BUILDING 200

NTS

PROPOSED CONTRACTOR LAYDOWN AREA

NTS

CAMPUS MAP

NTS

VICINITY MAP

D WING

PROJECT LOCATION

N

N

No. Revisions: Date:

BID DOCUMENTS 11/04/2022

ffe-s Snapshot

MIN

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

MIRROR - VERIFY SIZE WITH

PLANS AND ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

LINES OF REQUIRED

CLEARANCE

5"

MAX

1'-0" 3'-6" MIN

1' -7

M

A X

T O

S E

A T

1' -5

M

IN

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN DISPOSAL AT

WOMEN OR UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN

6" MAX

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

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

(4) 3/8" ANCHOR BOLTS

2'

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

POSTURE MIRRORPAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

T O

C O

IN

S

L O

T

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

D

IS

P E

N S

E R

S L

O T

TOILET SEAT

COVER DISPENSER

6' -6

SHOWER CURTAIN ROD

T O

B O

T T

O M

M

A X

SOAP DISH

U F

C G

U

ID

E L

IN

E

DIAPER CHANGING

STATION

TOWEL BAR

TOWEL PIN

M

A X

M

IN

HAND DRYER

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

U F

C G

U

ID

E L

IN

E

M

A X

M

IN

M

A X

M

IN

M A

X A

F F

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

INVARIES FROM 3'-4" HEIGHT

FOR MAX 6" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

1' - 3 3/16"

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

2'-6" MIN

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK

5'-6" TURNING RADIUS

5'-0"

CLEARANCE AT SHOWER

MIN.

3'-0"

WATER CLOSET

A B B R E V I A T I O N S

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR

FURNISH/CONTRACTOR INSTAL

C.F.O.I. CONTRACTOR FURNISH/OWNER

INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S

REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT

CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR

CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL,

PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR

INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

& OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

150 SF

S Y M B O L S

N

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

ROOM NAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

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ABBREVIATIONS AND GENERAL

DETAILS

11/04/2022 ET TD

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

No. Revisions: Date:

BID DOCUMENTS 11/04/2022

CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONTINUOUS METAL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION.

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION.

HOLD STUD 1/2" FROM TOP OF DEFLECTION TRACK, ATTACH GWB TO

STUDS ONLY AND ATTACH STUDS TO THE DEFLECTION TRACK.

TOP OF STRUCTURAL SLAB & SCHEDULED FLOOR FINISH

SECTION AT

STRUCTURE ABOVE

COLD FORMED STEEL FRAMING

BRACING AT 48" O.C. WITHIN THE TOP 12" OF WALL.

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

CONTINUOUS SEALANT AT RUNNER (TOP & BOTTOM)

SCHEDULED BASE AND WALL FINISH.

CONTINUOUS METAL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

COLD FORMED STEEL FRAMING

EXISTING STRUCTURE ABOVE

HOLD STUD 1/2" FROM TOP OF DEFLECTION TRACK, ATTACH GWB

TO STUDS ONLY AND ATTACH STUDS TO THE DEFLECTION TRACK.

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

SCHEDULED CEILING

FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD

SECTION AT FLOOR

SECTION AT CEILING

SECTION AT

STRUCTURE ABOVE

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK

BRACING AT 48" O.C. WITHIN THE TOP 12" OF WALL.

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

FIRESTOP SEALANT

SCHEDULED CEILING

COLD FORMED STEEL FURRING CHANNEL

SCHEDULED BASE

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

1/2" GAP BETWEEN CHANNEL AND EXISTING STRUCTURE.

EXISTING STRUCTURE ABOVE

SECTION AT FLOOR

SECTION AT CEILING

SECTION AT

STRUCTURE ABOVE

(1) LAYER 5/8" GYPSUM BOARD

EXISTING STRUCTURE

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

EXTEND CHANNEL TO STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

G E N E R A L P A R T I T I O N N O T E S

A. PROVIDE TYPE "X" GYPSUM BOARD AT ALL WALLS AND PARTITIONS INDICATED TO BE FIRE RATED.

B. LABEL ALL FIRE RATED AND SMOKESTOP PARTITIONS ABOVE CEILING WITH PLAQUE OR STENCILED SIGN READING: "FIRE AND SMOKE BARRIER: SEAL AND PROTECT ALL OPENINGS. SIGN SHALL BE PLACED ON BOTH SIDES OF WALLS AT 6'-0" ON CENTER MAXIMUM, WITH AT LEAST ONE SIGN PER ROOM.

C. PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE PERIMETER OF ALL FIRE RATED WALLS AND CHASES, INCLUDING THE TOP, BOTTOM AND SIDE EDGES ON

BOTH SIDES OF WALL.

D. PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP, SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-RATED GYPSUM BOARD

PARTITIONS SCHEDULED TO RECEIVE SOUND ATTENUATION BLANKETS.

E. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND SEALANT. ALL JOINTS OF GYPSUM BOARD

PANELS SHALL BE STAGGERED, TAPED AND SEALED.

F. PROVIDE A MINIMUM OF ONE STUD SEPARATION BETWEEN OUTLET BOXES AND OTHER PENETRATIONS OCCURRING AT OPPOSITE OF WALLS.

G. PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE REQUIRED BY INSTALLATION OF MILLWORK AND/OR WALL HUNG EQUIPMENT.

H. PROVIDE 16 GAUGE OR HEAVIER COLD FORMED STEEL FRAMING AT ALL DOOR JAMBS AND HEADERS. PROVIDE DOUBLE STUD EXTENDED TO SLAB ABOVE ON

DOOR OPENINGS, AT ALL OUTSIDE CORNER, AND FREE END WALLS.

I. SEE PLANS, ELEVATIONS, AND DETAILS FOR ADDITIONAL INFORMATION REGARDING INTERIOR WALLS AND PARTITIONS.

J. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED

HEIGHT AND DEFLECTION.

K. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE.

CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONTINUOUS METAL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT MINERAL BATT INSULATION

(1) LAYER TYPE "X" GYPSUM BOARD ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

CONTINUOUS ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON BOTH

SIDES OF PARTITION.

HOLD STUD 1/2" FROM SLIP TRACK, ATTACH GWB TO STUDS ONLY AND

ATTACH STUDS TO THE SLIP TRACK

SCHEDULED FLOOR FINISH

SECTION AT

STRUCTURE ABOVE

COLD FORMED STEEL FRAMING

BRACING AT 48" O.C. WITHIN THE TOP 12" OF WALL.

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

FIRESTOP SEALANT AT BOTH SIDES OF PARTITION CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONTINUOUS METAL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT MINERAL WOOL INSULATION

(1) LAYER TYPE "X" GYPSUM BOARD

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION.

HOLD STUD 1/2" FROM SLIP TRACK, ATTACH GWB TO STUDS ONLY AND

ATTACH STUDS TO THE SLIP TRACK

SCHEDULED FLOOR FINISH

SECTION AT

STRUCTURE ABOVE

CH STUD - COLD FORMED STEEL FRAMING

(1) LAYER 1" GYPSUM LINER PANELS (UL TYPE SLX)

BRACING AT 48" O.C. WITHIN THE TOP 12" OF WALL.

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

SHAFT SIDE OF

PARTITION

FIRESTOP SEALANT AT BOTH SIDES OF PARTITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

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PARTITION TYPES AND NOTES

11/04/2022 PQ TD

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

P. TYPICAL PARTITION

P.3 9 1/4" (1) 5/8" GYPSUM BOARD COLD FORMED STEEL (1) 5/8" GYPSUM BOARD 8" BATT 8" 20G 16" O.C. - - 46

P.2 7 1/4" (1) 5/8" GYPSUM BOARD COLD FORMED STEEL (1) 5/8" GYPSUM BOARD 6" BATT 6" 20G 16" O.C. - - 46

P.1 4 7/8" (1) 5/8" GYPSUM BOARD COLD FORMED STEEL (1) 5/8" GYPSUM BOARD 3 1/2" BATT 3 5/8" 20G 16" O.C. - - 44

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD

GAUGE

STUD

SPACING

FIRE

RATING

UL STC

R. RATED PARTITION

F. FURR-OUT PARTITION

S.1 4 1/4" - COLD FORMED STEEL (1) 5/8" GYPSUM BOARD 3 1/2" BATT 3 5/8" 20G 16" O.C. - - -

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD

GAUGE

STUD

SPACING

FIRE

RATING

UL STC

F.2 4 1/4" - COLD FORMED STEEL (1) 5/8" GYPSUM BOARD - 3 5/8" 20G 16" O.C. - - -

F.1 2 1/8" - COLD FORMED STEEL (1) 5/8" GYPSUM BOARD - 1 1/2" 20G 16" O.C. - - -

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD

GAUGE

STUD

SPACING

FIRE

RATING

UL STC

S. SINGLE SIDED PARTITION

R.3 5 3/8"

(1) 5/8" TYPE "X"

GYPSUM BOARD

COLD FORMED STEEL

(1) 5/8" TYPE "X"

GYPSUM BOARD

3 1/2" BATT 3 5/8" 20G 24" O.C.

1HR

SMOKE

UL U419 52

R.1 5 3/8"

(1) 5/8" TYPE "X"

GYPSUM BOARD

COLD FORMED STEEL

(1) 5/8" TYPE "X"

GYPSUM BOARD

3 1/2" BATT 3 5/8" 20G 24" O.C. 1HR UL U419 52

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD

GAUGE

STUD

SPACING

FIRE

RATING

UL STC

R.4 4 3/4"

(1) 1" TYPE "X"

GYPSUM BOARD

CH STUD

COLD FORMED STEEL

(1) 3/4" TYPE "X"

GYPSUM BOARD

3" MINERAL WOOL

INSULATION

4" 25G 24" O.C. 1HR

UL U415

SYSTEM C

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD

GAUGE

STUD

SPACING

FIRE

RATING

UL STC

R. RATED PARTITION

A

A

ISO ROOM 1

D201B

ISO ROOM 2

D202B

ISO ROOM 3

D203B

ISO ROOM 4

D204B

ISO ROOM 5

D205B

ISO ROOM 6

D206B

ISO ROOM 7

D207B

ISO ROOM 8

D208B

ISO ROOM 9

D209B

ISO ROOM 10

D210B

ISO ROOM 11

D211B

ISO ROOM 12

D212B

TOILET

D201C

ANTEROOM

D201A

TOILET

D202C

ANTEROOM

D202A

TOILET

D204C

TOILET

D203C

ANTEROOM

D203A ANTEROOM

D204A ANTEROOM

D205A

TOILET

D205C

TOILET

D-206C

ANTEROOM

D206A

ANTEROOM

D207A

TOILET

D208C

TOILET

D207C

ANTEROOM

D208A

ANTEROOM

D209A

TOILET

D210C

TOILET

D209C

ANTEROOM

D210A

ANTEROOM

D211A

TOILET

D212C

TOILET

D211C

ANTEROOM

D212A

CHART

ALCOVE

D201D

CHART

ALCOVE

D203D

CHART

ALCOVE

D205D

CHART

ALCOVE

D207D

CHART

ALCOVE

D209D

CHART

ALCOVE

D211D

EQUIPMENT

D214

ELECTRICAL

D233

NOURISHMENT

D215

HUDDLE

D216

CLEAN

D219

LINEN

D220

SOILED

D221

NURSE

STATION

D223

OIT

D222

MED

D224

NURSE

MANAGER

D227

LAB ALCOVE

D226

STAIRS

S1

STAFF

TOILET

D230

LOUNGE

D228

CORRIDOR

D2C3

ALCOVE

D217

ALCOVE

D213

WOMEN'S

LOCKER

D231

MEN'S

LOCKER

D232

STORAGE

D229

X-RAY ALCOVE

D225

PATH OF TRAVEL TO EXIT ENCLOSURE - 85' < 200'

