Atch 6_621-24-103 drawing part 1 of 6.pdf

A. THE CONTRACT DRAWINGS AND PROJECT MANUAL (INDICATED BY THE SAME PROJECT NUMBER) ARE COMPLEMENTARY. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) OF ANY

DISCREPANCIES FOUND DURING BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

C. VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND

CONSTRUCTION. IF PROVIDED, EXAMINE EXISTING BUILDING DOCUMENTS AND BRING

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE C.O.R.

D. VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW

CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW

CONSTRUCTION, TIGHTLY SEAL AND CAULK.

E. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN

DURING DEMOLITION AND CONSTRUCTION.

F. IN COMPLIANCE WITH VA DIRECTIVE 1013, PROVIDE A CERTIFICATION THAT ALL WORKERS ON

THIS CONTRACT HAVE BEEN IMMUNIZED WITH THE FLU SHOT OF THE CURRENT YEAR.

G. MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF

WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF

THE PROJECT.

H. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED

AND FIRE SAFE’D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION

OPERATIONS FOR EACH DAY.

I. PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES,

RULES AND REGULATIONS.

J. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND

MINIMUM QUALITY OF WORK EXPECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,

METHODS AND TECHNIQUES FOR CONSTRUCTION TO REACH THE EXPECTED QUALITY.

K. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND

REFURBISHED. MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

L. COORDINATING EQUIPMENT INSTALLATION AND VERIFY ROUGH-IN DIMENSIONS WITH THE

EQUIPMENT MANUFACTURER AND C.O.R. PRIOR TO CONSTRUCTION.

M. PREPARE EXISTING SURFACES THAT WILL SERVE AS SUBSTRATE TO RECEIVE THE NEW

MATERIALS FOR A LEVEL AND SMOOTH FINISH.

N. HOST ONLINE CONSTRUCTION MANAGEMENT SOFTWARE FOR THE DURATION OF THE PROJECT.

O. UNLESS DESIGNATED AS EXISTING, ALL ELEMENTS SHOWN ARE NEW.

P. REMOVE, CUT, ALTER, REPLACE, PATCH AND REPAIR EXISTING WORK AS NECESSARY TO INSTALL

NEW WORK. UPON COMPLETION OF CONTRACT, DELIVER WORK COMPLETE AND UNDAMAGED.

EXISTING WORK (WALLS, CEILINGS, PARTITIONS, FLOORS, MECHANICAL AND ELECTRICAL WORK, LAWNS, PAVING, ROADS, WALKS, ETC.) DISTURBED OR REMOVED AS A RESULT OF PERFORMING

REQUIRED NEW WORK, SHALL BE PATCHED, REPAIRED, REINSTALLED, OR REPLACED WITH NEW

WORK, AND REFINISHED AND LEFT IN AS GOOD CONDITION AS EXISTED BEFORE COMMENCING

WORK.

Q. DRAWING SET UTILIZES COLOR. FULL DRAWING SET MUST BE PRINTED IN COLOR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:4

P M

GI000

COVER SHEET

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

RESTORATION OF B35 THEATER

PROJECT NUMBER: 621-24-103

JAMES H. QUILLEN DEPARTMENT OF

VETERANS AFFAIRS MEDICAL CENTER

LAMONT STREET & VETERANS WAY,

MOUNTAIN HOME, TN 37604

CAMPUS LOCATION

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 SYMBOLS AND ABBREVIATIONS

GI002 PARTITION TYPES AND NOTES

GI003 ACCESSIBILITY REQUIREMENTS

GI004 ACCESSIBILITY REQUIREMENTS

GI005 LIFE SAFETY PLAN

GI006 SITE AND CONSTRUCTION LAYDOWN PLAN

GI007 EXTERIOR 3D VIEWS

CIVIL

C-001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

VF101 EXISTING SITE CONDITIONS

CD101 SITE DEMOLITION PLAN

CD501 SITE DEMOLITION DETAILS

CS101 SITE PLAN

CS501 SITE DETAILS

CG101 SITE GRADING PLAN

CG401 ROOF DRAIN PROFILES

CG501 SITE GRADING DETAILS

STRUCTURAL

S-001 LEGEND

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-101 BASEMENT FOUNDATION PLAN

