VAMC - IHC - Addendum 1 - Dwgs.pdf

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:2

A

M

GI 00.01

COVER SHEET TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS 214 CENTERVIEW W. DRIVE, STE 300

EMAIL: BCRUMP@WOLDHFR.COM

STRUCTRUAL

ENGINEER:

DESIGNER: BRIAN CRUMP

WEB: www.hfrdesign.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: GNEWMAN@WOLDHFR.COM

DESIGNER: GISELLE NEWMAN

INTERIOR

DESIGNER:

WOLD | HFR DESIGN

PROJECT NUMBER: 217040

WEB: www.woldhfrdesign.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: ATRAYLOR@WOLDHFR.COM

PROJ. MANAGER: ANTHONY TRAYLOR

EMAIL: RFRANKS@WOLDHFR.COM

PRINCIPAL: RON FRANKS

ARCHITECT: WOLD | HFR DESIGN

PHONE: (828) 315-9962

ADDRESS: 102 3RD AVE. NE, HICKORY, NC 28601

EMAIL: ED.HENSON@ATRIAXGROUP.COM

CONTACT: ED HENSON

ARCHITECT: ATRIAX GROUP

PROJECT NUMBER: 626-309

PHONE: 615.867.6000

CITY/STATE/ZIP: Murfreesboro, TN 37129

ADDRESS: 3400 Lebanon Road

EMAIL: HANS.JOHNSON2@VA.GOV

CONTACT PERSON: HANS JOHNSON

COR: VA

PROJECT CONTACT LIST

PHONE: (828) 315-9962

ADDRESS: 102 3RD AVE. NE, HICKORY, NC 28601

EMAIL: justing.keneer.atriaxgroup.com

CONTACT: JUSTIN KENEER

CIVIL: ATRIAX GROUP

WEB: www.tlc-engineers.com

FAX: 615.297.4554

PHONE: 615.297.4554

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 12 CADILLIAC DRIVE, SUITE 150

EMAIL: DERON.MCINTOSH@tlc-eng.com

ELECTRICAL: DERON MCINTOSH

EMAIL: STEVE.KEMP@tlc-eng.com

PLUMBING: STEVE KEMP

EMAIL: STEVE.KEMP@tlc-eng.com

MECHANICAL: STEVE KEMP

MECHANICAL,

PLUMBING, &

ELECTRICAL

ENGINEERS:

TLC ENGINEERING SOLUTIONS

PROJECT CONTACTS (CONT)

ARCHITECTS / STRUCTURAL

WOLD | HFR DESIGN ATRIAX GROUP

ARCHITECT / CIVIL

TLC ENGINEERING

MECHANICAL/ELECTRICAL/PLUMBING/TECHNOLOGY

DEPARTMENT OF VETERANS AFFAIRS

TVHS - ALVIN C. YORK VAMC - INTEGRATED HEALTH CENTER

3400 LEBANON PIKE

MURFREESBORO, TN 37130

PROJECT NO. 626-309

05-20-2022

100% CONSTRUCTION DOCUMENTS

W O

L D

H

F R

D E

S

IG

N

-2

-2

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

Revisions: Date:

Addendum 1 07/17/2023

INCLUDES ADDENDUM #1 - 07/17/2023

WINDOW TAG

ELEVATION TAG

GYPSUM BOARD

CONCRETE

CONC. MASONRY UNITS

FINISH WOOD

BATT INSULATION

HANDICAP ACCESSIBLE

SECTION INDICATOR

SHEET NUMBER

ENLARGED PLAN NUMBER

NOTE: THE DIRECTION OF THE SECTION INDICATOR'S

FLAG MAY REFLECT AN "OPPOSITE HAND" OR

"MIRRORED VIEW" OF BUILDING AND WALL SECTIONS

EQUIPMENT TAG

A

CALLOUT TAG

# / A ##.##

# / A ##.##

# / A ##.##

0000-000

EXIST DEMO NEW

CONTINUOUS LINE

MEDIUM DASH LINE

0 4' 8' 12'

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT

(SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DIMENSION LINE

DOOR OPENING/

BORROWED LIGHT IDENTIFIER

NORTH

DETAIL INDICATOR

FURNITURE, FIXTURE, &

EQUIPMENTS INDICATOR

GRAPHIC SCALE, 1/8" = 1'-0"

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

FIRE EXTINGUISHER CABINET

NORTH ARROW

WALL OR PARTITION TYPE

CORNER GUARD

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

NEW CONSTRUCTION

VV ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED &

CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED &

INSTALLED

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

FEC

AA

A

CG

CORRIDOR

C2

A3.1 A4.3

D2

A-512

101A

DOOR TAG

DRAWING BLOCK TITLE, TYPICALFLOOR PLAN1

RIGID INSULATION

EARTH

BASE COURSE

PROJECT LOCATION

PROJECT LOCATION

CONSTRUCTION TYPE: IIB, AUTOMATIC SPRINKLER SYSTEM, ALLOWED AREA:

OCCUPANCY GROUP: ALLOWED AREA

(1 STORY):

MAX

FRONTAGE

INCREASE

ALLOWED AREA

W/ INCREASE:

A-2 ASSEMBLY

A-3 ASSEMBLY

B - BUSINESS

M- MERCANTILE

7,125 SF =

7,125 SF =

17,250 SF =

9,375 SF =

38,000 SF +

38,000 SF +

92,000 SF +

50,000 SF +

45,125 SF - MOST

RESTRICTIVE

45,125 SF - MOST

RESTRICTIVE

109,250 SF

59,375 SF

CONSTRUCTION TYPE: II (0,0,0) AUTOMATIC SPRINKLER SYSTEM, ALLOWANCES/RESTRICTIONS:

2021 NFPA 101:

NEW AND EXISTING

ASSEMBLY

NEW AND EXISTING

BUSINESS

TABLE 12.1.6 AND

TABLE 13.1.6

SEC. 38.6.1 AND SEC.

39.6.1

- 1 STORY ALLOW FOR ANY OCCUPANT LOAD

2 STOIRES ALLOWED FOR AN OCCUPANY LOAD

OF 300 OR LESS.

NO MIN. CONSTRUCTION REQUIREMENTS

NEW AND EXISTING

MERCANTILE

SEC. 36.6.1 AND SEC.

37.6.1

NO MIN. CONSTRUCTION REQUIREMENTS

2021 IBC:

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:2

A

M

GI 01.01

GENERAL DATA TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

SYMBOL LEGEND

MECH. MECHANICAL

MED. MEDICAL

MED. CAB. MEDICAL CABINET

MFR. MANUFACTURER

MGMT. MANAGEMENT

MH MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MR/S MIRROR WITH SHELF

MTD. MOUNTED

MTL. METAL

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED / OWNER

INSTALLED

OPER. OPERATIONS

OPNG. OPENING

OPP. OPPOSITE

P.P.G. POLISHED PLATE GLASS

P.R.V. POWER ROOF VENTILATOR

P.T. PRESSURE TREATED

PART'N(S) PARTITION(S)

PLAS. PLASTER

PLAS. LAM. PLASTIC LAMINATE

PLYWD. PLYWOOD

PREP. PREPARATION

PREV. PREVENTIVE

PROF. PROFESSIONAL

PTD PAPER TOWEL DISPENSER

Q.T. QUARRY TILE

R. RADIUS

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RECEPT. RECEPTION

RECOV. RECOVERY

REF. REFRIGERATOR

REF. REFER, REFERENCE

REINF. REINFORCING, REINFORCED

REQ'D REQUIRED

RM. ROOM

S SEALANT

S.&R. SHELF AND ROD

SAN. SANITARY

SB SPLASHBLOCK

SCHED. SCHEDULE

SD SOAP DISPENSER

SEC. SECTION, SECRETARY

SGNL. SIGNAL

SHLVG. SHELVING

SIM. SIMILAR

SPECS. SPECIFICATIONS

SS STAINLESS STEEL

STD. STANDARD

STL. STEEL

STO. STORAGE

STRUCT. STRUCTURAL

SYS. SYSTEM

T./TOIL./TL

T.

TOILET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TB TOWEL BAR

TBL. TABLE

TECH. TECHNICIAN

TEL. TELEPHONE

THK. THICK

THKNS. THICKNESS

TPD TOILET PAPER DISPENSER

TRAIN. TRAINING

TRANS. TRANSFORMER

TREAT. TREATMENT

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UNEXP. UNEXPOSED

VEST. VESTIBULE

W.H.F.E. WALL HUNG FIRE

EXTINGUISHER

W/ WITH

WC/W.C. WATER CLOSET

WD. WOOD

WP WATERPROOF(ING)

