Attachment 9 - GENERAL BINDER.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

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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

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Revisions: Date:

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

S D

D D

C D

C D

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

S D

D D

C D

C D

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 ● ●

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 ● ●

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

S D

D D

C D

C D

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 4 ● ● ●

C-504 CIVIL DETAILS 3 ● ●

C-505 CIVIL DETAILS 4 ●

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 ● ● ●

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 ● ● ● ●

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

NON-RATED PARTITION

16" O.C.

SECTION

PLAN

1 3-5/8" STUD

DESCRIPTION:

2 43

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

45 - 49

N.T.S.

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

OPENINGS: --

V A R

IE

S

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE (UNLESS NOTED OTHERWISE), 1-1/4" LEGS, 3/8" FOLDED

BACK RETURN. FORMED OF 20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT

STUDS 1" LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND

SECURED TO FLOOR CHANNEL, AND WITH TOP NESTING IN CEILING CHANNEL WITHOUT

ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. ACOUSTICAL SEALANT.

1/ 4" M

IN

6 6" STUD

1HR FIRE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUD1B

U465

45 - 49

1HR

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"1HR FIRE BARRIER"

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

1/ 4" M

IN

OPENINGS: 45 MIN

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE, 1-1/4" LEGS, 3/8" FOLDED BACK RETURN. FORMED OF

20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT STUDS 1" LESS IN LENGTH THAN

ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND SECURED TO FLOOR CHANNEL, AND

WITH TOP NESTING IN CEILING CHANNEL WITHOUT ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO FURRING CHANNELS,

WALLBOARD IS ATTACHED WITH 1" LONG TYPE S SCREWS AT 12" O.C.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. FURRING CHANNELS (OPTIONAL NOT SHOWN) - RESILIENT 20 MSG GALV. STEEL

FURRING CHANNELS SPACED VERT. MAX. 24" O.C. ATTACH FLANGE TO EACH

INTERSECTING STUD WITH 1/2" LONG TYPE S-12 PANHEAD SCREWS.

7. ACOUSTICAL SEALANT.

8. PACKING MATERIAL - MIN. 4" TKNS. OF MIN. 4.0 PCF MINERAL WOOL BATT INSULATION

FIRMLY PACKED INTO FLUTES OF STEEL FLOOR UNITS AS A PERMANENT FORM.

PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF THE WALL AS

REQUIRED TO RECEIVE JOINT SEALANT.

9. JOINT TREATMENT MATERIAL - NON-SAG FIRE CAULK EACH SIDE MIN THICKNESS 1/2",

APPLIED WITHIN THE OPENING BETWEEN THE TOP OF THE WALLBOARD AND ALL

SURFACES OF THE STEEL FLOOR OR STRUCTURE, FLUSH WITH BOTH SURFACES OF

THE WALL ASSEMBLY.

7/ 8" M

IN

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES

1 HR FIRE RATED - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES

WALL LEGEND

1B

NO RATING - 2 1/2" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE

NO RATING - 7/8" HAT CHANNELS W/ 1 LAYER GYPSUM BOARD ON ONE SIDE

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE AND 2" INSULATION5

NO RATING - 6" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON EACH SIDE6

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON OUTSIDE OF THE ROOM AND

2 LAYERS OF GYPSUM BOARD ON INSIDE OF ROOM

8 NO RATING - 3 5/8" MTL. STUD W/ 2 LAYERS GYPSUM BOARD ON ONE SIDE

9 NO RATING - 3 5/8" MTL. STUD W/1 LAYER OF 5/8" GYP. BD AND 1 LAYER OF 5/16" BULLET

RESISTANT PANEL ON ONE SIDE AND 1 LAYER OF 5/8" GYP. PANEL ON THE OTHER

NON RATED SMOKE BARRIER- 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON

BOTH SIDES

1A

NON RATED SMOKE BARRIER - 6" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON EACH SIDE6A

SECTION

NON-RATED

FURRING WITH

INSULATION

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL DESIGN

# MUST BE MET.

WALL PRIORITY:

ACOUSTICAL SEALANT

MTL. STUDS

AT 16" O.C. MAX.

