WARD 1B - GENERAL.pdf

HFR DESIGN, INC.

VA PROJECT # 626A4-19-101

AE RENOVATE WARD 1B

ALVIN C. YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129

04-14-2023

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100% CONSTRUCTION DOCUMENTS

WEB: www.woldae.com

FAX: 612.237.3151

PHONE: 651.227.7773

CITY/STATE/ZIP: SAINT PAUL, MINNESOTA 55101

ADDRESS: 332 MINNESOTA STREET, SUITE W2000

EMAIL: jquam@woldae.com

DESIGNER: JILL QUAM

INTERIOR

DESIGNER:

HFR DESIGN

WEB: www.atriaxgroup.com

PHONE: 828.315.9962

CITY/STATE/ZIP: HICKORY, NC 28601

ADDRESS: 102 3RD AVENUE NE

EMAIL: ed.henson@atriaxgroup.com

PROJ. ARCHITECT: ED HENSON

ARCHITECT: ATRIAX, PLLC.

PROJECT NUMBER: 2019056

WEB: www.woldae.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: Atraylor@woldae.com

PROJ. MANAGER: ANTHONY TRAYLOR

EMAIL: rfranks@woldae.com

PROJ. ARCHITECT: RON FRANKS

ARCHITECT: HFR DESIGN

PROJECT NUMBER: 626A4-19-101

WEB: www.tennesseevalley.va.gov

PHONE: 615.8676000

CITY/STATE/ZIP: Murfreesboro, TN 37129

ADDRESS: 3400 Lebanon Road

EMAIL: hansjohnson2@va.gov

CONTACT PERSON: HANS JOHNSON

OWNER: VAMC MURFREESBORO - ALVIN C. YORK CAMPUS

PROJECT CONTACT LIST

WEB: www.tlc-engineers.com

FAX: 615.297.4554

PHONE: 615.297.4554

CITY/STATE/ZIP: Brentwood, TN 37027

ADDRESS: 12 Cadillac Drive, Suite 150

EMAIL: deron.mcintosh@tlc-eng.com

ELECTRICAL: DERON MCINTOSH

EMAIL: ted.hood@tlc-eng.com

TECHNOLOGY: TED HOOD

EMAIL: danny.thomas@tlc-eng.com

PLUMBING: DANNY THOMAS

EMAIL: steve.kemp@tlc-eng.com

MECHANICAL: STEVE KEMP

MECHANICAL,

PLUMBING, &

ELECTRICAL

ENGINEERS:

TLC

PROJECT CONTACTS (CONT)

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

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F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

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04-14-2023

626A4-19-101

GI 00.01

AE RENOVATE WARD 1BCOVER SHEET

AT

HFR Project No: 2019056

100% CONSTRUCTION

DOCUMENTS

No. Date Description

Anthony Traylor Snapshot

WINDOW TAG

ELEVATION TAG

GYPSUM BOARD

EARTH

CONCRETE

CONC. MASONRY UNITS

STEEL SECTION

FINISH WOOD

BATT INSULATION

GRAVEL FILL

DOOR TAG

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

AA

CALLOUT

# / A ##.##

EIFS INSULATION BOARD

# / A ##.##

# / A ##.##

0000-000

EXIST DEMO NEW

PROJECT SITE

PROJECT LOCATION

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

C U s e rs \a tr a y lo r\ D o c u m e n ts

\M b o ro V

A W a rd b

R e n o a tr a y lo r2 X

N D

H .r v t

/1

/2

:2

:0

P

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04-14-2023

626A4-19-101

GI 01.01

AE RENOVATE WARD 1BGENERAL DATA

AT

HFR Project No: 2019056

100% CONSTRUCTION

DOCUMENTS

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

VC VA FURNISHED/CONTRACTOR

INSTALLED

VEST. VESTIBULE

VV VA FURNISHED/VA INSTALLED

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.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

CAB. CABINET

CC CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

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.) ALL WOOD

BLOCKING, WHERE SPECIFIED, SHALL BE FIRE RETARDANT (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

ACCESSIBILITY: ALL PUBLIC AREAS AND EMPLOYEE COMMON AREAS - ADAAG, ANSI (SEE ADA CLINICAL

SUITE EXAMPLE DRAWING, SHEET G101.20

J. HANDICAPPED ACCESSIBILITY REQUIREMENTS:

ROOF CONSTRUCTION: 1 HR

FLOOR CONSTRUCTION: 1 HR

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

NON-BEARING WALLS & PARTITIONS (EXTERIOR) TABLE 602 (IBC) NFPA 5000 SEC 7.2

BEARING WALLS (INTERIOR): 1 HR

BEARING WALLS (EXTERIOR): 1 HR

STRUCTURAL FRAME: 1 HR

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

COMMON PATH OF EGRESS TRAVEL = 75 FT. MAX.

TRAVEL DISTANCE TO ACCESS DOOR OF ADJACENT SMOKE COMPARTMENT = 200 FT. MAX.

