2023-08-09 - IHC - Addendum 2.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

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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

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IG

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Revisions: Date:

Addendum 1 07/17/2023

Addendum 2 08/08/2023

INCLUDES ADDENDUM #1 - 07/17/2023

INCLUDES ADDENDUM #2 - 08/092023

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

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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 2

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 2

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 2

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

Addendum 2 08/08/2023

UP

UP

DEMO LEGEND

WALL TO BE DEMOLISHED

DOOR/FRAME TO BE DEMOLISHED

EXISTING PARTITION TO REMAIN

PLUMBING FIXTURES TO BE DEMOLISHED

DEMO AERA OUTSIDE OF WARD

02.88

02.87

02.13

02.96

02.94

02.13 02.9702.97

02.9702.97

02.77

02.99

02.18

02.79

02.78 02.18

02.81

02.92

02.73

BASEMENT ACCESS

02.87

02.91

02.89

02.89

ELECTRICAL

STAIRS

WORK ROOM

DRESS ROOM DRESS ROOM

JAN

STAGE

AUDITORIUM

WOMENLOBBYMENSTORAGE

TRANSFORMER

ENTRANCE

OFFICE SHOWER

THERAPEUTIC POOL/STORAGE

LOCKER

TOILET

TOILET

CORRIDOR

HACLOCKER

STAIR

OFFICESTORAGEOFFICE

EXERCISE/GYMRECREATION HALL

KITCHEN

TLT

02.70

AS PART OF BASE BID,

TRANSFORMER IS TO BE

REMOVED AND RELOCATED.

REFERENCE ELECTRICAL

DRAWINGS FOR MORE

INFORMATION.

02.66 02.8902.89

02.63 02.63

02.63

02.63

02.63

02.63

02.64

02.64

02.64

02.11

02.62

02.68

02.60

02.60

02.60

02.60

C O

R R

ID

O

R T

O B

LD

G

CORRIDOR TO BLDG 7

DN

02.57

02.57

02.56

UP

02.16 02.16

02.1602.16

02.1102.11 02.10

02.10

02.10

02.11

02.16 02.16

02.1602.16

02.17

02.17

02.16

02.16 02.11

02.1102.16

02.16

02.10

02.16

02.28

02.11 02.11

02.10

02.10

02.10

02.10

02.64

02.16

02.16

02.10

02.16

02.16

02.16

02.10

02.16

02.1102.1102.1102.11

02.14

02.1602.10

02.10

02.11

02.16

02.10

02.10 02.16

02.16

02.16

02.16

02.16

02.16

02.16

02.16

02.10

02.10

02.10

02.11

02.10 02.1602.16

02.54

2 02.542

02.55 2

ROOF BELOW

ROOF BELOW

ROOF BELOW

REC THERAPY BELOW

STAIR

STUDIO

FAN ROOM

GENERATOR

RM

REWIND RM PROJECTION ROOM CONTROL RM AMP RM

C O

R R

ID

O

R

AMATEUR

RADIO ROOM

JANITOR

02.11

02.16

02.16

02.10

02.16

02.16

02.10

02.10

02.1002.10

02.16

02.16

02.1602.16

02.16

02.10

02.10

02.10

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

KEYPLAN

AREA A

AREA B

OUT OF

SCOPE

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

/9

/2

:1

:3

P M

AD 01.04

PHASE IV DEMOLITION PLAN TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

DENOTED BY A NUMBER ENCLOSED INSIDE A HEXAGON.

ONLY NOTES APPLICABLE TO THIS SHEET ARE SHOWN.

KEYNOTE SCHEDULE

02.62 ALL EXISTING OVERHEAD STEEL IN PROSCENIUM TO REMAIN AS IS.

02.63 CAREFULLY REMOVE BRICK AS INDICATED BY RED DASHED LINES. STORE THE BRICK IN A

SAFE LOCATION TO BE FREE FROM DAMAGE. THE BRICK IS TO BE REUSED FOR WALL INFILL

IN VARIOUS LOCATIONS AROUND THE BUILDING. REF NEW PLAN FOR LOCATIONS

02.64 REMOVE PORTION OF EXISTING WALL TO ALLOW FOR NEW CASED OPENING. BRACE

EXISTING CMU WALL UNTIL NEW STRUCTURE IS PUT INTO PLACE.