S-102 FIRST FLOOR PLAN

S-103 STAGE PLANS

S-104 CHANNEL GRID FRAMING PLANS

S-105 ATTIC LEVEL FRAMING PLAN

S-301 BUILDING SECTIONS

S-302 BUILDING SECTIONS

S-401 ENLARGED PLANS

S-501 FRAMING DETAILS

S-502 FRAMING DETAILS

S-503 FRAMING DETAILS

S-504 FRAMING DETAILS

S-505 TYPICAL DETAILS

ARCHITECTURE

AD101 BASEMENT AND FIRST FLOOR DEMOLITION PLAN

AD102 BALCONY, SECOND FLOOR, BOOTH, ATTIC & RAFTERS DEMO PLAN

AD103 DEMOLITION ELEVATIONS

AD104 DEMOLITION REFLECTED CEILING PLANS

AE101 BASEMENT AND FIRST FLOOR PLAN

AE102 BALCONY, SECOND FLOOR, BOOTH, ATTIC & RAFTERS PLANS

AE131 ROOF PLAN

AC141 REFLECTED CEILING PLANS

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE311 WALL SECTIONS

AE321 ENLARGED PLAZA PLAN AND DETAILS

AE322 ENLARGED RAMP AND STAIR PLAN AND SECTION DETAILS

AE401 ENLARGED PLANS

AE402 ENLARGED PLANS

AE403 ENLARGED SECTIONS

AE404 ENLARGED PLANS AND SECTION DETAILS

AE405 ENLARGED SECTION DETAILS

AE410 INTERIOR ELEVATIONS

AE411 INTERIOR SECTIONS & ELEVATIONS - LOBBY

AE412 INTERIOR SECTIONS & ELEVATIONS - LOBBY & BASEMENT

AE413 INTERIOR ELEVATIONS - STAGE

AE414 INTERIOR ELEVATIONS - STAGE

AE420 BUILDING SECTION - AUDITORIUM

AE421 BUILDING SECTION - AUDITORIUM

AE422 BUILDING SECTION - AUDITORIUM

AE423 BUILDING SECTION - AUDITORIUM

AE501 ENLARGED DETAILS

AE601 SCHEDULES

AE602 HEAD, JAMB & SILL DETAILS

AE603 TYPICAL DOOR ELEVATIONS

AE604 TYPICAL WINDOW ELEVATIONS

AE605 TYPICAL CURTAIN ELEVATIONS

AE700 PHOTOS - EXISTING CONDITIONS - P1-20

AE701 PHOTOS - EXISTING CONDITIONS - P21-41

AE702 PHOTOS - EXISTING CONDITIONS - P42-46

AE801 BASEMENT & FIRST FLOOR FINISH & SIGNAGE PLAN

AE802 BALCONY, SECOND FLOOR, CATWALK FINISH & SIGNAGE PLANS

AE803 FINISH DETAILS

FIRE SUPPRESSION

F001 ABBREVIATIONS, LEGEND & DESIGN NOTES

FD101 BASEMENT AND FIRST FLOOR DEMOLITION PLANS

FD102 BALCONY, SECOND FLOOR AND CEILING DEMOLITION PLANS

FD103 AUDITORIUM ATTIC AND STAGE ATTIC DEMOLITION PLANS

FD901 WET-PIPE FIRE SUPPRESSION ISOMETRIC

FS100 FIRE SUPPRESSION SITE PLAN

FX101 BASEMENT AND FIRST FLOOR NEW WORK PLANS

FX102 BALCONY, SECOND FLOOR AND CEILING NEW WORK PLANS

FX103 AUDITORIUM ATTIC AND STAGE ATTIC NEW WORK PLAN

F201 SECTIONS

LOCATION OF THEATERLOCATION MAP VICINITY MAP GENERAL NOTES

TRUE

NORTH

TRUE

NORTH

SHEET INDEX

SHEET

NUMBER SHEET NAME

PLUMBING

P001 ABBREVIATIONS, LEGEND & GENERAL NOTES

PD101 FOUNDATION AND BASEMENT DEMOLITION PLANS

PD102 FIRST AND SECOND FLOOR DEMOLITION PLANS

PS100 PLUMBING SITE PLAN

PP101 FOUNDATION AND BASEMENT NEW WORK PLANS

PP102 FIRST AND SECOND FLOOR NEW WORK PLANS

P401 ENLARGED PLANS

P601 DETAILS AND SCHEDULES

P901 DRAINAGE ISOMETERIC

P902 DISTRIBUTION ISOMETERIC

AUDIO-VISUAL

AV001 AUDIO VISUAL SYMBOLS & NOTES

AV002 AUDIO-VISUAL SCHEDULES

AV101 ENLARGED PLANS

AV102 ENLARGED PLANS

AV103 ENLARGED PLANS

AV104 ENLARGED PLANS

AV201 REFLECTED CEILING PLANS

AV202 REFLECTED CEILING PLANS

AV203 REFLECTED CEILING PLANS

AV301 SECTIONS

AV302 SECTIONS

AV401 BLOCK DIAGRAMS

AV402 BLOCK DIAGRAMS

AV403 BLOCK DIAGRAMS

AV404 BLOCK DIAGRAMS

AV405 BLOCK DIAGRAMS

AV406 BLOCK DIAGRAMS

AV501 AUDIO-VISUAL DETAILS

AV502 AUDIO-VISUAL DETAILS

THEATER

TE001 THEATER SYSTEMS SYMBOLS & NOTES

TE002 THEATER SYSTEMS SCHEDULES

TE101 ENLARGED PLANS

TE102 ENLARGED PLANS

TE103 ENLARGED PLANS

TE104 ENLARGED PLANS

TE201 REFLECTED CEILING PLANS

TE301 SECTIONS

TE302 SECTIONS

TE303 SECTIONS

TE304 RIGGING ELEVATIONS

TE305 RIGGING ELEVATIONS

TE306 RIGGING ELEVATIONS

TE307 RIGGING ELEVATIONS

TE308 RIGGING ELEVATIONS

TE309 RIGGING ELEVATIONS

TE310 RIGGING ELEVATIONS

TE311 RIGGING DETAILS

TE312 RIGGING DETAILS

TE401 THEATER SYSTEMS CONTROL RISER

TE402 THEATER SYSTEMS CIRCUIT SCHEDULES

TE403 POWER & CONTROL DISTRIBUTION

TE404 POWER & CONTROL DISTRIBUTION

MECHANICAL

M001 MECHANICAL LEGEND

MD101 BASEMENT AND FIRST FLOOR DEMOLITION PLANS

MD102 BALCONY, SECOND FLOOR, AND ATTIC DEMOLITION PLANS

MD103 ROOF DEMOLITION PLANS

M101 BASEMENT AND FIRST FLOOR PLANS

M102 BALCONY, SECOND FLOOR, AND ATTIC PLANS

M103 ROOF PLANS

M301 MECHANICAL SECTIONS

M501 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

ELECTRICAL

E001 ABBREVIATIONS, LEGEND & GENERAL NOTES

E002 SINGLE LINE

E100 ELECTRICAL SITE PLAN

ED101 DEMOLITION PLANS

EP101 BASEMENT NEW WORK PLANS

EP102 FIRST FLOOR NEW WORK PLANS

EP103 SECOND FLOOR NEW WORK PLANS

EP104 ATTIC, RAFTERS, & ROOF NEW WORK PLANS

E200 PANEL SCHEDULES

E300 SCHEDULES

TECHNOLOGY

T001 ABBREVIATIONS, LEGEND & GENERAL NOTES

TD101 DEMOLITION PLANS

TD401 DATA/TELECOM ELEVATION

T101 NEW WORK PLANS

T102 ATTIC AND RAFTERS NEW WORK PLANS

T401 ENLARGED IT ROOM 003A AND ELEVATIONS

T601 DETAILS

T602 DETAILS

T603 PACS DETAILS

TOTAL SHEETS: 163

ALTERNATE

ALTERNATE

FULL REPLACEMENT OF ALL THEATER SEATING, WITH INTEGRAL

LIGHTING AT WALKWAYS BUILT INTO AISLE CHAIRS.

DEDUCT ALTERNATE

DEDUCE ALTERNATE 1

FULL REPLACEMENT OF SLATE TILE ROOF WITH SYNTHETIC TILES.

OMIT SELECTIVE REPLACEMENT OF SLATE TILES.

BID DOCUMENTS 07/01/2025

A101

SIM

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

PLAN NORTH

(SEE CIVIL FOR TRUE NORTH)

SYMBOLS

A101

SIM BUILDING SECTION NUMBER W/ SHEET NUMBER

DOOR TAG

WALL TAGA1

2D-124

KEYNOTE

REVISION TAG

CEILING HEIGHT TAG

00.00

9' - 0"

WINDOW TAGA

MATERIAL TAGP-1

EQUIPMENT TAG - JSN NUMBERF0340

ROOM TAG WITH NAME AND NUMBER

FIRST 2 DIGITS CORRESPOND TO SPEC DIVISION

EXPANSION JOINTEJ

ROOM NAME

1D-124

CARD READER - 44" MH

KEYPAD - 44" MH

REQUEST TO EXIT BUTTON - 44" MH

AUTO OPERATOR MOTOR - ABOVE DOOR

ELECTRIC DOOR LATCH - MOUNTED IN PANIC HARDWARE. PROVIDE

ELECTRIC TRANSFER ON HINGE SIDE OF DOOR FRAME.

ELECTRIC DOOR STRIKE - MOUNT IN DOOR FRAME

DOOR CONTACT - MOUNT TOP OF DOOR NEAR LATCH SIDE OF DOOR.

N

PS

N

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM STROBE

FIRE ALARM SPEAKER/STROBE. 80" MH.

FIRE ALARM CHIME/STROBE. 80" MH.

FIRE ALARM SPEAKER/STROBE CEILING MOUNTED

SMOKE DETECTOR

DUCT DETECTOR. "R" INDICATES RETURN DUCT. "S"

INDICATES SUPPLY DUCT.

DUCT REMOTE TEST STATION

KNOX BOX

FIRE ALARM CONTROL RELAY. C- CONTROL, I-INPUT.

DOOR HOLDER

HEAT DETECTOR

FACP

FAA

F

F

F

S

H

S

R

K

AM

D

R

C

FIRE ALARM

DATA/TELEPHONE

NURSE CALL - A/V

SECURITY / ACCESS CONTROL

LIGHTING

DATA/TELEPHONE OUTLET. PROVIDE (2) CAT 6a CABLES WITHIN

CONDUIT OR OTHER APPROVED RACEWAY FROM OUTLET TO

NEAREST IT CLOSET OR CABLE TRAY. SUBSCRIPT INDICATES # OF

DATA CABLES.

NURSE CALL STATION

PS = PATIENT STATION

TS = TOILET STATION WITH PULL STRING

SW = SHOWER STATION

DS = DUTY STATION

MS = MASTER STATION

SS = STAFF STATION

NURSE CALL STATION

ZL = ZONE INDICATING DOME LIGHT FOR CORRIDOR

NURSE CALL SIGNAL

BEDSIDE TELEVISION

PA SPEAKER, CEILING MOUNTED

TV

1' x 4' LAYIN LED FIXTURE. UPPERCASE INDICATES TYPE PER THE FIXTURE SCHEDULE. LOWER CASE LETTER "a" INDICATES SWITCH ZONE.

2' x 4' LED LAYIN FIXTURE.

WALL MOUNTED FIXTURE OR SURFACE MOUNTED

FIXTURE.

WALL MOUNTED FIXTURE.

SINGLE FACE EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED

RECESSED FIXTURE, DOWNLIGHT

3-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

4-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

WALL MOUNTED OCCUPANCY SENSOR WITH OVERRIDE SWITCH.

CEILING MOUNTED OCCUPANCY SENSOR, VACANCY SENSOR

20 AMP, 125 VOLT SINGLE-POLE TOGGLE SWITCH MOUNTED 44" AFF.

a - CONTROLS LIGHTS WITH "a" DESIGNATION

LIGHTING CONTROLLER

20A, 125V DIMMER SWITCH MOUNTED 42" AFF. 0-10V CONTROL.

2' x 2' LED LAYIN FIXTURE.

CEILING MOUNTED DAYLIGHT SENSOR

PHOTOCELL

A1 a a

OS

D

OS

DS

LC#

PC

BOLLARD LIGHT FIXTURE

D

EMERGENCY LIGHT FIXTURE. 90 MIN. BATTERY. PROVIDE HI

CAPACITY BATTERY WHERE REMOTE HEADS ARE REQUIRED.

DOUBLE-POLE, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

20 AMP, 125 VOLT SINGLE-POLE TOGGLE PILOT LIGHT SWITCH

MOUNTED 44" AFF. P

A2

A3

LIGHTING CONTROLS

S

POLE LIGHT

F

F FIRE ALARM SENDING STATION. 44" AFF.