WP WALL PROTECTION

A.F.F. ABOVE FINISHED FLOOR

A.F.S. AT FINISHED SLAB

ACT ACOUSTICAL CEILING TILE

ADD'L ADDITIONAL

ADJ. ADJUSTABLE

ADMIN. ADMINISTRATION

ALUM. ALUMINUM

APPROX. APPROXIMATE

ASST. ASSISTANT

B.W. BOTTOM OF THE WALL

B/B BALLED & BURLAPPED

BR. BARE ROOT

BRKT. BRACKET

BRKTS. BRACKETS

C CALK

C'SNK. COUNTERSUNK

C.B. CATCH BASIN

C.F.C.I. CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

CAB. CABINET

CLG. CEILING

CLO. CLOSET

CNTR. COUNTER

COL. COLUMN

COMP. COMPUTER

CONC. CONCRETE

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DIR. DIRECTOR

DISP. DISPENSER

DS DOWNSPOUT

DTL. DETAIL

DWGS. DRAWINGS

EA. EACH

ELEC. ELECTRICAL

ELEV. ELEVATION

ENCL. ENCLOSURE

EQ EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

F.F.E. FINISH FLOOR ELEVATION

FDS FOLD DOWN SEAT

FH FIRE HYDRANT

FIN. FINISH

FL. FLOOR

FOB FACE OF BRICK

FTG. FOOTING

FZR. FREEZER

G.B. GRAB BAR

GA. GAUGE

GAL. GALLON

GALV. GALVANIZED

GEN. GENERAL

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

H.B. HOSE BIBB

H.M. HOLLOW METAL

HD. HEAD

HRDBD HARDBOARD

I.D. INSIDE DIAMETER

INFO. INFORMATION

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JT. JOINT

KIT. KITCHEN

LAB. LABORATORY

LAV. LAVATORY

LKR. LOCKER

M.O. MASONRY OPENING

MACH. MACHINE

MAINT. MAINTENANCE

MAT'L MATERIAL

MAX. MAXIMUM

GENERAL ABBREVIATIONS

● ALL OTHER NON-STRUCTURAL COMPONENTS WITHIN THE HVAC, MECHANICAL, PLUMBING, AND

ELECTRICAL SYSTEMS ARE ASSIGNED AN IMPORTANCE FACTOR OF 1.0 AND ARE ELIGIBLE FOR THE LATERAL BRACING EXEMPTIONS LISTED IN ASCE 7 SECTION 9.6. THE EXEMPTIONS APPLY TO SPECIFIC SMALLER SIZES OF PIPING AND DUCTWORK AND LESS HEAVY EQUIPMENT. NON-EXEMPT PORTIONS OF THESE SYSTEMS SHALL STILL BE LATERALLY BRACED. SYSTEMS WITH AN IMPORTANCE FACTOR OF 1.0

ARE CONSIDERED BY THE CODE TO BE NOT CRITICAL FOR THE CONTINUED OPERATION OF THE

FACILITY.

COMPONENTS WITH AN IMPORTANCE FACTOR OF 1.0:

● STORM SEWER SERVING CRITICAL CARE AREAS.

● SANITARY SEWER SERVING CRITICAL CARE AREAS.

● STEAM SYSTEM.

● HEATING HOT WATER SYSTEM.

● DOMESTIC HOT WATER SYSTEM.

● FIRE ALARM SYSTEM.

● EMERGENCY POWER DISTRIBUTION SYSTEMS INCLUDING ASSOCIATED GENERATOR, TRANSFER

SWITCHES, BUS DUCTS, SWITCHBOARDS, CONDUIT, AND TRANSFORMERS.

● GENERATOR ENGINE EXHAUST.

● DUCTWORK CARRYING RADIOACTIVE AGENTS AND INFECTIOUS ISOLATION AIR.

● MEDICAL GAS PIPING AND EQUIPMENT.

● FIRE SPRINKLERS AND EQUIPMENT.

● NATURAL GAS PIPING.

● FUEL OIL PIPING AND EQUIPMENT.

COMPONENTS WITH AN IMPORTANCE FACTOR OF 1.5:

3. ASSIGNED SEISMIC USE GROUP OR BUILDING DESIGN CATEGORY AS DEFINED IN THE IBC:

2. THE TERM "WITHSTAND" MEANS "THE SYSTEM WILL REMAIN IN PLACE WITHOUT SEPARATION OF ANY PARTS WHEN SUBJECTED TO THE SEISMIC FORCES SPECIFIED AND THE SYSTEM WILL BE FULLY OPERATIONAL

AFTER THE SEISMIC EVENT."

1. COMPONENTS SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO

ASCE/SEI 7.

NON-STRUCTURAL SEISMIC NOTES

14. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE CONSTRUCTION PERMITS.

13. CONTRACTOR SHALL NOT DISRUPT OR LIMIT THE FACILITY'S LIFE SAFETY PLAN AND SYSTEM.

12. SEISMIC: NON-STRUCTURAL COMPONENTS SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS

DETERMINED ACCORDING TO ASCE/SEI 7. PROVIDE ENGINEERED SUPPORTS PER SEISMIC

CLASSIFICATION AND ASCE/SEI 7 REQUIRMENTS.

11. CODES: COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES.

10. SUPPORT / BLOCKING: PROVIDE SUPPORT FOR NEW WORK. IF HANGERS, BACKERS, OR OTHER SUPPORTS ARE NOT DETAILED, NOTED, OR SPECIFIED, CONTRACTOR SHALL SUBMIT A VIABLE SUPPORT

DETAIL TO THE ARCHITECT FOR APPROVAL. ALL BLOCKING SHALL BE METAL (U.N.O.)

9. MAINTAIN RATINGS: MAINTAIN FIRE / SMOKE RATINGS OF EXISTING PARTITIONS AND BARRIERS.

8. SHUTDOWNS / DOWNTIME: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DOWNTIME

ASSOCIATED WITH SCHEDULED SHUTDOWNS. COORDINATE WITH COR.

7. COORDINATE TRADES: GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN

TRADES. MECHANICAL DUCTWORK & EQUIPMENT SHALL HAVE PRIORITY OVER OTHER DISCIPLINES (FOR INSTALLATION & ROUTING). COORDINATE UTILITIES, SO THEY ARE INSTALLED IN AN ORDERLY AND

UNIFORM MANNER.

6. PROTECT / RESTORE: PROTECT EXISTING ITEMS, EQUIPMENT, FINISHES, ETC., TO REMAIN. REPAIR / REPLACE / RESTORE CONDITIONS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF DEMOLITION OR

NEW WORK.

5. UTILITIES: UTILITIES AND SYSTEMS IN AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL REMAIN (U.N.O.).

4. COORDINATE NEW ITEMS: EXACT LOCATIONS OF ALL EQUIPMENT, DEVICES / OUTLETS, FIXTURES, CASEWORK, MOUNTS, AND ROUTING OF UTILITIES SHALL BE COORDINATED WITH AND APPROVED BY THE

COR.

3. DO NOT SCALE DRAWINGS.

2. VERIFY CONDITIONS: INVESTIGATE THE SITE AND VERIFY EXISTING CONDITIONS (BOTH EXPOSED AND

CONCEALED) PRIOR TO PRICING THE JOB.

1. DIAGRAMMATIC DRAWINGS: THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS

REPRESENT THE INTENT OF THE PROJECT WORK.

GENERAL PROJECT NOTES

ROOF CONSTRUCTION: 0 HR

FLOOR CONSTRUCTION: 0 HR

NON-BEARING WALLS & PARTITIONS (INTERIOR): 0 HR

NON-BEARING WALLS & PARTITIONS (EXTERIOR) 0 HR

BEARING WALLS (INTERIOR): 0 HR

BEARING WALLS (EXTERIOR): 0 HR

STRUCTURAL FRAME: 0 HR

H. FIRE PROTECTION REQUIREMENTS (IBC TABLE 601 & NFPA A.8.2.1.2):

DEAD ENDS GROUPS B, & M: 50 FEET MAX

DEAD ENDS GROUP A: 20 FEET MAX IBC/NFPA

CORR. FIRE RATING OCCUPANCY: 0 HRS (SPRINKLERED) IBC/NFPA

CORRIDORS: WIDTH: 96 IN IBC/NFPA

TRAVEL GROUPS B, & M: 100 FT

MAX COMMON PATH: TRAVEL GROUP A: 20 FT (75 FT IF NO

MORE THAN 50

OCCUPANTS)

IBC/NFPA

DISTANCE GROUP B: 300 FT (SPRINKLERED)

MAX EGRESS: DISTANCE GROUPS A, & M: 250 FT (SPRINKLERED) IBC/NFPA

EGRESS WIDTH: 0.2 PER OCCUPANT DOORS (OTHER) IBC/NFPA

G. EXIT REQUIREMENTS:

NOTE: REFRENCE TABLE ON SHEET GI 02.01

F. OCCUPANT LOAD:

PROPOSED HEIGHT: NO CHANGE

EXISTING HEIGHT: 49 FEET, VARIES

EXISTING SITE ADDITION AREA: 234 SF

PROPOSED MECH. EQUIP PLATFORM TOTAL AREA: 4,654 SF

PROPOSED MECH. EQUIP PLATFORM BUILDING

ADDITIONS AREA:

2,532 SF

PROPOSED MECH. EQUIP PLATFORM RENOVATION... 2,122 SF

EXISTING MECH. EQUIP PLATFORM AREA: 2,122 SF

PROPOSED GROUND FLOOR TOTAL AREA: 48,058 SF

PROPOSED GROUND FLOOR OUT OF SCOPE AREA: 11,243 SF

PROPOSED GROUND FLOOR BUILDING ADDITIONS AREA: 1,018 SF

PROPOSED GROUND FLOOR RENOVATION AREA: 35,797 SF

EXISTING GROUND FLOOR AREA: 47,040 SF

REFER TO THE CHART BELOW FOR SPECIFIC OCCUPANCY AREAS

ALLOWED AREA: 38,000 SF+ 7,125 SF FRONTAGE = 45,125 TOTAL (A-3 -

MOST RESTRICTIVE)

ALLOWED HEIGHT: 75' (A-3 - MOST RESTRICTIVE) IBC TABLE 504.3

E. BUILDING HEIGHT & AREA:

SEISMIC DESIGN CAT: B

SITE CLASSIFICATION: C

OCCUPANCY CAT: II

S1 = .124 Sd1 = .124

Ss = .246 Sds = .213

SITE CLASSIFICATION:

D. SEISMIC ZONE:

NFPA 220 - 2021: TYPE II (0,0,0) - FULLY SPRINKLERED NFPA 220,2021

IBC 2021: TYPE II-B - FULLY SPRINKLERED IBC TABLE 601

C. CONSTRUCTION TYPE:

NFPA 2021 : BUSINESS, ASSEMBLY, MERCANTILE

IBC 2021: MIXED OCCUPANCY - BUSINESS - B, ASSEMBLY - A3,

MERCANTILE - M

IBC 2021 SECTION 301

B. OCCUPANACY:

PH: 800-698-2411

WASHINGTON DC 20420

810 VERMONT AVE. NW

VETERANS ADMINISTRATION

A. AUTHORITIES HAVING JURISDICTION (AHJ):

DESCRIPTION: THIS PROJECT INCLUDES INTERIOR DEMOLITION AND RENOVATION OF

APPROXIMATELY 37,000 SF OF BUILDING 107 ON THE YORK VAMC CAMPUS.