GYPSUM WALLBOARD - 5/8"

THICK TYPE "X"

JOINT TAPE AND COMPOUND

ACOUSTICAL SEALANT

UL DESIGN #:

FIRE RATING:

GA FILE #:

STC RATING: --

OPENINGS: --

DAMPERS: --

CEILING ASSEMBLY

GYPSUM BOARD CUT TO FIT

1/ 4" M

IN

1/ 4" M

IN

3 5/8" STUD5 SCALE:

N.T.S.

2" RIGID INSULATION

SECTION

NON-RATED FURRING

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL DESIGN

# MUST BE MET.

WALL PRIORITY:

ACOUSTICAL SEALANT

HAT CHANNEL- 7/8" MIN

MTL STUD - 2 1/2"

AT 16" O.C. MAX.

GYPSUM WALLBOARD - 5/8"

THICK TYPE "X"

JOINT TAPE AND COMPOUND

ACOUSTICAL SEALANT

UL DESIGN #:

FIRE RATING:

GA FILE #:

STC RATING: --

OPENINGS: --

DAMPERS: --

CEILING ASSEMBLY

GYPSUM BOARD CUT TO FIT DECK

CONFIGURATION

1/ 4" M

IN

1/ 4" M

IN

7/8" HAT CHANNEL3

SCALE:

N.T.S.

2 1/2" STUD4

3 5/8" STUD2

HIGHER PRIORITY

PRIORITY 1 (HIGHEST)

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5 (LOWEST)NON-RATED WALL

ONE HOUR FIRE WALL

ONE HOUR FIRE AND SMOKE WALL

TWO HOUR SHAFTWALL

TWO HOUR FIRE WALL

TWO HOUR FIRE AND SMOKE WALL

WALL PRIORITY LEGEND

LOWER PRIORITY

PLAN

PRIORITY 2

0 6" 1' 2'3"

TEST REF

WP 1711

WP 1200

GAGOLD BOND

OSU T-1770

FM W1A-1HR.

UL U411

OSU T-1771

PARTITIONRATED WALL

HOLLOW METAL FRAME

JAMB STUDS

TAPE & JT. COMP.-TYP.

ONE HOUR

CONSTRUCTION

2 HR.

CONSTRUCTION

METAL

STUDS

HIGHER PRIORITY WALL

1 LAYER AT 1 HOUR

FIRE &/OR SMOKE

PARTITIONS

(NON-RATED)

3 5/8"

GYPSUM WALLBOARD

5/8" TYPE "X"

NON-RATED HIGH STC PARTITION

16" O.C.

SECTION

PLAN

7 3-5/8" STUD

DESCRIPTION:

2 43

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

N.T.S.

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

OPENINGS:

1/ 2"

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE (UNLESS NOTED OTHERWISE), 1-1/4" LEGS, 3/8" FOLDED

BACK RETURN. FORMED OF 20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT

STUDS 1" LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND

SECURED TO FLOOR CHANNEL, AND WITH TOP NESTING IN CEILING CHANNEL WITHOUT

ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. ACOUSTICAL SEALANT.

1/ 4" M

IN

BULLET RESISTANT PARTITION

16" O.C.

SECTION

PLAN

9 3-5/8" STUD

DESCRIPTION:

2 43

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

45 - 49

N.T.S.

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

OPENINGS: --

V A R

IE

S

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE (UNLESS NOTED OTHERWISE), 1-1/4" LEGS, 3/8" FOLDED

BACK RETURN. FORMED OF 20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT

STUDS 1" LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND

SECURED TO FLOOR CHANNEL, AND WITH TOP NESTING IN CEILING CHANNEL WITHOUT

ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. ACOUSTICAL SEALANT.

7. 5/16" BULLET RESISTANT PANEL. PANEL TO BE ON SECURE SIDE OF THE ROOM AND

SHOULD STOP JUST ABOVE THE FINISHED CEILING LINE

1/ 4" M

IN

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

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WALL TYPE DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

● USE SEMI-GLOSS PAINT.

● LOCATE NOT MORE THAN 12'-0" O.C. ON CORRIDOR SIDES OF PARTITIONS, AND WITH A LEAST ONE MESSAGE PER ROOM ON ROOM SIDE OF PARTITION, AND WITHIN 15'-0" OF THE END OF EACH WALL.