20 AMP, 125 VOLT MOTOR RATED SWITCH.

M

DOUBLE FACE EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED

SINGLE FACE EXIT SIGN WITH TWIN EMERGENCY HEADS. 90 MIN. BATTERY

VALVE TAMPER SWITCHVS

FLOW SWITCHFS

PRESSURE SWITCHPS

CR

KP

RE

A

DL

DS

DC

CC

REQUEST TO EXIT MOTION DETECTOR - ABOVE DOORRM

CCTV CAMERA - DOME TYPE-1. MOUNTED IN CEILING. SEE CAMERA

SCHEDULE FOR CAMERA TYPE, MOUNTING HARDWARE.

MAG LOCK - MOUNT LATCH SIDE TOP OF DOOR. PROVIDE 120V POWER FOR

MAG POWER SUPPLY ABOVE DOOR. (OR LOCATION AS INDICATED).

ML

AP WIRELESS ACCESS POINT - CEILING MOUNT

POST INDICATOR VALVEPIV

NOTE: NOT ALL SYMBOLS HAVE

NECESSARILY BEEN USED IN THIS PROJECT

PENDANT FIXTURE

POWER

FLUSH FLOOR MOUNTED NEMA 5-20R DUPLEX

RECEPTACLE UNLESS NOTED OTHERWISE

FLUSH FLOOR MOUNTED NEMA 5-20R QUAD RECEPTACLE

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

SUBSCRIPT: WP - WEATHERPROOF, GF - GROUND FAULT CIRCUIT

INTERRUPTER, T - TAMPER RESISTANT

NEMA 5-20R DOUBLE DUPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX RECEPTACLE MOUNTED 44" AFF

UNLESS NOTED OTHERWISE

RECEPTACLE, (NEMA CONFIGURATION AS NOTED)

NEMA 5-20R DUPLEX RECEPTACLE WITH USB CHARGER MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX SPLIT RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R SIMPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

JUNCTION BOX

POWER CONNECTION

MOTOR

NON-FUSED DISCONNECT SWITCH. SIZE SHOWN AS INDICATED OR IN THE

MOTOR SCHEDULE

FUSED DISCONNECT SWITCH. 30A/30F - 30A DISCONNECT, 30A FUSE

COMBINATION STARTER

SURFACE MOUNTED PANELBOARD.

RECESSED MOUNTED PANELBOARD

WP/GF

6-30R

J

EMERGENCY LIGHTING

SOLID FILL INDICATES FIXTURE ON LIFE SAFETY OR EMERGENCY CIRCUIT.

(WHERE GENERATOR POWER IS NOT AVAILABLE PROVIDE A UNIT BATTERY

AT 1400 LM)

DIAGONAL FILL INDICATES FIXTURE ON CRITICAL CIRCUIT.

MECHANICAL

CEILING ACCESS PANEL

SUPPLY - LINEAR DIFFUSER

SUPPLY

RETURN

EXHAUST

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT/ ARCHITECTURAL

B.U.R. BUILT-UP ROOFING

BLDG. BUILDING

BOT. BOTTOM

C.J. CONSTRUCTION JOINT

C.O. CONTRACTING OFFICER

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CC CONTRACTOR FURNISHED AND INSTALLED

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC. CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR. CENTER

CV CONTRACTOR FURNISHED/ V.A. INSTALLED

DIA. DIAMETER

DIM. DIMENSION

DIV. DIVISION

DWGS DRAWINGS

(E) EXISTING

E.A. EACH

E.J. EXPANSION JOINT

EQ EQUAL

ETR EXISTING TO REMAIN

EX. EXAMPLE

EXP. A. EXPANSION ANCHOR

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.O.B. FACE OF BUILDING

FTG. FOOTING

G.B. GRAB BAR

GA. GAUGE

GALV. GALVANIZED

GSF GROSS SQUARE FOOTAGE

GYP GYPSUM BOARD

H.M. HOLLOW METAL

H.S.S. HOLLOW STRUCTURAL STEEL

ICRA INFECTION CONTROL RISK ASSESSMENT

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MAX MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

(N) NEW

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPNG OPENING

OPP. OPPOSITE

P. PAINT

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PL. PLATE

PT PORCELAIN TILE

Q.T. QUARRY TILE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RAD. RADIUS

RB RUBBER BASE

REF. REFERENCE

REINF. REINFORCING

RES RESINOUS FLOORING

SF SQUARE FOOT (FEET)

SIM. SIMILAR

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SS STAINLESS STEEL

T.O.C. TOP OF CURB

T.O.P. TOP OF PAVEMENT

TME TO MATCH EXISTING

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

V.I.F. VERIFY IN FIELD

VB VAPOR BARIER

VC V.A. FURNISHED/ CONTRACTOR INSTALLED

VT VINYL TILE

VV V.A. FURNISHED AND INSTALLED

W.C. WATER CLOSET

W.W.F. WELDED WIRE FABRIC

WSF WELDED SEAM SHEET FLOORING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:4

P M

GI001

SYMBOLS AND ABBREVIATIONS

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

WALL BASE - SEE FINISH SCHEDULE

2 X 4 BOTTOM PLATE

FINISHED FLOOR - SEE SCHEDULE

(1) LAYER GYPSUM BOARD ON

EACH SIDE

FULL HEIGHT SOUND

ATTENUATION BLANKET

2 X 4 WOOD STUDS AT 16" O.C.

CEILING SEE ROOM FINISH SCHEDULE FOR TYPE

AND LOCATION

2 X 4 TOP PLATE - EXTEND STUDS TO

UNDERSIDE OF EXISTING STRUCTURE ABOVE

CONTINUOUS OR ACOUSTIC SEALANT IN ALL

VOIDS ABOVE TRACK ON BOTH SIDES OF

PARTITION.

STRUCTURE ABOVE

SUBSTRATE [1] SIDE SUBSTRATE [2] SIDE

FULL HEIGHT 1/2" PLYWOOD SHEATHING BETWEEN

STUDS (ON BATHROOM SIDE OF WALL ONLY)

BLOCKING AS RERQUIRED FOR PLYWOOD SHEATHING

WALL BASE - SEE FINISH SCHEDULE

FINISHED FLOOR - SEE SCHEDULE

(1) LAYER GYPSUM BOARD, BACKER BOARD,

AND/OR FIRE RATED PLYWOOD

CEILING SEE ROOM FINISH SCHEDULE FOR

TYPE AND LOCATION

STRUCTURE ABOVE

RIGID INSULATION

SUBSTRATE [1] SIDE SUBSTRATE [2] SIDE

EXISTING CONTRUCTION

VARIES - SEE BELOW

2 X 4 BOTTOM PLATE

CONTINUOUS OR ACOUSTIC SEALANT IN ALL

VOIDS ABOVE TRACK ON BOTH SIDES OF

PARTITION.

2 X 4 WOOD STUDS AT 16" O.C.

1 1/2"

FULL HEIGHT 1/2" PLYWOOD SHEATHING BETWEEN

STUDS (ON BATHROOM SIDE OF WALL ONLY)

BLOCKING AS RERQUIRED FOR PLYWOOD SHEATHING

WALL TILE

FINISHED FLOOR - SEE SCHEDULE

(1) 1/2" BACKER BOARD

FULL HEIGHT SOUND

ATTENUATION BLANKET

CEILING SEE ROOM FINISH SCHEDULE FOR

TYPE AND LOCATION

SLIP HEAD CONNECTION AT HEAD

STRUCTURE ABOVE

SUBSTRATE [1] SIDE SUBSTRATE [2] SIDE

(1) LAYER MOISTURE RESISTANT GYPSUM BOARD

CONTINUOUS POLYETHYLENE

MEMBRANE

2 X 4 BOTTOM PLATE

2 X 4 TOP PLATE - EXTEND STUDS TO

UNDERSIDE OF EXISTING STRUCTURE ABOVE

WALL BASE - SEE FINISH SCHEDULE

FULL HEIGHT 1/2" PLYWOOD SHEATHING BETWEEN

STUDS (ON BATHROOM SIDE OF WALL ONLY)

BLOCKING AS RERQUIRED FOR PLYWOOD SHEATHING

(2) LAYER 5/8" TYPE-X GYPSUM WALL

BOARD

CEILING SEE ROOM FINISH SCHEDULE FOR

TYPE AND LOCATION

WALL BASE - SEE SCHEDULE

FINISHED FLOOR - SEE SCHEDULE

3 1/2" MINERAL WOOL

INSULATION

2 X 4 WOOD STUD AT 16" O.C.

CONTINUOUS OR ACOUSTIC SEALANT IN ALL

VOIDS ABOVE TRACK ON BOTH SIDES OF

PARTITION.