CORRIDOR

D2C4B

CONSULT

D234

BIOMED

D235

ELEVATOR

LOBBY

D2EL2

COMMON PATH OF TRAVEL - 97' < 100'

NOTE: ESCORTED EGRESS AT

THIS LOCATION. LOCKING

MECHANISM TO COMPLY

WITH NFPA 19.2.2.2.6

NOTE: ESCORTED EGRESS AT

THIS LOCATION. LOCKING

MECHANISM TO COMPLY

WITH NFPA 19.2.2.2.6

PATH OF TRAVEL TO EXIT

ENCLOSURE - 158' < 200'

P A

T H

O F

T R

A V

E L

T O

E X

IT

E

N C

LO

S

U R

E

6'

(E)

(P)

(P)

(P)

C O

M M

O N

P A

T H

O F

T R

A V

E L

PATH OF TRAVEL TO EXIT ENCLOSURE - 104' < 200'

L I F E S A F E T Y L E G E N D

1 HOUR FIRE BARRIER

HORIZONTAL EXIT PASSAGEWAYHE

EX EXIT

EP EXIT PASSAGEWAY

HAZARDOUS ROOM

NOT IN SCOPE

DIRECTIONAL EXIT SIGN

PROPOSED FIRE EXTINGUISHER

PATH OF TRAVEL

2 HOUR FIRE BARRIER

FAC FIRE ALARM CONTROL

1 HOUR FIRE/SMOKE BARRIER

WALL MOUNTED

DIRECTIONAL EXIT SIGN

SUITE DESIGNATION

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

HEALTHCARE CORRIDOR

EXISTING FIRE EXTINGUISHER

(P)

(E)

BUILDING 200

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

I s o la ti o n W a rd

D

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CODE SUMMARY AND LIFE

SAFETY PLAN

11/04/2022 Checker Author

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

Project: Renovate D Wing for Isolation Ward Location: James H. Quillen VA Medical Center Project Number: 621 20 107

PROJECT SUMMARY:

LOCATED IN JAMES H. QUILLEN VAMC, THIS PROJECT CONSISTS OF DESIGN AND CONSTRUCTION OF AN ISOLATION WARD ON LEVEL D2 WING OF BUILDING 200 AT THE JAMES H. QUILLEN VA MEDICAL CENTER, MOUNTAIN HOME (JOHNSON CITY), TENNESSEE. THE PROJECT IS ANTICIPATED TO RENOVATE APPROXIMATELY 12,250 SQUARE FEET OF EXISTING ADMINISTRATION OFFICES INTO A 12 BED ISOLATION WARD. THE DESIGN WILL INCLUDE A NEW HVAC SYSTEM INCLUDING A ROOFTOP AIR HANDLING UNIT, CHILLER AND EXHAUST SYSTEM DEDICATED TO THE NEW ISOLATION WARD. EACH ROOM SHALL BE CAPABLE OF POSITIVE OR NEUTRAL PRESSURIZATION AS NEEDED. THE WORK INCLUDES DEMOLITION AND RECONSTRUCTION OF WALLS, DOORS, CEILINGS, CASEWORK, PLUMBING, SPRINKLERS, ELECTRICAL

AND DATA SYSTEMS.

BUILDING 200 IS FULLY SPRINKLERED IN ACCORDANCE WITH NFPA.

ASCE7-2016 SEISMIC DESIGN CATEGORY – D (RISK CATEGORY IV, SITE CLASS D)

2021 NFPA 101 LIFE SAFETY CODE REVIEW

AREA OF WORK:

BUILDING 200 D WING LEVEL 2 IS APPROXIMATELY 12,250 DGSF

CHAPTER 3 DEFINITIONS

3.3.32.2 SMOKE BARRIER. A CONTINUOUS MEMBRANE, OR A MEMBRANE WITH DISCONTINUITIES CREATED BY PROTECTED OPENINGS, WHERE SUCH MEMBRANE IS DESIGNED AND CONSTRUCTED TO RESTRICT THE MOVEMENT OF SMOKE.

CHAPTER 6 - CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENT

6.1.5 EXISTING HEALTHCARE OCCUPANCY (CHAPTER 19) – NO CHANGE

6.2.2 HAZARD CLASSIFICATION: ORDINARY - NO CHANGE

CHAPTER 7 - MEANS OF EGRESS:

7.3.1.2 OCCUPANT LOAD FACTOR (PROJECT AREA ONLY):

HEALTH CARE USE (INPATIENT TREATMENT DEPT.): 12,250 SF AT 240 SF / OCC. = 51 OCC.

NOTE: REFER TO 19.2.5.7.2.4 PATIENT CARE SLEEPING SUITE TRAVEL DISTANCE.

CHAPTER 8 - FEATURES OF FIRE PROTECTION: NO CHANGE

8.2.2.2 FIRE COMPARTMENTS SHALL BE FORMED WITH FIRE BARRIERS THAT COMPLY WITH SECTION 8.3.

8.2.2.4 DOOR ASSEMBLIES REQUIRED TO BE SMOKE LEAKAGE RATED IN ACCORDANCE WITH 8.2.2.4 DOOR ASSEMBLIES SHALL COMPLY

WITH THE FOLLOWING:

1. TESTED IN ACCORDANCE WITH UL 1784

2. AIR LEAKAGE RATE OF THE DOOR ASSEMBLE SHALL BE 3.0 CUBIC FT/MIN./SQUARE FEET OF DOOR OPENING AT 0.10 IN. WATER

COLUMN FOR BOTH THE AMBIENT AND ELEVATED TEMPERATURE TESTS

3. DOOR ASSEMBLIES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 105.

8.3.1.2 FIRE BARRIERS SHALL COMPLY WITH ONE OF THE FOLLOWING:

THE FIRE BARRIERS ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OR FROM ONE BARRIER TO ANOTHER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING, INCLUDING

INTERSTITIAL SPACES.