02.66 DEMO EXISTING CONCRETE PAD

02.68 EXISTING LADDER TO ROOF TO REMAIN.

02.70 EXISTING WALL TO REMAIN. MINIMIZE DAMAGE AND PREPARE TO RECEIVE NEW FURRING

WALL.

02.73 REMOVE FINISHES ON STAGE TO EXISTING SLAB ON GRADE. REPAIR ANY DAMAGE TO

EXISTING SLAB

02.77 DEMO EXSITING METAL STAIR AND RAILING.

02.78 REMOVE EXISTING DOOR(S) AND RECESSED WALLS. REF. NEW PLAN FOR DOOR ADDITION

02.79 DEMO EXISTING STAIRS AND RAILING TO FINISH GRADE.

02.81 REMOVE EXISTING DOOR. PREP OPENING TO RECEIVE NEW SLIDING DOOR. REF. FLOOR

PLAN FOR MORE INFORMATION. CAREFULLY REMOVE ANY BRICK AND STORE FREE OF

DAMAGE. THE BRICK IS TO BE REUSED FOR WALL INFILL IN VARIOUS LOCATIONS AROUND

THE BUILDING. REF NEW PLAN FOR LOCATIONS

02.87 CAREFULLY REMOVE BRICK FROM AROUND THE DOOR. STORE THE BRICK IN A SAFE

LOCATION TO BE FREE FROM DAMAGE. THE BRICK IS TO BE REUSED FOR WALL INFILL IN

VARIOUS LOCATIONS AROUND THE BUILDING.

02.88 REMOVE EXISTING CONCRETE STOOP.

02.89 S.T.F.U. BLOCKING TO BE REMOVED BACK TO EXISTING CMU. PREP CMU FOR NEW WALL.

02.91 EXISTING POOL LINER TO REMAIN. REF. STRUCTURAL FOR INFILL MATERIAL

02.92 DEMO HANDRAILS AROUND POOL. REPAIR ANY DAMAGE CAUSED TO EXISTING SLAB.

02.94 EXISTING AUDITORIUM WALLS TO REMAIN.

02.96 REMOVE AND DISPOSE OF ALL SEATS.

02.97 REMOVE ENTIRETY OF CMU WALLS AND ALL ITEMS THAT ARE CONNECTED INCLUDING

LOUVERS, EXIT SIGNS, ETC.

02.99 REMOVE EXISTING DOOR AND FRAME AND PREP OPENING FOR WALL INFILL USING

EXISTING BRICKS SALAVAGED FROM VARIOUS DEMO LOCATIONS

DENOTED BY A NUMBER ENCLOSED INSIDE A HEXAGON.

ONLY NOTES APPLICABLE TO THIS SHEET ARE SHOWN.

KEYNOTE SCHEDULE

02.10 REMOVE EXISTING PARTITIONS, AS INDICATED BY DASHED LINES, ENTIRELY FROM FLOOR

TO HIGHEST POINT. REMOVE ALL APPERTUNANCES AND DISCONNECT ALL MOUNTED

SERVICES. TYPICAL AT ALL DASHED WALLS

02.11 REMOVE ALL PLUMBING FIXTURES, FAUCETS, FITTINGS, TOILET PARTITIONS, AND

ACCESSORIES AS INDICATED BY RED DASHED LINES. CAP UTILITIES PER MEP

REQUIREMENTS (SEE PLUMBING DRAWINGS).

02.13 REMOVE EXISTING FLOOR FINISHES COMPLETELY TO EXISTING CONCRETE FLOOR SLAB,

INCLUDING MASTIC, ADHESIVE AND WALL BASE. PATCH AND LEVEL SLAB AS REQUIRED TO

RECEIVE NEW FLOOR FINISHES. TYPICAL THROUGHOUT FLOOR

02.14 REMOVE EXISTING FLOOR TILE AND CHIP OUT GROUT. PATCH AND LEVEL SLAB AS

REQUIRED TO RECEIVE NEW FLOOR FINISHES.

02.16 REMOVE ENTIRE DOOR ASSEMBLIES AS INDICATED BY RED DASHED LINE. INCLUDING

LEAVES, FRAME AND HARDWARE.

