Attachment 2 Drawings.pdf

DOGWOOD AVE.

F O

U R

T H

S T

CIR

CLE

BROWNLOW

F

IF

T H

S T

. MAPLE AVE.

MAGNOLIA AVE.

T H

IR

D

S T

ASHE AVE.

BRUSH CREEK

LAMONT ST.

MAPLE AVE.

MEMORIAL AVE.

F

IR

S T

S T

FIRST ST.

CEMETERY

S

ID

N E

Y S

T

6 4

107 209

11636

2 8

A. THE CONTRACT DRAWINGS AND PROJECT MANUAL (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. VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND

CONSTRUCTION. IF PROVIDED, EXAMINE EXISTING BUILDING DOCUMENTS. BRING ANY

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE.

D. PROTECT EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

E. CONTRACTORS WORKING AT VA FACILITIES ARE REQUIRED TO PROVIDE A DOCUMENT STATING

THAT ALL WORKERS, PRIME AND SUBS, HAVE HAD THE FLU SHOT FOR THE CURRENT YEAR OF

THE CONTRACT. THIS IS IN COMPLIANCE WITH VA DIRECTIVE 1013, PREVENTION AND CONTROL OF SEASONAL INFLUENZA WITH VACCINES. ACCORDINGLY, PROVIDE A CERTIFICATION THAT ALL

WORKERS ON THIS CONTRACT HAVE BEEN IMMUNIZED IN ACCORDANCE WITH THIS DIRECTIVE.

F. AT THE END OF EVERY WORK SHIFT, FOR AREAS OUTSIDE OF DEFINED CONSTRUCTION

BOUNDARY, CONFIRM ALL DISPLACED CEILING TILES ARE RESET INTO PLACE.

G. 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.

H. 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.

I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL

AUTHORITIES, RULES AND REGULATIONS.

J. 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.

K. 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.

L. 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.

M. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

N. 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 CONTRACTING OFFICER REPRESENTATIVE PRIOR TO

CONSTRUCTION.

O. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED WILL 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.

P. 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.

Q. GENERAL CONTRACTOR IS RESPONSIBLE FOR HOSTING ONLINE CONSTRUCTION MANAGEMENT

SOFTWARE FOR THE DURATION OF THE PROJECT THROUGH PROCORE.

LAMONT ST.

F

IR

S T

S T

FIRST ST.

RELOCATE POLICE DISPATCH

PROJECT NUMBER: 621-23-104

VA HEALTHCARE SYSTEM

JAMES H. QUILLEN VA MEDICAL CENTER

DEPARTMENT OF VETERANS AFFAIRS

LAMONT AND VETERANS WAY

MOUNTAIN HOME, JOHNSON CITY TN 37684

CAMPUS LOCATION

GENERAL LAYDOWN

VICINITY - COORDINATE

WITH C.O.R.

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 SYMBOLS, ABBREVIATIONS, AND PARTITION NOTES

GI002 WALL TYPES

GI003 ACCESSIBILITY REQUIREMENTS

GI101 GROUND FLOOR LIFE SAFETY OVERALL

GI102 ENLARGED LIFE SAFETY PLAN

GI120 ICRA PLAN

GI121 ICRA CLASS IV REQUIREMENTS

ARCHITECTURE

AD101 GROUND FLOOR DEMOLITION PLAN

AD141 GROUND FLOOR DEMOLITION REFLECTED CEILING PLAN

AE111 ENLARGED GROUND FLOOR PLAN, ELEVATIONS, AND DETAILS

AE112 ENLARGED UPPER FLOOR PLANS

AE141 GROUND FLOOR REFLECTED CEILING PLAN

AE301 INTERIOR ELEVATIONS

AE501 INTERIOR DETAILS

AQ701 EQUIPMENT PLANS

FIRE PROTECTION

FX100 FIRE SUPPRESSION GROUND FLOOR PLAN

PLUMBING

P001 PLUMBING LEGEND SHEET

PD100 PLUMBING DEMOLITION PLANS

PL100 PLUMBING NEW WORK PLANS

PL501 PLUMBING DETAILS, SCHEDULES, & DIAGRAMS

MECHANICAL

M001 MECHANICAL ABBREVIATIONS AND LEGENDS

MD100 MECHANICAL GROUND FLOOR DEMOLITION PLAN

MH100 MECHANICAL GROUND FLOOR HVAC PLAN

MH101 MECHANICAL FIRST AND SECOND FLOOR PLAN

MP100 MECHANICAL GROUND FLOOR PIPING PLAN

M500 MECHANICAL DETAILS

M501 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M700 MECHANICAL CONTROLS

ELECTRICAL

E001 ELECTRICAL LEGENDS AND ABBREVIATIONS

ED100 ELECTRICAL GROUND FLOOR DEMOLITION PLAN

ED101 ELECTRICAL FIRST FLOOR DEMOLITION PLAN

EL100 ELECTRICAL GROUND FLOOR NEW WORK LIGHTING PLAN

EP100 ELECTRICAL GROUND FLOOR NEW WORK POWER PLAN

EY100 ELECTRICAL GROUND FLOOR NEW WORK FIRE ALARM PLAN

EP102 ELECTRICAL ROOF NEW WORK PLAN

EE600 ELECTRICAL PANELBOARD SCHEDULES

TECHNOLOGY

T001 LEGEND AND INDEX

TD100 TECHNOLOGY GROUND FLOOR DEMOLITION PLAN

TD101 TECHNOLOGY FIRST FLOOR DEMOLITION PLAN

TD102 ENLARGED PLANS

TN100 TECHNOLOGY GROUND FLOOR OVERALL NEW WORK PLAN

TN101 TECHNOLOGY GROUND FLOOR NEW WORK PLAN

TN102 TECHNOLOGY FIRST FLOOR NEW WORK PLAN

TN103 TECHNOLOGY FIRST FLOOR NEW WORK PLAN BUILDING 77

TN104 TECHNOLOGY SECOND FLOOR NEW WORK PLAN BUILDING 77

TN105 TECHNOLOGY THIRD FLOOR NEW WORK PLAN BUILDDING 77

TN401 DISPATCH EQUIPMENT ROOM ENLARGED PLANS

TN402 ENLARGED TR L121-204

TN403 TECHNOLOGY GROUND FLOOR ENLARGED DISPATCH PLAN

TN501 DETAILS

TN502 DETAILS AND SCHEDULE

TN503 DISPATCH EQUIPMENT DETAILS

TN601 SINGLE LINE DIAGRAMS

TN602 FIBER RISER DIAGRAM

TOTAL SHEETS: 56

PROJECT LOCATION

CAMPUS MAPVICINITY MAPGENERAL NOTES

KEY PLAN

BUILDING OUTLINE

PROJECT LOCATION

NORTH

BUILDING 204

FLOOR/ ROOF ABOVE

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:1

P

M

GI000

COVER SHEET

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

NORTH NORTH

PROJECT LOCATION

CONSTRUCTION DOCUMENTS 100% 12/09/2024

A101

SIM

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

PLAN NORTH

(SEE CIVIL FOR TRUE NORTH)

SYMBOLS

A101

SIM BUILDING SECTION NUMBER W/ SHEET NUMBER

DOOR TAG

WALL TAGA1

2D-124

KEYNOTE

REVISION TAG

CEILING HEIGHT TAG

00.00

9' - 0"

WINDOW TAGA

MATERIAL TAGP-1

EQUIPMENT TAG - JSN NUMBERF0340

ROOM TAG WITH NAME AND NUMBER

EXPANSION JOINTEJ

ROOM NAME

1D-124

NORTH

FIELD VERIFY DEPTH OF

STRUCTURE

APPROX LINE OF CEILING

SEE REFLECTED CEILING

PLAN FOR PROPOSED

CEILING HEIGHTS

UNDERSIDE OF

STRUCTURAL DECK

MECHANICAL

PENETRATION

ROUGH OPENING

DOOR

ROUGH

OPENING

WINDOW

ROUGH

OPENING

MECHANICAL

PENETRATION

ROUGH OPENING

TOP OF SLAB

H

H

H

H

H

H J J

JJ

S

S

S

S

S

S

J J

JJ

DEFLECTION TRACK. SEE

PARTITION TYPES ON

GI002.