THE FIRE BARRIERS ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OR FROM ONE BARRIER TO ANOTHER, AND FROM THE FLOOR TO THE BOTTOM OF THE INTERSTITIAL SPACE, PROVIDED THAT THE CONSTRUCTION ASSEMBLY FORMING THE BOTTOM OF THE INTERSTITIAL SPACE HAS A FIRE RESISTANCE RATING NOT LESS THAN THAT OF THE BARRIER.

8.4. SMOKE PARTITIONS

8.4.2. SMOKE PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE, THROUGH ANY CONCEALED SPACES, SUCH AS THOSE ABOVE SUSPENDED CEILINGS AND THROUGH INTERSTITIAL STRUCTURAL AND MECHANICAL

SPACES.

8.5.3. FIRE BARRIERS AS SMOKE BARRIERS

A FIRE BARRIER SHALL BE PERMITTED TO BE USED AS A SMOKE BARRIER, PROVIDED THAT IT MEETS THE REQUIREMENTS OF SECTION 8.5.

8.7. SPECIAL HAZARD PROTECTIONS

8.7.1.1 PROTECTION FROM ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY OF THE

BUILDING OR STRUCTURE SHALL BE PROVIDED BY ONE OF THE FOLLOWING MEANS:

(1) SEPARATING THE AREA FROM OTHER PARTS OF THE BUILDING WITH A FIRE BARRIER HAVING A FIRE RESISTANCE RATING OF NOT

LESS THAN 1 HOUR IN ACCORDANCE WITH SECTION 8.3 AND WITHOUT WINDOWS.

(2) PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING SYSTEMS IN ACCORDANCE WITH SECTION 9.7.

(3) APPLYING BOTH 8.7.1.1(1) AND 8.7.1.1.(2) WHERE THE HAZARD IS SEVERE OR WHERE OTHERWISE SPECIFIED IN CHAPTERS 11

THROUGH 43.

8.7.3.3 ALCOHOL BASED HAND RUB DISPENSERS. PERMITTED PROVIDED THEY MEET THE CRITERIA OF THIS SECTION.

CHAPTER 9 - BUILDING SERVICE AND FIRE PROTECTION EQUIPMENT: NO CHANGE

CHAPTER 10 - INTERIOR FINISH, CONTENTS, AND FURNISHINGS: NO CHANGE

10.2.3.1

INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA 286.

10.2.3.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 286 AND COMPLY WITH 10.2.3.2.

10.2.3.1.2 MATERIALS TESTED IN ACCORDANCE WITH 10.2.3.1.1 AND COMPLYING WITH 10.2.3.2 SHALL BE CONSIDERED ALSO TO COMPLY WITH THE

REQUIREMENTS OF CLASS A, CLASS B, OR CLASS C IN ACCORDANCE WITH 10.2.3.3

10.2.3.2 ACCEPTANCE CRITERIA FOR NFPA 286. THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING:

(1) DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO THE CEILING.

(2) THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR CEILING.

(3) FLASHOVER, AS DESCRIBED IN NFPA 286, SHALL NOT OCCUR.

(4) THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW.

(5) FOR NEW INSTALLATIONS, THE TOTAL SMOKE RELEASED THROUGH-OUT THE TEST SHALL NOT EXCEED 1000 M2.

10.2.3.3 WALL AND CEILING- CLASSIFICATIONS CHARACTERISTICS.

(1) CLASS A: FLAME SPREAD: 0-25; SMOKE DEV. : 0-450.

(2) CLASS B: FLAME SPREAD: 26-75; SMOKE DEV. : 0-450

(3) CLASS C: FLAME SPREAD: 76-200; SMOKE DEV. : 0-450

10.2.4.8 LOCKERS

10.2.4.8.1 COMBUSTIBLE LOCKERS. WHERE LOCKERS CONSTRUCTED OF COMBUSTIBLE MATERIALS OTHER THAN WOOD ARE USED, THE LOCKERS SHALL BE CONSIDERED INTERIOR FINISH AND SHALL COMPLY WITH 10.2.3 EXCEPT AS PERMITTED BY 10.2.4.8.2.

10.2.4.8.2 WOOD LOCKERS. LOCKERS CONSTRUCTED ENTIRELY OF WOOD AND OF NON-COMBUSTIBLE MATERIALS SHALL BE PERMITTED TO BE USED IN ANY LOCATION WHERE INTERIOR FINISH MATERIALS ARE REQUIRED TO MEET A CLASS C CLASSIFICATION IN ACCORDANCE

WITH 10.2.3.

10.2.8 AUTOMATIC SPRINKLERS

10.2.8.1 OTHER THAN AS REQUIRED IN 10.2.4 WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION 9.7, CLASS C INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED IN ANY LOCATION WHERE CLASS B IS REQUIRED, AND CLASS B INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED IN ANY LOCATION WHERE CLASS A IS

REQUIRED.

10.2.8.2 WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION 9.7, THROUGHOUT THE FIRE COMPARTMENT OR SMOKE COMPARTMENT CONTAINING THE INTERIOR FLOOR FINISH, CLASS II INTERIOR FLOOR FINISH SHALL BE PERMITTED IN ANY LOCATION WHERE CLASS I INTERIOR FINISH IS REQUIRED, AND WHERE CLASS II IS REQUIRED, THE PROVISIONS OF

10.2.7.2 SHALL APPLY.

CHAPTER 19 – EXISTING HEALTH CARE OCCUPANCIES: NO CHANGE

19.1.1.4.3.1 A MAJOR REHABILITATION SHALL INVOLVE THE MODIFICATION OF MORE THAN 4,500 SF GROSS OF THE AREA OF THE SMOKE COMPARTMENT. A MINOR REHABILITATION SHALL INVOLVE THE MODIFICATION OF NOT MORE THAN 50 PERCENT AND NOT MORE THAN

4,500 SF GROSS OF THE AREA OF THE SMOKE COMPARTMENT.