● STENCIL MESSAGE SIMILAR TO: "SMOKE PARTITION" OR "1-HR FIRE BARRIER."

● IDENTIFY PARTITIONS ABOVE CEILINGS ON BOTH SIDES OF PARTITIONS EXCEPT WITHIN SHAFTS IN RED

LETTERS NOT LESS THAN 4" HIGH WITH AT LEAST A 3/8" STROKE.

12. FIRE AND SMOKE PARTITION / BARRIER IDENTIFICATION:

11. PENETRATIONS IN WALLS SHALL BE SEALED AS REQUIRED BY THE WALL RATING PER AN APPROVED UL

DESIGN.

10. GYPBOARD PANELS SHALL BE PLACED A MINIMUM OF 1/4" ABOVE FLOOR AND SHALL BE CUT WITHIN 1/4" MAX TOLERANCE TO SHAPE OF DECK OR STRUCTURE ABOVE. GAPS BETWEEN PANELS SHALL BE <1/4".

● PROVIDE DEFLECTION AND BRIDGING CLIPS.

● MAINTAIN CLEARANCE UNDER STRUCTURAL BUILDING MEMBERS TO AVOID DEFLECTION TRANSFER TO

STUDS. PROVIDE EXTENDED LEG CEILING RUNNERS.

9. DO NOT TRANSFER DEFLECTION FROM STRUCTURAL BUILDING MEMBERS TO STUDS. CONTRACTOR'S

OPTION, PROVIDE EITHER OF THE FOLLOWING:

8. EXTEND ALL WALL CONSTRUCTION TO THE DECK ABOVE AND SEAL U.N.O.

7. INSTALL ACOUSTICAL GASKETS AT FLOOR AND CEILING TRACK LOCATIONS.

6. PROVIDE ACOUSTICAL INSULATION FULL HEIGHT IN ALL WALLS U.N.O.

5. STAGGER JOINTS ON OPPOSITE SIDES OF PARTITIONS.

4. ALL FRAMING SHALL BE 20 GA U.N.O.

● PROVIDE FIRE RATED IMPACT RESISTANT GYPBOARD 4'-0"H ON ALL WALLS NOT SCHEDULED TO RECEIVE RIGID WALL PROTECTION, AND ADDITIONAL LOCATIONS AS NOTED ON DRAWINGS. (IMPACT RESISTANT GYPBOARD SHALL TAKE PRIORITY AT LOCATIONS INDICATED TO RECEIVE GLASS FIBER

FACED GYPSUM PANELS.)

● PROVIDE FIRE RATED GLASS FIBER FACED GYPSUM PANELS ON INTERIOR SURFACE OF EXTERIOR WALLS, TOILET ROOMS, JANITOR'S CLOSETS, MECHANICAL SPACES, AND WITHIN 4'-0" OF WATER...

● ALL GYPBOARD SHALL BE 5/8" TYPE 'X' U.N.O.

3. GYPBOARD REQUIREMENTS:

1. ALL WALLS SHALL BE 3-5/8" METAL STUD AT 16"0.C. MAX U.N.O.

REFERENCE WALL TYPE DETAILS, PLANS, AND SPECIFICATIONS.

GENERAL WALL NOTES

INTERSECTION OF RATED WALLS

GENERAL NOTES

1. THIS IS DIAGRAMMATIC IN NATURE AND SHOWS GENERIC

CONDITIONS. SEE FLOOR PLANS FOR ACTUAL CONDITIONS.