SPAN 4 TO 6 FT:

6" STUD, 20 GA

SPAN 6 TO 10 FT:

8" STUD, 16 GA

SPANS 10 TO 16 FT:

8" STUD, 14 GA

HEADER: SECTION H-H

TYPE A

JAMB: SECTION J-J SILL: SECTION S-S

TYPE B

C-STUD

CSJ, 50 KSI

TRACK STUD

CSJ, 50 KSI

TRACK STUD,

TSB, 33 KSI

SPANS: > 4 FEET

3 5/8" STUD

20 GA

JAMB STUD

(BEYOND)

#8 SCREWS @ 6"

O.C. MAX., TYP.

#8 SCREWS @ 6"

O.C. MAX., TYP.

TYPE A

TYPE B

TYPE A

TYPE B

CLIP ANGLE

ATTACHMENT TOP

AND BOTTOM

JAMB STUD

(BEYOND)

STUD PER PARTITION

SCHEDULE

SPAN 4 TO 6 FT:

6" STUD, 20 GA

SPAN 6 TO 10 FT:

8" STUD, 16 GA

SPANS 10 TO 16 FT:

8" STUD, 14 GA

SPANS: > 4 FEET

3 5/8" STUD

20 GA

DOUBLE C-STUDS

CSJ, 50 KSI

TRACK STUD CSJ, 50 KSI

TRACK STUD,

TSB, 33 KSI

#8 SCREWS @ 6"

O.C. MAX., TYP.

#8 SCREWS @ 6"

O.C. MAX., TYP.

CLIP ANGLE ATTACHMENT

TOP AND BOTTOM

STUD PER PARTITION

SCHEDULE

JAMB STUD

(BEYOND)

#12 - 14 FASTENERS

@ 24" O.C. MIN. EA. SIDE

TRACK STUD

TSB 33 KSI

(BELOW)

STUD PER PARTITION

SCHEDULE

STUD PER PARTITION

SCHEDULE

OPENING

OPENING

TRACK STUD TSB 33 KSI

(BELOW)

#12 - 14 FASTENERS

@ 24" O.C. MIN.

CLIP ANGLE

ATTACHMENT

(BEYOND)

CLIP ANGLE

ATTACHMENT

(BEYOND)

#12 - 14 FASTENERS

@ 24" O.C. MIN.

TRACK STUD TSB 33 KSI

(BELOW)

TRACK STUD TSB 33

KSI (BELOW)

C-STUD

CSJ, 50 KSI

C-STUD

CSJ, 50 KSI

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT/ ARCHITECTURAL

B.U.R. BUILT-UP ROOFING

BLDG. BUILDING

BOT. BOTTOM

C.J. CONSTRUCTION JOINT

C.O. CONTRACTING OFFICER

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CC CONTRACTOR FURNISHED AND INSTALLED

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC. CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR. CENTER

CV CONTRACTOR FURNISHED/ V.A. INSTALLED

DIA. DIAMETER

DIM. DIMENSION

DIV. DIVISION

DWGS DRAWINGS

(E) EXISTING

E.A. EACH

E.J. EXPANSION JOINT

EQ EQUAL

ETR EXISTING TO REMAIN

EX. EXAMPLE

EXP. A. EXPANSION ANCHOR

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.O.B. FACE OF BUILDING

FTG. FOOTING

G.B. GRAB BAR

GA. GAUGE

GALV. GALVANIZED

GSF GROSS SQUARE FOOTAGE

GYP GYPSUM BOARD

H.M. HOLLOW METAL

H.S.S. HOLLOW STRUCTURAL STEEL

ICRA INFECTION CONTROL RISK ASSESSMENT

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MAX MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

(N) NEW

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPNG OPENING

OPP. OPPOSITE

P. PAINT

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PL. PLATE

PT PORCELAIN TILE

Q.T. QUARRY TILE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RAD. RADIUS

RB RUBBER BASE

REF. REFERENCE

REINF. REINFORCING

RES RESINOUS FLOORING

SD STATIC DISSIPATIVE FLOORING

SF SQUARE FOOT (FEET)

SIM. SIMILAR

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SS STAINLESS STEEL

T.O.C. TOP OF CURB

T.O.P. TOP OF PAVEMENT

TME TO MATCH EXISTING

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

V.I.F. VERIFY IN FIELD

VB VAPOR BARIER

VC V.A. FURNISHED/ CONTRACTOR INSTALLED

VT VINYL TILE

VV V.A. FURNISHED AND INSTALLED

W.C. WATER CLOSET

W.W.F. WELDED WIRE FABRIC

WSF WELDED SEAM SHEET FLOORING

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:1

P

M

GI001

SYMBOLS, ABBREVIATIONS, AND

PARTITION NOTES

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

1/4" = 1'-0"

FRAME WALL ROUGH OPENING DIAGRAM

3" = 1'-0"

HEAD JAMB & SILL CONFIGURATIONS - TYPICAL

A. REFER TO GI001 FOR WALL FRAME AND HEAD JAMB & SILL CONFIGURATIONS.

B. REFERENCE FLOOR PLANS FOR PARTITION TYPES.

C. COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR OPENINGS THAT ACCOMMODATE NEW

MECHANICAL, ELECTRICAL, AND PLUMBING WORK.

D. ANCHOR GYPSUM BOARD WITH SCREWS AT 8" O.C. MAX. ON EDGES AT 12" O.C. MAX. IN FIELD PER UL DESIGN

NUMBERS LISTED.

E. LABEL ALL RATED PARTITIONS ABOVE CEILING WITH PLAQUE OR STENCILED SIGN READING: "(SMOKE BARRIER/ FIRE BARRIER/ SMOKE RESISTIVE) : SEAL AND PROTECT ALL OPENINGS". REFER TO PARTITION SCHEDULE ON THIS SHEET

FOR RATING TYPE. SIGN SHALL BE PLACED ON BOTH SIDES OF PARTITIONS.

F. COORDINATE FRAMING WITH FIRE AND SMOKE DAMPERS AT PENETRATIONS IN RATED PARTITIONS.

G. 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.

H. ROUGH OPENING FRAMING CONFIGURATIONS DEPICTED BY THE FRAME OF THE WALL ROUGH OPENING DIAGRAM ARE BASED ON COLD FORMED METAL FRAMED WALL PARTITIONS AND ARE CONCEPTUAL IN NATURE - REFER TO ENLARGED

DETAILS FOR FURTHER CONTEXT.

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

OPPOSITE FACE OF WALLS.

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

HUNG EQUIPMENT.

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

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

L. REFER TO DIMENSION PLANS FOR AREAS THAT REQUIRE MOISTURE RESISTIVE GYPSUM BOARD SHEATHING.

M. 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.

N. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND SEALANT. ALL JOINT OF GYPSUM BOARD PANELS SHALL BE STAGGERED, TAPED, AND SEALED. FRAMING TO 1/2" +/-

CLEARANCE AT PERIMETER OF MECHANICAL DUCTWORK.

O. SOUND ATTENUATION BATTS (SAB) ARE TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED

OTHERWISE.

P. WHERE WALL TYPE GRAPHICS DEPICT REINFORCED CONCRETE OR MASONRY UNIT CONSTRUCTION, REINFORCING SYMBOLS ARE OMITTED FOR CLARITY. REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT DESIGN.

Q. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT. AT FIRE RATED COLD-FORMED STEEL FRAMING PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS FOR 1" MINIMUM VERTICAL MOVEMENT. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF

THE STUDS.

R. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTIC IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL

4X8 (MR) MOISTURE RESISTANT BOARD CENTERED ON FIXTURE.