19.1.6.4 INTERIOR NON-BEARING WALLS IN BUILDINGS OF TYPE 1 OR 2 CONSTRUCTION SHALL BE CONSTRUCTED ON NONCOMBUSTIBLE OR

LIMITED COMBUSTIBLE MATERIALS UNLESS OTHERWISE PERMITTED BY 19.1.6.5.

19.2.2.2.10 SLIDING DOORS SHALL BE PERMITTED IN ACCORDANCE WITH 19.2.2.2.11 OR 19.2.2.2.11.2.

19.2.5.3 DEAD END CORRIDORS – EXISTING DEAD-END CORRIDORS NOT EXCEEDING 30 FEET SHALL BE PERMITTED.

19.2.5.7.2.3 PATIENT CARE SLEEPING SUITE MAXIMUM SIZE

(C) PATIENT CARE SLEEPING SUITE GREATER THAN 7,500 SF GROSS FLOOR AREA AND NOT EXCEEDING 10,000 SF GROSS FLOOR AREA

SHALL BE PERMITTED WHERE ALL OF THE FOLLOWING ARE PROVIDED IN THE SUITE:

(1) DIRECT VISUAL SUPERVISION IN ACCORDANCE WITH 19.2.5.7.2.1 (B) (1) (a)

(2) TOTAL (C0MPLETE) COVERAGE AUTOMATIC SMOKE DETECTION IN ACCORDANCE WITH 9.6.2.9 AND 19.3.4

(3) APPROVED ELECTRICALLY SUPERVISED SPRINKLER SYSTEM PROTECTION COMPLYING WITH 19.3.5.8.

19.2.5.7.2.4 PATIENT CARE SLEEPING SUITE TRAVEL DISTANCE.

(A) TRAVEL DISTANCE BETWEEN ANY POINT IN A SLEEPING SUITE AND AN EXIT ACCESS DOOR TO ANOTHER SUITE, AN EXIT ACCESS CORRIDOR DOOR, OR A HORIZONTAL EXIT DOOR FROM THAT SUITE SHALL NOT EXCEED 100 FT.

(B) TRAVEL DISTANCE BETWEEN ANY POINT IN A SLEEPING SUITE AND AN EXIT SHALL NOT EXCEED THE FOLLOWING:

(2) 200 FT IF THE BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED ELECTRICALLY SUPERVISED SPRINKLER SYSTEM COMPLYING

WITH 19.3.5.7

NOTE: BUILDING 200 IS FULLY SPRINKLED.

19.2.6.2.3 THE TRAVEL DISTANCE BETWEEN ANY POINT IN A HEALTH CARE SLEEPING ROOM AND AN EXIT ACCESS DOOR IN THAT ROOM

SHALL NOT EXCEED 50 FT.

19.3.2 PROTECTION FROM HAZARDS.

19.3.2.1 HAZARDOUS AREAS. ANY HAZARDOUS AREAS SHALL BE SAFE GUARDED BY A FIRE BARRIER HAVING A 1 HOUR FIRE RESISTANCE RATING OR SHALL BE PROVIDED WITH AN AUTOMATIC EXTINGUISHING SYSTEM IN ACCORDANCE WITH 8.7.1.

19.3.2.1.3 THE DOORS SHALL BE SELF CLOSING OR AUTOMATIC CLOSING.

19.3.2.1.5 HAZARDOUS AREAS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:

1. CENTRAL/BULK LAUNDRIES LARGER THAN 100 SF,

2. ROOMS WITH SOILED LINEN IN VOLUMES EXCEEDING 64 GAL.,

3. ROOMS WITH COLLECTED TRASH IN VOLUME EXCEEDING 64 GAL.,

4. ROOMS OR SPACES LARGER THAN 50 SF INCLUDING STORAGE OF COMBUSTIBLE SUPPLIES AND EQUIPMENT IN QUANTITIES

DEEMED HAZARDOUS BY THE AUTHORITY HAVING JURISDICTION.

19.3.3 INTERIOR FINISH

19.3.3.1 INTERIOR FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2

19.3.3.2 INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH SECTION 10.2 SHALL BE PERMITTED TO BE CLASS A OR CLASS B.

19.3.3.3 INTERIOR FLOOR FINISH. NO RESTRICTIONS SHALL APPLY TO EXISTING FLOOR FINISH.

19.3.6.2 CONSTRUCTION OF CORRIDOR WALLS

19.3.6.2.1 CORRIDOR WALLS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE. THROUGH ANY CONCEALED SPACES SUCH AS THOSE ABOVE SUSPENDED CEILINGS, AND THROUGH INTERSTITIAL STRUCTURAL AND MECHANICAL

SPACES, UNLESS OTHERWISE PERMITTED BY 19.3.6.2.4 THROUGH 19.3.6.2.8

19.3.6.2.2 CORRIDOR WALLS SHALL HAVE A MINIMUM ½ HOUR FIRE RESISTANCE RATING.

19.3.6.2.3 CORRIDOR WALLS SHALL FORM A BARRIER TO LIMIT THE TRANSFER OF SMOKE.

19.5.4.3 ANY WASTE CHUTE OR LINEN CHUTE INCLUDING PNEUMATIC WASTE AND LINEN SYSTEM SHALL BE PROVIDED WITH AUTOMATIC

EXTINGUISHING PROTECTION IN ACCORDANCE WITH SECTION 9.7 (SEE SECTION 9.5).