8'-0" MIN WHERE BEDS/STRETCHERS ARE BEING MOVED

CORRIDORS: WIDTH 44 IN

MAX EGRESS: DISTANCE: 200 FT (SPRINKLERED)

EGRESS WIDTH: 0.2 PER OCCUPANT

H. TRAVEL DISTANCE REQUIREMENTS:

NOTE: REFER TO PLAN FOR INDIVIDUAL SPACE OCCUPANCY LOADS

COMMERCIAL KITCHEN 100 GSF / OCCUPANT (NFPA)

LOCKER ROOMS 50 GSF / OCCUPANT

SLEEPING AREAS 120 GSF / OCCUPANT

ACCESSORY STORAGE &

MECH SPACES

300 GSF / OCCUPANT

OP TREATMENT AREAS 100 GSF / OCCUPANT

IP TREATMENT AREAS 240 GSF / OCCUPANT

WAITING, CONF., & SEMINAR

AREAS

15 NSF / OCCUPANT

OFFICE AREAS 100 GSF / OCCUPANT

AREA DESCRIPTION LOAD FACTOR

G. OCCUPANT LOAD:

ACTUAL NUMBER OF STORIES: 4 STORIES

THIRD FLOOR RENOVATION: 19,252 SF FOR STORIES 1-3

45,000 SF + 11,250 SF = 56,250 SF MAX

AREA W/ FRONTAGE INCREASE AT 100% OF PERIMETER 30' OR MORE OF CLEAR =

AREA W/ SPRINKLER INCREASE: 15,000SF + 15,000 SF X 2 = 45,000SF

ALLOWED HEIGHT AND AREA:

(IBC 2012 AND 2018)

2 STORIES, 65'-0" HIGH, 15,000 SF, MAX. - W/ SPRINKLER INCREASE -

3 STORIES, 85'-0" HIGH.

F. BUILDING HEIGHT & AREA:

ZONE D

E. SEISMIC ZONE:

NFPA 2018: TYPE II (1,1,1) - FULLY SPRINKLED

IBC 2012: TYPE II-A - FULLY SPRINKLED

D. CONSTRUCTION TYPE:

NFPA 2018: EXISTING HEALTHCARE OCCUPANCY - CHAPTER 19

IBC 2012: INSTITUTIONAL HEALTHCARE OCCUPANCY - I-2

C. OCCUPANACY:

BRENT ROWLAND - BROWLAND@MURFREESBOROTN.GOV

PH: 615-893-3750 FAX: 615-217-3016

MURFREESBORO, TN 37133-1139

111 W. VINE STREET - PO BOX 1139

CITY OF MURFREESBORO - BUILDING AND CODES DEPT.

PH: 615-741-6998 FAX: 615-253-1868

NASHVILLE, TN 37243

665 MAINSTREAM DRIVE, SECOND FLOOR

OFFICE OF HEALTHCARE FACILITIES PLAN REVIEW

STATE OF TENNESSEE DEPARTMENT OF HEALTH - DIV. OF LICENSING AND REGULATION

PHONE: 615-741-7190

NASHVILLE, TN 37243-1162

500 JAMES ROBERTSON PARKWAY

TENNESSEE STATE FIRE MARSHAL

B. AUTHORITIES HAVING JURISDICTION (AHJ):

VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL

2018 NFPA 101 LIFE SAFETY CODE

DEPARTMENT OF VETERANS AFFAIRS - OFFICE OF CONSTRUCTION AND FACILITY MANAGEMENT

2009 ICC ANSI 117.1 - ACCESSIBLE AND USABLE BUILDING AND FACILITIES

2017 NATIONAL ELECTRIC CODE (NEC)

2018 INTERNATIONAL FUEL AND GAS CODE

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2018 INTERNATIONAL PLUMBING CODE (IPC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL BUILDING CODE (IBC)

CITY OF MURFREESBORO

2018 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES

2010 ADA ACCESSIBILITY GUIDELINES W/ AMENDMENTS

2012 INTERNATIONAL FUEL AND GAS CODE

2012 NATIONAL ELECTRIC CODE (NEC)

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2012 INTERNATIONAL MECHANICAL CODE (IMC)

2012 INTERNATIONAL PLUMBING CODE (IPC)

2012 NFPA-1, EXCLUDING NFPA 5000

2012 LSC - NFPA - 101 LIFE SAFETY CODE

2012 INTERNATIONAL BUILDING CODE (IBC)

STATE OF TENNESSEE DEPARTMENT OF HEALTH

A. APPLICABLE STATUTES:

DESCRIPTION: This project proposes to completely renovate the third floor of building 1 on the Alvin C. York VA medical center campus.

