BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

A. ALTERNATE A - ELIMINATE ALL WORK IN MALE RESTROOMS 106C AND 107C

NO WORK TO OCCUR IN MALE RESTROOM 106C AND 107C. RESTROOM TO

REMAIN EXISTING.

B. ALTERNATE B - ELIMINATE ALL WORK IN MALE RESTROOMS 106B AND 107B

NO WORK TO OCCUR IN MALE RESTROOMS 106B AND 107B. RESTROOMS TO

REMAIN EXISTING.

C. ALTERNATE C - ELIMINATE ALL WORK IN MALE RESTROOMS 159C AND 160C

NO WORK TO OCCUR IN MALE RESTROOM 159C AND 160C. RESTROOM TO

REMAIN EXISTING.

BID ITEM #1: BASE BID TO INCLUDE ALL WORK.

BID ITEM #2: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A.

BID ITEM #3: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A AND B.

BID ITEM #4: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A, B, AND C.

STATEMENT OF BID ITEMS

NOTE: CONTRACTOR TO PRICE RESTROOM PHASES SEPARATELY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

.4

.0

V

A D

A N

V

IL

L E

R E

N O

V A

T E

B A

T H

R O

O M

S /2

.4

.0

A v

.r v t

/9

/2

:4

:4

P M

GI000

COVER SHEET VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

550-25-108

VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

VA ILLIANA HEALTHCARE SYSTEM

1900 E. Main Street, Danville, IL 61832

BID DOCUMENTS

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLAN

GC101 INFECTION CONTROL / PHASING PLAN

GC102 BID ALTERNATES

HA101 HAZARDOUS MATERIAL REMOVAL PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