02.17 REMOVE ENTIRE DOOR ASSEMBLIES AS INDICATED BY RED DASHED LINE. INCLUDING

LEAVES, FRAME AND HARDWARE. PREP OPENING TO RECEIVE BRICK INFILL

02.18 PROTECT EXISTING ELEMENTS TO REMAIN DURING CONSTRUCTION. PATCH/REPAIR

DAMAGED ELEMENTS DUE TO DEMOLITION OR NEW CONSTRUCTION WITH SIMILAR

ADJACENT MATERIALS.

02.28 REMOVE EXISTING CASEWORK ALONG WITH ALL HARDWARE AND ATTACHED

ACCESSORIES.

02.54 CAREFULLY REMOVE AND SALVAGE EXISTING WALL MURAL. COORDINATE WITH FACILITY

ON STORAGE LOCATION.

02.55 CAREFULLY REMOVE AND SALVAGE ALL INTERIOR SIGNAGE THROUGHOUT THE

DEMOLITION. COORDINATE WITH FACILITY ON STORAGE LOCATION

02.56 REMOVE METAL STAIRS DOWN TO THE BASEMENT.

02.57 REMOVE RAMP DOWN TO EXISTING CONCRETE SLAB.

02.60 CAREFULLY REMOVE A PORTION OF THE BRICK AS INDICATED BY THE DASHED LINES. THE

BRICK IS TO BE REUSED FOR WALL INFILL IN VARIOUS LOCATIONS AROUND THE BUILDING.

REF NEW PLAN FOR LOCATIONS

1/16" = 1'-0"

1 GROUND FLOOR DEMO PLAN PHASE IV

1/16" = 1'-0"

2 MECH EQUIP PLATFORM DEMO PLAN - PHASE IV

2. COORDINATE SCOPE OF DEMOLITION WITH THAT REQUIRED TO INSTALL EQUIPMENT PER VENDOR / COR /

ARCHITECT SPECIFICATIONS.

1. COORDINATE WITH COR ON EQUIPMENT TO BE REMOVED, DISPOSED OF, OR SALVAGED.

EQUIPMENT

3. REPAIR EXISTING SPRAY APPLIED FIRE PROOFING DISTURBED AND/OR DAMAGED DURING CONSTRUCTION.

2. THE INTEGRITY OF RELEVANT STRUCTURAL ELEMENTS SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT

DEMOLITION.

1. CONTRACTOR IS RESPONSIBLE FOR SHORING AND TEMPORARY SUPPORT OF STRUCTURE NECESSARY DUE TO

DEMOLITION.

STRUCTURAL

6. REMOVE DEAD END PIPING AND CONDUIT (FOR EXAMPLE: RISERS WITH NO FLOW, BRANCHES WITH NO FIXTURE).

EMPTY RISERS, MAINS, AND BRANCHES FOR FUTURE USE SHALL REMAIN.

5. VOIDS RESULTING FROM MPE DEMOLITION IN WALL, FLOOR, OR CEILING ASSEMBLIES TO REMAIN SHALL BE

PATCHED WITH SOLID MATERIALS MATCHING ADJACENT CONSTRUCTION.

4. REPAIR EXISTING PIPE AND DUCT INSULATION DAMAGED DURING DEMOLITION.

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

2. WHERE SMOKE DETECTORS AND/OR DAMPERS LOCATED IN RATED ASSEMBLIES TO REMAIN ARE REMOVED DURING DEMOLITION, NEW SMOKE DAMPERS AND/OR DETECTORS, INCLUDING ALL ELECTRICAL WIRING, SHALL BE

RE-INSTALLED AT NO COST.

1. COORDINATE REQUIRED SHUTDOWNS OF BUILDING SYSTEMS WITH THE OWNER. SHUTDOWNS SHALL BE DONE AT TIMES MOST CONVENIENT TO THE BUILDING OPERATION, SOME OF WHICH MAY BE DURING NIGHTS OR WEEKENDS.

ALL SHUTDOWNS ARE TO BE SCHEDULED A MINIMUM TWO WEEKS IN ADVANCE. PROVIDE TEMPORARY SERVICES

DURING INTERUPTIONSTOF EXISTING UTILITIES.