Murfreesboro, TN

LOCATION: Alvin C. York VA Medical Center

PROJECT: AE RENOVATE WARD 1B

PLAN REVIEW DATA

VACINITY MAP CAMPUS MAP

No. Date Description

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

45% 65% 95% 100% BID

M-MP-02 PARTIAL THIRD FLOOR PLAN - PART B - PIPE NEW WORK ● ● ● ● ●

M-MP-03 PARTIAL THIRD FLOOR PLAN - PART C - PIPE NEW WORK ● ● ● ● ●

M-MH-07 SCHEDULES ● ● ● ● ●

M-MH-08 SCHEDULES ● ● ● ● ●

M-MH-09 MECHANICAL DETAILS ● ● ● ● ●

M-MH-10 MECHANICAL DETAILS ● ● ● ●

M-MH-11 MECHANICAL DETAILS ● ● ● ●

M-MH-12 MECHANICAL DETAILS ● ● ● ●

M-MI-01 MECHANICAL CONTROLS ● ● ● ● ●

M-MI-02 MECHANICAL CONTROLS ● ● ●

08 - PLUMBING

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

P-PI-02 PLUMBING SCHEDULES ● ● ● ● ●

P-PD-01 PARTIAL THIRD FLOOR - PART A - PLUMBING - DEMO ● ● ● ● ●

P-PD-02 PARTIAL THIRD FLOOR - PART B - PLUMBING - DEMO ● ● ● ● ●

P-PD-03 PARTIAL THIRD FLOOR - PART C - PLUMBING - DEMO ● ● ● ● ●

P-PD-04 PARTIAL THIRD FLOOR - PART A - MED GAS - DEMO ● ● ● ● ●

P-PD-05 PARTIAL THIRD FLOOR - PART B - MED GAS - DEMO ● ● ● ● ●

P-PD-06 PARTIAL THIRD FLOOR - PART C - MED GAS - DEMO ● ● ● ● ●

P-PD-07 FOURTH FLOOR - PLUMBING - DEMO ● ● ● ● ●

P-PP-01 PLUMBING - SECOND FLOOR ZONE PLAN ● ● ● ● ●

P-PP-02 PARTIAL THIRD FLOOR - PART A - GRAVITY - NEW WORK ● ● ● ● ●

P-PP-03 PARTIAL THIRD FLOOR - PART B - GRAVITY - NEW WORK ● ● ● ● ●

P-PP-04 PARTIAL THIRD FLOOR - PART C - GRAVITY - NEW WORK ● ● ● ●

P-PP-05 PARTIAL FOURTH FLOOR - PART A - GRAVITY - NEW WORK ● ● ● ● ●

P-PP-06 PARTIAL FOURTH FLOOR - PART B - GRAVITY - NEW WORK ● ● ● ● ●

P-PP-07 PARTIAL FOURTH FLOOR - PART C - GRAVITY - NEW WORK ● ● ● ● ●

P-PP-08 PARTIAL THIRD FLOOR - PART A - PRESSURE - NEW WORK ● ● ● ●

P-PP-09 PARTIAL THIRD FLOOR - PART B - PRESSURE - NEW WORK ● ● ● ●

P-PP-10 PARTIAL THIRD FLOOR - PART C - PRESSURE - NEW WORK ● ● ● ●

P-PG-01 PARTIAL THIRD FLOOR - PART A - MED GAS - NEW WORK ● ● ● ● ●

P-PG-02 PARTIAL THIRD FLOOR - PART B - MED GAS - NEW WORK ● ● ● ● ●

P-PG-03 PARTIAL THIRD FLOOR - PART C - MED GAS - NEW WORK ● ● ● ● ●

P-PW-01 PLUMBING RISERS PART A - PRESSURE ● ● ● ●

P-PW-02 PLUMBING RISERS PART B - PRESSURE ● ● ● ●

P-PW-03 PLUMBING RISERS PART C - PRESSURE ● ● ● ●

P-PW-04 PLUMBING RISERS PART A - GRAVITY ● ● ●

P-PW-05 PLUMBING RISERS PART B - GRAVITY ● ● ●

P-PW-06 PLUMBING RISERS PART C - GRAVITY ● ● ●

P-PI-03 PLUMBING DETAILS ● ● ● ● ●

P-PI-04 PLUMBING DETAILS ● ● ● ● ●

09 - FIRE PROTECTION

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

F-FD-01 PARTIAL THIRD FLOOR - PART A - FIRE PROTECTION - DEMO ● ● ● ● ●

F-FD-02 PARTIAL THIRD FLOOR - PART B - FIRE PROTECTION - DEMO ● ● ● ● ●

F-FD-03 PARTIAL THIRD FLOOR - PART C - FIRE PROTECTION - DEMO ● ● ● ● ●

F-FX-01 PARTIAL THIRD FLOOR - PART A - FIRE PROTECTION - NEW WORK ● ● ● ● ●

F-FX-02 PARTIAL THIRD FLOOR - PART B - FIRE PROTECTION - NEW WORK ● ● ● ● ●

F-FX-03 PARTIAL THIRD FLOOR - PART C - FIRE PROTECTION - NEW WORK ● ● ● ● ●

10 - ELECTRICAL

E-EI-00 ELECTRICAL SYMBOLS LEGEND, LIGHTING FIXTURE SCHEDULE

AND GENERAL NOTES