GENERAL PARTITION NOTES

CONTINUOUS SEALANT AT BOTH SIDES OF TRACK

SCHEDULED BASE

CONTINUOUS TRACK AND FASTENERS @ 16" O.C. MAX

FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD ON EACH SIDE

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

COLD FORMED STEEL FRAMING

SUBSTRATE [1] SUBSTRATE [2]MARK

3 1/2" BATTA1 COLD-FORMED STEEL4 7/8"

TYPE A - TYPICAL PARTITION

(1) 5/8" GYPSUM BOARD

TYPE "X"

WALL THICKNESS CORE STRUCTURE

(1) 5/8" GYPSUM BOARD

TYPE "X"

INSULATION /

BATT

STUD SIZE RATING UL

3 5/8" - -

EXISTING STRUCTURE ABOVE

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS

ABOVE TRACK

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

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

ATTACH GWB TO STUDS ONLY AND ATTACH STUDS

TO THE DEFLECTION TRACK.

BALLISTIC

RESISTANCE

3 1/2" BATTA1.1 COLD-FORMED STEEL5 1/8" (1) 5/8" GYPSUM BOARD

TYPE "X"

(1) 5/8" GYPSUM BOARD

TYPE "X"

3 5/8" -1/4" ARMORED

PLATE

LEVEL 3 ARMORED PLATE BALLISTIC

RESISTANCE - REFER TO SCHEDULE

6" BATTA2 COLD-FORMED STEEL7 1/2" (1) 5/8" GYPSUM BOARD

TYPE "X"

(1) 5/8" GYPSUM BOARD

TYPE "X"

6" - UL752

LEVEL 3

1/4" ARMORED

PLATE

UL752

LEVEL 3

6" BATTA2.1 COLD-FORMED STEEL7 1/2" (1) 5/8" GYPSUM BOARD

TYPE "X"

(1) 5/8" GYPSUM BOARD

TYPE "X"

6" UL752

LEVEL 3

1/4" ARMORED

PLATE

1 HR

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

COLD FORMED STEEL FRAMING

FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD

SECTION AT FLOOR

SUBSTRATE [1] SUBSTRATE [2]MARK

3 1/2" BATT B1 COLD-FORMED STEEL4 1/4" -

WALL THICKNESS CORE STRUCTURE

(1) 5/8" GYPSUM BOARD

INSULATION /

BATT

STUD SIZE RATING UL

3 5/8" - -

TYPE B - ONE SIDED PARTITION

SCHEDULED CEILING SECTION AT CEILING

CONTINUOUS SEALANT AT BOTH SIDES OF TRACK

SCHEDULED BASE

CONTINUOUS TRACK AND FASTENERS @ 16" O.C. MAX

EXISTING STRUCTURE ABOVE

FIRESTOP SEALANT

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE

TRACK

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

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

ATTACH GWB TO STUDS ONLY AND ATTACH STUDS TO THE

DEFLECTION TRACK.

BALLISTIC

RESISTANCE

CONTINUOUS SEALANT AT PROJECT SIDE OF TRACK

SCHEDULED BASE

EXISTING TRACK AND FASTENERS TO REMAIN

FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD ON PROJECT SIDE

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

COLD FORMED STEEL FRAMING TO REMAIN

SUBSTRATE [1] SUBSTRATE [2]MARK

3 1/2" BATTE1.1 COLD-FORMED STEEL4 7/8"

TYPE E1 - ETR PARTITION

ETR

WALL THICKNESS CORE STRUCTURE

(1) 5/8" GYPSUM BOARD

TYPE "X"

INSULATION /

BATT

STUD SIZE RATING UL

3 5/8" - UL 752

LEVEL 3

EXISTING STRUCTURE ABOVE

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE

TRACK

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

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

ATTACH GWB TO STUDS ONLY AND ATTACH STUDS TO THE

DEFLECTION TRACK.

BALLISTIC

RESISTANCE

1/4" ARMORED

PLATE

LEVEL 3 ARMORED PLATE BALLISTIC

RESISTANCE - REFER TO SCHEDULE

CONTINUOUS TRACK AND FASTENERS @ 16" O.C. MAX

SCHEDULED BASE

NEW FULL HEIGHT SOUND ATTENUATION BLANKET

(1) LAYER GYPSUM BOARD

SCHEDULED CEILING

SECTION AT FLOOR

SECTION AT CEILING

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

COLD FORMED STEEL FRAMING

SUBSTRATE [1] SUBSTRATE [2]MARK

6" BATTE2.1 COLD-FORMED STEELETR + 7 5/8"

TYPE E2 - ETR PARTITION

ETR

WALL THICKNESS CORE STRUCTURE

(1) 5/8" GYPSUM BOARD

TYPE "X"

INSULATION /

BATT

STUD SIZE RATING UL

6" - UL 752

LEVEL 3

EXISTING STRUCTURE ABOVE

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE

TRACK

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

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

ATTACH GWB TO STUDS ONLY AND ATTACH STUDS TO THE

DEFLECTION TRACK.

BALLISTIC

RESISTANCE

1/4" ARMORED

PLATE

LEVEL 3 ARMORED PLATE BALLISTIC

RESISTANCE - REFER TO SCHEDULE

EXISTING GYPSUM BOARD PARTITION, TRACK AND FASTENERS

TO REMAIN.

1/2"

ACOUSTICAL SEALANT

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

2 1/2" CH COLD FORMED METAL FRAMING

(1) LAYER GYPSUM BOARD

SECTION AT FLOOR

SUBSTRATE [1] SUBSTRATE [2]MARK

-S1 COLD FORMED STEEL3 1/8" (1) 1" GYPSUM BOARD

WALL THICKNESS CORE STRUCTURE

(1) 5/8" GYPSUM BOARD

INSULATION /

BATT

STUD SIZE RATING UL

2 1/2" 1-HOUR U415 A

TYPE S - RATED SHAFT

SCHEDULED CEILING SECTION AT CEILING

CONTINUOUS SEALANT AT BOTH SIDES OF TRACK

SCHEDULED BASE

CONTINUOUS TRACK AND FASTENERS @ 16" O.C. MAX

EXISTING STRUCTURE ABOVE

FIRESTOP SEALANT AT EACH SIDE OF PARTITION

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE

TRACK

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

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 WITH SCHEDULED FLOOR FINISH