2. MAINTAIN NOTED CLEARANCES AT ALL DOORS.

MIN

18"

M

IN

(A)

FRONT APPROACH, PULL SIDE

M

IN

(B)

FRONT APPROACH, PUSH SIDE

M

IN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

12" MIN

36"

M

IN

(D)

HINGE APPROACH, PULL SIDE

M

IN

(F)

HINGE APPROACH, PUSH SIDE

MIN

42"

M

IN

(E)

HINGE APPROACH, PULL SIDE

MIN

22" 48 M

IN

(G)

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

22"

MIN

24"

M

IN

(H)

LATCH APPROACH, PULL SIDE

MIN

24"

M

IN

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH

CLOSER

M

IN

(J)

LATCH APPROACH, PUSH SIDE

MIN

24" 48 M

IN

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

MIN

24"

MIN

18"

M

IN

(A)

PULL SIDE

X > 8"

MANEUVERING CLEARANCES AT RECESSED

DOORS AND GATES

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

(B)

PUSH SIDE

M

IN

X > 8"

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

M

IN

X > 8"

MIN

12"

DOORS IN SERIES AND GATES IN SERIES

(A)

48" MIN

(B)

48" MIN

(C)

48" MIN

(BACK)(SIDE CONTROL WALL) (SIDE)

T .O . S

E A T

SOME ITEMS MAY NOT BE APPLICABLE

HCWV

GB/U GB/U

GB-42

MIRROR

TPD

TB-18

FPDL

BCS

PTD-WR

C L P U

LL

H A N D

LE

C L F

LU

S H C O N T R O L

GB-18 INSULATED

SUPPLY AND

DRAIN LINES

TPD

M A X

M A X

M A X

M A X

M A X

M

IN

S U R F A C E

M A X T O

R E F

LE

C T

IV

E

25"MAX

17"MIN

MIN

30"

MIN

60"

S U R F A C E

T .O

G R

IP

P

IN

G

M A X

6" MAX

MIN

30" 36" 36"

1"

1"

18"

36"

18"

S U R F A C E

T .O

G R

IP

P

IN

G

6" M A X

1"

M

IN

T O O U T

LE

T

M

IN

M A X

G R

IP

S U R F A C E

T .O

1"

42" MIN

MAX

12"

40" ±1"

S U R F A C E

M A X T O

R E F

LE

C T

IV

E

18" OR 24"

(FRONT) (SIDE)

M A X

M

IN

1"

4" MAX

(BACK) (CONTROL WALL)

GB/L

CURTAIN

ROD

CONTRO

L AREA

M

IN

M A X

FLUSH

VALVE

M A X

6" MAX

36" MIN

60" MIN±1"

17"

GB-36

CLEAR

15" MIN

CLEAR

15" MIN

8" (±1")

M A X

C O N T R O

LS

H C A C C E S S

IB

LE

"54

MIN

15"

M A X

CONTROL

AREA

MAX

15"

M

IN

CONTROL

AREA, IF

SEAT

PROVIDED

PROVIDED

27" MAX

IF SEAT

M A X

M

IN6" MAX

PTD

M A X

M A X

C O N T R O

LS

M A X

SD

M A X

5" MAX 42

M A X

C O N T R O

LS

EHD EHD-HF

C O N T R O

LS

C O N T R O

LS

C O N T R O

LS

UNOBSTRUCTED ITEMS

MAX

24". 44 M A X

C O N T R O

LS

PAPER TOWEL

DISPENSER & WASTE

RECEPTACLE (PTD-WR)

C O N T R O

LSFPDR

PAPER

TOWEL

DISPENSER

(PTD)

ELECTRIC

HAND DRYER

(EHD)

ELECTRIC

HAND DRYER -

HANDS FREE

(EHD-HF)

SOAP

DISPENSER

(SD)

FEMININE

PRODUCT

DISPENSER

(FNDR)

M A X

FEMININE

PRODUCT

DISPOSAL UNIT

(FNDL)

SD (ONLY) SD, PTD, EHD

OR EHD-HF

BACK WALL

MOUNTED

OBSTRUCTED ITEMS

SIDE WALL

MOUNTED

TOILET PAPER

DISPENSER

(TPD)

TOWEL BAR

18" MIN

(TB-18)

BABY CHANGING STATION

(BCS)

MIN

12".

MIN

24".