RENOVATIONS INCLUDE CONVERTING A LARGE AUDITORIUM, RECREATION HALL,

AND INTERIOR SWIMMING POOL AREA AND A GYMNASIUM INTO THERAPY AREAS,

MULTIPURPOSE ROOMS, CLASSROOMS AND ADMINISTRATION AREAS. EXISTING

CAFETERIA, KITCHEN, MERCANTILE AREA, CHILLER PLAN AREA AND OTHER

MECHANICAL AND ELECTRICAL AREAS ARE TO REMIAN.

3400 LEBANON PIKE, MURFREESBORO,

TN 37130

LOCATION: TVHS - ALVIN C. YORK VAMC

PROJECT: TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

PLAN REVIEW DATA DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS REVISIONS

S D

D D

C D

C D 2 1

P-PD-05 SECOND FLOOR - DEMOLITION PLAN - PLUMBING ● ●

P-PP-00 BASEMENT - NEW WORK PLAN - GRAVITY - OVERALL ● ●

P-PP-00B BASEMENT - NEW WORK PLAN - GRAVITY - AREA B ● ● ●

P-PP-0A1 UNDERGROUND - NEW WORK PLAN - GRAVITY - AREA A ● ●

P-PP-0B1 UNDERGROUND - NEW WORK PLAN - GRAVITY - AREA B ● ●

P-PP-01 GROUND FLOOR - NEW WORK PLAN - GRAVITY - OVERALL ● ● ●

P-PP-01A GROUND FLOOR - NEW WORK PLAN - GRAVITY - AREA A ● ● ●

P-PP-01B GROUND FLOOR - NEW WORK PLAN - GRAVITY - AREA B ● ● ●

P-PP-11 GROUND FLOOR - NEW WORK PLAN - PRESSURE - OVERALL ● ● ●

P-PP-11A GROUND FLOOR - NEW WORK PLAN - PRESSURE - AREA A ● ● ●

P-PP-11B GROUND FLOOR - NEW WORK PLAN - PRESSURE - AREA B ● ● ●

P-PP-22A SECOND FLOOR - PLUMBING - AREA A ● ● ●

P-PP-22B SECOND FLOOR - PLUMBING - AREA B ● ● ●

P-PP-33 ROOF PLAN PLUMBGING OVERALL ● ●

P-PW-01 PLUMBING RISER - GRAVITY ●

P-PW-02 PLUMBING RISER - PRESSURE ●

10 - ELECTRICAL

E-EI-00 ELECTRICAL LEGEND, LIGHTING SCHEDULE, AND GENERAL NOTES ● ● ● ●

E-EI-02 PARTIAL ELECTRICAL ONELINE - NEW WORK ● ● ● ●

E-EI-03 ELECTRICAL PANEL SCHEDULES ● ● ●

E-EI-04 ELECTRICAL PANEL SCHEDULES ● ● ●

E-EI-05 ELECTRICAL PANEL SCHEDULES ● ● ● ●

E-EI-07 ELECTRICAL DETAILS ● ● ●

E-EI-08 ELECTRICAL DETAILS ● ● ●

E-EI-09 ELECTRICAL DETAILS ● ● ●

E-ES-01 ELECTRICAL SITE PLAN ●

E-ED-20 GROUND FLOOR - DEMO PLAN - ELECTRICAL - OVERALL ● ● ●

E-EL-00 GROUND FLOOR - NEW WORK PLAN - LIGHTING - OVERALL ● ● ●

E-EL-01 GROUND FLOOR - NEW WORK PLAN - LIGHTING - PART A ● ● ●

E-EL-02 GROUND FLOOR - NEW WORK PLAN - LIGHTING - PART B ● ● ●

E-EP-00 GROUND FLOOR - NEW WORK PLAN - POWER - OVERALL ● ● ● ●

E-EP-01 GROUND FLOOR - NEW WORK PLAN - POWER - PART A ● ● ●

E-EP-02 GROUND FLOOR - NEW WORK PLAN - POWER - PART B ● ● ●

E-EP-03 SECOND FLOOR - NEW WORK PLAN - POWER - OVERALL ● ● ●

E-EY-00 GROUND FLOOR - NEW WORK PLAN - SYSTEMS - OVERALL ● ● ●

E-EY-01 GROUND FLOOR - NEW WORK PLAN - SYSTEMS - PART A ● ● ●

E-EY-02 GROUND FLOOR - NEW WORK PLAN - SYSTEMS - PART B ● ● ●

11 - FIRE PROTECTION

F-FI-01 FIRE PROTECTION LEGENDS, DETAILS & NOTES ● ● ● ●

F-FD-01 BASEMENT - DEMOLITION PLAN - FIRE PROTECTION OVERALL ● ● ● ●

F-FD-02 GROUND FLOOR - DEMOLITION PLAN - FIRE PROTECTION OVERALL ● ● ● ●

F-FD-03 SECOND FLOOR - DEMOLITION - FIRE PROTECTION ● ● ● ●

F-FX-01A GROUND FLOOR - NEW WORK PLAN - FIRE PROTECTION - AREA A ● ●

F-FX-01B GROUND FLOOR - NEW WORK PLAN - FIRE PROTECTION - AREA B ● ●

F-FX-02A SECOND FLOOR - NEW WORK PLAN - FIRE PROTECTION - AREA A ● ●

F-FX-02B SECOND FLOOR - NEW WORK PLAN - FIRE PROTECTION - AREA B ● ●

12 - TECHNOLOGY

T-TJ-00 GENERAL TECHNOLOGY INFORMATION ● ● ● ●

T-TD-00 BASEMENT - DEMOLITION PLAN - OVERALL ● ● ● ●

T-TD-01 GROUND FLOOR - DEMOLITION PLAN - OVERALL ● ● ● ●

T-TJ-01 GROUND FLOOR - NEW WORK PLAN - TECHNOLOGY - OVERALL ● ● ● ●

T-TJ-01A GROUND FLOOR - NEW WORK PLAN - TECHNOLOGY - AREA A ● ● ●

T-TJ-01B GROUND FLOOR - NEW WORK PLAN - TECHNOLOGY - AREA B ● ● ●

T-TJ-04 TECHNOLOGY - ENLARGED ROOMS ● ● ●

T-TJ-05 TECHNOLOGY - ENLARGED ROOMS ● ● ● ●

T-TJ-06 TECHNOLOGY - ENLARGED ROOMS ● ● ● ●

T-TJ-07 TECHNOLOGY - DETAILS ● ● ● ●

T-TJ-08 TECHNOLOGY - DETAILS ● ● ● ●

T-TJ-09 TECHNOLOGY - RISER ● ● ● ●

T-TJ-10 TECHNOLOGY - A-V SCHEMATIC FUNCTIONAL DIAGRAM ● ● ●

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS REVISIONS

S D

D D

C D

C D 2 1

AE 10.02 CASEWORK SECTIONS AND MISC DETAILS ● ● ●

AC 11.01 OVERALL REFLECTED CEILING PLAN ● ● ● ●

AC 11.01A GROUND FLOOR REFLECTED CEILING PLAN AREA A ● ● ● ●

AC 11.01B GROUND FLOOR REFLECTED CEILING PLAN AREA B ● ● ● ●

AC 11.02 CEILING DETAILS ● ● ●

AC 11.03 CEILING DETAILS ● ●

QH 12.01A GROUND FLOOR EQUIPMENT PLAN AREA A ● ● ●

QH 12.01B GROUND FLOOR EQUIPMENT PLAN AREA B ● ● ●

05 - INTERIOR DESIGN

IN 01.00 FINISH LEGEND & SCHEDULE ● ● ● ●

IN 01.01A GROUND FLOOR FINISH PLAN AREA A ● ● ●

IN 01.01B GROUND FLOOR FINISH PLAN AREA B ● ● ● ●

IN 02.01A GROUND FLOOR PATTERN PLAN AREA A ● ● ●

IN 02.01B GROUND FLOOR PATTERN PLAN AREA B ● ● ●

IN 03.00 SIGNAGE LEGEND ● ●

IN 03.01 SIGNAGE SCHEDULE ● ●

07 - STRUCTURAL

S 1.00 STRUCTURAL NOTES ● ● ●

S 1.01A FOUNDATION PLAN - AREA A ● ● ●

S 1.01B FOUNDATION PLAN - AREA B ● ● ●

S 1.02A LOW ROOF FRAMING PLAN - AREA A ● ● ●

S 1.02B SECOND FLOOR / LOW ROOF FRAMING PLAN - AREA B ● ● ●

S 1.03B ROOF FRAMING PLAN - AREA B ● ● ●

S 4.01 SECTIONS AND DETAILS ● ●

S 4.02 SECTIONS AND DETAILS ● ●

S 4.03 SECTIONS AND DETAILS ● ●

S 4.04 SECTIONS AND DETAILS ●

S 4.51 SECTIONS AND DETAILS ● ●

S 4.52 SECTIONS AND DETAILS ● ●

08 - MECHANICAL

M-MK-01 LEGENDS, NOTES, AND SYMBOLS ● ● ● ●

M-MK-02 SCHEDULES ● ● ●

M-MK-03 SCHEDULES ● ●

M-MK-04 SCHEDULES ●

M-MK-05 SCHEDULES (EXISTING EQUIPMENT) ●

M-MK-06 SCHEDULES ●

M-MD-01 BASEMENT OVERALL - HVAC DEMO ● ● ● ●

M-MD-02 GROUND FLOOR OVERALL - HVAC DEMO ● ● ●

M-MD-03 SECOND FLOOR OVERALL - HVAC DEMO ● ● ●

M-MD-04 ROOF OVERALL - HVAC DEMO ● ●

M-MD-05 AHU-34 & 35 EXISTING PLANS ● ●

M-MH-00 BASEMENT OVERALL - DUCTWORK ● ●

M-MH-01 GROUND FLOOR OVERALL - DUCTWORK ● ● ● ●

M-MH-01A GROUND FLOOR AREA A - DUCTWORK ● ● ●

M-MH-01B GROUND FLOOR AREA B - DUCTWORK ● ● ●