CODE SUMMARY

N

1/16" = 1'-0"

BUILDING 200 LIFE SAFETY PLAN

N

NTS

KEYPLAN

BUILDING 200

P N M L K I H G F E C

35.1

D B.5 B A.5 A

30.1

32.8

O

ISO ROOM 1

D201B

ISO ROOM 2

D202B

ISO ROOM 3

D203B

ISO ROOM 4

D204B

ISO ROOM 5

D205B

ISO ROOM 6

D206B

ISO ROOM 7

D207B

ISO ROOM 8

D208B

ISO ROOM 9

D209B

ISO ROOM 10

D210B

ISO ROOM 11

D211B

ISO ROOM 12

D212B

TOILET

D201C

ANTEROOM

D201A

TOILET

D202C

ANTEROOM

D202A

TOILET

D204C

TOILET

D203C

ANTEROOM

D203A

ANTEROOM

D204A

ANTEROOM

D205A

TOILET

D205C

TOILET

D-206C

ANTEROOM

D206A

ANTEROOM

D207A

TOILET

D208C

TOILET

D207C

ANTEROOM

D208A

ANTEROOM

D209A

TOILET

D210C

TOILET

D209C

ANTEROOM

D210A

ANTEROOM

D211A

TOILET

D212C

TOILET

D211C

ANTEROOM

D212A

CHART ALCOVE

D201D

CHART ALCOVE

D203D

CHART ALCOVE

D205D

CHART ALCOVE

D207D

CHART ALCOVE

D209D

CHART ALCOVE

D211D

EQUIPMENT

D214

ELECTRICAL

D233

NOURISHMENT

D215 HUDDLE

D216

CLEAN

D219

LINEN

D220

SOILED

D221

NURSE STATION

D223

OIT

D222

MED

D224

NURSE MANAGER

D227

LAB ALCOVE

D226

BIOMED

D235

MECHANICAL

H.A.C.

STAIRS

S1

STAFF TOILET

D230

LOUNGE

D228

CORRIDOR

D2C3

RESTROOM

D218

ALCOVE

D217

ALCOVE

D213

WOMEN'S LOCKER

D231

MEN'S LOCKER

D232

STORAGE

D229

X-RAY ALCOVE

D225

PATH OF TRAVEL TO EXIT ENCLOSURE

85' < 200'

TRAVEL DISTANCE TO EXIT

(101' < 200')

PATIENT ROOM

D252

TOILET

D252ANURSING OFFICE

D247

HAC

D257SURGERY OFFICE

D259

DINING

D232

353 SF

CORRIDOR

D2C4B

172 SF

CORRIDOR

D2C5

275 SF

CORRIDOR

D2-C4A

276 SF

ELEVATOR LOBBY

D2EL2

265 SF

CORRIDOR

D2C2

71 SF

CORRIDOR

D2C3A

205 SF

CORRIDOR

D2C3B

82 SF

CONSULT

D234

66 SF

VESTIBULE

D236

FULLY SPRINKLED

NON SLEEPING

SUITE 735 SF

FULLY SPRINKLED

NON SLEEPING

SUITE 967 SF

FULLY SPRINKLED

SLEEPING SUITE

9,835 SF

(P)

(P)

(P)

(E)

9' - 6" 19' - 0" 1' - 8" 22' - 4" 22' - 6" 23' - 0" 22' - 6" 26' - 0" 26' - 0" 26' - 0" 10' - 0" 4' - 6" 10' - 3" 10' - 0" 10' - 0" 10' - 0"

1'

9'

9'

0"

6'

9'

9" 9'

C O

M M

O N

P A

T H

O F

T R

A V

E L

L I F E S A F E T Y L E G E N D

1 HOUR FIRE BARRIER HORIZONTAL EXIT PASSAGEWAYHE

EX EXIT

EP EXIT PASSAGEWAY

HAZARDOUS ROOM

EXIT STAIR OR PASSAGEWAY

DIRECTIONAL EXIT SIGN

FIRE EXTINGUISHER

PATH OF TRAVEL2 HOUR FIRE BARRIER FAC FIRE ALARM CONTROL

1 HOUR FIRE/SMOKE BARRIER

WALL MOUNTED

DIRECTIONAL EXIT SIGN

SUITE DESIGNATION

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

HEALTHCARE CORRIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

I s o la ti o n W a rd

D

/F F

E

M t H o m e

D rv t

/4 /2

:3

:5

P

M

GI102

LIFE SAFETY

11/04/2022 ET TD

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

N

NTS

KEYPLAN

N

1/8" = 1'-0"

PARTIAL SECOND FLOOR LIFE SAFETY PLAN

P N M L K I H G F E C

35.1

D B.5 B A.5 A

30.1

32.8

O

ISO ROOM 1

D201B

ISO ROOM 2

D202B

ISO ROOM 3

D203B

ISO ROOM 4

D204B

ISO ROOM 5

D205B

ISO ROOM 6

D206B

ISO ROOM 7

D207B

ISO ROOM 8

D208B

ISO ROOM 9

D209B

ISO ROOM 10

D210B

ISO ROOM 11

D211B

ISO ROOM 12

D212B

TOILET

D201C

ANTEROOM

D201A

TOILET

D202C

ANTEROOM

D202A

TOILET

D204C

TOILET

D203C

ANTEROOM

D203A

ANTEROOM

D204A

ANTEROOM

D205A

TOILET

D205C

TOILET

D-206C

ANTEROOM

D206A

ANTEROOM

D207A

TOILET

D208C

TOILET

D207C

ANTEROOM

D208A

ANTEROOM

D209A

TOILET

D210C

TOILET

D209C

ANTEROOM

D210A

ANTEROOM

D211A

TOILET

D212C

TOILET

D211C

ANTEROOM

D212A

CHART ALCOVE

D201D

CHART ALCOVE

D203D

CHART ALCOVE

D205D

CHART ALCOVE

D207D

CHART ALCOVE

D209D

CHART ALCOVE

D211D

EQUIPMENT

D214

ELECTRICAL

D233

NOURISHMENT

D215 HUDDLE

D216

CLEAN

D219

LINEN

D220

SOILED

D221

NURSE STATION

D223

OIT

D222

MED

D224 NURSE MANAGER

D227

LAB ALCOVE

D226

BIOMED

D235

MECHANICAL

H.A.C.