MPE SYSTEMS

4. COMPLY WITH REQUIREMENTS OF EPA, CODE OF FEDERAL REGULATIONS, NATIONAL EMISSIONS STANDARDS AND OSHA REGULATIONS ON HAZARDOUS MATERIALS AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL

GOVERNMENT REGULATIONS WHICH ARE INCORPORATED BY REFERENCE.

3. CONTRACTOR SHALL COORDINATE WITH COR ON RESPONSIBILITY OF REMOVAL OF HAZARDOUS MATERIALS

(KNOWN OR UNKNOWN) PRIOR TO SUBMISSION OF BID.

2. IF HAZARDOUS MATERIALS ARE SUSPECTED OR ENCOUNTERED, IMMEDIATELY SUSPEND WORK IN SUSPECTED AREA OF CONTAMINATION, WITHDRAW FROM AREA AND NOTIFY ARCHITECT/ENGINEER AND COR IN WRITING.

1. THE COR IN NO WAY CLAIMS ANY KNOWLEDGE OR RESPONSIBILITY PERTAINING TO THE IDENTIFICATION OR

PROPER AND SAFE REMOVAL OF HAZARDOUS MATERIALS.

HAZARDOUS MATERIALS

2. DO NOT DISABLE OR DISRUPT BUILDING FIRE OR LIFE SAFETY SYSTEMS WITHOUT PRIOR WRITTEN NOTICE TO COR AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). PROVIDE A MINIMUM OF 3 DAYS NOTICE TO COR PRIOR TO

DISRUPTION. COORDINATE WITH LOCAL AHJ REGARDING NOTICE REQUIREMENTS.

1. ALL NECESSARY PATHS OF EGRESS AND EXITS SHALL BE MAINTAINED 'PROTECTED AND CLEAR' UNLESS ALTERNATE METHODS OF EGRESS ARE PROVIDED THAT ARE ACCEPTABLE TO BUILDING CODE OFFICIALS.

RELOCATE SECURITY DEVICES, FIRE ALARM ITEMS, EXIT SIGNS, AND EMERGENCY LIGHTING AS REQUIRED DUE TO

DEMOLITION OR OBSTRUCTION BY TEMPORARY PARTITIONS.

REGULATORY

2. WHERE EXISTING CONSTRUCTION IS TO BE CUT OR REMOVED, PROVIDE SMOOTH AND STRAIGHT CUT JOINTS THAT ARE STRUCTURALLY SOUND. PATCH AND REPAIR ADJOINING SURFACES TO MATCH EXISTING AND PROVIDE

IMPERCEPTIBLE TRANSITION, (U.N.O.)

● CEILINGS: REMOVE ENTIRE CEILING SYSTEM AND CEILING MOUNTED ITEMS. STORE DEVICES INTENDED

FOR RE-USE.

● WALLS: REMOVE WALL COVERING SYSTEMS SUCH AS PANELING AND VINYL WALL COVERINGS. PATCH /

REPAIR HOLES OR DAMAGED AREAS AND SKIM-COAT ENTIRE SURFACE.

● FLOORS: REMOVE FINISH TO SUB-FLOOR, CLEAN ADHESIVES AND GLUES FROM SUBSTRATE, AND PREPARE

SUBSTRATE (LEVEL AND FILL AS NEEDED).

1. WHERE NEW FINISHES ARE SCHEDULED IN EXISTING SPACES:

ARCHITECTURAL / INTERIORS

7. COORDINATE WITH COR & REMOVE ALL OBSOLETE, UNNECESSARY, OR ABANDONED ITEMS IN DEMOLITION AREAS

THAT ARE NOT APPROPRIATE TO REMAIN FOR NEW WORK.

6. EXISTING CONDITIONS TO REMAIN: DAMAGED COMPONENTS SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE VA. THIS INCLUDES DAMAGE DONE TO EXISTING SPACES ABOVE, BELOW, AND ADJACENT TO, AS

REQUIRED TO COMPLETE NEW WORK.

5. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. RECORD EXISTING CONDITIONS BY USE OF ANY COMBINATION OF MEASURED

DRAWINGS AND PRECONSTRUCTION PHOTOGRAPHS.

4. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY COR. DO NOT RESUME

OPERATIONS UNTIL DIRECTED.

3. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING

SELECTIVE DEMOLITION OPERATIONS.

2. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH FACILITY'S NORMAL OPERATIONS AND WITH ADJACENT

BUILDING AREAS.

1. PROVIDE TEMPORARY DUST PARTITIONS, SECURITY DEVICES, AND OTHER MEANS NECESSARY FOR THE PROTECTION OF OCCUPANTS WHERE TRAFFIC IN CORRIDORS AND SPACES ADJACENT TO DEMOLITION / RENOVATION WORK ARE IMPACTED. COORDINATE WITH FACILITY'S INFECTION CONTROL OR COR TO MEET ALL

FACILITY OR REGULATORY REQUIREMENTS RELATED TO PROTECTION OF OCCUPANTS.

EXISTING CONDITIONS

7. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND VENDOR (IF APPLICABLE) DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL DEMOLITION ITEMS AND INFORMATION.

6. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES.

5. REMOVED & REINSTALLED ITEMS: CLEAN & REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED USE, PACK OR CRATE AFTER CLEANING / REPAIR AND IDENTIFY CONTENTS OF CONTAINERS, PROTECT ITEMS FROM

DAMAGE DURING TRANSPORT / STORAGE, REINSTALL ITEMS IN LOCATIONS INDICATED.

4. REMOVED & SALVAGED ITEMS: CLEAN ITEMS, PACK OR CRATE AFTER CLEANING AND IDENTIFY CONTENTS OF

CONTAINERS, PROTECT AND TRANSPORT ITEMS TO FACILITY'S STORAGE AREA ON-SITE.

3. REMOVE CONSTRUCTION SHOWN DASHED ON DEMOLITION PLAN. REFERENCE LEGEND FOR MORE SPECIFIC

INFORMATION.

2. PRIOR TO START, HOLD A PRE-DEMOLITION CONFERENCE AT THE PROJECT SITE TO REVIEW METHODS AND PROCEDURES RELATED TO DEMOLITION. COORDINATE WITH COR REGARDING CONSTRUCTION ACCESS, TRANSPORTATION AND DISPOSAL OF DEBRIS, AND OTHER FACILITY REQUIREMENTS RELATED TO CONSTRUCTION.

1. COORDINATE SCOPE OF DEMOLITION WORK TO INSTALL NEW WORK SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS. (FOR EXAMPLE, IF NEW FINISHES ARE SCHEDULED FOR AN EXISTING AREA TO REMAIN, REMOVE EXISTING FINISHES PRIOR TO INSTALLATION OF NEW FINISHES EVEN IF NOT EXPLICITLY IDENTIFIED ON DEMOLITION

PLAN.)

GENERAL

GENERAL DEMOLITION NOTES

0 8' 16' 32'4'

0 8' 16' 32'4'

NOTE: THIS DRAWING MUST BE

PRINTED IN COLOR FOR AN ACCURATE

DEPICTION OF INFORMATION

Revisions: Date:

Addendum 2 08/08/2023

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

INTEGRATED BASE,

MATCH FLOOR TYPE

UP WALL 6"

3' -0

3' -1

1/

2"

4' -0

EMERGENCY EYEWASH STATION.

REF. P-PI-02

SCULLERY SINK. REF. P-PI-02

INTEGRATED BASE,

MATCH FLOOR TYPE

UP WALL 6"