E-EI-01 PARTIAL ELECTRICAL ONE LINE DIAGRAM - DEMOLITION ● ● ● ● ●

E-EI-02 PARTIAL ELECTRICAL ONE LINE DIAGRAM - NEW WORK ● ● ● ● ●

E-EI-03 ELECTRICAL PANEL SCHEDULES ● ● ● ●

E-EI-04 ELECTRICAL PANEL SCHEDULES ● ● ● ●

E-EI-05 ELECTRICAL DETAILS ● ● ● ●

E-EI-06 ELECTRICAL DETAILS ● ● ● ●

E-ED-00 3RD FLOOR - DEMOLITION PLAN - ELECTRICAL - OVERALL ● ● ● ●

E-ED-01 3RD FLOOR - DEMOLITION PLAN - ELECTRICAL - PART A ● ● ● ●

E-ED-02 3RD FLOOR - DEMOLITION PLAN - ELECTRICAL - PART B ● ● ● ●

E-ED-03 3RD FLOOR - DEMOLITION PLAN - ELECTRICAL - PART C ● ● ● ●

E-EP-01 3RD FLOOR - NEW WORK PLAN - POWER - PART A ● ● ● ●

E-EP-02 3RD FLOOR - NEW WORK PLAN - POWER - PART B ● ● ● ●

E-EP-03 3RD FLOOR - NEW WORK PLAN - POWER - PART C ● ● ● ●

E-EP-04 3RD FLOOR ROOF - NEW WORK PLAN - POWER - PART A ● ●

E-EL-01 3RD FLOOR - NEW WORK PLAN - LIGHTING - PART A ● ● ● ●

E-EL-02 3RD FLOOR - NEW WORK PLAN - LIGHTING - PART B ● ● ● ●

E-EL-03 3RD FLOOR - NEW WORK PLAN - LIGHTING - PART C ● ● ● ●

E-EY-01 3RD FLOOR - NEW WORK PLAN - SYSTEMS - PART A ● ● ● ●

E-EY-02 3RD FLOOR - NEW WORK PLAN - SYSTEMS - PART B ● ● ● ●

E-EY-03 3RD FLOOR - NEW WORK PLAN - SYSTEMS - PART C ● ● ● ●

11 - TECHNOLOGY

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

T-TD-01 PARTIAL THRID FLOOR PLAN - PART A - TECHNOLOGY DEMO ● ● ● ● ●

T-TD-02 PARTIAL THIRD FLOOR PLAN - PART B - TECHNOLOGY DEMO ● ● ● ●

T-TD-03 PARTIAL THIRD FLOOR PLAN - PART C TECHNOLOGY DEMO ● ● ● ●

T-TJ-01 PARTIAL THIRD FLOOR - PART A - TECHNOLOGY NEW WORK ● ● ● ● ●

T-TJ-02 PARTIAL THIRD FLOOR - PART B - TECHNOLOGY NEW WORK ● ● ● ● ●

T-TJ-03 PARTIAL THIRD FLOOR - PART C - TECHNOLOGY NEW WORK ● ● ● ● ●

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

T-TJ-06 TECHNOLOGY DETAILS ● ● ●

T-TJ-07 TECHNOLOGY DETAILS ● ● ●

T-TJ-08 TECHNOLOGY RISER ● ● ●

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

45% 65% 95% 100% BID

00 - GENERAL

GI 00.01 COVER SHEET ● ● ● ● ●

GI 01.01 GENERAL DATA ● ● ● ● ●

GI 01.02 CONSTRUCTION STAGING PLAN ● ● ●

GI 01.10 WALL TYPE DETAILS ● ● ● ●

GI 01.20 ACCESSIBILITY DETAILS ● ● ● ● ●

GI 02.01 THIRD FLOOR LIFE SAFETY PLAN - OVERALL ● ● ● ● ●

GI 03.01 SECOND FLOOR ICRA PLAN ● ●

GI 03.02 THIRD FLOOR ICRA PLAN ● ●

GI 04.01 ACM DUCT WORK AND ACM PIPE INSULATION ● ●

GI 04.02 LEAD PAINT AND TRANSITE PANELS ● ●

GI 05.01 PHASING PLANS

03 - DEMOLITION

AD 01.01 THIRD FLOOR DEMOLITION PLAN - OVERALL ● ● ● ● ●

AD 01.02 PARTIAL THIRD FLOOR DEMO PLAN - AREA A ●

AD 01.03 PARTIAL THIRD FLOOR DEMO PLAN - AREA B ●

AD 01.04 PARTIAL THIRD FLOOR DEMO PLAN - AREA C ●

04 - ARCHITECTURAL

AE 01.00 SECOND FLOOR PLAN AND REFLECTED CEILING PLAN ● ● ●

AE 01.01 FOURTH FLOOR/ATTIC PLAN ● ● ●

AE 01.03 THIRD FLOOR OVERALL PLAN ● ● ● ● ●

AE 01.11 PARTIAL THIRD FLOOR PLAN - PART A NOTED ● ● ● ● ●

AE 01.12 PARTIAL THIRD FLOOR PLAN - PART B NOTED ● ● ● ● ●

AE 01.13 PARTIAL THIRD FLOOR PLAN - PART C NOTED ● ● ● ● ●

AE 01.14 PARTIAL THIRD FLOOR PLAN - PART A DIMENSIONED ● ● ● ●

AE 01.15 PARTIAL THIRD FLOOR PLAN - PART B DIMENSIONED ● ● ● ●

AE 01.16 PARTIAL THIRD FLOOR PLAN - PART C DIMENSIONED ● ● ● ●