STAIRS

S1

STAFF TOILET

D230

LOUNGE

D228

CORRIDOR

D2C3

RESTROOM

D218

ALCOVE

D217

ALCOVE

D213

WOMEN'S LOCKER

D231

MEN'S LOCKER

D232

STORAGE

D229X-RAY ALCOVE

D225

CORRIDOR

D2C5

CORRIDOR

C6

CORRIDOR

D2C4B

CORRIDOR

D2C2

CORRIDOR

D2C1

CONSULT

D234

CORRIDOR

D2C3B

CORRIDOR

D2C3A

VESTIBULE

D236

9' - 6" 19' - 0" 1' - 8" 22' - 4" 22' - 6" 23' - 0" 22' - 6" 26' - 0" 26' - 0" 26' - 0" 10' - 0" 4' - 6" 10' - 3" 10' - 0" 10' - 0" 10' - 0"

1'

9'

9'

0"

6'

9'

9" 9'

CORRIDOR

D2-C4A

ELEVATOR LOBBY

D2EL2

BUILDING 200

I C R A L E G E N D

PROJECT SCOPE

NOT IN CONTRACT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1100 Boulders Pkwy | Suite 503 Richmond, VA 23225

804.355.2067

A u to d e s k D o c s /M t H o m e

I s o la ti o n W a rd

D

/F F

E

M t H o m e

D rv t

/4 /2

:3

:5

P

M

GI103

ICRA PLAN

11/04/2022 ET NM

RENOVATE D-WING FOR ISOLATION

WARD

621-20-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: MT Home VA

A. TEMPORARY PARTITIONS ARE TO BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS AND SHALL BE SMOKE AND DUST TIGHT. PARTITIONS SHALL EXTEND FROM THE FLOOR TO HARD CEILING OR DECK ABOVE. THEY ARE TO BE INSTALLED PRIOR TO START OF CONSTRUCTION.

B. DUST BARRIERS ARE REQUIRED IN ALL OCCUPIED AREAS IN ADDITION TO TEMPORARY PARTITIONS.

C. ALL AREAS UNDER CONSTRUCTION TO BE UNDER NEGATIVE AIRFLOW USING A NEGATIVE AIR MACHINE EXHAUSTING OUTSIDE.

D. PROVIDE NEGATIVE AIR MONITORING DEVICES OUTSIDE OF EACH CONSTRUCTION AREA DURING EACH CONSTRUCTION PHASE.

E. ISOLATE AND SEAL ALL OPENINGS IN DUCTS INTO CONSTRUCTION AREA FOR EACH PHASE PRIOR TO STARTING ANY NEW WORK IN NEXT

PHASE.

F. COORDINATE ANY WORK THAT WILL CREATE EXCESS VIBRATION OR NOISE TO AREAS SURROUNDING THE CONSTRUCTION AREA WITH VA

COR.

G. CONTRACTOR SHALL PROVIDE 24 HOUR FIRE WATCH DURING DOWN TIME OF FIRE PROTECTION SYSTEM.

H. REFER TO SPECIFICATION SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFECTION CONTROL INFORMATION.

I. COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT FOLLOWING SITE SPECIFIC INFECTION CONTROL RISK ASSESSMENT AS PUBLISHED

BY THIS VAMC CAMPUS.

J. ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY CLEANED IF TRACKED OR FOUND OUTSIDE

OF THE CONSTRUCTION PHASING LIMITS/PERIMETERS.

K. CONTRACTOR PERSONNEL SHALL MONITOR DUST PARTITION CONDITION AND PERFORM MAINTENANCE DURING PHASED CONSTRUCTION ACTIVITIES. DUST PARTITIONS SHALL BE CAREFULLY REMOVED TO MINIMIZE THE SPREAD OF DUST.

L. CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MIN. 6 MIL THICKNESS) PRIOR TO THE REMOVAL OF DUST PARTITIONS.

M. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY PARTITION LAYOUT AS TO NOT TO IMPEDE CODE REQUIRED EXITING OR INTERFERE

WITH HOSPITAL OPERATIONS.

N. PHASED SITE ACCESS SHALL HAVE DEFINED ENTRY AND EXIT PROCEDURES, EGRESS PATHS AND BE FREE OF DEBRIS, TOOLS, EQUIPMENT OR

CONTAINERS.

O. INSTALL SIGNAGE TO DIRECT GENERAL PEDESTRIAN TRAFFIC AWAY FROM CONSTRUCTION AREAS.

N

1/8" = 1'-0"

PARTIAL SECOND FLOOR ICRA PLAN

N

NTS

KEYPLAN

G E N E R A L I N F E C T I O N C O N T R O L N O T E SD R A W I N G N O T E S

1 FULL HEIGHT ONE HOUR RATED TEMPORARY CONSTRUCTION PARTITION WITH 3'-0" X 7-0" 20 MIN. RATED ACCESS DOOR WHERE SHOWN. PAINT

TEMPORARY WALL AND PROVIDE WALL BASE.

2 PROVIDE TEMPORARY CONSTRUCTION SIGNAGE TO READ "DANGER - CONSTRUCTION AREA, AUTHORIZED PERSONNEL ONLY."

3 PROVIDE STICKY WALK OFF MATS AT ENTRANCE INTO CONSTRUCTION AREA.

A A

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE INSPECTION SHEETS

VISIBLE TO PUBLIC

PROVIDE STICKY MATS (CHANGED END OF

SHIFT OR MORE IF NECESSARY TO MAINTAIN

CLEANLINESS)

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY DAILY).