FURRING HAT CHANNEL @ 24" O.C. MAX

(1) LAYER GYPSUM BOARD

SECTION AT FLOOR

SUBSTRATE [1] SUBSTRATE [2]MARK

-F1 FURRING CHANNEL1 1/2" -

WALL THICKNESS CORE STRUCTURE

(1) 5/8 GYPSUM BOARD

INSULATION /

BATT

STUD SIZE RATING UL

7/8" - -

TYPE F - FURR OUT PARTITION

SCHEDULED CEILING SECTION AT CEILING

CONTINUOUS SEALANT

SCHEDULED BASE

EXISTING STRUCTURE ABOVE

FACE OF EXISTING WALL OR COLUMN

EXTEND GYPSUM BOARD 6" BEYOND

CEILING LEVEL

KEY PLAN

BUILDING OUTLINE

PROJECT LOCATION

NORTH

BUILDING 204

FLOOR/ ROOF ABOVE

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:2

P

M

GI002

WALL TYPES

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

M A

X

M

IN

P R

E F

E R

R E

D H

E

IG

H T

4' -1

/2

M

A X

PAPER TOWEL

DISPENSER WALL MTD

COAT HOOK

SOAP DISPENSER

SURFACE

COMBINATION PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE

M A

X

M

IN

TOWEL BAR

P R

E F

E R

R E

D H

E

IG

H T

4' -0

" P R

E F

E R

R E

D H

E

IG

H T

6' -6

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

M A

X

M

IN

M A

X

M

IN

P R

E F

E R

R E

D H

E

IG

H T

3' -4

M

A X

MIRROR

IF USED: ONE PER

ROOM REQUIRED

TO BE ACCESSIBLE

P R

E F

E R

R E

D S

T A

N D

A R

D H

E

IG

H T

5' -1

/2

P R

E F

E R

R E

D H

E

IG

H T

4' -0

P R

E F

E R

R E

D H

E

IG

H T

3' -8

O

V E

R L

A V

A T

O R

Y

P R

E F

E R

R E

D H

E

IG

H T

3' -8

O

V E

R L

A V

A T

O R

Y

P R

E F

E R

R E

D H

E

IG

H T

3' -8

O

V E

R L

A V

A T

O R

Y

P R

E F

E R

R E

D H

E

IG

H T

W

IT

H C

LE

A

R A

P P

R O

A C

H

P R

E F

E R

R E

D H

E

IG

H T

3' -8

O

V E

R L

A V

A T

O R

Y

P R

E F

E R

R E

D H

E

IG

H T

W

IT

H C

LE

A

R A

P P

R O

A C

H

SANITARY NAPKIN

DISPOSAL

P R

E F

E R

R E

D H

E

IG

H T

2' -6

M A

X

M

IN

P R

E F

E R

R E

D H

E

IG

H T

4' -0

M A

X

M

IN

FIG. 404.2.4.1

MANEUVERING CLEARANCE AT SWINGING DOORS

FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE

LATCH APPROACH, PUSH SIDE

LATCH APPROACH, PULL SIDE

FIG. 404.2.4.2

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH

FIG. 404.2.6

TWO DOORS IN A SERIES

(A) (B)

(1

5)

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 405.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

FIG. 703.2.4.4

CHARACTER HEIGHT

LIBRARY

(1 6-

FIG. 703.2.8

MOUNTING LOCATION AT DOORS

(4

(455)

(A) HINGED DOOR

(B) SLIDING DOOR

(C) FOLDING DOOR

FIG. 404.2.3

CLEAR WIDTH OF DOORWAYS

FRONT APPROACH, PULL SIDE

FIG. 604.2/604.3.1

WATER CLOSET LOCATION/

SIZE CLEARANCE

M A

X

FIG. 303.2

VERTICAL CHANGES IN LEVEL

FIG. 303.3

BEVELED CHANGES IN LEVEL

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

FIG. 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

CL

M

IN

. 18" MIN.

M

IN

36" MIN.

M

IN

42" MIN.

M

IN

M

IN

54" MIN.

M

IN

. 24" MIN.

12" MIN.

24" MIN.

M

IN

48" MIN. 48" MIN.

54" MIN.

M

IN

"M

IN

M

IN

24" MIN.

60" MIN. (ABAAS)

M

IN

(A

B A

A S

48" MIN.

M

IN

30" MIN.

M

IN

M

IN

(A

B A

12" MIN. 36" MIN (ABA) 12" MIN.

M

IN

36" MIN. 60" MIN.

M

IN

X

5"

X

4"

16"-18"

60" min. (ABAAS) m in

A

B A

A S

5/ 8"

-2

18" MIN.

m in m in

24" max.48" min.24" max.

32" min.

32" min.

32" min.

1/ 4"

1/ 4"

1/

2"

4" MAX.

X

0"

X

7"

M

IN

25" MAX

SIDE VIEW

PLAN

FINISH

FLOOR

8" MIN

11" MIN

M

IN

9" M

IN

ELEMENT

ELEMENT

A

B

FIG. 306.3

KNEE CLEARANCE

9" M

IN

M

IN

17" - 25"

SIDE VIEW

PLAN

6" MAX

FINISH

FLOOR

ELEMENT

ELEMENT

A

B

FIG. 306.2

TOE CLEARANCE

TRANSFER

SIDE

FIG. 604.5.2

REAR WALL GRAB BAR FOR WATER CLOSET

FIG. 604.4/604.5.1 & FIG. 604.7

HEIGHT OF WATER CLOSET/

SIDE WALL GRAB BAR FOR WATER CLOSET

DISPENSER LOCATION

FIG. 604.4/604.5.1

HEIGHT OF WATER CLOSET/

SIDE WALL GRAB BAR FOR WATER CLOSET

M

IN

M A

X

UNOBSTRUCTED FORWARD APPROACH OBSTRUCTED HIGH FORWARD APPROACH

>20" - 25" MAX

M A

X

M A

X

M

IN 48

M

A X

10" MAX

M A

X

M A

X

10" MAX

UNOBSTRUCTED SIDE APPROACH OBSTRUCTED HIGH SIDE APPROACH

M A

X

M A

X

>10" - 24" MAX

20" MAX

FIG. 308.2.1 FIG. 308.2.2 FIG. 308.3.1 FIG. 308.3.2

RECESSED DOOR/ GATE

(RECESSED GREATER THAN 8")

M

IN

M

IN

18" MIN

12"

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN.

M

IN

M A

X

R E

F

LE

C T

E D

S U

R F

A C

E

M A

X

M A

X

9" M

IN

SIDE VIEWFRONT VIEW

M

IN

6" MAX

MIRROR

LAVATORY

1'-3" MIN

M

IN

30" MIN

INSULATE EXPOSED PIPING

M A

X

M

IN

M

IN

6"

1" KNEE CLEARANCE

RISES FROM 9" AT 6:1

"X

APPROACH

SPACE

11" MIN

KNEE CLEARANCE

6:1 RISE RATE

6" M

A X

48" MIN

"X

48"

APPROACH

3"

3"

TOE CLEARANCE

KNEE

CLEARANCE

KNEE CLEARANCE

25" MAX

17" MIN

TOE CLEARANCE

PLAN

15" MIN

FIG. 606.3

HEIGHT OF LAVATORIES AND SINKS

66" MIN. (VA)

66" MIN. (VA BARIATRIC)

60" MIN. (ABAAS)

66" MIN. (VA)

M

IN

V

A

M

IN

V

A

42" MIN (VA)

72" MIN. (VA BARIATRIC)

M

IN

(V

A B

A R

IA

T

R

IC

48" MIN (VA BARI)

M

IN

V

A B

A R

I) m in

V

A

72" min. (VA) 19

M A

X

M

IN

M A

X

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

GRAB BAR

M A

X

M

IN

18" MAX

16" MIN

SANITARY NAPKIN DISPOSAL AT

WOMEN OR UNISEX, SUGGESTED

LOCATION

1 1/2"

36" MIN

6" MAX

24" MIN

12" MIN.

36" MAX

M A

X

M

IN

M

IN

41" MAX

39" MIN

VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

M A

X

M

IN

M

IN

SIDE WALL

REAR WALL

VERTICAL GRAB BAR

CL

12" MAX 42" MIN

54" MIN

M A

X

M

IN

CL

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:2

P

M

GI003

ACCESSIBILITY REQUIREMENTS

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

1/2" = 1'-0"

TOILET FIXTURES AND ACCESSORIES

GREEN RM BROWN RM

AUDIOLOGY

SHELL SPACE - 274

UP

UP

DN

LIFE SAFETY LEGEND

E

NEW CONSTRUCTION

EXISTING PARTITION

EXISTING 1-HOUR FIRE BARRIER

PROPOSED 1-HOUR FIRE BARRIER

EXISTING 2-HOUR FIRE BARRIER

PROPOSED 2-HOUR FIRE BARRIER

EXIT SIGN

EXISTING EXIT SIGN

EXIT STAIRWELL/ PASSAGEWAY

COMMON PATH OF TRAVEL

TRAVEL DISTANCE TO EXIT

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

MECH

L032A

DATA CLOSET

L024A

BATH

L020A

PSYCHIATRY ON-CALL

L020

GAIT & BALANCE LAB

L024A

LOGISTICS ASST. CHIEF

L021

LOGISTICS CHIEF

L022

STAIR-2

PLUMB

L034

CORRIDOR

C0-3

CORRIDOR

C0-4

CORRIDOR

C0-2

MED. REC. ADMIN

L025

MED SVC ON-CALL

L016

OFFICE

CONFERENCE

L026

OFFICE

L041

LOGISTICS

L039

ELECTRICAL

L037

OPEN TRAINING

TELECOM ROOM

L039

VACANT

L037A

STORAGE

L037B

ELECTRICAL ROOM

L001A

EXISTING MECH ROOM

L001

ELEVATOR EQUIPMENT

MORGUE

L014

BATH

L015A

MED SVC ON-CALL

L015

CHIEF OF STUD. SERV.