AE002 WALL TYPES

AD101 OVERALL DEMOLITION PLANS

AD102 ENLARGED DEMOLITION PLANS

AE101 OVERALL ARCHITECTURAL FLOOR PLANS

AE102 ENLARGED ARCHITECTURAL FLOOR PLANS

AE111 OVERALL REFLECTED CEILING PLANS

AE112 ENLARGED REFLECTED CEILING PLANS

AE600 DOOR SCHEDULE

AI001 FINISH SCHEDULES & LEGENDS

AI102 OVERALL FINISH PLAN

AI103 ENLARGED PLAN & INTERIOR ELEVATIONS

AI104 ENLARGED PLANS & INTERIOR ELEVATIONS

AI105 ENLARGED PLANS & INTERIOR ELEVATIONS

AI106 ENLARGED PLANS & INTERIOR ELEVATIONS

AI500 CASEWORK, FINISH & TRANSITION DETAILS

FIRE PROTECTION

FA001 FIRE ALARM - SYMBOLS, NOTES AND DRAWING INDEX

FA002 FIRE ALARM - GENERAL NOTES

FA003 FIRE ALARM - I/O MATRIX & INTERIM FIRE REQUIREMENTS

FA004 FIRE ALARM - DETAILS

FA100 FIRE ALARM - BUILDING 103 - NEW WORK

FX001 FIRE SUPPRESSION - SYMBOLS, NOTES AND DRAWING INDEX

FX002 FIRE SUPPRESSION - GENERAL NOTES

FX003 FIRE SUPPRESSION - INTERIM FIRE REQUIREMENTS

FX004 FIRE SUPPRESSION - DETAILS

FX100 FIRE SUPRESSION - BUILDING 103 - DEMOLITION

FX101 FIRE SUPPRESSION - BUILDING 103 - NEW WORK

PLUMBING

P001 PLUMBING - SCHEDULES, SYMBOLS, AND DRAWING INDEX

P002 PLUMBING - DETAILS

PD100 PLUMBING - BUILDING 103 - DEMOLITION

PP100 PLUMBING - BUILDING 103 - NEW WORK - SANITARY WASTE

PP101 PLUMBING - BUILDING 103 - NEW WORK - DOMESTIC WATER

MECHANICAL

M001 MECHANICAL - SYMBOLS, NOTES, AND DRAWING INDEX

M002 MECHANICAL - MECHANICAL ABBREVIATIONS

M003 MECHANICAL - DETAILS

M004 MECHANICAL - SCHEDULES & SEQUENCE

MD100 MECHANICAL - BUILDING 103 - DEMOLITION

MD200 MECHANICAL - ROOF PLAN - DEMOLITION

MH100 MECHANICAL - BUILDING 103 - NEW WORK

MH200 MECHANICAL - ROOF PLAN - NEW WORK

ELECTRICAL

E001 ELECTRICAL - SYMBOLS, NOTES, AND DRAWING INDEX

E002 ELECTRICAL - DETAILS

E003 ELECTRICAL - SCHEDULES AND PARTIAL RISER DIAGRAM

E004 ELECTRICAL - PANELBOARD SCHEDULES

E005 ELECTRICAL - PANELBOARD SCHEDULES

ED100 ELECTRICAL - BUILDING 103 - DEMOLITION

ED200 ELECTRICAL - BUILDING 103 ROOF - DEMOLITION

EL100 ELECTRICAL - BUILDING 103 - NEW WORK - LIGHTING

EP100 ELECTRICAL - BUILDING 103 - NEW WORK - POWER

EP200 ELECTRICAL - BUILDING 103 ROOF - NEW WORK - POWER

Contact:CONTACT: CONTACT:

CHARLOTTE ENGINEERS

AVERY STANLEY

MECHANICAL ENGINEER

MECHANICAL, ELECTRICAL,

PLUMBING & FIRE PROTECTION

VA ILLIANA HEALTH CARE SYSTEM

ISELA ARVIZU

COR

BLDG.102, ROOM 106 G

1900 E. MAIN ST.

DANVILLE, IL 61832

p: 217.554.4736 e: ISELA.ARVIZU@VA.GOV

OWNER

GUIDON DESIGN INC.

DYLAN CHRISTENSEN

PROJECT ARCHITECT

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 155 e: DCHRISTENSEN@GUIDON.COM

ARCHITECT

5838 MONROE ROAD

CHARLOTTE, NC 28212

p: 704.531.3000 X 106 e: ACALLAHAN@CHARLOTTEENGINEERS.COM

VICINITY MAP

CAMPUS MAP

N

N

CONTACT:

GUIDON DESIGN INC.

BRANDEN SONGER

PROJECT MANAGER

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 160 e: BSONGER@GUIDON.COM

PROJECT MANAGER

PROJECT CAMPUS

PROJECT AREA:

BUILDING 103

CONTACT:

GUIDON DESIGN INC.

BEENISH AMJAD

INTERIOR DESIGNER

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 166 e: BAMJAD@GUIDON.COM

INTERIOR DESIGNER

Revisions: Date:

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

FD

FD

FD

FD

EXIT

EXIT

EXIT

E X

IT

E X

IT

E X

IT

E X

IT

E X

IT

E X

IT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

WARD 5

WARD 6

WARD 7

WARD 8

WARD 1

WARD 2

WARD 3

WARD 4

103-5

ZONE: 1G HEALTHCARE

SMOKE COMPARTMENT 7,710 SF

103-6

ZONE: 1H HEALTHCARE

SMOKE COMPARTMENT 7,694 SF

103-7

ZONE: 1I HEALTHCARE

SMOKE COMPARTMENT 7,772 SF

103-8

ZONE: 1J HEALTHCARE

SMOKE COMPARTMENT 7,745 SF

WARD 103-1

ZONE: 1A HEALTHCARE

SMOKE COMPARTMENT 7,641 SF

WARD 103-2

ZONE: 1B HEALTHCARE

SMOKE COMPARTMENT 7,681 SF

WARD 103-3

ZONE: 1C HEALTHCARE

SMOKE COMPARTMENT 7,680 SF

WARD 103-4

ZONE: 1D HEALTHCARE

SMOKE COMPARTMENT 7,680 SF

ZONE: 1E HEALTHCARE

SMOKE COMPARTMENT 3,382 SF

ZONE: 1F HEALTHCARE

SMOKE COMPARTMENT 11,570 SF

NO CHANGES TO THE EXISTING LIFE SAFETY PLAN ARE INTENDED AS A PART OF

THIS PROJECT. LIFE SAFETY PLAN DEPICTS THE EXISTING CONDITIONS FOR

CONTRACTOR TO BE ACCOMMODATE WALL RATINGS TO BE MAINTAINED.