M-MH-02 SECOND FLOOR OVERALL - DUCTWORK ● ● ● ●

M-MH-02A SECOND FLOOR AREA A - DUCTWORK ● ● ●

M-MH-02B SECOND FLOOR AREA B - DUCTWORK ● ● ●

M-MH-03 ROOF PLAN OVERALL - DUCTWORK ● ● ●

M-MH-03-1 ROOF PLAN - OVERALL 3D ● ● ●

M-MH-03A ROOF PLAN - AREA A - DUCTWORK ● ● ●

M-MH-03B ROOF PLAN - AREA B - DUCTWORK ● ● ●

M-MH-04 SECTIONS ●

M-MP-00 BASEMENT OVERALL - PIPING ● ●

M-MP-00A BASEMENT AREA A - PIPING ● ●

M-MP-00B BASEMENT AREA B - PIPING ● ●

M-MP-01 GROUND FLOOR OVERALL - PIPING ● ● ●

M-MP-01A GROUND FLOOR AREA A - PIPING ● ●

M-MP-01B GROUND FLOOR AREA B - PIPING ● ●

M-MP-02 SECOND FLOOR OVERALL - PIPING ● ● ● ●

M-MP-02A SECOND FLOOR AREA A - PIPING ● ●

M-MP-02B SECOND FLOOR AREA B - PIPING ● ●

M-MJ-01 MECHANICAL DETAILS ● ● ● ●

M-MJ-02 MECHANICAL DETAILS ● ● ● ●

M-MJ-03 MECHANICAL DETAILS ● ● ● ●

M-MJ-04 MECHANICAL DETAILS ● ● ● ●

M-MJ-05 MECHANICAL DETAILS ● ●

M-MI-01 MECHANICAL CONTROLS ● ● ● ●

M-MI-02 MECHANICAL CONTROLS ● ● ● ●

M-MI-03 MECHANICAL CONTROLS ● ● ● ●

M-MI-04 MECHANICAL CONTROLS ●

M-MI-05 MECHANICAL CONTROLS ●

M-MI-06 MECHANICAL CONTROLS ●

M-MI-07 MECHANICAL CONTROLS ●

M-MI-08 MECHANICAL CONTROLS ●

09 - PLUMBING

P-PI-01 PLUMBING LEGENDS & NOTES ● ● ● ●

P-PI-02 PLUMBING SCHEDULES ● ● ● ●

P-PI-03 PLUMBING DETAILS ● ● ● ●

P-PI-04 PLUMBING DETAILS ● ● ● ●

P-PD-00 BASEMENT - DEMOLITION PLAN - PLUMBING OVERALL ● ● ● ●

P-PD-01 GROUND FLOOR - DEMOLITION PLAN - GRAVITY - AREA A ● ● ● ●

P-PD-02 SECOND FLOOR - DEMOLITION PLAN - GRAVITY - AREA B ● ● ● ●

P-PD-03 GROUND FLOOR DEMOLITION PLAN - PRESSURE - AREA A ● ●

P-PD-04 GROUND FLOOR DEMOLITION PLAN - PRESSURE - AREA B ● ●

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS REVISIONS

S D

D D

C D

C D 2 1

00 - GENERAL

GI 00.01 COVER SHEET ● ● ● ● ●

GI 01.01 GENERAL DATA ● ● ● ● ●

GI 01.02 WALL TYPE DETAILS ● ● ●

GI 01.03 ACCESSIBILITY DETAILS ● ● ● ●

GI 01.20 EXISTING PLAN/CAMPUS MAP ● ● ●

GI 01.21 OVERALL SCOPE ● ● ●

GI 01.30 SUGGESTED PHASING PLANS ● ● ● ●

GI 01.40 PHASE I ICRA PLAN ● ● ●

GI 01.41 PHASE II ICRA PLAN ● ●

GI 01.42 PHASE III ICRA PLAN ● ●

GI 01.43 PHASE IV ICRA PLAN ● ●

GI 01.44 PHASE V ICRA PLAN ● ●

GI 02.01 OVERALL LIFE SAFETY PLAN ● ● ● ●

GI 01.51 ASBESTOS AND LEAD SAMPLE LOCATION DRAWING ● ●

GI 01.52 ASBESTOS CONTAINING MATERIAL LOCATION DRAWING ● ●

GI 01.53 ASBESTOS CONTAINING MATERIAL LOCATION DRAWING ● ●

GI 01.54 ASBESTOS CONTAINING MATERIAL LOCATION DRAWING ● ●

GI 01.55 ASBESTOS SUMMARY KEYNOTES ● ●

01 - CIVIL

CG101 CIVIL COVER SHEET ●

V-101 EXISTING CONDITIONS PLAN ● ● ●

CD101 DEMOLITION PLAN ● ● ●

C-101 CIVIL SITE PLAN ● ● ●

C-102 GRADING PLAN ● ● ●

C-103 EROSION AND SEDIMENT CONTROL PLAN ● ●

C-104 GRADING AND DRAINAGE PLAN ●

C-201 GRADING AND DRAINAGE PLAN ●

C-501 CIVIL DETAILS 1 ● ● ●

C-502 CIVIL DETAILS 2 ● ● ●

C-503 CIVIL DETAILS 3 ● ● ●

C-504 CIVIL DETAILS 4 ● ●

C-505 CIVIL DETAILS 5 ●

C-506 CIVIL DETAILS 6 ●

C-507 CIVIL DETAILS 7 ●

C-508 CIVIL DETAILS 8 ●

C-509 CIVIL DETAILS 9 ●

03 - DEMOLITION

AD 01.01 PHASE I DEMO PLAN ● ●

AD 01.02 PHASE II DEMO PLAN ● ●

AD 01.03 PHASE III DEMOLITION PLAN ● ●

AD 01.04 PHASE IV DEMOLITION PLAN ● ● ● ●

AD 01.05 PHASE V DEMOLITION PLAN ● ●

AD 01.06 DEMO PHOTOS ● ● ● ●

04 - ARCHITECTURAL

AE 01.01 GROUND FLOOR OVERALL PLAN ● ● ● ●

AE 01.01A GROUND FLOOR PLAN AREA A ● ● ● ●

AE 01.01B GROUND FLOOR PLAN AREA B ● ● ● ●

AE 01.01C MECH EQUIP PLATFORMS/TRANSFORMER ● ● ●

AE 01.02 ROOF PLAN ● ● ● ●

AE 01.03 ALTERNATE PLANS ● ●

AE 01.10A GROUND FLOOR PLAN AREA A - DIMENSIONED ● ●

AE 01.10B GROUND FLOOR PLAN AREA B - DIMENSIONED ● ●

AE 02.02 ENLARGED PLANS - VESTIBULE/PMRS CONSULT ● ● ●

AE 02.03 ENLARGED PLANS - SIM LAB ● ● ● ●

AE 02.04 ENLARGED PLANS - KINESIO THERAPY ● ● ●

AE 02.05 ENLARGED PLANS - TOILETS ● ● ●

AE 02.06 ENLARGED PLANS - TOILETS ● ●

AE 03.01 DOOR ELEVATIONS, SCHEDULE, & NOTES ● ● ●

AE 03.02 DOOR DETAILS ● ● ●

AE 03.03 DOOR DETAILS ● ●

AE 03.04 WINDOW ELEVATIONS & NOTES ● ● ●

AE 03.05 WINDOW DETAILS - INTERIOR ● ●

AE 03.06 WINDOW DETAILS - EXTERIOR ● ● ●

AE 04.01 BUILDING ELEVATIONS ● ● ● ●

AE 04.02 BUILDING ELEVATIONS ● ● ●

AE 05.01 BUILDING SECTIONS AREA A ● ● ●

AE 05.02 BUILDING SECTIONS AREA B ● ● ●

AE 06.01 WALL SECTIONS ● ● ●

AE 06.02 WALL SECTIONS ● ● ●

AE 08.01 EXTERIOR DETAILS ● ● ●

AE 08.02 EXTERIOR DETAILS ● ● ●

AE 08.03 PLAN DETAILS ● ●

AE 08.04 PLAN DETAILS ● ●

AE 08.05 MISC. DETAILS ● ● ●

AE 08.06 MISC DETAILS ● ● ●

AE 08.07 RAMP DETAILS ● ●

AE 08.08 MISC. INTERIOR DETAILS ● ● ●

AE 08.09 MISC. INTERIOR DETAILS ● ● ●

AE 09.01 INTERIOR ELEVATIONS ● ● ●

AE 09.02 INTERIOR ELEVATIONS ● ● ●

AE 09.03 INTERIOR ELEVATIONS ● ● ●

AE 09.04 INTERIOR ELEVATIONS ● ● ●

AE 09.05 INTERIOR ELEVATIONS ● ● ●

AE 09.06 INTERIOR ELEVATIONS ● ● ●

AE 10.01 CASEWORK SECTIONS AND MISC DETAILS ● ● ●

T. SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE STANDARD 15-2007.

S. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1-2004.

R. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

Q. EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

P. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

O. DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL

AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433, 434, AND 435.

N ENERGY POLICY ACT OF 2005 (EPACT)

M. MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS

FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

L. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE

AND COMMENTARY (ACI 318)

K. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

J. ASME CODE FOR PRESSURE PIPING

I. ASME BOILER AND PRESSURE VESSEL CODE

H. SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL

ENGINEERS (ASME) A 17.1.