L013

RELEASE OF INFORMATION

L012

HAC

L009

STORAGE

L008

CORRIDOR

C0-17

MECHICAL ROOM

L002

FEMALE TOILET

L010 STUDENT LAB

L007

VESTIBULE

L006

ELEVATOR EQUIPMENT

L003

FEMALE TOILET

L004

MENS TOILET

L005

STAIR-1

CORRIDOR

C0-1

CORRIDOR

C0-16

BREAK ROOM

L048

AUDIOLOGY OFFICE

L046

CORRIDOR

C0-12

REPAIR LAB

L055

PASSAGE

L043A

ELECTRIC

L050

MALE TOILET

L011

STORAGE

L008

STAIR-4

AUDIOLOGY OFFICE

L045

ELEVATOR

S-17

ELEVATOR

S-18

AUDIOLOGY CONFERENCE

ROOM

L042

84' COMMON PATH OF TRAVEL

(MAXIMUM 100')

167' TRAVEL DISTANCE TO EXIT

(MAXIMUM 300')

PROJECT LOCATION

EXISTING BUSINESS

1,350 SF

1 / GI102

OCCUPANCY:

AREA:

ENLARGED PLAN:

E

E

E

E

BIO-MED REPAIR

L032

POLICE DISPATCH

L024

' M

A X

D E

A D

E N

D

E

E

0.81.31.72.3

TT

SS

RR

PP

NN

MM

LL

0.6

UU

JJ

CC

DD

EE

FF

GG

HH

2.62.73.94.55.26.37.27.78.29.29.710.2

W A

S T

E C

O L

L E

C T

IO

N

L B

KEY PLAN

BUILDING OUTLINE

PROJECT LOCATION

NORTH

BUILDING 204

FLOOR/ ROOF ABOVE

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:2

P

M

GI101

GROUND FLOOR LIFE SAFETY

OVERALL

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

1/8" = 1'-0"

GROUND FLOOR OVERALL LIFE SAFETY PLAN

LIFE SAFETY LEGEND

EXISTING PARTITION

EXISTING 1-HOUR FIRE BARRIER

PROPOSED 1-HOUR FIRE BARRIER

EXISTING 2-HOUR FIRE BARRIER

EXIT SIGN

EXISTING EXIT SIGN

EXIT STAIRWELL/ PASSAGEWAY

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

FIRE EXTINGUISHER

NOT IN SCOPE

PSYCHIATRY ON-CALL

L020

GAIT & BALANCE LAB

L023

LOGISTICS ASST.

CHIEF

L021

LOGISTICS CHIEF

L022

STAIR-2

PLUMB

L034

CORRIDOR

C0-4

CORRIDOR

C0-2

MED SVC ON-CALL

L016

CONFERENCE

L026

OFFICE

L041

LOGISTICS

L039

BUSINESS

1 OCCUPANT(S)

99 SF

LOCKER ROOM

L024E

39 SF

ENTRANCE

L024F

64 SF

BATHROOM

L024C

BUSINESS CONCENTRATED

10 OCCUPANT(S)

485 SF

POLICE DISPATCH

L024

BUSINESS CONCENTRATED

2 OCCUPANT(S)

112 SF

BREAKROOM

L024D

49 SF

MECHANICAL

L024A

69 SF

DATA CLOSET

L024B

BUSINESS

2 OCCUPANT(S)

251 SF

BIO-MED REPAIR

L032

E

E

0.81.31.72.3

TT

SS

RR

PP

NN

MM

LL

0.6

JJ

2.62.73.94.5

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:4

P

M

GI102

ENLARGED LIFE SAFETY PLAN

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

NFPA CODE REVIEW

VA PROJECT #621-23-104

RELOCATE POLICE DISPATCH

MT HOME VA HEALTH CARE SYSTEM

APPLICABLE CODES AND STANDARDS

NFPA 101 LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION

VA BARRIER FREE STANDARD - A SUPPLEMENT TO THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS (ABAAS)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

OSHA STANDARDS

VA FIRE PROTECTION DESIGN MANUAL, 2021 VERSION

NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022 VERSION

VA PLUMBING DESIGN MANUAL, 2021 VERSION

2018 TENNESSEE PLUMBING CODE

NFPA 99: HEALTH CARE FACILITIES CODE, 2021 VERSION

VA HVAC DESIGN MANUAL – 2017

NFPA 90A - 2024

INTERNATIONAL MECHANICAL CODE - 2015 EDITION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE 62.1

VENTILATION OF HEALTH CARE FACILITIES – ASHRAE 170

UL 752

OCCUPANCY GROUPS

B BUSINESS

CONSTRUCTION TYPE

ACCEPTABLE CONSTRUCTION TYPES BASED ON OBSERVATIONS OF CONSTRUCTION MATERIALS

INCLUDE TYPE I (443), I (332) AND II (222). THIS REPORT WILL USE THE LEAST RESTRICTIVE

TYPE II (222).

SPRINKLERED BUILDING

YES: NFPA 13 - SEE FIRE PROTECTION SECTION

FIRE RESISTIVE CONSTRUCTION

2024 NFPA 220

TABLE 4.1.1 CONSTRUCTION TYPE II (222):

EXTERIOR BEARING WALLS: 2-HOUR

INTERIOR BEARING WALLS: 2-HOUR

COLUMNS: 2-HOUR

BEAMS, GIRDERS, TRUSSES, AND ARCHES: 2-HOUR

FLOOR-CEILING ASSEMBLIES: 2-HOUR

ROOF-CEILING ASSEMBLIES: 1-HOUR

INTERIOR NONBEARING WALLS: 0-HOUR

EXTERIOR NONBEARING WALLS: 0-HOUR

INTERIOR PARTITIONS

TYPE: LOCATION: FIRE RATING:

FIRE BARRIER

SHAFTS / STAIR ENCLOSURE 2 HOUR

EXIT PASSAGEWAYS 2 HOUR

HORIZONTAL EXIT 2 HOUR

INCIDENTAL USES 1 HOUR

INTERIOR WALL AND CEILING FINISH REQUIREMENTS

39.3.3.2.2 INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A, CLASS B, OR CLASS C IN AREAS OTHER

THAN EXITS AND EXIT ACCESS CORRIDORS.

FIRE PROTECTION

AUTOMATIC SPRINKLER SYSTEM

YES: NFPA 13

SECONDARY WATER SUPPLY: CONNECTION TO 2 MAINS / ON SITE WATER SUPPLY

FIRE PUMP: REQUIRED / NOT REQUIRED

PORTABLE FIRE EXTINGUISHERS

HAZARD CLASS: LIGHT HAZARD

FIRE EXTINGUISHER TYPE / SIZE: 4A-80B:C

MAXIMUM FLOOR AREA PER EXTINGUISHER: 11,250 SF

FIRE ALARM AND DETECTION SYSTEM

MANUAL FIRE ALARM: ONE PULL STATION REQUIRED (SPRINKLERED)

SPRINKLER WATER FLOW: REQUIRED

AUTOMATIC SMOKE DETECTION: REQUIRED

EMERGENCY VOICE/ALARM: REQUIRED / PROVIDED

FIRE DEPARTMENT COMMS.: PROVIDED IN LIEU OF RADIO SYSTEM

SMOKE ALARMS: REQUIRED

CARBON MONOXIDE ALARMS: REQUIRED

MEANS OF EGRESS

OCCUPANT LOAD FACTORS

7.3.1.2 OCCUPANT LOAD OF SPACE (PROJECT AREA ONLY):

GROUND FLOOR: 15 OCCUPANTS

EGRESS WIDTH FACTORS

STAIRWAYS: 0.3" / OCCUPANT

OTHER EGRESS COMPONENTS: 0.2" / OCCUPANT

EXIT ACCESS TRAVEL DISTANCE

39.2.6.3. TRAVEL DISTANCE TO AN EXIT SHALL NOT EXCEED 300 FT IN BUSINESS OCCUPANCIES PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

CORRIDOR MAXIMUM DEAD END

39.2.5.3 DEAD END CORRIDORS SHALL NOT EXCEED 50 FT.

39.2.5.3.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT ON A STORY PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1.