CODE ANALYSIS

BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

EXISTING 2 HR FIRE RATED

EXISTING 1 HR FIRE RATED

EXISTING SMOKE PARTITION

WALL RATING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

.4

.0

V

A D

A N

V

IL

L E

R E

N O

V A

T E

B A

T H

R O

O M

S /2

.4

.0

A v

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/9

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:4

:4

P M

GI101

LIFE SAFETY PLAN VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1" = 30'-0"GI101

3 LIFE SAFETY PLAN - B103

SUSTAINABILITY

REFER TO

TIL

STEAM, HEATING, HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS May-24

SIGNAGE Mar-23

PLUMBING Feb-24

LIGHTING DESIGN Jan-22

INTERIOR DESIGN Nov-20

HVAC Mar-24

FIRE PROTECTION Nov-23

ESTIMATING CES Mar-11

ELECTRICAL Dec-19

COMMISSIONING AND RETRO COMMISSIONING Nov-13

ASBESTOS ABATEMENT Jul-11

ARCHITECTURAL Aug-14

VA DESIGN MANUALS PG-18-10

CODES AND GUIDELINES REFERENCED WITHIN NFPA AND ICC CODES ARE TO ALSO BE FOLLOWED AND APPLIED TO ALL DESIGN AND CONSTRUCTION. REFER TO VA MANUAL PG-18-3, SPECIFICATIONS FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING WORK COMPLIANT WITH OSHA, OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS.

OSHA, OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS.

SYSTEMS RELATING TO MAINTENANCE OF FACILITIES

BEHAVIORAL HEALTH DESIGN GUIDE 2019 ED.

GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS 2022 ED.

FGI, THE FACILITY GUIDELINES INSTITUTE

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ADAAG, ADA ACCESSIBILITY GUIDELINES

ACCESSIBILITY CODES

STANDARD 188-2018, LEGIONELLOSIS: RISK MANAGEMENT FOR BUILDING WATER SYSTEMS

STANDARD 170-2024, VENTILATION OF HEALTHCARE FACILITIES

ASHRAE STANDARDS, AS REFERENCED WITHIN OTHER CODES INCLUDING, BUT NOT LIMITED TO:

INTERNATIONAL ENERGY AND CONSERVATION CODE 2024 ED.

INTERNATIONA FUEL GAS CODE 2024 ED.

INTERNATIONAL MECHANICAL CODE 2024 ED.

INTERNATIONAL PLUMBING CODE 2024 ED.

INTERNATIONAL BUILDING CODE 2024 ED.

ICC CODES, INTERNATIONAL CODE COUNCIL FULL LISTING OF CURRENT CODES, INCLUDING BUT NOT LIMITED TO:

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS 2022 ED.

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2024 ED.

NPFA 101 LIFE SAFETY CODE 2024 ED.

NFPA 99 HEALTHCARE FACILITIES CODE 2024 ED.

NFPA 90A STANDARD FOR INSTALLTION FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS

2021 ED.

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS 2022 ED.

NFPA 72 FIRE ALARM CODE 2022 ED.

NFPA 70, NEC NATIONAL ELECTRICAL CODE 2023 ED.

NFPA 54, ANSI Z223.1 NATIONAL FUEL GAS CODE 2021 ED

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022 ED.

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER 2022 ED.

NPFA, NATIONAL FIRE PROTECTION ASSOCIATION FULL LISTING OF CURRENT CODES, INCLUDING BUT NOT LIMITED TO:

GOVERNING BUIDLING CODES

BUILDING CODES

OTHER

DRINKING FOUNTAINS 0 0

BATHTUB OR SHOWER 5 1

LAVATORIES 15 0

URINALS 4 0

WATER CLOSETS 9 0 2902.1

EXISTING (IN SCOPE) NEW

MINIMUM NUMBER REQUIRED PLUMBING FIXTURES (IBC)

SEISMIC DESIGN CATEGORY C

STRUCTURE...