AE 02.01 ENLARGED PLANS AND REFLECTED CEILING PLANS ● ● ● ● ●

AE 02.02 ENLARGED PLANS AND REFLECTED CEILING PLANS ● ● ● ● ●

AE 02.03 ENLARGED TOILET PLANS AND ELEVATIONS ● ● ●

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

AE 03.02 DOOR DETAILS ● ● ● ●

AE 03.03 WINDOW DETAILS ● ● ●

AE 08.01 MISC. DETAILS ● ● ● ●

AE 08.02 MISC. DETAILS ● ● ● ●

AE 08.03 MISC. DETAILS ● ● ● ●

AE 08.04 MISC. DETAILS ● ● ●

AE 08.05 MISC. INTERIOR DETAILS ● ● ●

AE 08.06 MISC CEILING DETAILS ● ● ●

AE 09.01 INTERIOR ELEVATIONS ● ● ● ● ●

AE 09.02 INTERIOR ELEVATIONS ● ● ● ● ●

AE 09.03 CORRIDOR ELEVATIONS ● ● ●

AE 09.04 CORRIDOR ELEVATIONS ● ● ●

AE 09.05 3D VIEWS ● ● ● ● ●

AE 10.01 CASEWORK SECTIONS AND DETAILS ● ● ● ●

AE 10.02 CASEWORK SECTIONS AND DETAILS ●

AE 11.01 THIRD FLOOR REFLECTED CEILING PLAN - OVERALL ● ● ● ● ●

AE 11.10 THIRD FLOOR RCP - PART A ● ● ● ● ●

AE 11.11 THIRD FLOOR RCP - PART B ● ● ● ● ●

AE 11.12 THIRD FLOOR RCP - PART C ● ● ● ● ●

AE 12.01A EQUIPMENT PLANS ● ● ● ●

AE 12.01B EQUIPMENT PLANS ● ● ● ●

AE 12.01C EQUIPMENT PLANS ● ● ● ●

AE 12.02 EQUIPMENT PLANS - PATIENT ROOMS AREA B ● ● ● ●

AE 12.02B EQUIPMENT PLANS - PATIENT ROOMS AREA C ● ● ● ●

VN 01.00 PATIENT LIFT VENDOR DRAWINGS ● ● ●

05 - INTERIOR DESIGN

IN 01.00 THIRD FLOOR FINISH LEGEND ● ● ● ● ●

IN 01.02 PARTIAL THIRD FLOOR FINISH PLAN - PART A ● ● ● ●

IN 01.03 PARTIAL THIRD FLOOR FINISH PLAN - PART B ● ● ● ●

IN 01.04 PARTIAL THIRD FLOOR FINISH PLAN - PART C ● ● ● ●

IN 01.05 THIRD FLOOR PATTERN PLAN OVERALL ● ● ● ●

IN 01.06 PARTIAL THIRD FLOOR PATTERN - PART A ● ● ● ●

IN 01.07 PARTIAL THIRD FLOOR PATTERN - PART B ● ● ● ●

IN 01.08 PARTIAL THIRD FLOOR PATTERN - PART C ● ● ● ●

IN 02.00 THIRD FLOOR SIGNAGE LEGEND ● ● ●

IN 02.01 THIRD FLOOR SIGNAGE SCHEDULE ● ● ●

IN 02.02 PARTIAL THIRD FLOOR SIGNAGE PLAN - PART A ● ● ●

IN 02.03 PARTIAL THIRD FLOOR SIGNAGE PLAN - PART B ● ● ●

IN 02.04 PARTIAL THIRD FLOOR SIGNAGE PLAN - PART C ● ● ●

07 - MECHANICAL

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

M-MD-01 PARTIAL THIRD FLOOR PLAN - PART A - DUCT DEMO ● ● ● ● ●

M-MD-02 PARTIAL THIRD FLOOR PLAN - PART B - DUCT DEMO ● ● ● ● ●

M-MD-03 PARTIAL THIRD FLOOR PLAN - PART C - DUCT DEMO ● ● ● ● ●

M-MD-04 PARTIAL THIRD FLOOR PLAN - PART A - PIPE DEMO ● ● ● ● ●

M-MD-05 PARTIAL THIRD FLOOR PLAN - PART B - PIPE DEMO ● ● ● ● ●

M-MD-06 PARTIAL THIRD FLOOR PLAN - PART C - PIPE DEMO ● ● ● ● ●

M-MH-13 PARTIAL ATTIC PLAN - PART B - DUCT DEMO ● ● ● ●

M-MH-14 PARTIAL ATTIC PLAN - PART C - DUCT DEMO ● ● ● ●

M-MH-02 PARTIAL THIRD FLOOR PLAN - PART A - DUCT NEW WORK ● ● ● ● ●

M-MH-03 PARTIAL THIRD FLOOR PLAN - PART B - DUCT NEW WORK ● ● ● ● ●

M-MH-04 PARTIAL THIRD FLOOR PLAN - PART C - DUCT NEW WORK ● ● ● ● ●

M-MH-05 PARTIAL ATTIC PLAN - PART B - DUCT NEW WORK ● ● ● ● ●

M-MH-06 PARTIAL ATTIC PLAN - PART C - DUCT NEW WORK ● ● ● ● ●

M-MP-01 PARTIAL THIRD FLOOR PLAN - PART A - PIPE NEW WORK ● ● ● ● ●

Proposed buckhoist location

D2. Secondary dumpster site. Must meet all fencing and security requirements. May only be used during demolition phase.