STRUCTURAL

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

PROJECT SCOPE AREA

GROUND FLOOR: 1,350 SF

TOTAL: 1,350 SF

1/4" = 1'-0"

ENLARGED GROUND FLOOR LIFE SAFETY PLAN

DUE TO THE LOCATION OF RENOVATION WORK INDICATED CONSTRUCTION IS WITHIN THE INFECTION RISK CATEGORY FOUR (IV) .

THE INFECTION AND DUST CONTROL PLANS SHALL BE DISTRIBUTED TO AND APPLIED BY ALL CONTRACTORS PERFORMING WORK

ON THIS PROJECT.

A. REFER TO PHASING PLANS AND SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS FOR ADDITIONAL INFECTION

CONTROL INFORMATION.

B. COORDINATE ALL WORK ASSOCIATED WITH PROJECT FOLLOWING THE SITE-SPECIFIC INFECTION CONTROL RISK ASSESSMENT.

C. AREAS ADJACENT TO IMMEDIATE (PHASED) WORK AREAS WILL BE FULLY OCCUPIED AND FUNCTIONING NORMALLY

THROUGHOUT THE CONSTRUCTION PERIOD.

D. THERE WILL BE ZERO TOLERANCE FOR ANY DUST MIGRATION OUTSIDE OF THE IMMEDIATE WORK SITE AREAS IDENTIFIED BY

PHASING PLANS.

E. CONTRACTOR SHALL PROVIDE FOR PROFESSIONAL TERMINAL CLEANING OF PHASED WORK AREAS PRIOR TO TURNING OVER

TO THE VA MEDICAL CENTER FOR OCCUPANCY.

F. EXTERIOR DEMOLITION ACTIVITIES (INCLUDES CUTTING AND PATCHING):

a. EVALUATE EXISTING SITE CONDITIONS TO DETERMINE THE PRESENCE OF ANY OUTSIDE AIR INTAKES WITHIN 20 FEET OF

THE PROPOSED EXTERIOR WORK.

b. IF PRESENT - IN COLLABORATION WITH VA COR, DETERMINE IF THE IMPACTED EXTERIOR AREAS OF THE FACILITY CAN

OPERATE TEMPORARILY ON RECIRCULATED AIR VS. OUTSIDE AIR.

• IF FEASIBLE - SEAL OFF AIR INTAKES WITHIN 20 FEET OF DUST GENERATING WORK.

• IF NOT FEASIBLE - ROUTINELY CHECK THE LOW-EFFICIENCY FILTER BANKS LOCATED IN LINE WITH ADJACENT AIR

INTAKE(S) AND REPLACE AS NEEDED TO REDUCE PARTICULATE BUILD-UP.

c. SEAL WINDOWS AND REDUCE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND

CORRIDORS) THAT MAY BE IMPACTED BY CONSTRUCTION. PAY SPECIAL ATTENTION TO PROTECTIVE ENVIRONMENT (PE)

AREAS.

G. INTERIOR DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL:

a. BARRIER SYSTEMS: PHASED AREAS OF WORK SHALL BE ISOLATED FROM ADJACENT AREAS WITH 1-HR RATED DUST

PARTITIONS.

b. DUE TO MULTIPLE PHASES, CONTRACTOR MAY UTILIZE PRE-ENGINEERED (MODULAR) TEMPORARY CONSTRUCTION

PARTITIONS LIKE THOSE MANUFACTURED BY EDGE GUARD PRODUCTS, 216 N. PLATT ST., BEMENT, IL 61813, TELE

217-552-5418, WEBSITE: WWW.EDGE-GUARD.COM OR APPROVED EQUAL.

• IN LIEU OF MODULAR WALL SYSTEMS, CONTRACTOR MAY BUILD ON-SITE DUST PARTITIONS TO BE METAL FRAMED

WITH GYPSUM WALL BOARD ON EACH SIDE. PARTITION TO BE CONSTRUCTED EQUAL TO UL DESIGN U465.

c. DUST PARTITIONS SHALL BE INSTALLED WITH A TIGHT SEAL AT FLOOR AND CEILING OR STRUCTURE ABOVE CEILING.

WHERE PROJECT AREA DEMISING WALLS ARE SHOWN TO BE EXTENDED UP TO STRUCTURE ABOVE - PROVIDE AIR TIGHT SEAL AT BOTH TOP OF EXISTING DEMISING WALL (TO BE EXTENDED) AND AT STRUCTURE ABOVE.

• WHERE PROJECT AREA DEMISING WALL EXTENSIONS IMPACT EXISTING FIRE PROOFED STEEL STRUCTURE -

CAREFULLY REMOVE THE FIREPROOFING (ONLY) IN AREA WHERE TOP WALL TRACK MEETS EXISTING STEEL. PATCH ANY FIREPROOFING DISTURBED BY CONSTRUCTION ACTIVITIES WITH NEW FIRE PROOFING MATCHING EXISTING

SYSTEM.

• AN INTERIM PLASTIC DUST BARRIER (MINIMUM 6-MIL THICKNESS) SHALL BE INSTALLED TO PROTECT ADJACENT AREAS WHILE THE MODULAR WALL SYSTEMS ARE BEING INSTALLED OR IMPERVIOUS (1-HR RATED) DUST PARTITION IS BEING

CONSTRUCTED.

d. ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY CLEANED IF TRACKED

OR FOUND OUTSIDE OF THE CONSTRUCTION PHASE PERIMETER.

e. MONITOR DUST PARTITION CONDITION AND PERFORM MAINTENANCE - DURING PHASED DEMOLITION AND CONSTRUCTION

ACTIVITIES.

f. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, DUST PARTITIONS SHALL BE CAREFULLY REMOVED TO MINIMIZE THE

SPREAD OF DUST.

• CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MINIMUM 6-MIL THICKNESS) PRIOR TO THE REMOVAL

OF DUST PARTITIONS.

g. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY PARTITION LAYOUT. LAYOUT SHALL NOT INTERFERE WITH

HOSPITAL OPERATION.

H. TRAFFIC CONTROL:

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

b. DESIGNATED ELEVATORS SHALL ONLY BE USED DURING SCHEDULED TIME PERIODS AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. COORDINATE ELEVATOR ACCESS WITH THE VAMC THROUGH

THE COR.

c. INSTALL SIGNAGE TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREAS.

I. DEMOLITION DEBRIS:

a. ALL DEBRIS GENERATED BY PROJECT SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTING COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE THE USE OF ELEVATORS SHARED BY PATIENTS OR STAFF.

PERFORM TRANSPORT OF DEBRIS AT TIMES DIRECTED BY THE VAMC THROUGH THE COR. IF EXTERIOR TRASH CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED AND THE CHUTE OPENING SEALED WHEN NOT IN USE. USED FILTERS SHALL BE BAGGED AND SEALED BEFORE TRANSPORTING OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH

PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE VAMC.

J. VENTILATION AND ENVIRONMENTAL CONTROLS:

a. AIR SYSTEM FLOW: DETERMINE IF CONSTRUCTION AREA USES FRESH/OUTSIDE OR RECIRCULATED AIR. ADD FILTERS

AND/OR COVER RETURN GRILLS WITH FILTER MATERIAL OR PLASTIC. AIR MUST (ONLY) FLOW IN THE DIRECTION OF CLEAN

AREAS TO DIRTY AREAS.

b. NEGATIVE AIR PRESSURE: AIR WITHIN THE CONSTRUCTION AREAS (PHASES) MUST BE MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO SURROUNDING AREAS. NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS IS ALLOWED DURING PERIODS OF VAMC OCCUPANCY OF ADJACENT AREAS. THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE

ENCLOSED PHASES SHALL EXHAUST DIRECTLY OUTSIDE.