G. INTERNATIONAL PLUMBING CODE (IPC)

F. NATIONAL ELECTRICAL CODE (NEC)

E. VA SEISMIC DESIGN REQUIREMENTS, H-18-8

D. OCCUPATION, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

C. NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

B. NFPA 101 - 2021 LIFE SAFETY CODE

A. INTERNATIONAL BUILDING CODE (IBC 2021) (ONLY WHEN SPECIFICALLY REFERENCED IN VA

DESIGN DOCUMENTS)

THE LATEST EDITIONS OF THE FOLLOW CODES SHALL BE FOLLOWED.

VA CODE LIST

VICINITY MAP

Revisions: Date:

Addendum 1 07/17/2023

C O

R R

ID

O

R T

O B

LD

G

CORRIDOR TO BUILDING 7

MECH EQUIP PLATFORMS

INCLUDED AS PART OF PHASE IIB

PHASING LEGEND

PHASE I

PHASE III

PHASE IV

PHASE V

PHASE II

PATIENT PATH

FOR PHASE II

PATIENT PATH

FOR PHASE III

PHASE I OF THE PROJECT WILL INCLUDE DEMOLITION OF THE

ENTIRE GYM AREA INCLUDING ALL FINISHES/CEILINGS WALLS

AND THE BRICK THAT IS ALONG THE INSIDE OF THE GYM. REF.

DEMO PLANS FOR FULL EXTENT OF DEMOLITION. THIS PHASE

SHALL ALSO INCLUDE THE BUILD BACK OF ALL NEW

COMPONENTS AND WALLS WITHIN THE EXISTING GYM AREA.

REF AE 01.01 FOR LIMITS OF PHASE 1A CONSTRUCTION THE

IT/COMM ROOMS WILL NEED TO COMPLETELY FINISHED OUT

FIRST.

PHASE III SHALL CONSIST OF THE DEMOLITION AND

COMPLETION OF A PORTION OF THE PASS THRU CORRRIDOR

TO BUILDING 7 AND BUILDING 116. THIS WORK SHALL BE

COMPLETELY CLOSED OFF WITH TEMPORARY PARTITIONS TO

CONCEAL DUST FROM ESCAPING. DURING PHASE III,

PATIENTS WILL PASS THRU THE WORK THAT WAS DEMOED

DURING PHASE II. THIS AREA SHALL BE LEFT OPEN, CLEANED

AND CLEAR OF ANY HAZARDS FOR PATIENTS TO PASS THRU.

PHASE I PHASE III

ONCE PHASE III IS COMPLETE, THE CORRIDOR SHALL BE

OPENED UP TO ALLOW PATIENTS TO PASS THRU.

TEMPORARY PARTITIONS SHALL BE PLACED TO SEPERATE

DEMOLITION THAT WILL BEGIN AS PART OF PHASE IV. REF. GI.

01.41B FOR THE LOCATION OF THOSE PARTITIONS. IN

ADDITION TO THIS, THE TEMPORARY PARTITIONS SHALL

REMAIN UP THAT SEPERATE PHASE II AND THAT PHASE SHALL

NOW BE FINISHED OUT AS DESIGNED. PHASE IV CAN ALSO

NOW BE FINISHED AS DESIGNED.

PHASE IV

PHASE II SHALL CONSIST OF THE DEMOLITION OF THE

OFFICES, TOILETS ETC. THAT ARE SOUTH OF THE EXISTING

PASS THRU CORRIDOR. IN ORDER TO KEEP THE CORRIDOR IN

OPERATION DURING CONSTRUCTION, A TEMPORARY

PARTITION WILL NEED TO BE CONSTRUCTED TO CLOSE OFF

THE CORRIDOR FROM ANY CONSTRUCTION DEBRIS, REF. GI.

01.40 FOR MORE INFORMATION ON LOCATION OF TEMPORARY

BARRIER. ONCE THE DEMOLITION WORK IS COMPLETE, THE

PHASE II AREA WILL NEED TO BE CLEANED AND REMAIN OPEN

TO ALLOW PATIENTS TO PASS THRU DURING PHASE III. PHASE

II CAN ONLY TAKE PLACE AFTER PHASE I IS COMPLETEY

FINISHED.

PHASE II

PHASE V SHALL BE COMPLETED ONCE ALL OF THE OTHER

WORK HAS ALREADY BEEN COMPLETE. THIS WORK WILL

NEED TO BE DONE ON NIGHTS AND WEEKENDS TO ALLOW

THE COORIDOR TO SAY OPEN FOR PATIENTS TO PASS THRU.

COORDINATE ALL WORK AND SCHEDULES WITH THE COR.

PHASE V

PHASING DESCRIPTIONS

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:2

A

M

GI 01.30

SUGGESTED PHASING PLANS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

1/16" = 1'-0"

1 GROUND FLOOR PHASING PLAN

0 8' 16' 32'4'

NOTE: THIS DRAWING MUST BE

PRINTED IN COLOR TO REPRODUCE

PROPER PHASING DIAGRAM

GENERAL NOTE:

ALL PHASING IS A SUGGESTION TO BE USED

AS A GENERAL GUIDELINE. IT SHOULD BE

NOTED THAT THE IT/TELECOMM ROOMS

MUST BE FULLY COMPLETED BEFORE ANY

OTHER WORK BEGINS. ALL OTHER PHASING

SHOULD BE FINALIZED WITH THE COR PRIOR

TO CONSTURCTION.

Revisions: Date:

Addendum 1 07/17/2023

18 19

F4

F1

AE 05.02

4/ AE 02.03

A

E

.0

A

E

.0

5/ AE 02.03

9/ AE 02.03

A

E

.0

A

E

.0

11/ AE 02.03

A

E

.0

13/ AE 02.03

15/ AE 02.03

MED/SURG SIM LAB

G30D

CONTROL ROOM

G30E

PROCEDURE SIM LAB

G30F

SIM MAINTENANCE

G30G

CORRIDOR

G50

CORRIDOR

G52

CORRIDOR

G30

A

E

.0

E E

F.3

17.4 17.5 18.8 18.9 20.1 20.2

G30D G30E G30F

EMERGENCY EYEWASH

STATION. REF. P-PI-02

SCULLERY SINK. REF. P-PI-02

MANEQUIN STORAGE

RACK, VA PROVIDED AND

INSTALLED

R W

C

R W

C

SLEEPER CHAIR

PATIENT BED

OVERBED TABLE

HIGH BACK CHAIR

INFECTIOUS

WASTE

PATIENT BED

GENERAL CART

STEP STOOL

MAYO STAND

WASTE

COMPUTER CART

EXAM STOOL

BIO WASTE

F3050 - WHITEBOARD,VA PROVIDED

AND INSTALLED

P1

WB

8'-6"

5' -1

0"

WP4

A5106 -

SHARPS/GLOVESC,VA

PROVIDED AND

INSTALLED

30 X 15

2' -1

0"

A5082 - PAPER TOWEL

DISPENSER, VA

PROVIDED AND

INSTALLED

A5075 - SOAP DISPENSER,

VA PROVIDED AND

INSTALLED

30 X 24

30 X 15

SSM1

PL1

PORVIDE SOLID SURFACE END

PANEL TO MATCH SSM1. SEAMS

SHOULD BE SMOOTH TO

RESEMBLE WATERFALL EDGE

WP4

WB

AE 10.01

22" DEEP

5'-1 5/8"

AE 10.01

30 X 23

P1

SCH1 - REFER TO FINISH LEGEND

6" 2'

-0

1' -1

1/ 2"

5" 1'

-7

1/

2"

2'-2" 5'-6" 2'-2"

RWC-2

W A

LL

P

R O

T E

C T

IO

N

4' -0

WP4

P1

WB

WP7

SCH1 - REFER TO FINISH LEGEND

WP2

E

W A

LL

P

R O

T E

C T

IO

N

4' -0

" WP4

WB

P1

SCH1 - REFER TO FINISH LEGEND

EQ EQ

25" DEEP

10'-0"

2' -6

3'

-2

SSM1

MONITORS FOR PATIENT

MONITORING. VA PROVIDED

CONTRACTOR INSTALLED.

P1

WB

2'-1"

COUNTERTOP

SUPPORT

BRACKET

CG1

AE 10.02

E

SSM1

2' -6

P1

WB

3'-0"

COUNTERTOP

SUPPORT

BRACKET

E

2' -6

END PANEL

25" DEEP

SSM1

P1

WB

COUNTERTOP

SUPPORT

BRACKET

COUNTERTOP

SUPPORT

BRACKET

CG1

A5082 - PAPER TOWEL DISPENSER,

VA PROVIDED AND INSTALLED

A5075 - SOAP DISPENSER, VA

PROVIDED AND INSTALLED

P8

SV TO WRAP WALL - 6"

3' -0

3' -1

1/

2"

4' -0

EMERGENCY EYEWASH STATION.