D1. Primary Staging area. Will be assigned to contractor for duration of project. Contractor is responsible for mowing, maintaining cleanliness and order.

Staging Plan: Building 1 is an active Medical Facility. All care must be taken to provide a safe and clean environment. The contractor will have NO interior elevator access during construction and must make accommodation for manpower and materials to be lifted.Contractor must return all disturbed areas to original condition. Provide location for buck hoist power supply, 480V 3-phase power will be needed from the north end of building 1 at room 349.

VETERANS C

IR

CLEVETERANS CIRCLE

2 9

D2

D1

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

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04-14-2023

626A4-19-101

GI 01.02

AE RENOVATE WARD 1BCONSTRUCTION STAGING PLAN

AT

HFR Project No: 2019056

100% CONSTRUCTION

DOCUMENTS

No. Date Description

1HR FIRE/SMOKE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUDB

U465

45 - 49

1HR

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"1HR FIRE/SMOKE 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

1HR FIRE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUDC

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

SMOKETIGHT PARTITION

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUDD

45 - 49

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"NON-RATED SMOKETIGHT"

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

1/ 4"

M

IN

OPENINGS: SM

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. 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.

V A

R

IE

S

NON-RATED PARTITION

16" O.C.

SECTION

PLAN

E 3-5/8" STUD

F

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" STUD

WALL LEGEND

NOTE: REF. SHEET G01.10 OR WALL TYPE DETAILS

NON-RATED PARTITION

1-HR. RATED FIRE BARRIER

SMOKE BARRIER (1-HR. RATED)

2-HR. RATED EXISTING FIRE BARRIER

NON-RATED SMOKE PARTITION

1-HR. RATED FIRE/SMOKE BARRIER

2-HR. RATED FIRE/SMOKE BARRIER

1 HR SHAFT WALL

INTERIOR WALL TYPE LEGEND

NOTE: REF GENERAL INTERIOR WALL NOTES, WALL

CONSTRUCTION & PRIORITY DETAILS, AND FIREWALL DETAILS

FOR ADDITIONAL INFORMATION. NOT ALL WALLS WILL BE

TAGGED. REFERENCE SECTIONS, DETAILS, & PLAN NOTES FOR

UNIQUE OR SPECIAL CONDITIONS.

A

A

D

E

6" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES (NON-RATED)

C

6" MTL. STUD W/ GYPSUM BOARD ON (1) SIDES

B

3 5/8" MTL. STUD W/ 2 LAYERS GYPSUM BOARD ON BOTH SIDES

H

F

G

2 1/2" MTL. STUD W/ GYPSUM BOARD ON (1) SIDE

3 5/8" MTL. STUD W/ GYPSUM BOARD ON (1) SIDE

J 7/8" FURRING CHANNELS W/ GYPSUM BOARD ON (1) SIDE

K

L 2 1/2" MTL. STUD W/ GYPSUM BOARD ON ONE SIDE WITH 2" FOIL FACED

RIGID INSULATION AT EXTERIOR WALLS

3 5/8" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES (1 HOUR FIRE

SMOKE)

3 5/8" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES (1 HOUR)

3 5/8" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES (SMOKE)

3 5/8" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES (NON-RATED)

M 3 5/8" MTL. STUD W/ GYPSUM BOARD ON ONE SIDE WITH 2" FOIL FACED

RIGID INSULATION AT EXTERIOR WALLS

N 1" THICK SHAFT LINER WITH 2 1/2" MTL. SHAFTWALL STUDS AND 5/8"

GYP. BD.

N 1 1/2" MTL. STUD W/ GYPSUM BOARD ON (1) SIDE

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 CHANNELJ SCALE:

N.T.S.

2 1/2" STUDSK

1 1/2" STUDSN

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

1-5/8" STUDL SCALE:

N.T.S.

2" RIGID INSULATION

3-5/8" STUDM

2HR FIRE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUDA

U411

55 - 59

2HR

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"2HR FIRE BARRIER"

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

1/ 4"

M

IN

OPENINGS: 90 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. OUTER LAYER PAPER OR VINYL

SURFACED. (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS.

INNER LAYER ATTACHED TO STUDS WITH 1" LONG TYPE 'S' STEEL SCREWS AT 8" O.C.

ALONG VERT. EDGES AND 12" O.C. IN THE FIELD. OUTER LAYER LAMINATED TO INNER

LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING

CONT. BEADS OF COMPOUND ABOUT 3/8" IN DIAMETER, SPACED NOT MORE THAN 2"

O.C. JOINTS OF LAMINATED OUTER LAYER OFFSET 12" FROM INNER LAYER JOINTS.

OUTER LAYER ATTACHED TO FLOOR CHANNEL WITH 1-5/8" STEEL SCREWS AT 12" O.C.

OPTIONAL (DIRECT ATTACHED SYSTEM) - INNER LAYER ATTACHED TO STUDS WITH 1"

LONG TYPE 'S' STEEL SCREWS AT 16" O.C. ALONG VERT. EDGES AND IN THE FIELD.