IF NOT, VERIFY ALL OPENINGS, SUCH AS DOORS, ARE

CLOSED AND / OR CHANGE OUT NEGATIVE AIR PRE-FILTER

PROVIDE A 6'-0" x 4'-0" WALK OFF MAT

INSIDE OF WORK AREA (CHANGE

WHEN NECESSARY TO MAINTAIN

CLEANLINESS)

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

TAPE ALL SERVICES TO PROTECT

AGAINST CONTAMINATION

OPTIONAL EXHAUST DUCTS (COVER

THE GRATES AND THE DIFFUSERS)

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT

COVER ALL RETURNS AT THE

GRATE / DIFFUSERS

OUTSIDE OF BUILDING

E

A

O

V

MONTHLY CHANGED HEPA

FILTER

HEPA NEGATIVE AIR UNIT

WEEKLY CHANGED (OR

MORE AS NEEDED) PRE-

FILTER

FIRE RATED PLYWOOD (REFER TO

ELEVATION)

F

LE

X D

U C

T

FINISHED FLOORING TO BE KEPT CLEAN. FLOORS

NOT BEING REPLACED TO BE PROTECTED OR

COVERED WITH ROSEN PAPER / FIRE RATED

PLYWOOD

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

EXISTING FIRE

SPRINKLER SYSTEM

EXISTING WALLEXISTING WALL

EXISTING CONCRETE SLAB FLOORING

HEATED DETECTOR CUT-OFF

HEPA NEGATIVE AIR UNIT

FIRE RATED PLYWOOD

(TEMP. REMOVE GLASS

PANEL)

EXISTING WINDOW FRAME

POST ICRA, ILSM, FIRE

INSPECTION SHEETS VISIBLE

TO PUBLIC

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

PLASTIC ZIPPER WALL NOT

ALLOWED FOR MORE THAN 48

HOURS. COORDINATE WITH COR

FOR SPECIFC REQUIREMENTS.

A P

P R

O X

. 4 8"

A .F

.F

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

INDICATOR (REFER TO PLAN

& ELEVATION)

C.O.R. CONTACT INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CONTACT PHONE NUMBER FIRE

EMERGENCY DIAL 911

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

THIS IS A

RESTRICTED AREA

AREA UNDER CONSTRUCTION

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

FRAMED COPY OF C.O.R.

CERTIFICATION

C L A

S S

I

II

1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS IF INDICATED.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

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

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

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL

DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

DEPARTMENT.

1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

7. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.

3. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.

8. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.

CLASS III WORK ITEMS NOTES:

ALL PERSONNEL ENTERING THE CONSTRUCTION SITE AREA MUST WEAR A HARD HAT AND SAFETY GLASSES ALONG

WITH ANY OTHER PPE REQUIRED IN THAT AREA.

ALL APPLICABLE FORMS SHALL BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

PERMITS TO INCLUDE:

ICRA, ILSM, ABOVE CEILING, FIRE SPRINKLER SYSTEM, UTILITY SHUT-DOWN, FIRE / SMOKE WALL, FIRE ALARM

SYSTEM.

THE CONSTRUCTION AREA MUST MAINTAIN A NEGATIVE PRESSURE VENTILATION. NEGATIVE AIR UNIT SHALL BE MAINTAINED WITH FILTER REPLACEMENT(S) PER SPECIFICATIONS (WEEKLY REPLACEMENT OF PRE-FILTER OR AS NECESSARY). HEPA FILTER SHALL BE REPLACED MONTHLY. CLEAN ALL EXTERIOR SURFACES OF CARTS AND TOOLS AT THE END OF EACH SHIFT. MONITOR NEGATIVE PRESSURE AND POST LOG AT THE END OF EACH SHIFT.

CONSTRUCTION CLASS WILL BE DETERMINED BY THE CONSTRUCTION SAFETY COMMITTEE.

DURING CONSTRUCTION BE CERTAIN THAT:

• BARRIERS ARE INTACT AND MAINTAINED.

• PARTICLE COUNT METER IS AVAILABLE.

• NEGATIVE INDICATOR IS AVAILABLE.

• INSPECTED / DATED FIRE EXTINGUISHER(S) ARE AVAILABLE AND MOUNTED PROPERLY.

• ICRA REQUIREMENTS ARE INTACT AND VERIFY THAT THEY ARE BEING MAINTAINED.

• WALK-OFF MATS AND STICKY MATS ARE MAINTAINED PROPERLY.

CONTRACTOR SHALL MAINTAIN BARRIERS, CONFIRM NEGATIVE CONSTRUCTION SPACES, AND DOCUMENT ICRA

REQUIREMENTS DAILY.

SEE SPECIFICATIONS FOR MORE INFECTION CONTROL INFORMATION.

A

B

C

D

E

F

G E N E R A L N O T E S

G

H

LOW RISK

OFFICE AREAS

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

CARDIOLOGY CCU ANY AREA CARING FOR

ECHOCARDIOGRAPHY

ENDOSCOPY

NUCLEAR MEDICINE

PHYSICAL THERAPY

RADIOLOGY/MRI

RESPIRATORY THERAPY

EMERGENCY ROOM

LABOR & DELIVERY

LABORATORY (SPECIMEN)

NEWBORN NURSERY

OUTPATIENT SURGERY

PEDIATRICS

IMMUNOCOMPROMISED PATIENTS

BURN UNIT

CARDIAC CATH LAB

CENTRAL STERILE SUPPLY

INTENSIVE CARE UNITS

MEDICAL UNIT

PHARMACY

POST ANESTHESIA CARE UNIT

SURGICAL UNITS

NEGATIVE PRESSURE ISOLATION ROOMS

ONCOLOGY

OPERATING ROOMS INCLUDING

C-SECTION ROOMS

LOW RISK GROUP

CONSTRUCTION PROJECT TYPE

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

I II II III/IV

II

II III/IV

III/IV

III

III/IV

IV

IV

IV

I

I

II

CONSTRUCTION PROJECT BY PATIENT RISK

IC MATRIX - CLASS OF PRECAUTIONS:

INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISKNOTE:

LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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