• DUST PARTITIONS SHALL BE OUTFITTED WITH CONTINUOUS AIR PRESSURE MONITORING DEVICES WITH 24/7 READ

OUT AND LOGGING. BASIS OF DESIGN FOR AIR PRESSURE MONITORING DEVICE IS PHOENIX CONTROLS APM II, OR

EQUAL.

K. WORKSITE CLOTHING AND CLEANING:

a. CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS BEFORE ENTERING OR LEAVING THE

CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G. COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA- FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE PHASED CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE AS AN ANTEROOM FOR

CHANGING CLOTHING AND STORING EQUIPMENT.

b. ALL EQUIPMENT, TOOLS, CARS, MATERIALS, ETC. TRANSPORTED THROUGH NORMALLY OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET MOPPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION

ZONE OR WORK AREA.

c. THE CONSTRUCTION ZONE MUST BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS. SWEEP OR HEPA-VACUUM CONSTRUCTION AREA DAILY - OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS IMPACTED BY CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING OF DIRT AND DUST FROM CONSTRUCTION AREAS.

WITHIN 30 DAYS OF CONSTRUCTION AWARD, SUBMIT TO THE VA COR A PHASING PLAN SHOWING PROPOSED AREAS WITHIN EACH PHASE, WORK HOURS, ANTEROOM / CONSTRUCTION BARRIERS, REQUIRED ICRA PRACTICES, CONSTRUCTION AREA ACCESS POINTS, AND MAINTAINED EGRESS ROUTES. THE PHASING PLAN IS PROPOSED BY THE CONTRACTOR AND APPROVED BY THE VA PRIOR TO MOBILIZATION. ALL CONSTRUCTION BARRIER LOCATIONS WITHIN THESE DOCUMENTS ARE SHOWN AS SUGGESTED LOCATIONS AND MAY VARY BASED ON CONTRACTOR'S PROPOSED PHASING SOLUTION AND VA'S AUTHORIZATION OF THAT

SOLUTION.

DEMOLITION CAN ONLY BEGIN AFTER ICRA BARRIER INSTALLATION.

INFECTION AND DUST CONTROL

0.81.31.72.3

TT

SS

RR

PP

NN

MM

LL

0.62.62.73.94.5

PSYCHIATRY ON-CALL

L020

GAIT & BALANCE LAB

L023

LOGISTICS ASST.

CHIEF

L021

LOGISTICS CHIEF

L022

STAIR-2

PLUMB

L034

CORRIDOR

C0-4

CORRIDOR

C0-2

MED SVC ON-CALL

L016

CONFERENCE

L026

OFFICE

L041

LOGISTICS

L039

MECH

L032A

BATH

L020A

CORRIDOR

C0-2

NOTE: WORK IN ROOM SHOULD

BE INCLUDED IN THE EARLIEST

POSSIBLE PHASE FOR RETURN

TO THE VA.

SUGGESTED

TEMPORARY

ICRA BARRIER

4' - 0"

BIO-MED REPAIR

L032

POLICE DISPATCH

L024

ENTRANCE

L024F

LOCKER ROOM

L024E

NOTE: DOOR REMOVAL AND WALL INFILL

SCHEDULED AFTER WORK HOURS.

COMPLETE GAIT & BALANCE LAB GYPSUM

FACE IN THE EARLIEST POSSIBLE PHASE.

/2

SUGGESTED

TEMPORARY

ICRA BARRIER

VERIFY THAT EXISTING PARTITION EXTENDS TO

STRUCTURE ABOVE. MODIFY PARTITION AS REQUIRED TO

ACHIEVE EXISTING FIRE RATING. REFER TO SAFETY

SPECIFICATION (01 35 26).

DATA CLOSET

L024B

VERIFY THAT EXISTING PARTITION

EXTENDS TO STRUCTURE ABOVE.

MODIFY PARTITION AS REQUIRED TO

ACHIEVE EXISTING FIRE RATING.

REFER TO SAFETY SPECIFICATION

(01 35 26).

SUGGESTED TEMPORARY

ICRA BARRIER

SUGGESTED

CONSTRUCTION ROUTE.

PREPARE AND PROTECT

ACCORDING TO

SPECIFICATIONS

NOT IN SCOPE

DEMOLISH EXISTING CONSTRUCTION

REMOVE HARDWARE AND

SALVAGE DOOR - REFER

TO DOOR SCHEDULE

ICRA LEGEND

OFFICE

EXISTING ROOM TAG

EXISTING CONSTRUCTION

EXISTING SMOKE ZONE BARRIER

EXISTING 2-HOUR FIRE BARRIER

EXISTING 1-HOUR FIRE BARRIER

EXISTING TO REMAIN

(DOORS, WALLS,

COLUMNS, ETC)

DEMOLISH DOOR AND

FRAME

HW

TEMPORARY ICRA BARRIER

NEW CONSTRUCTION

DEBRIS/STICKY MAT

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:4

P

M

GI120

ICRA PLAN

12/09/2024 ET CD

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100% 204

MT HOME, VA

MEDICAL

CENTER Approved: Owner

1/4" = 1'-0"

GROUND FLOOR ICRA PLAN

B

BLUE CORE LOCKSET (LOCKED

AT ALL TIMES)

(KEYS ISSUED TO C.O.R.)

PROVIDE STICKY MATS

(CHANGED HOURLY)

TEMPORARY ANTE ROOM

HARD BARRIER

F

LE

X D

U C

T

GRATE / DIFFUSER POST ICRA, ILSM, FIRE INSPECTION SHEETS

VISIBLE TO PUBLIC

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

(TYPICAL REGULATOR INSTALLATION)

PROVIDE FIRE SMOKE WALL

DIFFUSER THROUGH FIRE

RATED WALLS

NOTE:

HEPA NEGATIVE AIR UNIT

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT

COVER ALL RETURNS AT THE

GRATE / DIFFUSERS

OUTSIDE OF BUILDING

WEEKLY CHANGED (OR

MORE AS NEEDED) PRE-

FILTER

MONTHLY CHANGED HEPA

FILTER

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

INSIDE THE TEMPORARY ANTE ROOM

(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)

E

A

O

V

ALL TEMPORARY DOORS REQUIRE STORAGE LOCK

FUNCTION, DOOR CLOSER AND COMBINATION LOCK

NOTE:

TEMPORARY ANTE ROOM

HEPA NEGATIVE AIR UNIT

COMPLETELY SEALED WALL

OPENING OR WINDOW OPENING

FLEX DUCT

GRATE / DIFFUSER (DOWNWARD

DEFLECTION

DUCTWORK / FRAME /

DIFFUSER @ 12" A.F.F.

FINISHED FLOORING TO BE KEPT CLEAN. FLOORS NOT

BEING REPLACED TO BE PROTECTED OR COVERED

WITH ROSEN PAPER / FIRE RATED PLYWOOD.

EXISTING WALLEXISTING WALL

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 CONCRETE SLAB FLOORING

HARD BARRIER

EXISTING CONCRETE SLAB FLOORING

FLEX DUCT

HEPA NEGATIVE AIR UNIT

FLEX DUCT

PLASTIC WINDOW (ON

ALL SIDES

ZIPPER SIDE ENTRY

MOBILE CONTAINMENT CART WITH

CANVAS / 1-1/4" SQUARE STEEL

TUBULAR FRAME

SWIVEL CASTERS TWO WITH

LOCKING OUTER BRAKES

A D

JU

S

T A

LE

H

IG

H T

A D

JU

S

T A

LE

IG

H T

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

POST ICRA, ILSM, FIRE INSPECTION

SHEETS VISIBLE TO PUBLIC

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.

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

PERSONNEL ENTERING MUST

HAVE: HARD HAT, SAFETY

GLASSES AND PROPER I.D.