STRUCTURE ABOVE

SUBSTRATE [1] SIDE -

SHAFT INTERIOR

SUBSTRATE [2] SIDE

(2) LAYER 5/8" TYPE-X GYPSUM WALL

BOARD

2 X 4 DOUBLE TOP PLATE

2 X 4 BOTTOM PLATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:5

P M

GI002

PARTITION TYPES AND NOTES

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

P. TYPICAL PARTITION

P5 - 2 X 6 WOOD STUD (1) 5/8" GYPSUM BOARD 3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - -

P4 6 3/4" (1) 5/8" GYPSUM BOARD 2 X 6 WOOD STUD (1) 5/8" GYPSUM BOARD 3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - 44

P3 5 1/2" (1) 5/8" GYPSUM BOARD 2 X 4 WOOD STUD

(1) 5/8" GYPSUM BOARD

(1) 3/4" FIRE RATED

PLYWOOD

3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - -

P2 4 1/8" - 2 X 4 WOOD STUD (1) 5/8" GYPSUM BOARD 3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - -

P1 4 3/4" (1) 5/8" GYPSUM BOARD 2 X 4 WOOD STUD (1) 5/8" GYPSUM BOARD 3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - 44

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT STUD SPACING

FIRE

RATING

UL STC

F. FURR-OUT PARTITION

F5 2 7/8" 1'-0" AIR GAP 2 X 4 WOOD STUD

(1) 5/8" GYPSUM BOARD

(1) 3/4" FIRE RATED

PLYWOOD

1 1/2" RIGID INSULATION 16" O.C. -- -- --

F4 2 1/8" -- 2 X 4 WOOD STUD (1) 5/8" GYPSUM BOARD 1 1/2" RIGID INSULATION 16" O.C. -- -- --

F3 2 7/8" 1" AIR GAP 2 X 4 WOOD STUD

(1) 5/8" GYPSUM BOARD

(1) 3/4" FIRE RATED

PLYWOOD

1 1/2" RIGID INSULATION 16" O.C. -- -- --

F2 2 1/2" 1" AIR GAP 2 X 4 WOOD STUD

(1) 1/2" BACKER BOARD

(1) 1/2" WALL TILE

1 1/2" RIGID INSULATION 16" O.C. -- -- --

F1 2 1/8" 1" AIR GAP 2 X 4 WOOD STUD (1) 5/8" GYPSUM BOARD 1 1/2" RIGID INSULATION 16" O.C. -- -- --

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT STUD SPACING

FIRE

RATING

UL STC

T. TILE PARTITION

T2 5 1/8"

(1) 5/8" MOISTURE

RESISTANT GYPSUM

BOARD

COLD FORMED METAL

(1) 1/2" BACKER BOARD

(1) 1/2" WALL TILE

3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - 44

T1 4 1/2" - COLD FORMED METAL

(1) 1/2" BACKER BOARD

(1) 1/2" WALL TILE

3 1/2" SOUND ATTENUATION BLANKET 16" O.C. - - 44

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT STUD SPACING

FIRE

RATING

UL STC

A. REFER TO GI000 FOR GENERAL NOTES.

B. REFERENCE FLOOR PLANS FOR PARTITION TYPE LOCATION.

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

MECHANICAL, ELECTRICAL, AND PLUMBING WORK.

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

NUMBERS LISTED.

E. LABEL ALL RATED PARTITIONS ABOVE CEILING WITH PLAQUE OR STENCILED SIGN READING: "(SMOKE BARRIER/ FIRE

BARRIER/ SMOKE RESISTIVE) : SEAL AND PROTECT ALL OPENINGS". REFER TO PARTITION SCHEDULE ON THIS SHEET

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

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

G. PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE PERIMETER OF ALL FIRE RATED WALLS AND CHASES, INCLUDING

THE TOP, BOTTOM, AND SIDE EDGES ON BOTH SIDES OF WALL.

H. ROUGH OPENING FRAMING CONFIGURATIONS DEPICTED BY THE FRAME OF THE WALL ROUGH OPENING DIAGRAM ARE

BASED ON COLD FORMED METAL STUD FRAMED WALL PARTITIONS AND ARE CONCEPTUAL IN NATURE - REFER TO

ENLARGED DETAILS FOR FURTHER CONTEXT.

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

OPPOSITE FACE OF WALLS.

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

HUNG EQUIPMENT.

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

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

L. PROVIDE MOISTURE RESISTIVE GYPSUM BOARD SHEATHING IN ALL AREAS THAT ARE PRONE TO HIGH HUMIDITY SUCH

AS BATHROOMS, KITCHENS, LAUNDRY ROOMS OR OTHER AREAS WITH PLUMBING FIXTURES.

M. PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP, SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-RATED GYPSUM BOARD PARTITIONS SCHEDULED TO RECEIVE SOUND ATTENUATION BLANKETS.

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

CLEARANCE AT PERIMETER OF MECHANICAL DUCTWORK.

O. PLACE SOUND ATTENUATION BATTS (SAB) IN ALL PARTITIONS THAT ENCLOSE A ROOM UNLESS NOTED OTHERWISE.

P. WHERE WALL TYPE GRAPHICS DEPICT REINFORCED CONCRETE OR MASONRY UNIT CONSTRUCTION, REINFORCING

SYMBOLS ARE OMITTED FOR CLARITY. REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT DESIGN.

Q. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1"

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

BRIDGING 12" MINIMUM FROM THE TOP OF THE STUDS.

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

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

GENERAL PARTITION NOTES

S. SHAFT PARTITION

S1 6"

(2) LAYER 5/8" TYPE-X

GYPSUM WALL BOARD

2 X 4 WOOD STUD

(2) LAYER 5/8" TYPE-X

GYPSUM WALL BOARD

3 1/2" MINERAL WOOL

INSULATION

3 1/2" 12" O.C. 2 HR U301 58

NUMBER

WALL

THICKNESS

SUBSTRATE [1] CORE STRUCTURE SUBSTRATE [2] INSULATION / BATT

STUD

SIZE

STUD SPACING

FIRE

RATING

UL STC

M

IN

FRONT APPROACH, PUSH SIDE

M

IN

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

M

IN

12" MIN

M

IN

HINGE APPROACH, PULL SIDE

36" MIN

M

IN

HINGE APPROACH, PULL SIDE

42" MIN

HINGE APPROACH, PUSH SIDE

M

IN

22" MIN

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

M

IN

22" MIN 48

M

IN

LATCH APPROACH, PULL SIDE

24" MIN 54

M

IN

LATCH APPROACH, PULL SIDE, DOOR PROVIDED

WITH CLOSER

24" MIN

LATCH APPROACH, PUSH SIDE

M

IN

24" MIN

LATCH APPROACH, PUSH SIDE, DOOR

PROVIDED WITH CLOSER

M

IN

24" MIN

18" MIN

FRONT APPROACH, PULL SIDE

RECESSED DOOR/ GATE (RECESSED

GREATER THAN 8"

M

IN

M

IN

18" MIN

12"

FINISH FLOOR

FINISH FLOOR

CARPET

1:2 SLOPE MAX

1:2 SLOPE MAX

DOOR

1/ 4"

1/ 2"

1/ 4"

1/ 4"

M A

X

1/ 2"

M A

X

1/ 2"

M A

X

FINISH FLOOR

FRONT APPROACH

M

IN

M

IN

SIDE APPROACH

22" MIN

POCKET OR HINGE APPROACH

M

IN

STOP OR LATCH APPROACH

24" MIN

M

IN

30" MIN

M

IN

CLEAR FLOOR OR GROUND CLEARANCE

30" MIN

M

IN

FORWARD APPROACH

48" MIN

M

IN

PARALLEL APPROACH

60" MIN

X

CLEARANCE, ALCOVE, PARALLEL APPROACH

36" MIN

X

CLEARANCE, ALCOVE, FORWARD APPROACH

M

IN

1/

2"

1 1/2" MIN

NOMINAL DIM. 1 1/4"

DIA MIN - 1 1/2" DIA

MAX, TYP

SURFACE-MOUNTED HANDRAIL

SECTION

ABSOLUTE

1 1/2"

3" MAX

1/

2" M

IN

1'

-6

M

IN

RECESSED HANDRAIL SECTION

HANDRAIL NOTES

1. HANDRAIL ENDS SHALL BE RETURNED SMOOTHLY TO A WALL, GUARD, LANDING

SURFACE OR CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP.

2. HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO

SHARP CORNERS AND UNINTERRUPTED. EDGES SHOULD HAVE A 1/8" RADIUS.

3. WALLS OR OTHER SURFACES ADJACENT TO THE HANDRAILS SHALL BE FREE OF

SHARP OR ABRASIVE ELEMENTS.

M

IN

25" MAX

SIDE VIEW

PLAN

FINISH

FLOOR

8" MIN

11" MIN

M

IN

9" M

IN

ELEMENT

ELEMENT

4" MAX

X

7"

M

IN

PROTRUDING

OBJECTS

M

IN

M A

X

UNOBSTRUCTED FORWARD APPROACH OBSTRUCTED HIGH FORWARD APPROACH

>20" - 25" MAX

M A

X

M A

X

M

IN 48

M

A X

10" MAX

M A

X

M A

X

10" MAX

UNOBSTRUCTED SIDE APPROACH OBSTRUCTED HIGH SIDE APPROACH

M A

X

M A

X

>10" - 24" MAX

20" MAX

18" MIN

M

IN

CENTERED ON

TACTILE CHARACTERS

9" M

IN

M

IN

17" - 25"

SIDE VIEW

PLAN

6" MAX

FINISH FLOOR

ELEMENT

ELEMENT

30"

CIRCULAR TURNING SPACE

6" MAX 8" MIN

9" M

IN

M

IN

15" MIN 5" MAX

M A

X

FRONT VIEW SIDE VIEW

NOTE:

1. LOW SPOUT OUTLET SHALL BE 36" MAX

AFF / GROUND; 27" MIN. CLEAR TO

UNDERSIDE OF FIXTURE

2. HIGH SPOUT OUTLET SHALL BE 38" MIN

AFF / GROUND AND 43" MAX AFF

LOW SPOUT

OUTLET

HIGH SPOUT

OUTLET

ALCOVE INSTALLATION

30"X48" APPROACH

SPACE

M A

X

M

IN

ACCESSIBLE

DRINKING

FOUNTAIN

STANDING

DRINKING

FOUNTAIN

M A

X

9" M

IN

48" MIN

M

IN

M

IN

R E

F E

R T

O P

LA

N

S

15" MIN

PLAN VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:5

P M

GI003

ACCESSIBILITY REQUIREMENTS

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

12" = 1'-0"

ACCESSIBILITY SYMBOL

1/4" = 1'-0"

ACCESSIBLE SWING DOOR CLEARANCES

3" = 1'-0"

CHANGE OF ELEVATION

1/4" = 1'-0"

DOORWAY CLEARANCES

3/8" = 1'-0"

GROUND AND FLOOR CLEARANCE

1/2" = 1'-0"

HANDRAIL REQUIREMENTS

1/2" = 1'-0"

KNEE CLEARANCE

3/8" = 1'-0"

PROTRUDING OBJECTS CLEARANCE

1/4" = 1'-0"

REACH RANGE

1/2" = 1'-0"

TACTILE SIGN LOCATION AT DOORS

1/2" = 1'-0"

TOE CLEARANCE

1/4" = 1'-0"

TURNING SPACE

1/2" = 1'-0"

DRINKING FOUNTAIN CLEARANCE

15" MIN 3

M A

X

R E

F L E

C T

E D

S U

R F

A C

E

M A

X

M A

X

M

IN

SIDE VIEWFRONT VIEW

M

IN

6" MAX

MIRROR

LAVATORY

1'-3" MIN

M

IN

30" MIN

INSULATE EXPOSED PIPING

M A

X

M

IN

M

IN

6"

1"

KNEE CLEARANCE

RISES FROM 9" AT 6:1

30"X48" APPROACH

SPACE

11" MIN

KNEE CLEARANCE 6:1

RISE RATE

M A

X

48" MIN

30"X48"

APPROACH

3"

TOE CLEARANCE

KNEE

CLEARANCE

KNEE CLEARANCE

25" MAX

17" MIN

TOE CLEARANCE

PLAN

M A

X

M

IN

SOAP DISPENSER

SURFACE

COMBINATION PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE

M A

X

DIAPER CHANGING

STATION

M A

X

M

IN

P R

E F

E R

R E

D H

E

IG

H T

M A

X

MIRROR

EXAMPLE

R E

Q U

IR

E

D A

C C

E S

S

IB

L E

M A

X

R E

Q U

IR

E

D A

C C

E S

S

IB

L E

M

IN

P R

E F

E R

R E

D H

E

IG

H T

P R

E F

E R

R E

D H

E

IG

H T

P R

E F

E R

R E

D H

E

IG

H T

25" MAX

SANITARY NAPKIN

DISPOSAL

P R

E F

E R

R E

D H

E

IG

H T

M A

X

M

IN

M

IN

P R

E F

E R

R E

D H

E

IG

H T

TOILET PAPER

DISPENSER

7"- 9"

C E

N T

E R

L

IN

E O

F

D

IS

P E

N S

E R

U N

IT

F R

O N

T O

F T

O

IL

E T

M

IN

M A

X

M

IN

SANITARY NAPKIN

DISPOSAL

MAINTAIN SIDE GRAB BAR

CLEARANCES IN BOTH WHEELCHAIR

ACCESSIBLE AND AMBULATORY

ACCESSIBLE WATER CLOSETS

12" MIN 24" MIN

36" MIN

16"- 18"

TRANSFER SIDE

M A

X

SIDE VIEWFRONT VIEW

NO MOUNTED ITEMS

BEHIND GRAB BAR

MOUNT BELOW GRAB

BAR IF POSSIBLE

39"-41"

54" MIN

42" MIN12" MAX

17"-19"

AMBULATORY

ACCESSIBLE WATER

CLOSET

WHEELCHAIR

ACCESSIBLE WATER

CLOSETS

16"-18"

3'-0" MIN 5'-0" MIN

2"

'-8

M

IN

GRAB BARS REQUIRED

IN ALL STALLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:5

P M

GI004

ACCESSIBILITY REQUIREMENTS

05/30/2025 SS CC

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

1/2" = 1'-0"

ACCESSIBLE LAVATORY CLEARANCE

1/2" = 1'-0"

TOILET FIXTURES AND ACCESSORIES

1/2" = 1'-0"

WHEELCHAIR ACCESSIBLE WATER CLOSET CLEARANCES

1/2" = 1'-0"

WATER CLOSET TYPE REQUIREMENTS

EXIT SIGN (WITH DIRECTIONAL ARROWS)

FULLY RECESSED FIRE EXTINGUISHER CABINET

AUTOMATIC ELECTRONIC DEFIBRILLATOR

FIRE DEPARTMENT CONNECTION

COMMON PATH

TRAVEL DISTANCE

AED

FE-1

FDC

SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FE

LOBBY

MEN'S

TOILET

110A

TOILET

111A

TOILET

TOILET

DRESSING ROOM

STAGE

AUDITORIUM

CORRIDOR

101A

BOOTH

101B

CORRIDOR

101C

BOOTH

101D

UP

UP

DN

DN

DN

UP

DN

UP

UP

UP

DN

DN

DN

UP

STORAGE

DRESSING ROOM

CORRIDOR

WOMEN'S

DN

MECHANICAL

110B

MECHANICAL

111B

EXIT TRAVEL DISTANCE

75'-0"

FE-A

FE-B

FE-C

FE-A

F E

-1

UP

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

70" / 0.22 = 318 OCCUPANTS

DOOR EXIT CAPACITY:

40" / 0.22 = 182 OCCUPANTS

DOOR EXIT CAPACITY:

73" / 0.22 = 331 OCCUPANTS

1:

S

LO

P E 1:

S

LO

P E

1:

S

LO

P E

DN

" 4' - 10"

4' - 10"

3' - 0"

3' - 0"

4' - 6"

(MAINTENANCE STAIR USE ONLY)

STAIR EXIT CAPACITY:

30" / 0.3 = 100 OCCUPANTS

OCCUPANCY LOAD

ASSEMBLY - LESS CONCENTRATED

15 NSF

OCCUPANCY LOAD

ASSEMBLY - STAGE 15 NSF

OCCUPANCY LOAD

ASSEMBLY - FIXED SEATING

OCCUPANCY LOAD

ASSEMBLY - WAITING

5 NSF

LOBBY

BALCONY

MECH/ELEC

TOILET

TOILET

DRESSING ROOM

DN

DN

DN

UP

DN

DN

DN

DN

DN

DN

DN

DN

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

EXIT TRAVEL

DISTANCE 112'-0"

FE-B

FE-B

DN

FE-C

DN

DOOR EXIT CAPACITY:

36" / 0.22 = 164 OCCUPANTS

DOOR EXIT CAPACITY:

36" / 0.22 = 164 OCCUPANTS

STAIR EXIT CAPACITY:

44" / 0.3 = 147 OCCUPANTS

STAIR EXIT CAPACITY:

44" / 0.3 = 147 OCCUPANTS

STAIR EXIT CAPACITY:

49" / 0.3 = 163 OCCUPANTS

STAIR EXIT CAPACITY:

49" / 0.3 = 163 OCCUPANTS

STAIR EXIT CAPACITY:

41" / 0.3 = 137 OCCUPANTS

STAIR EXIT CAPACITY:

41" / 0.3 = 137 OCCUPANTS

STAIR EXIT CAPACITY:

42" / 0.3 = 140 OCCUPANTS

OCCUPANCY LOAD

ASSEMBLY - LESS CONCENTRATED

15 NSF

OCCUPANCY LOAD

ASSEMBLY - FIXED SEATING

OCCUPANCY LOAD

ASSEMBLY - WAITING

5 NSF

OCCUPANCY LOAD

ASSEMBLY - LIGHTING & ACCESS

100 NSF

MECH/ELEC ROOM

MECH/ELEC ROOM

MECH/ELEC ROOM

ELECTRICAL ROOM

ORCHESTRA PIT

UP

UP

UP

CRAWL SPACE

E X

IT

T

R A

V E

L D

IS

T

A N

C E

8' -0

F E

-C

FE-C

STAIR EXIT CAPACITY:

42" / 0.3 = 140 OCCUPANTS

STAIR EXIT CAPACITY:

28" / 0.3 = 93 OCCUPANTS

OCCUPANCY LOAD

ASSEMBLY - LESS CONCENTRATED

15 NSF

OCCUPANCY LOAD

STORAGE

500 GSF

IT CLOSET

003A

EMERG ELEC ROOM

006PROJECTOR BOOTH

DN

EXIT TRAVEL

DISTANCE 114'-0"

FE-C

STAIR EXIT CAPACITY:

41" / 0.3 = 137 OCCUPANTS

STAIR EXIT CAPACITY:

49" / 0.3 = 163 OCCUPANTS

OCCUPANCY LOAD

ASSEMBLY - LIGHTING & ACCESS

100 NSF

A-3 USE

(ASSEMBLY)

WATER CLOSETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS 1 SERVICE SINK

CODE TABLE

MALE FEMALE

1 PER 500

1 PER 200

1 PER 125 1 PER 65

1 SERVICE SINK

REQUIRED

MALE FEMALE

3 6

1 SERVICE SINK

PROPOSED

MALE FEMALE

2+1 URINAL 3

UNISEX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:1

P M

GI005

LIFE SAFETY PLAN

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

CODE SUMMARY

PROJECT DESCRIPTION AND PURPOSE

THE PURPOSE OF THE PROJECT IS TO RESTORE THE HISTORIC BUILDING 35 THEATER BUILDING TO BE IN USABLE CONDITION. THE DESIGN TEAM WILL ASSESS THE EXISTING CONDITIONS AND EXISTING DOCUMENTS TO DETERMINE THE EXTENT OF REPAIR NEEDED. THE EXTERIOR BRICK, STONE, WOODWORK, SLATE ROOF, MEMBRANE ROOF, WINDOWS, AND DOORS AND MEP SYSTEMS WILL BE REVIEWED AND REPAIRED AS NEEDED. THE USE OF THE BUILDING WILL BE FOR MINOR LOCAL STAGE PROJECTION, CONFERENCES, AND PRESENTATIONS. TOURING “BROADWAY” (OR SIMILAR) PRODUCTIONS WILL NOT BE A USE FOR THE SPACE.

WITH BROADWAY PERFORMANCES IT IS ASSUMED THAT THE USE OF PYROTECHNICS, WATER, SUSPENDED PERSON, ETC. IS TYPICAL IN THOSE TYPES OF PRODUCTIONS AND THIS WILL NOT BE USED WITH THIS SPACE, AS THAT IS THE DIRECTION FROM THE VA. THIS PROJECT WAS ORIGINALLY CONSTRUCTED AS A THEATER USE AND WILL REMAIN A THEATER USE INDICATING THAT THIS IS NOT A CHANGE OF USE OR CONSTRUCTION TYPE. THE PROJECT WILL BRING THE SPACE UP TO CODE COMPLIANCE FOR

ACCESSIBILITY THROUGHOUT THE THEATER EXCLUDING THE SECOND-FLOOR BALCONY AREA.

THE EXISTING LOBBY AREAS, BOTH FIRST AND SECOND FLOORS, WILL FUNCTION AS ORIGINALLY INTENDED, TEMPORARY STANDING/ COMMUNICATION SPACES BEFORE, BETWEEN, AND DURING THE EXISTING OF ALL THEATER SHOWS. THERE WILL NEVER BE A SITUATION WHERE THE THEATER IS AT MAXIMUM CAPACITY ALONG WITH MAXIMUM CAPACITY AT BOTH LOBBIES.

THESE LOBBIES ARE SIMPLY TRANSITION SPACES FOR THE OCCUPANTS ALREADY ACCOUNTED FOR IN THE AUDITORIUM SEATING

AREAS.

AUTHORITY HAVING JURISDICTION:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA CODES, STANDARDS AND EXECUTIVE ORDERS

NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION.

THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE.

FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS

APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

APPLICABLE CODES & STANDARDS

• NFPA 101 LIFE SAFETY CODE, 2024

• NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION, 2024

• INTERNATIONAL BUILDING CODE, 2024

• OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• NFPA 70, NATIONAL ELECTRIC CODE, 2023

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

• INTERNATIONAL PLUMBING CODE, 2021

• NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2025

• ASHRAE 90.1, ENERGY STANDARD; 2013 AND 2016

• NFPA 90A STANDARD FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING SYSTEMS, 2024

• NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS, 2024

• NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2025

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE

DESIGN GUIDE (PG-18-13), AMERICAN DISABILITY ACT 2010

• VA SUSTAINABLE DESIGN MANUAL

• PHYSICAL SECURITY RESILIENCY DESIGN MANUAL, 2024

• VA PHYSICAL SECURITY DESIGN STANDARDS DATA DEFINITIONS

• VA SEISMIC DESIGN REQUIREMENT

• VA HVAC DESIGN MANUAL (REVISED 2022)

• VA FIRE PROTECTION DESIGN MANUAL (9TH EDITION)

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, A 17.1, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

PSRDM RISK CATEGORY (PHYSICAL SECURITY RESILIENCY DESIGN MANUAL, 2024)

PROPOSED BUILDING ANCILLARY

SEISMIC DESIGN CATEGORY (VA SEISMIC DESIGN REQUIREMENT)

PROPOSED BUILDING CATEGORY B

BUILDING GROSS SQUARE FEET

BASEMENT FLOOR 2,990 GSF

FIRST FLOOR 8,290 GSF

BALCONY FLOOR 3,753 GSF

SECOND FLOOR 898 GSF

PROJECTOR FLOOR 189 GSF

TOTAL 16,120 GSF

USE GROUP CLASSIFICATIONS (NFPA 101, SECTION 13.1.2)

EXISTING ASSEMBLY (A-3)

PROPOSED ASSEMBLY (A-3)

TYPE OF CONSTRUCTION (NFPA 220, TABLE 4.1.1)

EXISTING TYPE III (200)

PROPOSED TYPE III (200)

BUILDING HEIGHT & AREA LIMITATIONS - FULLY SPRINKLERED

EXISTING (NO CHANGE) 2

EXISTING (NO CHANGE)

BASEMENT FLOOR 2,990 GSF

FIRST FLOOR 8,290 GSF

BALCONY FLOOR 3,753 GSF

SECOND FLOOR 898 GSF

PROJECTOR FLOOR 189 GSF

TOTAL 16,120 GSF

OCCUPANCY LOAD (NFPA 101, SECTION 7.3.1.2)

ASSEMBLY 15 NSF

ASSEMBLY (FIXED SEATING) NUMBER OF FIXED SEATS

ASSEMBLY - STAGE 15 NSF

ASSEMBLY - LESS CONCENTRATED 15 NSF

WAITING SPACES 5 SF (NFPA 101, SECTION 13.1.7.1.1)

STORAGE (LESS THAN 10%) 500 GSF

LIGHTING AND ACCESS 100 NSF

AREA TOTAL OCCUPANTS PER SPACE

BASEMENT FLOOR 2,990 / 500 = 5.98 6

FIRST FLOOR BACK OF HOUSE 558 / 15 = 37.2 37

FIRST FLOOR STAGE 1,777 / 15 = 118.46 118

FIRST FLOOR AUDITORIUM 302 FIXED SEATS (INCLUDING ADA) 302

FIRST FLOOR ORCHESTRA PIT 202 / 15 = 13.46 13

FIRST FLOOR LOBBY 701 / 5 = 140.2 140

SECOND FLOOR BACK OF HOUSE 534 / 15 = 35.6 36

SECOND FLOOR MECHANICAL 160 / 500 = 3.12 3

BALCONY FLOOR 252 FIXED SEATS 252

BALCONY LOBBY 472 / 5 = 94.4 94

PROJCTOR FLOOR 173 / 100 = 1.7 2

TOTAL OCCUPANTS PER SPACE 1,003

TOTAL ACTUAL OCCUPANTS* 769

*OCCUPANCY OF THE FIRST FLOOR LOBBY AND BALCONY LOBBY WILL NOT BE OCCUPIED AT THE SAME TIME AS THE REST OF

THE FACILITY.