P1

WP4

WP2

E

W A

LL

P

R O

T E

C T

IO

N

4' -0

WP-4

INTEGRATED

BASE, MATCH

FLOOR TYPE UP

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

INTEGRATED BASE, MATCH

FLOOR TYPE UP 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

INTEGRATED BASE, MATCH FLOOR

TYPE UP WALL 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

/8

/2

:2

:1

P 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

Addendum 2 08/08/2023

M E

D B

A L L

R A

C K

A D

D U

C T

IO

N

/A B

D U

C T

S T

A C

K G

Y M

B A

T C

A F

U S

IO

N

D B

E L

L R

A C

K

R O

W

IN

G M

A C

H

IN

E

S T

A C

K C

A B

L E

S T

A C

K

INCLINE

BENCH

B A

T C

A F

U S

IO

N

D B

E L

L R

A C

K

S T

A C

K G

Y M

S T

A C

K C

A B

L E

B A

C K

E X

T E

N S

IO

N

DBELL

STORAGE

B A

R B

E L L

H O

L D

E R

B A

R B

E L L

H O

L D

E R

W STORAGE

W STORAGE

B O

X

W O

R K

B E

N C

H W

O R

K B

E N

C H

W O

R K

B E

N C

H

INCLINE

BENCH

R O

W

IN

G M

A C

H

IN

E

R O

W

IN

G M

A C

H

IN

E

R O

W

IN

G M

A C

H

IN

E

W A

L L R

A C

K

W H

E E

L

A

E

.0

A

E

.0

4/ AE 02.04

KINESIO GROUP THERAPY

G12

MUSIC STORAGE

G13A

WC STORAGE

G12B

PRACTICE ROOM

G13B

MAT TABLE

STEPPER STEPPER

STEPPER STEPPER

TREADMILL TREADMILL

TREADMILL TREADMILL

WC SCALE

PARALLEL BARS

BIKEBIKEBIKEBIKE

G12B

G12

G12E

G12A

5/ AE 02.04

2'-6" 3'-0" 2'-8" 2'-5" 2'-6" 2'-6" 1'-10 3/4" 4'-0"

A 1040 - DIGITAL LOCKING METAL LOCKERS,

TRIPLE-TIER (18X24) WITH SLOPED TOPS

CONTRACTOR PROVIDED AND INSTALLED.

BASIS OF DESIGN GROUP LACASSE

LOCKERS

2'-6" 3'-0" 2'-9 1/8" 2'-8" 2'-8" 2'-8" 1'-10 5/8"

2'-6" 3'-4" 3'-1 11/16" 2'-6"

1'-6 3/4" 2'-0 5/16"

1'-6 3/4" 2'-0 5/16"

3'-1" 3'-4" 3'-1 1/8" 3'-0" 3'-1"

4'-4 7/8" 2'-0 1/8"

2' -6

3' -0

3' -0

/1

6" 3'

-0

3' -0

4'

-2

/8

2' -0

/1

6"

3' -0

2' -2

/8

1'

-8

/1 6"

1' -8

2'

-1

5/

4' -0

3/

4"

6' -0

2' -1

1/

3' -5

/4

3'-8 7/8"

2'-6 15/16"

7'-4 7/8"

4'-0"

6'-5 7/8"

4'-8 3/4" G12C

G12D

KINESIO GROUP THERAPY

G12

DASHED LINES REPRESENT AREA OF FLOOR TO BE

LEFT OPEN FOR GROUP ACTIVITIES

WORK

BENCH

WORK

BENCH

WORK

BENCH

12"WX18"HX8"D WORK BENCH. PROVIDE

BLOCKING FOR BENCH TO HANG ON WALL

WHEN NOT IN USE. CHECK WITH MANUF.

FOR ANY REQUIRED BRACKETS FOR

HANGING. BENCH IS VA PROVIDED, BRACKET

IS CONTRACTOR INSTALLED

12"WX18"HX8"D WORK BENCH. PROVIDE

BLOCKING FOR BENCH TO HANG ON WALL

WHEN NOT IN USE. CHECK WITH MANUF.

FOR ANY REQUIRED BRACKETS FOR

HANGING. BENCH IS VA PROVIDED, BRACKET

IS CONTRACTOR INSTALLED

12"WX18"HX8"D WORK BENCH. PROVIDE

BLOCKING FOR BENCH TO HANG ON WALL

WHEN NOT IN USE. CHECK WITH MANUF.

FOR ANY REQUIRED BRACKETS FOR

HANGING. BENCH IS VA PROVIDED, BRACKET

IS CONTRACTOR INSTALLED

A P

P R

O X

. L O

C A

T

IO

N O

F B

R A

C K

E T

5' -0

TWO FRAMELESS

STAINLESS STEEL

SHATTERPROOF

MIRRORS STACKED WITH

BASE BEING 6" A.F.F..

EACH MIRROR IS 24" X 36"

BASIS OF DESIGN

BOBRICK B1556 2436 .