REF. P-PI-02

SCULLERY SINK. REF. P-PI-02

SV TO WRAP WALL - 6"

P1

WP4

WP2

E

W A

LL

P

R O

T E

C T

IO

N

4' -0

WP-4

SV TO WRAP WALL

6"

P1

SCH1 -

REFER TO

FINISH

LEGEND

CG1CG1

A5106 - SHARPS/GLOVESC,VA

PROVIDED AND INSTALLED

A5075 - SOAP DISPENSER, VA

PROVIDED AND INSTALLED

A5082 - PAPER TOWEL DISPENSER,

VA PROVIDED AND INSTALLED

WP-4

SV TO WRAP WALL - 6"

W A

LL

P

R O

T E

C T

IO

N

4' -0

P1

SCH1 - REFER TO FINISH LEGEND

5' -9

4' -0

WP-4

SV TO WRAP WALLS - 6"

P1

SCH1 - REFER TO FINISH LEGEND

GENERAL NOTE: REFRENCE

IN 01.00 FOR ALL FINISH

NOTES

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:1

A

M

AE 02.03

ENLARGED PLANS - SIM LAB TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

REF: 1 / AE 01.01B

1 G-026/027/030/031 SIMULATION SUITE

REF: 1 / AE 02.03

4 G-30D MED/SURG SIM LAB

REF: 1 / AE 02.03

5 G-30D MED/SURG SIM LAB

REF: 1 / AE 02.03

6 G-30D MED/SURG SIM LAB

REF: 1 / AE 02.03

7 G-30D MED/SURG SIM LAB

REF: 1 / AE 02.03

9 G-30F CONTROL ROOM

REF: 1 / AE 02.03

8 G-30E CONTROL ROOM

REF: 1 / AE 02.03

10 G-30E CONTROL ROOM

REF: 1 / AE 02.03

15 G-031 SIM MAINTENANCE

REF: 1 / AE 02.03

11 G-030F PROCEDURE SIM LAB

REF: 1 / AE 02.03

12 G-030F PROCEDURE SIM LAB

REF: 1 / AE 02.03

13 G-030F PROCEDURE SIM LAB

REF: 1 / AE 02.03

14 G-030F PROCEDURE SIM LAB

0 2' 4' 6'

0 1' 2' 4'6"

0 1' 2' 4'6" 0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6" 0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6"0 1' 2' 4'6"

2 MED/SURG SIM LAB G-026 3 PROCEDURE SIM LAB G-030

Revisions: Date:

Addendum 1 07/17/2023

2' -1

1"

HAND RAIL

PROVIDE BLOCKING

BETWEEN STUDS

FACTORY FINISHED

EDGE OF RIGID SHEET

AT TOP, NO TOP CAP

TRIMMED EDGE

OF RIGID SHEET

BEHIND RUBBER

BASE, 1/4" A.F.F.

1/ 4"

RIGID SHEET

BUTT JOINT SEAMS

AND DO NOT USE

ANY TRIM PIECES

ON RIGID SHEET

NOTE: USE JOHNSONITE 946 PREMIUM CONTACT

ADHESIVE, FOR NON-POUROUS SURFACES, TO ADHERE

RUBBER BASE AT RIGID PANEL CONDITIONS.

F U

LL

H

E

IG

H T

T O

C E

IL

IN

G

R W

C 1, 2, CAULK

METAL COVE CAP

FINISH FLOOR

COVE STICK

6" U

.N .O

1 1/2"

2"

RESINOUS FLOORING

KEYED EDGE

BASE COATING AND

REINFORCED MESH

EDGE PROTECTION

PROFILE STRIP

HARDBOARD

(THICKNESS AS

REQ'D)

RESINOUS FLOORING

R E

F E

R T

O S

P E

C

C O

V E

H E

IG

H

T

CEMENTITIOUS

BACKER BOARD

TILE & GROUT INSTALL.

REFER TO FINISH PLAN

AND SPECS

LATEX-PORTLAND CEMENT

MORTAR BOND COAT

WATERPROOF

MEMBRANE. EXTEND

DOWN TO SLAB BEHIND

HARDBOARD.

SLOPE CONCRETE

TO DRAIN AS

INDICATED

RADIUS COVE PER

SPEC

RESILIENT FLOORING (VCT, LVT,

SV)

FEATHER FLOOR SLOPE OUT WITH

CONCRETE UNDERLAYMENT

COMPOUND FOR 3'-0", TO CREATE

SMOOTH AND EVEN TRANSISTION.

SCHLUTER TRANSISTION

PROFILE RENO-TK-EBTK

PORCELAIN / CERAMIC

TILE

1'-0"

S V

B A

S E

6" (7

A

T

H

2' -6

(3 '-1

A

T

H

S V

B A

S E

C O

N D

IT

IO

N S

3' -0

6" 6"

PLAN DETAIL

ELEVATION

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:1

A

M

AE 08.08

MISC. INTERIOR DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

1 1/2" = 1'-0"

1 WP1 - HAND RAIL1

1 1/2" = 1'-0"

4 RWC - RIGID SHEET1

3" = 1'-0"

5 INTEGRAL COVED BASE1

0 2" 1'4" 6" 0 2" 1'4" 6" 0 2" 1'4" 6"

0 2" 6"4" 0 2" 6"4"

3" = 1'-0"

8 RESINOUS FLOORING - DRAIN1

3" = 1'-0"

7 RESINOUS FLOORING - COVED BASE1

0 2" 6"4"

0 2" 6"4"

2 PORCELAIN/CERAMIC TO RESILIENT

Revisions: Date:

Addendum 1 07/17/2023

6 WP2 - BED BUMPERS

CORRIDOR TO

BLDG 7 ROOF

598.54'

RWC3

AWP2

AWP2

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS WALLS

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS WALLS

3-5/8" METAL KICKER

STUD ANCHORED TO

STRUCTURE ABOVE

1'-6" 6"

/8

AWP2 BEYOND

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS WALLS

3/4" F.T. PLYWOOD

METAL STUD

FRAMING (3-5/8"), 20

GA MIN, AT 16" O.C.

MAX.

METAL STUD

FRAMING (3-5/8"), 20

GA MIN, AT 16" O.C.

MAX.

METAL STUD

FRAMING (3-5/8"), 20

GA MIN, AT 16" O.C.

MAX.

IMPACT RESISTANT

5/8" GYPSUM BOARD

SHEET METAL BLOCKING

1 1/4"

WALL BASE

2" THICK CUSHION.

PROVIDED BY VA

1 5/8" METAL KICKER

ACT 6

ACT 4

ACT 3 T

Y

P

2' -0

TYP

2'-0"

ACT 5ACT 5

ACT 5ACT 5

ACT 5

ACT 5

ACT 5ACT 5

ACT 5

ACT 5

ACT 5

ACT 5 ACT 6ACT 6 ACT 4ACT 3

ACT 6

ACT 6

ACT 4

ACT 4ACT 4

ACT 6

ACT 3

ACT 6

ACT 6

ACT 6

ACT 6 ACT 4 ACT 3ACT 6

ACT 3

ACT 4

ACT 3

ACT 4

1" DROP

1" DROP

1" DROP 1" DROP 1" DROP

1" DROP

2" DROP

2" DROP

2" DROP

2" DROP

2" DROP 2" DROP

1" DROP 1" DROP

1" DROP

1" DROP

1" DROP

2" DROP

2" DROP

2" DROP

1" DROP

1" DROP

1" DROP

1" DROP

1" DROP

1" DROP

1" DROP 1" DROP

1" DROP

2" DROP

2" DROP

2" DROP

2" DROP

2" DROP

1" DROP

1" DROP

1" DROP

8' - 0"

TYP.

2'-0"

T Y

P

2' -0

ACT 6ACT 3

ACT 5ACT 4

ACT 6

ACT 5

ACT 4

ACT 3

1" DROP

2" DROP

2" DROP 1" DROP

1" DROP

1" DROP

2" DROP2" DROP

8' - 8"

ACT 6ACT 3

ACT 5

ACT 4

ACT 6

ACT 6

ACT 5

ACT 5

ACT 3

ACT 3 ACT 4

TYP

2'-0"

T Y

P

2' -0

11' - 0"

1" DROP

1" DROP 1" DROP

2" DROP 2" DROP

1" DROP

1" DROP

1" DROP

2" DROP 2" DROP

2" DROP

4' -0

/4

3'

-1

/4

A .F

.F

3/4"

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS LINEAR VENEERED

PLANKS

METAL STUD FRAMING

(3-5/8"), 20 GA MIN, AT 16"

O.C. MAX.

GYPSUM BOARD, TYPE 'X'

FIRE-RATED (5/8")

GYPSUM BOARD, TYPE 'X'

FIRE-RATED (5/8")

FURRING STRIP

RIGID ATTACHMENT CLIP

1' -1

1"

3/4"

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS LINEAR VENEERED

PLANKS

SCHEDULED CEILING

ACOUSTIC WOOD PANELS: BASIS

OF DESIGN, ARMSTRONG

WOODWORKS LINEAR VENEERED

PLANKS

METAL STUD FRAMING

(3-5/8"), 20 GA MIN, AT 16"

O.C. MAX.

GYPSUM BOARD, TYPE 'X'

FIRE-RATED (5/8")

GYPSUM BOARD, TYPE 'X'

FIRE-RATED (5/8")

WALL BASE

8" M

A X

IM

U

M

FURRING STRIP

RIGID ATTACHMENT CLIP

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:1

A

M

AE 08.09

MISC. INTERIOR DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

REF: 2 / AE 09.06

1 BENCH SECTION

REF: 1 / AC 11.01A

5 CORRIDOR G-069 ENLARGED RCP

REF: 1 / AC 11.01B

4 CORRIDOR G-045 ENLARGED RCP

REF: 1 / AC 11.01A

6 CORRIDOR G-055 ENLARGED RCP

0 1' 2' 4'6" 0 1' 2' 4'6" 0 1' 2' 4'6"

REF: 8 / AE 02.02

2 WOOD PANEL SIGNAGE

0 2" 1'4" 6" 0 2" 1'4" 6"

REF: 7 / AE 02.02

3 RECEPTION WOOD PANELS

0 2" 1'4" 6"

NOTE: THIS DRAWING MUST BE

PRINTED IN COLOR FOR AN ACCURATE

DEPICTION OF INFORMATION

HANDRAIL

CORNER GUARD

CG

AT

P

PRB

LVT FLOOR

BASE

WALLS

CEILING

FINISH SYMBOL LEGEND

FLOOR FINISH:

A. ALL FLOOR TRANSITIONS ARE TO OCCUR AT CENTERLINE OF DOOR, WHEN IN CLOSED

POSITION

B. AT CASED OPENING CONDITIONS, ALL FLOOR TRANSITIONS ARE TO OCCUR AT CENTERLINE OF

THE CASED OPENING.