OUTER LAYER ATTACHED TO THE STUDS OVER THE INNER LAYER WITH 1-5/8" LONG

TYPE S STEEL SCREWS AT 16" O.C. ALONG VERT. EDGES AND IN THE FIELD AND AT 12"

O.C. TO THE FLOOR CHANNEL. OFFSET OUTER LAYER JOINTS FROM INNER LAYER

JOINTS. OUTER LAYER JOINTS MAY BE TAPED OR UNTAPED. 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. 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.

1/ 8"

M

IN

SECTION

1HR SHAFTWALL

ABOVE CEILING ID (STENCIL):

"1HR FIRE BARRIER"

LIFE SAFETY PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL DESIGN

# MUST BE MET.

WALL PRIORITY:

JOINT TREATMENT MATERIAL

INSULATION - MIN. 3" MINERAL

WOOL BATTS, FRICTION FITTED TO

FILL CAVITY

VENTED STEEL CH-STUDS- 20

GA,2-1/2" MIN AT 24" O.C.

GYPSUM WALLBOARD - 5/8" THICK

TYPE "X". STAGGER JOINTS

JOINT TAPE AND COMPOUND

STEEL FLOOR J-CHANNELS 1/2"

CONTINUOUS SEALANT PER UL

DESIGN REQUIREMENTS

UL DESIGN #:

FIRE RATING:

U469

1HR

GA FILE #:

STC RATING: 35 - 39

OPENINGS: 45 MIN W/ CLOSER

DAMPERS: FIRE

CEILING ASSEMBLY

STEEL CEILING J-RUNNERS

ACOUSTICAL GASKET AT FLOOR

TRACK

GYPSUM BOARD CUT TO FIT DECK

CONFIGURATION

SHAFT ROOM

1/ 2"

M

IN

5/ 8"

M A

X

GYPSUM SHAFTLINER - 1" THICK

TYPE "X"

3 1/8"

SHAFT WALL STUDN

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

C U s e rs \a tr a y lo r\ D o c u m e n ts

\M b o ro V

A W a rd b

R e n o a tr a y lo r2 X

N D

H .r v t

/1

/2

:2

:0

P

M

04-14-2023

626A4-19-101

GI 01.10

AE RENOVATE WARD 1BWALL TYPE DETAILS

AT/MC

HFR Project No: 2019056

100% CONSTRUCTION

DOCUMENTS

● USE SEMI-GLOSS PAINT.

● LOCATE NOT MORE THAN 12'-0" O.C. ON CORRIDOR SIDES OF PARTITIONS, AND WITH A LEAST ONE MESSAGE

PER WALL 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 NESTED OR SLOTTED EXTENDED LEG CEILING TRACK 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 IN PATIENT ROOMS, 4'-0"H AT ALL EQUIPMENT ALCOVES AND ROOMS 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 SOURCES.

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

3. GYPBOARD REQUIREMENTS:

2. TOILET WETWALLS AND PATIENT ROOM HEADWALLS SHALL BE 6" METAL STUDS

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

No. Date Description

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

CONTROL

AREA

GB-24

GB-24

GB-42

HCT

GB-12

DF

HCDF

MIRROR

TPD

TB-18

FPDL

URINAL SCREEN

EXTEND MIN 18"

FROM WALL

BCS

PTD-WR

GB-18

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

C L F

LU

S

H C

O N

T R

O L

M A

X

M A

X

M A

X

M A

X

M A

X

M

IN

T O

S P

O U

T

M A

X

M

IN

M A

X H

.C . H

T

M

A X

MIN

13 1/2"

TO PLAN)

(REFER

AMBULATORY

36"W (±1")

60"D MIN

59"D MIN: FLOOR MNT WC

66" WIDE

56"D MIN: WALL HUNG WC

17" ±1"

H E

IG

H

T

S T

A N

D A

R D

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

15" MIN

T O

S P

O U

T

M A

X

C O

N T

R O

LS

M A

X T

O

M

IN

30" MIN

MIN

12"

9"

MAX

12"

MIN

24"

MAX

24"

MIN

24"

S U

R F

A C

E

T .O

G

R

IP

P

IN

G 3"

-6

4" MAX

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"

H .C

. H T

M A

X

(FRONT) (SIDE)

M A

X

M

IN

TO PLAN)

(REFER

M

IN9"

CLEAR

30" MIN

4" MAX 32" MIN 32" MIN

1"

4" MAX

1"

(BACK) (CONTROL WALL)

GB/L

CURTAIN

ROD

CONTROL

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

T O

S P

O U

T

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)

MIN

15" 5" MAX

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

H.C.

TELEPHONE

(HCT)

DRINKING

FOUNTAIN

(DF)

H.C.

DRINKING

FOUNTAIN

(HCDF)

(FRONT) (SIDE)

TOILET PAPER

DISPENSER

(TPD)

TOWEL BAR

18" MIN

(TB-18)

BABY CHANGING STATION

(BCS)

TYPICAL PARTITION SPACING

(RE: ENLARGED PLANS FOR ACTUAL DIM'S & SPEC'S FOR ACTUAL TYPE OF PARTITIONS)

18" ±1

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) (SIDE)

(FRONT)

MIRROR WITH OR

WITHOUT SHELF

(MIR/S-18X36)

(MIR-18X36)

(MIR/S-24X36)

(MIR-24X36)

(CONTROL)

GRAB BAR

18" (GB-18)

HC BATHTUB

(HCBT)

NOTE: BATHTUBS SHALL DELIVER

WATER THAT IS 120 DEGREES MAX.