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (NFPA 220 TABLE 4.1.1)

EXISTING/ PROPOSED

EXTERIOR BEARING WALLS 2-HOUR RATING

INTERIOR BEARING WALLS 2-HOUR RATING

COLUMNS 2-HOUR RATING

BEAMS, GIRDERS, TRUSSES, AND ARCHES 0 HOUR RATING

FLOOR-CEILING CONTRUCTION 0-HOUR RATING

ROOF-CEILING CONSTRUCTION 0-HOUR RATING

INTERIOR BEARING WALLS 0-HOUR RATING

EXTERIOR NONBEARING WALLS 0-HOUR RATING

WALLS AND CEILING FINISHES

ALL INTERIOR FINISHES SHALL MEET THE REQUIREMENTS FOR A FULLY-SPRINKLERED, (A-3) USE GROUP

MEANS OF EGRESS (NFPA 101, SECTION 13.2.4.3)

EXISTING

MINIMUM NUMBER OF EXITS

ABOVE GROUND LEVELS 3 REQUIRED

PROPOSED ASSEMBLY USE SPACES WITH ANCILLARY SPACES

ABOVE GROUND LEVELS

FIRST FLOOR 9 PROVIDED

(INCLUDING LOBBY, AUDITORIUM, ORCHESTRA PIT, BACK OF HOUSE, AND STAGE)

BALCONY FLOOR 4 PROVIDED

(INCLUDING LOBBY AND MECHANCIAL ROOM)

BASEMENT FLOOR 1 PROVIDED*

*THE MECHANICAL AREA ONLY REQUIRES 1 MEANS OF EGRESS. ORCHESTRA PIT OCCUPANTS WILL HAVE A NEW EXIT

STAIR. PER NFPA 101 CHAPTER 42, SECTION 42.2.4.1.

EXIT DOORS (NFPA 101, 13.2.2.2)

ALL EXIT DOORS SHALL BE EASILY OPENABLE FROM THE EXIT SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR

EFFORT. ALL EXIT DOORS ARE EQUIPPED WITH PUSH BAR PANIC HARDWARE.

EGRESS CAPACITY OCCUPANT LOAD (NFPA 101, TABLE 13.2.3.2)

EGRESS CAPACITY FACTOR STAIRS 0.3 INCH

DOORWAYS 0.22 INCH

REFER TO LIFE SAFETY PLANS ON THIS SHEET FOR OCCUPANT NUMBERS FOR STAIRS AND EGRESS DOORS.

MINIMUM WIDTH OF DOOR CLEARANCE

REQUIRED = 32” MIN.

PROVIDED = 34" MIN. (FOR ALL SINGLE DOORS)

NEW AISLE STAIRS (NFPA 101, 13.2.5.8.6)

PROPOSED RISER = 6.5

PROPOSED RUN = 11"

HANDRAILS (NFPA 101, 7.2.2.4)

ALL PROPOSED HANDRAILS/ GUARDS MEET THE REQUIRMENTS OUTLINED IN NFPA 101, SECTION 7.2.2.4.5. SEE DRAWINGS

FOR ADDITIONAL DETAILS ON HEIGHTS, LENGTH, AND GRASPABILITY (1 1/4" DIA).

-ALL PROPOSED AND EXISTING STAIRS CONSTRUCTUED WITH HANDRAILS ON BOTH SIDES, CONTINUOUS.

-ALL PROPOSED RAMPS ARE CONSTRUCTED WITH HANDRAILS/ GUARDS ON BOTH SIDES, CONTINUOUS BETWEEN

LANDINGS.

ALL EXISTING HANDRAILS ARE TO REMAIN

NEW EXTERIOR RAMPS (NFPA 101, 13.2.2.6 & TABLE 7.2.5.3(a))

PROPOSED SLOPE = 1:12 WITH MAXIMUM RISE NOT TO EXCEED 30"

COMMON PATH OF EGRESS TRAVEL DISTANCE (NFPA 101, 13.2.5.2)

REQUIRED = 20' MAX

PROVIDED BASEMENT FLOOR = 0’-0” (SINGLE EXIT ONLY REQUIRED)

PROVIDED FIRST FLOOR = 0’-0” (TWO EXITS VISIABLE AT ALL ASSEMBLY AREAS)

PROVIDED BALCONY = 0’-0” (TWO EXITS VISIABLE AT ALL ASSEMBLY AREAS)

PROVIDED PROJECTOR FLOOR = (SINGLE EXIT ONLY REQUIRED)

EXIT ACCESS TRAVEL DISTANCE (NFPA 101, TABLE 13.2.6.2 (1))

REQUIRED = 250' MAX (FULL SUPRESSED)

PROVIDED LOWER LEVEL = 158’-0”

PROVIDED FIRST FLOOR = 75’-0”

PROVIDED BALCONY FLOOR = 112’-0”

PROVIDED PROJECTOR FLOOR = 114’-0”

DEAD END CORRIDORS (NFPA 101, 13.2.5.3)

REQUIRED = 20' MAX

PROJECT HAS NO DEAD-END CORRIDORS

MINIMUM CORRIDOR WIDTH

REQUIRED = 44" REQUIRED

PROVIDED = 48" MINIMUM.

EXIT DISCHARGE

EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL

PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE.

DOOR OPERATIONS

ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL

KNOWLEDGE OR EFFORT.

ACCESSIBILITY REQUIREMENTS

A. THE PROPOSED ALTERATION COMPLIES WITH THE REQUIREMENTS OF ADA. THE ROUTE TO THE AREA OF PRIMARY

FUNCTION SHALL BE ACCESSIBLE AND THE AMENITIES SERVING THE PRIMARY FUNCTION SHALL BE ACCESSIBLE.

B. ALL NEW RESTROOM FACILITIES, INCLUDING DRINKING FOUNTAINS ARE FULLY COMPLIANT WITH ACCESSIBILITY

REQUIREMENTS.

C. WITHIN THE ALTERATION SPACE, ALL NEW DOORS SHALL RECEIVE LEVER HANDLES AND PUSH BAR PANIC

HARDWARE AT ALL EGRESS DOORS.

FIRE PROTECTION SYSTEMS

EXISTING

FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13

AUTOMATIC WET STANDPIPES EXISTING

PROPOSED

FIRE ALARM SYSTEM WITH VOICE EVACUATION THROUGHOUT IN ACCORDANCE WITH NFPA 72.

PROPOSED

PORTABLE FIRE EXTINGUISHERS IN COMPLIANCE WITH NFPA 10 FOR CLASS A. EXTINGUISHER INSTALLED ALL WITHIN 75’ OF

TRAVEL.