G R

IP

S U R F A C E

T .O

HC WATER CLOSET

(HCWC)

GRAB BAR

42" (GB-42)

(SIDE) (FRONT)

GRAB BAR

18" (GB-18)

GRAB BAR

36" (GB-36)

M

IN

54" MIN

HC LAVATORY

(SIDE) (FRONT)

COAT HOOK

(CH)

(FRONT)

MIRROR WITH OR

WITHOUT SHELF

(MIR/S-18X36)

(MIR-18X36)

(MIR/S-24X36)

(MIR-24X36)

ROLL IN SHOWER

(RS)

CONT. "U" SHAPED GRAB

BAR (GB/U)

MAX

6"

MAX

6"

GB/L

CONT. "L" SHAPED GRAB BAR

(GB/L)

TRANSFER SHOWER

(TS)

(SIDE)

(CONTROLS ON ANY WALL

IF NO SEAT IS PROVIDED)

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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GI 01.03

ACCESSIBILITY DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

NOT TO SCALE

ACCESSIBLE DOOR CLEARANCES

NOT TO SCALE

TYPICAL TOILET FIXTURE AND ACCESSORY MOUNTING REQUIREMENTS

UP

WORK DRESS DRESS

STAGE

AUDITORIUM

STOR. MALE TLT. FEMALE TLT.

BARBER SHOP VENDING STORAGE

CANTEEN CANTEEN RETAIL STOR. MALE TLT. FEMALE TLT.

WOMENS

LOUNGE

REC. THERAPY

STORAGE

TLT.

REC.

THERAPY

CHIEF

REC.

THERAPY

OFFICE

ELEC. SHOWER

POOL

LOCKER

TLT.

HAC

STAIR ACCESS

HAC STORAGE OFFICEREC.

LOCKER

EXERCISE/GYM.

REC. HALL

KITCHEN

MECH.

ELEC.

ELEC.

HAC

STORAGE

RETAIL STOR.

RETAIL STOR.

TLT.TLT.

STOCK ROOM

CANTEEN

DISH WASH

MECH.

FOOD STOR.

RECEIVING

MECH.

KITCHEN

CHILLER PLANT

UP

RAMP DN

DN

R A M

P D

N

R A M

P D

N

BUILDING 107 (LOCATION

OF PROJECT)

EXISTING PIPE TUNNEL

EXISTING PIPE TUNNEL

EXISTING PIPE TUNNEL

EXISTING POOL

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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EXISTING PLAN/CAMPUS MAP TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

1/16" = 1'-0"

1 EXISTING FLOOR PLAN

0 8' 16' 32'4'

4 CAMPUS MAP

2 FIRST FLOOR

0 8' 16' 32'4'

3 BASEMENT

0 8' 16' 32'4'

HOLDOPEN

UP

UP

72.0'

.0

CORRIDOR TO BLDG 7

AREA B

AREA A

A R

E A

B

A R

E A

A

ELECTRICAL

STAIRS

SIM MAINTENANCE

G30G

PROCEDURE SIM LAB

G30FCONTROL ROOM

G30E

WAITING

G39

MULTI-PURPOSE

G20J

MULTI-PURPOSE

G20F

MULTI-PURPOSE

G20D

MULTI-PURPOSE

G20B

MULTI-PURPOSE

G20

MULTI-PURPOSE

G20H

STOR.

G20C

MED/SURG SIM LAB

G30D KITCHEN/SERVING

G21

EDUC CHIEF

G17A

MUSIC THERAPY CLINIC

G13

WC STORAGE

G12B

REC. THERAPY CLINIC

G08

COMPUTER LAB

G16

STOR.

G20A

STOR.

G20E

STOR

G20G

STOR.

G20I

BARBER CART

G02FOOD SERVICE CHIEF

G03

FOOD SERVICE VEND SUPPLY

G04

CORRIDOR

G54

CORRIDOR

G52

MUSIC THER. 1

G43

MUSIC THER. 2

G42

CORRIDOR

G45

WORK AREA

G15

ENTRY

G01

CORRIDOR

G46

COURTYARD

G10

CORRIDOR

G48

CORRIDOR

G48A

CORRIDOR

G49

CORRIDOR

G50

CORRIDOR

G51

STORAGE

G20K

PRACTICE ROOM

G13B

MUSIC STORAGE

G13A

ALS CLASSROOM

TRNG EQUIP STOR

G30C

STAFF LOUNGE

G33

CREATIVE ARTS GROUP

G34

LOBBY

G36

PMRS STORAGE

G31

ACCESS STAIR

G26

FEMALE

G24

MALE

G25

LACTATION

G27

HAC

G30I

MALE

G37

FEMALE

G38

MEDIA COORD.