WALL BASE:

A. ALL RUBBER BASE TO BE SEALED TIGHT TO FINISHED FLOOR.

B. INTEGRAL SHEET VINYL BASE IS TO BE 6" H A.F.F WITH ALUMINUM TOP CAP.

WALL FINISH:

A. PAINT ALL ELECTRICAL AND ACCESS PANELS TO MATCH ADJACENT WALL FINISH.

CEILING FINISH:

A. HORIZONTAL SURFACES OF DECORATIVE SOFFITS AND OF BULKHEADS ARE TO MATCH

VERTICAL SURFACES, U.N.O.

B. PAINT ALL ACCESS PANELS IN CEILING TO MATCH ADJACENT CEILING FINISH.

C. PAINT INTERIOR SURFACES OF AIR DUCTS AND CONVECTOR / BASEBOARD HEATING CABINETS

THAT ARE VISIBLE THROUGH GRILLES AND LOUVERS WITH ONE COAT OF FLAT BLACK PAINT,

FOR A MINIMUM OF 1'-6" OR BEYOND SIGHT LINE, WHICHEVER IS GREATER.

DOORS:

A. HARDWOOD STAINED TO MATCH PL2.

CASEWORK:

A. ALL CABINETS AND VERTICAL SURFACE OF CASEWORK ARE TO BE PL1, U.N.O.

B. ALL COUNTERTOPS TO BE SSM1, U.N.O. REFER TO INTERIOR ELEVATIONS.

C. TRANSACTION TOPS TO BE SSM2, U.N.O.

WALL PROTECTION:

A. REFER TO INTERIOR FINISH LEGEND FOR WALL PROTECTION LEGEND (CG, WP, RWC, DWP).

B. REFER TO INTERIOR FINISH PLAN AND INTERIOR ELEVATIONS FOR WALL PROTECTION

LOCATIONS.

C. REFER AE 08.03 FOR WALL PROTECTION MOUNTING HEIGHTS & DETAILS.

D. HAND, CRASH, AND BUMPER RAILS: TERMINATE 2" FROM EDGE OF DOOR FRAMES, FEC'S, WALL

OPENINGS, CORNER GUARDS, ETC. (U.N.O.)

WINDOW TREATMENTS:

A. ALL EXTERIOR WINDOWS SHALL RECEIVE ROLLER SHADES. REFERENCE SPEC SECTION

122413 FOR TYPES.

MISCELLANEOUS:

A. ALL CUBICLE CURTAINS TO BE CC1

GENERAL FINISH NOTESMATERIAL CONTACTS

ARMSTRONG CEILINGS GWEN SANDLIN

615-598-6831

GLSANDLIN@ARMSTRONGCEILINGS.COM

CSI ADRIAN HUDSON

612-216-8646

ADRIAN@CSICREATIVE.COM

DALTILE BROOKE TALMAGE

615-525-5961

BROOKE.TALMAGE@DALTILE.COM

WOLF GORDON

RAMPART

SHANNON LOFRUMENTO

615-788-9415

SHANNON.LOFRUMENTO@WOLFGORDON.COM

TARKETT ANGELA MULLINS

615-693-1038

ANGELA.MULLINS@TARKETT.COM

INTERFACE PATRICK KELLEY

615-504-3971

PATRICK.KELLEY@INTERFACE.COM

STONHARD CHRIS EICHER

800-854-0320

CEICHER@STONHARD.COM

ARMSTRONG FLOORING KATE A. RIGBY

KARIGBY@ARMSTRONGFLOORING.COM

FORBO JIMMIE HAMPTON

865-332-9310

JIMMIE.HAMPTON@FORBO.COM

WILSONART CHRIS FLEMMING

615-513-8983

FLEMINC2@WILSONART.COM

XOREL TIM BUTLER

615-479-4950

TBUTLER@MAINSOLUTIONSLLC.COM

TIM BUTLER

615-479-4950

TBUTLER@MAINSOLUTIONSLLC.COM

CARNEGIE XOREL

CORIAN TAMARA DUNNER

629-224-7179

TDUNNER@OLDENKAMP.COM

ACROVYN ANGELA PRICHARD

615-678-7438

ANGELA@HILLYERSALES.COM

SCHLUTER SYSTEMS TONY DAVIS

985-217-0200

TDAVIS@SCHLUTER.COM

CEILINGS

KEY MANUFACTURER - TYPE DESCRIPTION

ACT1 ARMSTRONG CEILINGS

GENERAL CEILINGS

STYLE: RADAR

EDGE: SQUARE LAY-IN 22441

SIZE: 24" X 24"

GRID: USG DX

ACT2 ARMSTRONG CEILINGS

SPECIALTY AREA CEILINGS

STYLE: CLEAN ROOM VL

EDGE: SQUARE LAY-IN

SIZE: 24" X 24"

GRID: CLEAN ROOM 15/16"

ACT3 CSI

ACCENT TILE

STYLE: FOLDED GRID SOUNDCORE

COLOR: SNDO35 GRANITE PEAK

SIZE: 24" X 24" X 2" DEPTH

ACT4 CSI

ACCENT TILE

STYLE: FOLDED GRID SOUNDCORE

COLOR: SND132 CAST IRON

SIZE: 24" X 24" X 2" DEPTH

STYLE: FOLDED GRID SOUNDCORE

COLOR: SND819 TURACO

SIZE: 24" X 24" X 1" DEPTH

ACT5 CSI

ACCENT TILE

STYLE: FOLDED GRID SOUNDCORE

COLOR: SND827 VELA

SIZE: 24" X 24" X 1" DEPTH

ACT6 CSI

ACCENT TILE

AB1 ARMSTRONG CEILINGS

ACOUSTIC BAFFLES

STYLE: FELTWORKS BLADES

SIZE: 3/8" THICK

COLOR: SMOKE (DARK GRAY)

AB1 ARMSTRONG CEILINGS

ACOUSTIC BAFFLES

STYLE: FELTWORKS BLADES

SIZE: 3/8" THICK

COLOR: FLANNEL (LIGHT GRAY)

AWP1 ARMSTRONG CEILINGS AND WALLS

ACOUSTIC WOOD PANELS

TYPE: LINEAR VENEERED PLANKS

PATT: WOODWORKS

COLOR: NATURAL WOOD VARIAT.

WALNUT

SIZE: 640W1 PLANK - 3/4" REVEAL,

5 1/4" X 96" X 3/4"

WALLS

AWP1 ARMSTRONG CEILINGS AND WALLS

ACOUSTIC WOOD PANELS

TYPE: LINEAR VENEERED PLANKS

PATT: WOODWORKS

COLOR: NATURAL WOOD VARIAT.

WALNUT

SIZE: 640W1 PLANK - 3/4" REVEAL,

5 1/4" X 96" X 3/4"

TYPE: WOODWORKS WALLS

PATT: W1, UNPERFORATED

COLOR: NAT. VARIATIONS WALNUT

SIZE: 2' W X 10' H

AWP2 ARMSTRONG WALLS

ACOUSTIC WOOD PANELS

P1

P2

P3

P4

P5

P6

P7

P8

SHERWIN WILLIAMS

FIELD PAINT

SHERWIN WILLIAMS

ACCENT PAINT

SHERWIN WILLIAMS

DOOR FRAMES , TRIM PAINT

SHERWIN WILLIAMS

CEILING PAINT

EP4

SHERWIN WILLIAMS

EPOXY CEILING PAINT

(IN ALL ROOMS WHERE P8 IS USED)

SHERWIN WILLIAMS

ACCENT PAINT

SHERWIN WILLIAMS

ACCENT PAINT

SHERWIN WILLIAMS

ACCENT PAINT

SHERWIN WILLIAMS

EPOXY WALL PAINT

COLOR: SW9166 DRIFT OF MIST

FINISH: EGGSHELL

COLOR: SW7665 WALL STREET

FINISH: EGGSHELL

COLOR: SW9166 DRIFT OF MIST

FINISH: SEMI-GLOSS

COLOR: SW7005 PURE WHITE

FINISH: SEMI-GLOSS

COLOR: SW7005 PURE WHITE

FINISH: SEMI-GLOSS, EPOXY

COLOR: SW 9143

FINISH: EGGSHELL

COLOR: SW6710 MELANGE GREEN

FINISH: EGGSHELL

COLOR: SW6485 RAINDROP

FINISH: EGGSHELL

COLOR: SW9166 DIRFT OF MIST

FINISH: EGGSHELL, EPOXY

PT3

PT4

PT5

DALTILE

FIELD WALL TILE

PATT: PORTFOLIO

GROUT:LACRETE - 17 MARBLE BEIGE

COLOR: ICE PF01

SIZE: 12" X 24"

DALTILE

ACCENT WALL TILE

TYPE: RANDOM LINEAR

COLOR: SKLYLINE BLEND PF12

SIZE: 12"

GROUT:LATICRETE-17MARBLE BEIGE

DALTILE

ACCENT WALL TILE - WATER FOUNTAINS

COLOR: ICE PF01

SIZE: 6" X 12"

GROUT:LATICRETE-17MARBLE BEIGE

RWC1 INTERLAM

RIGID DIMENSIONAL WALL

PATT: SST 002 (HORIZONTAL HANG)

COLOR: WHITE SEMI GLOSS

SIZE: 48" X 96" X 1.5"

NOTE: TO BE SPRAY PRIMED AT

FACTORY. NOT FINISHED BY GC.