PROVIDE BLOCKING AS

REQUIRED. CONRACTOR

PROVIDED AND

INSTALLED. COORDINATE

SO MIRRIOR IS

POSITIONED IN FRONT OF

PARALLEL BARS10'-0" 10'-0"

P6

20'-0"

WB

P1 P1

G12

G12E

A5025 - LOCKER ROOM BENCH

12"X48" - SECURE BENCH TO THE

FLOOR. VA PROVIDED AND

INSTALLED

A 1040 - DIGITAL LOCKING METAL LOCKERS,

TRIPLE-TIER (18X24) WITH SLOPED TOPS

CONTRACTOR PROVIDED AND INSTALLED.

BASIS OF DESIGN GROUP LACASSE

LOCKERS

4' -0

14'-4 1/8"

1' -0

5'

-0

PROVIDE METAL BLOCKING BETWEEN 5' TO

6' UP ON WALL ALONG ENTIRE WALL AS

INDICATED BY DASHED LINES FOR FUTURE

WALL HUNG EQUIPMENT

A P

P R

O X

. M O

U N

T

IN

G H

E

IG

H T

6' -0

SPEED BAG MOUNTED TO THE

WALL. PROVIDE BLOCKING PER

MANUF. INSTRUCTIONS. VA

PROVIDED CONTRACTOR

INSTALLED

P7 P7

WALL MOUNTED WEIGHT RACK.

PROVIDE 14 GAUGE METAL

BLOCKING FOR SUPPORT. RACK IS

VA PROVIDED AND CONTRACTOR

INSTALLED

WALL MOUNTED EXERSIZE WHEEL.

PROVIDE BLOCKING FOR

MOUNTING. MOUNT AT HEIGHT

RECCOMMENDED PER MANF.

INSTRUCTIONS. VA PROVIDED

CONTRACTOR INSTALLED

3' -1

1/

4"

G12DG12C

P1 P1

WB

CG1 CG1 CG1 CG1

G12A

6'-7"

'-6

85" TV MOUNTED TO WALL.PROVIDE

BLOCKING AS REQUIRED. VA PROVIDED

CONTRACTOR INSTALLED.

4'-6" 4'-6" 4'-0"

4' -0

3' -0

2' -0

BARS MOUNTED AT VARYING

HEIGHTS. PROVIDE METAL

BLOCKING AT EACH LOCATION.

BARS ARE VA PROVIDED

CONTRACTOR INSTALLED

P1

WB

DBELL

STORAGE

'-0

85" TV MOUNTED TO WALL.PROVIDE

BLOCKING AS REQUIRED. VA PROVIDED

CONTRACTOR INSTALLED.

G12B

24'-0 1/2"

P1

WB

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

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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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

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AE 02.04

ENLARGED PLANS - KINESIO

THERAPY

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

REF: 1 / AE 01.01A

1 G-058 KINESIO GROUP THERAPY

0 2' 4' 6'

3/8" = 1'-0"

2 G-12 KINESIO GROUP THERAPY

3/8" = 1'-0"

3 G-12 KINESIO GROUP THERAPY

3/8" = 1'-0"

4 G-12 KINESIO GROUP THERAPY

0 1' 2' 4'6"

0 1' 2' 4'6"

0 1' 2' 4'6"

3/8" = 1'-0"

5 G-12 KINESIO GROUP THERAPY

0 1' 2' 4'6"

Revisions: Date:

SEAL 3/4" END DAM

RETURNS WITH SEALANT

INTERIOR PAN SILL

FLASHING

SLOPE TO OUTSIDE

NOTES:

• COORDINATE SILL PAN WITH WINDOW MANUFACTURER AND

DETAILS.

• SILL PAN FLASHING IS IN ADDITION TO MFR SUPPLIED HIGH

PERFORMANCE SILL FOR STOREFRONT INSTALLATION.

PROVIDE 2-SIDED "PEEL AND

STICK" MEMBRANE FLASHING

BETWEEN INTERIOR AND

EXTERIOR SILL FLASHING

COMPONENTS FOR THERMAL

BREAK

EXTERIOR SILL FLASHING

OUTSIDE

INSIDE

1" MIN

HIGH PERF. SILL MFR

COORD W/ STOREFRONT /

3/4"

LAP SEALANT

END DAMS FULL WIDTH TO

ROUGH OPENING &

SEALED TO WEATHER

RESISTIVE BARRIER (WRB)

R.O.