GRAB BAR

24" (GB-24)

(BACK) (HEAD)

GRAB BAR

12" (GB-12)

M

IN

S U

R F

A C

E

T .O

G

R

IP

P

IN

G

REMOVABLE IN-TUB

SEAT MIN 15"-16"

MAX DEEP

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)

EXAM

ROOM

DOCTOR'S

OFFICE

NURSE

STATION

JANITOR'S

CLOSET

RECEPTION /

FILES

MECHANICAL

SPACE

BREAK

ROOM

PUBLIC USE SPACES (SEC 201)

FULL ACCESS TO PUBLIC USE

AREAS, INCLUDING WAITING

AREAS AND CORRIDORS

MECHANICAL SPACE (SEC 203.5)

EXEMPT SPACE

EMPLOYEE WORK AREAS (SEC 203.9)

PARTIAL ACCESS TO AREAS USED

ONLY BY EMPLOYEES FOR WORK

(RECEPTION / FILE AREAS, NURSE

STATIONS, AND JANITOR'S CLOSETS

EXAM ROOMS AND OFFICES

(SEC 201 AND 203.9)

ALL EXAM ROOMS AND OFFICES

USED BY THE PUBLIC MUST BE

ACCESSIBLE, BUT ELEMENTS

WITHIN THESE ROOMS THAT

ARE USED ONLY BY EMPLOYEES

FOR WORK ARE NOT REQUIRED

TO COMPLY.

DRESSING ROOMS (SEC 222)

ACCESS IS REQUIRED TO AT

LEAST 5% (BUT NO LESS THAN 1)

OF EACH TYPE OF USE IN EACH

CLUSTER

TOILET ROOMS (SEC 213)

ACCESS IS REQUIRED TO ALL PUBLIC

AND EMPLOYEE TOILET ROOMS (OR

NO MORE THAN 50% OF SINGLE

USER TOILET ROOMS FOR EACH USE

AT EACH CLUSTER)

COMMON USE (NON-WORK)

AREAS (SEC 201)

FULL ACCESS TO BREAK ROOMS

AND TO OTHER EMPLOYEE AREAS

NOT USED FOR WORK PURPOSES.

GENERAL EXCEPTIONS (§203):

THESE STRUCTURES AND SPACES ARE FULLY EXEMPT FROM THE STANDARDS AND ARE NOT REQUIRED TO BE ACCESSIBLE OR ON AN ACCESSIBLE ROUTE:

• CONSTRUCTION SITES (§203.2): STRUCTURES DIRECTLY ASSOCIATED WITH THE ACTUAL PROCESSES OF CONSTRUCTION AND PORTABLE TOILETS USED ONLY BY CONSTRUCTION WORKERS. (EXAMPLES: SCAFFOLDING, BRIDGING, MATERIALS HOISTS, CONSTRUCTION TRAILERS)

• AREAS RAISED FOR SECURITY/ SAFETY (§203.3): AREAS RAISED PRIMARILY FOR PURPOSES OF SECURITY OR LIFE/ FIRE SAFETY. (EXAMPLES: LIFE GUARD STANDS, FIRE

TOWERS, AND PRISON GUARD TOWERS)

• RAISED WORK AREAS (§203.9): EMPLOYEE WORK AREAS UNDER 300 S.F. THAT ARE ELEVATED AT LEAST 7” AS AN ESSENTIAL FUNCTIONAL CONDITION OF THE SPACE (EXCLUDING RAISED COURTROOM STATIONS. (EXAMPLE: WORK AREAS WITH EQUIPMENT/ MACHINERY THAT MUST BE OPERATED FROM A PLATFORM)

• LIMITED ACCESS SPACES (§203.4): SPACES ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES, OR VERY NARROW PASSAGEWAYS. (EXAMPLES: LIGHTING/ EQUIPMENT

CATWALKS AT STAGES AND PERFORMING AREAS, PLATFORMS SERVED ONLY BY LADDER.)

• MACHINERY SPACES (§203.5): SPACES USED ONLY BY SERVICE PERSONNEL FOR MAINTENANCE, REPAIR, OR OCCASIONAL MONITORING OF EQUIPMENT. (EXAMPLES: ELEVATOR PITS/ PENTHOUSES, MECHANICAL/ ELECTRICAL/ COMMUNICATIONS EQUIPMENT ROOMS, WATER OR SEWAGE TREATMENT PUMP ROOMS, ELECTRIC SUBSTATIONS, AND

TRANSFORMER VAULTS.)

• SINGLE OCCUPANT STRUCTURES (§203.6): SINGLE OCCUPANT STRUCTURES ACCESSED ONLY BY BELOW-GRADE PASSAGEWAYS OR ELEVATED ABOVE STANDARD CURB HEIGHT.

(EXAMPLES: TOLL BOOTHS THAT ARE ACCESSED BY UNDERGROUND TUNNELS OR ELEVATED ABOVE CURB HEIGHT, SUCH AS THOSE SERVING DEDICATED TRUCK LANES.)

ACCESSIBILITY EXAMPLE OF CLINICAL SUITE

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F…