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

FRAMED PICTURE OF

C.O.R. WITH CONTACT

INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

INDICATOR (REFER TO PLAN

& ELEVATION)

M

IN

17" MIN

EXTEND WALL TO ROOF METAL

DECKING OR FLOOR ASSEMBLY

ABOVE

2' x 4' SUSPENDED ACOUSTICAL

CEILING AS SCHEDULED ON FLOOR

PLAN

3 5/8" INSULATED WALL WITH 16 GA.

METAL STUD AT 16" O.C. WITH 5/8"

GYPSUM BOARD EACH SIDE.

4 7/8"

4" RUBBER COVE TO MATCH

EXISTING AREA BASE @ BOTH

SIDES

NEW TEMPORARY 1-HOUR CONSTRUCTION BARRIER EXISTING WALL SERVING AS CONSTRUCTION BARRIER

W A

LL

H

E

IG

H T

V A

R

IE

S F

IE

LD

V E

R

IF

Y

UL U419

EXTEND WALL ASSEMBLY OR

CONFIRM THAT IT ALREADY EXTENDS

TO FLOOR ASSEMBLY ABOVE.

2' x 4' SUSPENDED ACOUSTICAL

CEILING AS SCHEDULED ON FLOOR

PLAN

3 5/8" INSULATED WALL WITH 16 GA.

METAL STUD AT 16" O.C. WITH 5/8"

GYPSUM BOARD EACH SIDE.

4 7/8"

W A

LL

H

E

IG

H T

V A

R

IE

S F

IE

LD

V E

R

IF

Y

FIRESTOP PENETRATIONS OR

CONFIRM PENETRATIONS ARE

ALREADY FIRESTOPPED.

C

LA

S S

IV

1. 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. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM

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

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL.

9. ROOM AND/OR SHALL BE THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL

SERVICES DEPARTMENT.

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

ASSOCIATED WITH CONSTRUCTION.

5. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

6. WET MOP AREA WITH DISINFECTANT.

SO THEY CAN BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORK

SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

TIME THEY LEAVE THE WORK SITE.

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

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

SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

TIME THEY LEAVE THE WORK SITE.

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

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

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

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

1. OBTAIN APPROVAL BY MCOT TEAM TO REMOVE BARRIERS.

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

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

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

CLASS IV WORK ITEMS NOTES:

GENERAL 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 TO BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

PERMITS TO INCLUDE:

ICRA, ILSM, ABOVE CEILING, FIRE SPRINKLER SYSTEM, MEDICAL GASES, UTILITY SHUT-

DOWN, FIRE / SMOKE WALL, FIRE ALARM SYSTEM.

THE CONSTRUCTION AREA MUST MAINTAIN A NEGATIVE PRESSURE VENTILATION. NEGATIVE AIR

UNIT TO BE MAINTAINED WITH FILTER(S) REPLACEMENT PER SPECIFICATIONS. (WEEKLY

REPLACEMENT OF PRE-FILTER OR AS NECESSARY. HEPA FILTER 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:

• BARRIER ARE INTACT AND MAINTAINED.

• PARTICLE COUNT METER IS AVAILABLE.

• NEGATIVE INDICATOR IS AVAILABLE

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

• ICRA REQUIREMENTS ARE INTACT AND VERIFY ARE BEING MAINTAINED.

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

KEY PLAN

BUILDING OUTLINE

PROJECT LOCATION

NORTH

BUILDING 204

FLOOR/ ROOF ABOVE

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

Date:Revisions:No.

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

A

P o lic e D is p a tc h

R e lo c a ti o n

/F F

E

M t H o m e

P o lic e R e lo c a ti o n

A

R C

H rv t

/9 /2

:0

:4

P

M

GI121

ICRA CLASS IV REQUIREMENTS

12/09/2024

RELOCATE POLICE DISPATCH 621-23-104

MT. HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS 100%

MT HOME, VA

MEDICAL

CENTER Approved: Owner

NTS

TYPICAL ALTERNATIVE CONSTRUCTION LAYOUT CLASS IV

NTS

CROSS-SECTION 'A-A' CLASS IV

NTS

MOBILE CONTAINMENT CART

NTS

ANTE ROOM ELEVATION

NTS

WALL TYPES CLASS IV

GENERAL DEMOLITION NOTES

A. REPRESENTATION OF EXISTING ELEMENTS ON DRAWINGS IS NOT EXHAUSTIVE, AND MUST BE FIELD VERIFIED BY THE

CONTRACTOR. COORDINATE QUANTITIES AND AREAS IN FIELD.

B. ALL ITEMS INDICATED AS DASHED SHALL BE REMOVED. THIS INCLUDES ALL FINISHES, MATERIALS, AND ASSOCIATED FIXTURES

NOT SPECIFICALLY CALLED OUT. COORDINATE ALL ASSOCIATED WORK BETWEEN ALL TRADES.

C. ALL THE EXISTING ITEMS LISTED BELOW ARE TO BE REMOVED AND TURNED OVER TO THE VA FOR STORAGE THROUGHOUT THE AREA OF WORK UNLESS NOTED OTHERWISE. REMOVAL OF AN ELEMENT INCLUDES ANY ASSOCIATED ELEMENTS RELATED.

• FIRE EXTINGUISHERS

• AUTOMATED EXTERNAL DEFIBRILLATORS

• MONITORS

• WALL MOUNTED FRAMES

D. PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

E. UTILITIES THAT REMAIN, WITHIN WALLS BEING DEMOLISHED, SHALL BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

F. AT PENETRATIONS, ALL UTILITY SYSTEM & OTHER COMPONENTS THAT ARE SCHEDULED FOR DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. DO NOT CAP AND ABANDON IN PLACE UNLESS SPECIFICALLY NOTED OTHERWISE. ANY FIRE RESISTIVE MEMBER OR THROUGH-PENETRATIONS RESULTING FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR

SEALED IN ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

G. MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) COMPONENTS ARE SHOWN FOR COORDINATION PURPOSES ONLY, REFER TO

MEP DRAWINGS FOR FULL SCOPE OF MEP DEMOLITION WORK.

NOT IN SCOPE

DEMOLISH EXISTING CONSTRUCTION

DEMOLITION LEGEND

OFFICE

EXISTING ROOM TAG

EXISTING CONSTRUCTION

EXISTING SMOKE ZONE BARRIER

EXISTING 2-HOUR FIRE BARRIER

EXISTING 1-HOUR FIRE BARRIER

F VCT

EXISTING FLOOR TYPE TO BE

DEMOLISHED

EXISTING TO REMAIN

(DOORS, WALLS,

COLUMNS, ETC)

REMOVE DOOR IN ITS

ENTIRETY

HW

METAL FLOOR

COVER PLATE

DOOR HARDWARE TO BE

REMOVED. EXISTING

DOOR TO REMAIN. SEE

DOOR SCHEDULE.

GAIT & BALANCE LAB

L023

LOGISTICS ASST.

CHIEF

L021

LOGISTICS CHIEF

L022

STAIR-2

PLUMB

L034

CORRIDOR

C0-4

CONFERENCE

L026

OFFICE

L041

LOGISTICS

L039

MECH

L032A

BIOMED REPAIR

SHOP

L032

BIO-MED

L024A

F EXP

F CPT

F CPT

F VCT

F

MOSAIC

TILE

F EXP

F EXP

H W

H W

APPROX. LENGTH OF REMOVAL OF INT GYP BOARD

30' - 9 1/2"

0.81.31.72.3

TT

SS

RR

PP

NN

MM

LL

0.6

JJ

2.62.73.94.5

F CPT

283 SF

CORRIDOR

C0-2

104 SF

PSYCHIATRY ON-CALL ROOM

L020

64 SF

BATHROOM

L024C

99 SF

LOCKER ROOM

L024E

104 SF

OFFICE

L024H

91 SF

WASTE COLLECTION

L015B

112 SF

MED SVC ON-CALL ROOM

L015

283 SF

CORRIDOR

C0-2

12' - 0" 24' - 0" 1' - 2"…