RWC2 WOLF GORDON RAMPART

RIGID WALL COVERING. SIM HEADWALL

PATT: GRAIN

COLOR: CEDAR

SIZE: 52" W

RWC3 INPRO

RIGID WALL COVERING. BENCH NOOKS

PATT: RICOCHET

COLOR: CYSTAL BLUE R10103

SIZE: .040" THICK

BASE

PT2

WB

DALTILE

PORCELAIN TILE COVE BASE

COLOR: GLOBAL GREY

UNPOLISHED AM35

SIZE: 6" X 12"

TARKETT / JOHNSONITE

PROFILE BASE

STYLE: MW - MANDALAY

COLOR: BURNT UMBER

SIZE: 4.5" H X 4'0" L

NO PREFAB CORNERS

FLOORING

LVT1 INTERFACE

LUXURY VINYL TILE

PATT: BRUSHED LINES

SIZE: 25CM X 1M 4.5 MM THICK

INSTALL: ASHLAR

COLOR: ALABASTER A01602

LVT2 INTERFACE

LUXURY VINYL TILE

PATT: BRUSHED LINES

SIZE: 25CM X 1M 4.5 MM THICK

INSTALL: ASHLAR

COLOR: CELADON A01618

PT1 DALTILE

FIELD PORCELAIN FLOOR TILE

PATT: AMBASSADOR

COLOR: GLOBAL GREY

UNPOLISHED AM35

SIZE: 12" X 24"

GROUT:LATICRETE #89SMOKE GREY

PT2 DALTILE

TILE COVE BASE

PATT: AMBASSADOR

COLOR: GLOBAL GREY

UNPOLISHED AM35

SIZE: 6" X 12"

GROUT"LATICRETE #89SMOKE GREY

EPX1 STONHARD

EPOXY FLOORING

STYLE: SMALL FLAKES

COLOR: SMOKY MOUNTAINS

SIZE: 2MM THICK*

IB:INTEGRATED BASE

*For areas requiring increased thickness, a 1/8 to 3/16 in./0.31 to

0.47 cm of epoxy mortar may be added.

RF1 TARKETT

RUBBER FLOORING

STYLE: INERTIA SPORTS FLOORING

SIZE: 0.250" THICK

COLOR: INRH RAINSTORM

RF2 TARKETT

RUBBER FLOORING

STYLE: INERTIA SPORTS FLOORING

SIZE: 0.250" THICK

COLOR: KJ6 GRAY AREA

RF3 TARKETT

RUBBER FLOORING

STYLE: INERTIA SPORTS FLOORING

SIZE: 0.250" THICK

COLOR: LC7 BEST SELLERS

SC SEALED CONCRETE

WSF1 ARMSTRONG FLOORING

WELDED SEAM SHEET FLOORING

PATT: MEDINTONE HOMOGENOUS

COLOR: H5301 GRAY LIGHT

SIZE: 6'7" UP TO 98.4 FT 2 MM THICK

IB: INTEGRATED BASE

WSF2 ARMSTRONG FLOORING

WELDED SEAM SHEET FLOORING

PATT: MEDINTONE HOMOGENOUS

COLOR: HF328 GRAYED LIGHT BLUE

SIZE: 6'7" UP TO 98.4 FT 2 MM THICK

IB: INTEGRATED BASE

CPT1 FORBO

CARPET

PATT: FLOTEX MODULAR

COLOR: 111003 ALMOND

SIZE: 10" X 40' [ROLLED GOOD]

CASEWORK

PL1 WILSONART

PLASTIC LAMINATE; CASEWORK

PATT: RIVER CHERRY 7937-38

FINISH: TEXTURED GLOSS W AEON

EDGE: .018 & 3MM

PL2 WILSONART

PLASTIC LAMINATE; CASEWORK, DOORS

PATT: FUSION MAPLE 7909-60

FINISH: TEXTURED GLOSS W AEON

EDGE: .018 & 3MM

MISC

AP1 XOREL

ARTFORM ACOUSTIC PANELS

"HEX"

SIZE: MEDIUM (2D)

FABRIC: AP-B

AP2 SIZE: MEDIUM (2D)

FABRIC: AP-C

AP3 SIZE: LARGE (3D)

FABRIC: AP-A

AP4 SIZE: LARGE (2D)

FABRIC: (AP-A)

XOREL

ARTFORM ACOUSTIC PANELS

"HEX"

XOREL

ARTFORM ACOUSTIC PANELS

"HEX"

XOREL

ARTFORM ACOUSTIC PANELS

"HEX"

AP-A CARNEGIE XOREL

ACOUSTIC PANEL COVERING

"HEX"

PATT: STRIE 6423

COLOR: #820

AP-B CARNEGIE XOREL

ACOUSTIC PANEL COVERING

"HEX"

PATT: STRIE 6423

COLOR: #807

AP-C CARNEGIE XOREL

ACOUSTIC PANEL COVERING

"HEX"

PATT: SLEET EMBROIDER 6299

COLOR: #813

SSM1 CORIAN

SOLID SURFACE

PATT: SPARKLING WHITE

SSM2 CORIAN

SOLID SURFACE

PATT: QUARTZ BIANCO MARMOR

SSM3 CORIAN

SOLID SURFACE

PATT: GLACIER WHITE

SIZE: 1/4" THICK

WS1 WINDOW SHADES TBD BY FACILITY DESIGNER

CC1 STANDARD TEXTILE

CUBICLE CURTAIN

STYLE: KNOWLTON

COLOR: NANTUCKET CM003002

SIZE: 72" W

SHCU1 STANDARD TEXTILE

SHOWER CURTAIN

PATT: SURE CHEK LINEN WEAVE

COLOR: FROSTY SC002203

SIZE: 36" X 72", 72" X 72"

TP1 TOILET PARTITIONS COLOR: STAINLESS STEEL

TBD BY FACILITY DESIGNER

EFTR EXISTING FINISH TO REMAIN

EXP EXPOSED STRUCTURE

PTM PATCH TO MATCH EXISTING FIN. MATERIAL

MPC1 MODERN FOLD; MAHARAM

MOBILE PARTITION COVERING

STYLE: TEK WALL STRAKE

COLOR: MEMORY 002

BP1 TBD

BATH PARTITION

FINISH: STAINLESS STEEL

SIZE: SEE PLANS

WALL PROTECTION

WP1 CS ACROVYN

HANDRAIL

STYLE: 900 SSR

COLOR: STAINLESS STEEL

FINISH: #4 SATIN FINISH

SIZE: 1.5" ROUND

WP4

CS ACROVYN

BUMPER GUARD

STYLE: BG-10N BUMPER GUARD

COLOR: 262 DRIFTWOOD

SIZE: 4 1/16" H X 4" W

(VERTICAL PAIR)

WP5 CS ACROVYN

WALL SHEET

COLOR: 262 DRIFTWOOD

SIZE: 4' 6" HEIGHT

WP6 CS ACROVYN

WALL SHEET

COLOR: 262 DRIFTWOOD

SIZE: 4' 10" HEIGHT

WP7 CS ACROVYN

WALL SHEET

COLOR: 262 DRIFTWOOD

SIZE: FULL HEIGHT

CG1 CONSTRUCTION SPECIALTIES

CORNER GUARD

STYLE: ACO-8 BULLNOSE CORNER

COLOR: STAINLESS STEEL

TEXTURE: CLEAR ANODIZED

SIZE: .063" (1.6MM) THICK X FULL

HEIGHT TO CEILING

WP2

CS ACROVYN

WALL SHEET

COLOR: 262 DRIFTWOOD

SIZE: 4' 0" HEIGHT

TRANSITION STRIP

SCT1 SCHLUTER SYSTEMS

WALL PROTECTION TRIM

STYLE: SCHLUTER-JOLLY

ITEM NO: A 60 AT

SCT2 SCHLUTER SYSTEMS

WALL TILE TRIM

STYLE: SCHLUTER SCHIENE

ITEM NO: AE 20

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T

V H

S

A lv in C

Y o rk

V A

I n te g ra te d H e a lt h /2

A R

C H

P

R O

J E

C T

C E

N T

R A

L .r v t

/1

/2

:5

:1

A

M

IN 01.00

FINISH LEGEND & SCHEDULE TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE WALL CEILING COMMENTS

G54 CORRIDOR PT1, LVT1 PTB1,RB1 P1 ACT2

G55 CORRIDOR LVT1,2 RB1 P1 ACT1

G-014 CORRIDOR LVT1 RB1 P1 ACT1,3,4,5,6

G-021 CORRIDOR LVT1 RB1 P1 ACT1,3,4,5,6

G-056 CORRIDOR LVT1, 2 RB1 P1 EXP- P6, AB1,

G-57A MUSIC WORK

G-057D PIPE TUNNEL

G-069 CORRIDOR LVT1 RB1 P1 ACT1,3,4,5,6

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE WALL CEILING COMMENTS

100A MECH EQUIP PLATFORM 1

100B MECH EQUIP PLATFORM 1

100D PLUMBING

101 MECH EQUIP PLATFORM 2

G01 ENTRY PT1 PTB1 P1 ACT1

G02 BARBER CART LVT1 RB1 P1 ACT1

G03 FOOD SERVICE CHIEF LVT1 RB1 P1 ACT1

G04 FOOD SERVICE VEND SUPPLY LVT1 RB1 P1 ACT1

G07 HAC SC RB1 P1 EXP

G08 REC. THERAPY CLINIC LVT1 RB1 P1 ACT1,GYP-P6,

7,2

G08A KITCHENETTE LVT1 RB1 P1 ACT1

G08B RECREATION

STORAGE

LVT1 RB1 P1 ACT1

G09 STAIRS ETR ETR ETR ETR

G09A MALE PT1, PT5 PTBT1 PT3, PT4 GYP-EP4

G09B MALE SHOWER EPX-1 EPX-1 P8, PT3,4 GYP-P8

G09C FEMALE PT1, PT5 PTBT1 PT3, PT4 GYP-EP4

G09D FEMALE SHOWER EPX-1 EPX-1 P8, PT3,5 GYP - P8

G10 COURTYARD

G10 STAIR

G11 MECH.

G11A MECH.

G12 KINESIO GROUP THERAPY RF1,2,3 RB1…