G17B

WORK

G17

PAT. RESOURCE

G40

RT SPVR.

G15A

PMRS CONSULT

G14

HAC

G07

RECREATION

STORAGE

G08B

MALE

G09A

FEMALE

G09C

VENDING

G32

KINESIO GROUP THERAPY

G12

WORK

G12A

KITCHENETTE

G08A

VESTIBULE

G35

SECURITY

G35A

STORAGE

G34A

CORRIDOR

G55

STORAGE

G30K

STORAGE

G30H

DE-BRIEF

G30A

CORRIDOR

G30 CORRIDOR

G30

CONNECTOR

G47

FEMALE SHOWER

G09D

MALE SHOWER

G09B

ENTRY

G44

CORRIDOR

G53

CHARGING CART STOR.

G19WHOLE HEALTH

STORAGE

G18

IT

G23

CHASE

G26A

CLO.

G30B

C O

R R

ID

O

R T

O B

LD

G

OUTLINE SHOWS

MECH EQUIP

PLATFORM ABOVE,

REF. 3/AE 01.21

OUTLINE SHOWS MECH EQUIP

PLATFORM ABOVE, REF. 2/AE

01.21

REFERENCE MECHANICAL

SHEETS FOR SCOPE OF

WORK REQUIRED IN THE

MEZZANINE LEVEL. ANY

WORK THAT IS DISTURBED

DURING MECHANICAL WORK

SHOULD BE REPAIRED TO

ORIGINAL CONSTRUCTION.

ROOF BELOW

ROOF BELOW

ROOF BELOW

REC THERAPY BELOW

STAIR

SCOPE LEGEND

IN SCOPE RENOVATION

IN SCOPE ADDITION

AHU - 1

AHU - 2

MULTIPURPOSE ROOM BELOW

WALKING PATH

SIM LAB AREA BELOWROOF BELOW

MECH EQUIP PLATFORM 2

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

/2

/2

:1

:0

P

M

GI 01.21

OVERALL SCOPE TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

AT05-20-2022

626-309

RA

GENERAL NOTE:

ALL WORK SCHEDULED TO BE COMPLETED BASED ON MEP OR ANY

OTHER WORK OUTSIDE THE SCOPE OF WORK SHOULD BE COORDINATED

WITH THE FACILITY.

ANY WORK THAT RESULTS IN THE NEED TO REMOVE OR ALTER EXISTING

CONDITIONS OUTSIDE THE SCOPE OF WORK SHOULD BE REPLACED OR

REPAIRED TO MATCH THE EXISTING FINISH AND CONSTRUCTION

CONDITIONS BEING REMOVED AT NO COST TO THE FACILITY.

THIS INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

GYPSUM BOARD AND FINISHES

DOORS INCLUDING FRAMES/HARDWARE OR OTHER ACCESSORIES

WINDOWS AND FRAMES

CEILING TILES AND GRIDS

FLOORING INCLUDING FINISHES

1/16" = 1'-0"

1 GROUND FLOOR OVERALL SCOPE PLAN

1/16" = 1'-0"

2 MECH EQUIP PLATFORM 1

0 8' 16' 32'4'

0 8' 16' 32'4'

1/16" = 1'-0"

3 MECH EQUIP PLATFORM 2 SCOPE PLAN

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 IA 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 IIA 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 IIA,

PATIENTS WILL PASS THRU THE WORK THAT WAS DEMOED

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

AND CLEAR OF ANY HAZARDS FOR PATIENTS TO PASS THRU.

PHASE I PHASE III

ONCE PHASE IIA 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 IIB. REF. GI.

01.41B FOR THE LOCATION OF THOSE PARTITIONS. IN

ADDITION TO THIS, THE TEMPORARY PARTITIONS SHALL

REMAIN UP THAT SEPERATE PHASE IB AND THAT PHASE

SHALL NOW BE FINISHED OUT AS DESIGNED. PHASE IIB CAN

ALSO NOW BE FINISHED AS DESIGNED.

PHASE IV

PHASE IB 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…