FLUID APPLIED WRB ON FACE OF

EXTERIOR SHEATHING AND CONTINUING

AROUND, UP AND OVER ON FACE OF

P.T. WOOD BLOCKING FOR

WIDTH/DEPTH INTO ROUGH OPENING

SEALANT

SEAL FASTENERS PER MFR

RECOMMENDATIONS.

PREFIN. ALUM. SUBSILL SET IN

CONTINUOUS SEALANT BED

1/8" FOAM GLAZING TAPE

SEE I.D. FINISHES FOR

MATERIAL AND FINISH OF

STOOL

CAULK

6"

PREFIN. ALUM. SILL PAN

FLASHING WITH 3/4" END DAMS,

3/4" BACK DAMS AND HEMMED

DRIP OVER METAL PANEL

GALV. 1 5/8" STEEL STUD WITH

TOP AND BOTTOM TRACK

GYPSUM BOARD, MOISTURE &

MOLD RESISTANT, TYPE 'X' (5/8")

CONCRETE FOOTING. REF.

STRUCTURAL

PREFIN. ALUMINUM

CURTAINWALL FRAME

PREFINISHED METAL SILL PAN

FLASHING WITH END DAMS AND

BACK DAM, SET IN CONT.

SEALANT. MAINTAIN 1:12 SLOPE

AT SILL MIN. PROVIDE 1 1/2" TURN

DOWN WITH HEMMED DRIP

INORGANIC SHIMS AS REQUIRED.

FILL VOIDS WITH NON-EXPANDING

CLOSED-CELL POLYURATHANE

SPRAY FOAM AND PROVIDE

BACKER ROD AND SEALANT BOTH

SIDES OF SHIMS

2" FOIL-FACED RIGID

POLYISO INSULATION WITH

GALV. "Z"-FURRING

CHANNELS (AND "J"

CHANNELS AT PERIMETER)

P.T. 2X WOOD

BLOCKING

GRADE LINE

4"

PRE-FINISHED

ALUMINUM AT GRADE

EXTENDED TO TOP OF

FOOTING

TO FACE OF FRAMING

1/2" FACE OF MULLION

SEALANT WITH BACKER

ROD

1/2"

1 1/8"

26" GA. S.S. FLASHING

6"2"

1 1/4"

FASTENERS 4" O.C. MAX.

ATTACHED TO METAL STUD /

BLOCKING

EXTERIOR INTERIOR

GYPSUM BOARD, MOISTURE &

MOLD RESISTANT, TYPE 'X' (5/8")

EXT. METAL GALV. FRAMING

STUD (6"), ENGINEERED, AT

16" O.C. MAX.

PREFIN. ALUMINUM

STOREFRONT FRAME

INORGANIC SHIMS AS

REQUIRED. FILL VOIDS

WITH NON-EXPANDING

CLOSED CELL SPRAY

FOAM AND PROVIDE

BACKER ROD AND

SEALANT BOTH SIDES

EXT. GLASS-MAT GYPSUM

SHEATHING (1/2")

SEAL FASTENERS PER

MFR RECOMMENDATIONS.

SEALANT

1/ 2"

2"

4 1/2"

FLUID APPLIED WRB ON

FACE OF EXT. GYP.

SHEATHING, CONTINUING

ONTO FACE OF METAL

STUD\ TO INTERIOR FACE

OF METAL STUD FRAMING

BRICK VENEER

PROVIDE DOUBLE

(UNPUNCHED) GALV. METAL

STUDS AT JAMB CONDITIONS

CAST STONE SILL

BELOW

5/8" GLASS-MAT GYP. BD.

RETURN AT JAMB

1" FACE OF MULLION

ADJUSTABLE HEIGHT

GALV. MASONRY VENEER

ANCHORS

FILL WITH NON-EXPANDING

CLOSED-CELL

POLYURETHANE SPRAY

FOAM INSULATION

2" FOIL-FACED RIGID

POLYISO INSULATION

WINDOW STOOL BELOW

GLASS-FIBER BLANKET

INSULATION (R-19); UNFACED

ALUM. HORIZONTAL

CURTAINWALL

MULLION

1" INSULATING GLASS

1/

2"

6"

EXTERIOR INTERIOR

1" INSULATING GLASS

6"6"

1/ 2"

6" 2 1/2"

SEALANT

SEA…