PROVIDED

BASEMENT FLOOR 2

FIRST FLOOR 5

BALCONY FLOOR 3

PROJECTOR FLOOR 1

TOTAL 11

ENERGY CODE COMPLIANCE

ENERGY CODE COMPLIANCE IS IN ACCORDANCE WITH ASHRAE 90.1, PER THE 2018

INTERNATIONAL ENERGY CONSERVATION CODE THE COMPLIANCE PATH IS ENVELOPE TRADE OFF (USING ENERGY

MODELING)

PLUMBING FIXTURE COUNT (IBC SECTION 2902, TABLE 2902.1)

BASED ON 770 OCCUPANTS SPLIT EVENLY BETWEEN MALE AND FEMALE

LIFE SAFETY LEGEND

3/32" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

3/32" = 1'-0"

BALCONY & SECOND FLOOR LIFE SAFETY PLAN

3/32" = 1'-0"

BASEMENT LIFE SAFETY PLAN

3/32" = 1'-0"

PROJECTOR BOOTH LIFE SAFETY PLAN

32.01

32.03

32.03

32.03

32.01

BUILDING 16

CONTRACTOR

LAYDOWN AREA

BUILDING 35

M E

M O

R

IA

L A

V E

1.21

1.21

3.24

1.21

1.22

32.01

32.01

32.01

BUILDING NOT IN PROJECT SCOPE

1.23

1.23

1.24

LEGEND

CONTRACTOR SITE FENCE - SEE CIVIL DRAWINGS

TEMPORARY ACCESS ROAD

GENERAL NOTES

A. CONTRACTOR IS RESPONSIBLE FOR ANY PHASING COORDINATION WITH COR PRIOR TO START OF THE WORK.

B. PEDESTRIAN ACCESS AND EGRESS MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

C. ANY AND ALL DAMAGE TO EXISTING LAWNS, TREES, VEGETATION, HARDSCAPES, STREETSCAPES, CONCRETE, OR

OTHER EXISTING ITEMS OUTSIDE THE PROJECT SCOPE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR IN

KIND BEFORE THE PROJECT'S COMPLETION.

D. SEE DEMOLITION AND NEW WORK PLANS FOR PROJECT SPECIFICS.

E. SEE CIVIL DRAWINGS FOR SITE WORK.

F. SEE CIVIL DRAWINGS FOR ALL NEW PAVEMENT STRIPING AND MARKING.

G. THE CONTRACTOR MUST SECURE THE SITE WITH PERIMETER FENCING AND IS RESPONSIBLE FOR ITS MAINTENANCE.

SIZE AND AREA OF CONTRACTOR LAYDOWN DO BE ABROVED BY THE VA PRIOR TO CONSTRUCTION. COORDINATE WIH

THE COR.

H. COORDINATE ALL CONTRACTOR PARKING WITH THE VA PRIOR TO PROJECT ROLLOUT.

I. CONTRACTOR TO MAINTAIN NORMAL TRAFFIC PATTERNS UNLESS RECIVING APPROVAL FROM THE VA AND

COORDINATED WITH THE COR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:2

:2

P M

GI006

SITE AND CONSTRUCTION

LAYDOWN PLAN

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

DRAWING NOTES:

1.21 PROTECT ALL EXISTING TRESS OUT TO DRIP LINE - NO WORK TO HAPPEN IN OR AROUND EXISTING TREES

1.22 TEMPORARY ACCESS ROAD FOR BUILDING 16 - COORDINATE WITH COR PRIOR TO CONSTRUCTION.

1.23 CONTRACTOR TO REPLACE SECTION OF SIDEWALK AT TEMPORARY ROAD ONCE ROAD IS REMOVED. SIDEWALKS TO

MATCH EXISTING

1.24 PROVIDE TEMPORARY ASPHALT CURB SLOPE AT EXISTING CURB. REPLACE SECTION OF CURB ONCE ROAD IS REMOVED.

NEW CURB TO MATCH EXISTING. DOWEL-IN NEW CURB TO EXISTING.

3.24 NEW CONCRETE GENERATOR PAD - SEE CIVIL DRAWINGS

32.01 PAINTED STRIPING - SEE CIVIL DRAWINGS

32.03 EXTERIOR CONCRETE DRIVE. PHASE WORK IN COORDINATION WITH VA COR AND ACCESS REQUIREMENTS TO BUILDING

16 - SEE CIVIL DRAWINGS

TRUE

NORTH

1/16" = 1'-0"

SITE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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

A

R e s to ra ti o n o f B

T h e a te r/ F

F E

M t H o m e

T h e a te r_ B

A

R C

H rv t

/1

/2

:0

:5

P M

GI007

EXTERIOR 3D VIEWS

05/30/2025 SS CD

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

NTS

3D - NORTHEAST

NTS

3D - NORTHWEST

NTS

3D - SOUTHEAST

NTS

3D - SOUTHWEST

CONCRETE SIDEWALK

DOMESTIC WATER LINE

FIRE HYDRANT & VALVE ASSEMBLY

STORM DRAIN PIPE

SANITARY SEWER

SANITARY SEWER MANHOLE (SSMH)

FIRE WATER LINE

CONCRETE CURB

Wx

FW x

SS x

SD x

W

FW

SS

SD

STEAM & CONDENSATE LINE ST

LEGEND

BUILDING

ASPHALT PAVING

DESCRIPTION EXISTING REQ'D DEMOLITION

CONCRETE PAVING

SS x

UNDERGROUND STEAM ST x

X X X

ST x

ROOF DRAIN RD x RD RD x

POINT OF CONNECTION

SPOT ELEVATION

CONTOUR

ABBREVIATIONS LEGEND

ABANDONED

ASPHALTIC CONCRETE

BUILDING

BENCHMARK

TELECOMMUNICATIONS MANHOLE

EXISTING

FIRE HYDRANT

LIGHT POLE

DRAIN MANHOLE

SANITARY SEWER

SEWER MANHOLE

STEAM SUPPORT

EXISTING UNDERGROUND POWER

EXISTING UNDERGROUND COMM

UNDER GROUND

UNKNOWN

WATER

WATER METER

WATER GATE VALVE

ABND

AS

BLDG

BM

TMH

EX OR EXST

FH

LP

DMH

SS

SMH

STEM

EUP

EUC

UG

UNK

W

WM

WV

ABBREVIATION WORD

CLEANOUTCO

ELECTRICAL MANHOLEEMH

730.00 730+00 OR 730.00+ OR

TOP OF CURBTC

BACK OF CURBBC

STEAM MANHOLE St.MH

SMH

LIMITS OF DISTURBANCE LOD

XX.XX

FENCE X X

INVERT ELEVATIONIE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

Au to de sk

D oc s:

//M t H om e

VA

R es to ra tio n of

B

T he at er

/F

FE

_M t H om e

- T he at er

_B

_A R

C H

(2

4) .rv t

CDB BDS

RESTORATION OF BUILDING 35

HISTORIC THEATER

621-24-103

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

1 BID DOCUMENTS 07/01/2025

07/01/2025

BR

ENTSAYERS

RE

GIS

TEREDENGINEER

No . 12 8 4 0 8

COMMERCE

STATE OF TENNE

SS

EE

AGRIC8/T8RE

07/01/2025

C-001

GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS

OR NOT. BEFORE DISRUPTING SERVICE OF ANY UTILITY, THE CONTRACTOR SHALL CONTACT

THE CONTRACTING OFFICER AND THE RESPONSIBLE UTILITY AUTHORITY. DAMAGE TO EXISTING UTILITIES AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT AND AT NO COST TO THE

AFFECTED UTILITY AUTHORITY.

2. UNLESS INDICATED OTHERWISE, EXISTING UTILITIES SHALL REMAIN IN SERVICE AND IN PLACE.

IF RELOCATION OF EXISTING UTILITIES IS FOR THE CONTRACTOR'S CONVENIENCE,

INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE AT THE

CONTRACTOR'S EXPENSE, AND ONLY WITH THE WRITTEN APPROVAL OF THE CONTRACTING

OFFICER. PRIOR TO RELOCATING EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE

THE WORK WITH THE CONTRACTING OFFICER IN ORDER TO MINIMIZE DISRUPTIONS.

3. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL STATE EPA REQUIREMENTS AND

FEDERAL AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, AND

ENVIRONMENTAL QUALITY.

4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS,

BARRICADES, TEMPORARY FENCING AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC.

5. THE CONTRACTOR, AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS

SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE

WITH THE SPECIFICATIONS AND AIR POLLUTION STANDARDS OF THE STATE ENVIRONMENTAL

PROTECTION AGENCY. THE CONTRACTING OFFICER MAY REQUIRE SUPPLEMENTARY

MEASURES AS NECESSARY.

6. IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION

OPERATION, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE

CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY STANDARDS AND WATER POLLUTION CONTROL

STANDARDS OF THE STATE EPA.

GRADING NOTES

1. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL NOT PERFORM ANY GRADING OPERATION WHICH CAUSES FALLING

ROCKS, SOIL OR DEBRIS, IN ANY FORM, TO FALL, SLIDE OR FLOW INTO BASE DRAINAGE

SYSTEMS, ONTO ADJOINING STREETS OR INTO NATURAL WATERCOURSES. SHOULD SUCH

VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL

IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE

CUT FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF A FILL. FURTHERMORE,

ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM

LEAVING THE SITE.

4. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON AS FINAL GRADES

HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS

BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS AND…