DEAD END CORRIDOR DISTANCE = >30' EXISTING 1020.5

MINIMUM CORRIDOR WIDTH MIN. WIDTH= 96" EXISTING 1020.3

CORRIDOR RATING 0HR . FIRE RATING EXISTING 1020.2

CORRIDORS

EXIT ACCESS TRAVEL DISTANCE DISTANCE 200' EXISTING 1017.2

COMMON PATH OF TRAVEL DISTANCE 75' EXISTING 1006.2.1

EXITS PER FLOOR 3 EXISTING

MINIMUM NUMBER OF EXITS 1006

EXIT DOOR WIDTH 100X0.3=30" EXISTING 1005.3.2

EXIT STAIR WIDTH N/A 1005.3.1

EGRESS WIDTH PROVIDED 1005

MEANS OF EGRESS -OCCUPANT LOAD FACTOR 1004.5

MEANS OF EGRESS

SHAFT ENCLOSURE RATING 0

ROOF CONSTRUCTION 0

FLOOR CONSTRUCTION 0

NON BEARING WALLS - INTERIOR 0

NON BEARING WALLS - EXTERIOR 0

BEARING WALLS - INTERIOR 0

BEARING WALLS - EXTERIOR 0

STRUCTURAL FRAME 0

FIRE RESISTANT RATING REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

FIRE RATING 601

CONSTRUCTION RATING OF BUILDING ELEMENTS.

SMOKE COMPARTMENT YES EXISTING

OCCUPANCY SEPARATION NO 508.4

BUILDING AREA 44,000 UNLIMITED 506.2

BUILDING STORIES 1 UNLIMITED 504.4

BUILDING HEIGHT ABOVE GRADE 55'-0" UNLIMITED 504.3

ACTUAL ALLOWABLE

BUILDING FULLY FIRE SPRINKLERD YES

CONSTRUCTION TYPE TYPE 2-B

BUILDING USE AND OCCUPANCY CLASSIFICATION GROUP I-2 CH. 3

BUILDING INFORMATION IBC ADDITIONAL INFO IBC

1. 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 in VA Design Manuals. 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).

2. Conflicts between Nationally Recognized Codes and Standards and VA Requirements – Should a conflict exist between VA requirements and VA adopted nationally recognized codes and standards, the conflict shall be brought to the attention of VA. The resolution of the conflict shall be made by the authority having jurisdiction for VA to ensure a consistency system wide. Conflicts and deficiencies that are inherent to the existing layout and...

VA GOVERNING CODE PROVISIONS PG 18 - 13

BUILDING ADDRESS 1900 E. MAIN STREET, DANVILLE, IL...

BUILDING CODE PROJECT ANALYSIS

FD

FD

FD

FD FD

FD

FD

FD

FD

FD

FD

FD

FD

MALE RESTROOM

159C

WOMEN'S SHOWER/

LAUNDRY

136C

MALE SHOWER &

RESTROOM

107C

MALE RESTROOM

106B

MALE RESTROOM

107B

PHASE 1

PHASE 4

PHASE 2

PHASE 3

CLEAR

6' - 0"

C

LE

A R

6'

C

LE

A R

5'

C

LE

A R

6'

CLEAR

6' - 0"

1 2

1 2

MALE RESTROOM

160C

MALE RESTROOM

106C

PHASING DESCRIPTION

PHASE 1 - RENOVATE WOMEN'S SHOWER/ LAUNDRY 136C

WHILE THIS RESTROOM IS RENOVATED, RESTROOMS

159C AND 160 WILL BE CONVERTED INTO WOMENS

RESTROOMS USING SIGNAGE.

PHASE 2 - RENOVATE MEN'S RESTROOM 159C AND 160C.

PHASE 3 -RENOVATE MALE SHOWER & RESTROOM 106B AND

107B.

PHASE 4 - RENOVATE MALE RESTROOM 106C AND 107C.

NOTE: EACH PHASE TO BE FULLY COMPLETE AND RESTROOM

OPERATIONAL BEFORE NEXT PHASE SHALL BEGIN.

BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER OR

CONTRACTOR CORE PER OWNER'S

PREFERENCE, HARDWARE AND CLOSER

AIR PRESSURE MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

CONTINUOUSLY ADHERED FIRE

RETARDANT POLY TO FLOOR WITH TAPE

BEAD OF CONT. SEALANT

6 MIL. FIRE RETARDANT POLY

INTERIOR SIDE

CONSTRUCTION

SIDE

CONTINUOUSLY ADHERED 6 MIL. FIRE

RETARDANT POLY TO DECK WITH TAPE

UNDERSIDE OF STRUCTURAL DECK

CEILING

TO DECK

OCCUPIED

SIDE

6-MIL FIRE RETARDANT POLY

INTERIOR SIDE

EXISTING CEILING

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY TO CEILING WITH TAPE

CONTINUOUSLY ADHERE FIRE

RETARDANT POLY TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

TO CEILING

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

CONSTRUCTION ACTIVITY - INFECTION RISK: TYPE C

PATIENT RISK GROUP: HIGH

CLASS OF PRECAUTION MATRIX: IV

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 3/GC101.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO ELEVATION 4/GC101.

3. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO DETAIL 2/GC101 AND SPECIFICATION FOR

ADDITIONAL INFORMATION.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. PROJECT SHALL BE COMPLETED IN 4 PHASES.

D. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

E. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 8:00 AM

AND 5:00 PM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN OUTSIDE OF BATHROOMS, CEILING TILES SHALL

BE REMOVED AND STORED IN A SAFE MANOR UNTIL CEILING TILES CAN BE

REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE REPLACED

BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 8:00 AM AND 5:00 PM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

L. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

B. CONSTRUCTION WORK BEHIND TEMPORARY CONSTRUCTION PARTITIONS

SHALL BE COMPLETED DURING DAY SHIFTS, 8:00 AM TO 5:00 PM.

COORDINATE WITH COR.

C. REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

PHASING GENERAL NOTES

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

BEYOND PROJECT BOUNDARY

IC / PHASING LEGEND

SCALE: 1 1/2" = 1'-0"GC101

TEMPORARY 1 HR FIRE RATED SMOKE BARRIER

WALL CONSTRUCTION NFPA 241

SCALE: 1/4" = 1'-0"GC101

4 TEMPORARY WALL CONSTRUCTION ELEVATION

SCALE: 1 1/2" = 1'-0"GC101

2 TEMPORARY INFECTION CONTROL PLASTIC BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

.4

.0

V

A D

A N

V

IL

L E

R E

N O

V A

T E

B A

T H

R O

O M

S /2

.4

.0

A v

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/9

/2

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:4

P M

GC101

INFECTION CONTROL /

PHASING PLAN

VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1/16" = 1'-0"GC101

1 CONSTRUCTION PHASING PLAN - B103

A. ALTERNATE A - ELIMINATE ALL WORK IN MALE RESTROOMS 106C AND 107C

NO WORK TO OCCUR IN MALE RESTROOM 106C AND 107C. RESTROOM TO

REMAIN EXISTING.

B. ALTERNATE B - ELIMINATE ALL WORK IN MALE RESTROOMS 106B AND 107B

NO WORK TO OCCUR IN MALE RESTROOMS 106B AND 107B. RESTROOMS TO

REMAIN EXISTING.

C. ALTERNATE C - ELIMINATE ALL WORK IN MALE RESTROOMS 159C AND 160C

NO WORK TO OCCUR IN MALE RESTROOM 159C AND 160C. RESTROOM TO

REMAIN EXISTING.

BID ITEM #1: BASE BID TO INCLUDE ALL WORK.

BID ITEM #2: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A.

BID ITEM #3: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A AND B.

BID ITEM #4: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A, B, AND C.

STATEMENT OF BID ITEMS

NOTE: CONTRACTOR TO PRICE RESTROOM PHASES SEPARATELY.

BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

WOMEN'S SHOWER/

LAUNDRY

136C

MALE RESTROOM

159C

MALE SHOWER &

RESTROOM

107C

MALE RESTROOM

106B

MALE RESTROOM

107B

A

B

C

MALE RESTROOM

160C

MALE RESTROOM

106C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

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GC102

BID ALTERNATES VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1/16" = 1'-0"GC102

1 BID ALTERNATES PLAN

A. HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE

SPECIFICATIONS.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. PROVIDE COST FOR REMOVAL OF COUNTED AND UNFORESEEN MUD

FITTINGS ON FIBERGLASS INSULATED DOMESTIC WATER LINES FOR 130

FITTINGS.

E. PROVIDE COST FOR REMOVAL OF LEAD CONTAINING CERAMIC WALL TILE.

APPROXIMATELY 9,680 SQ.FT.

F. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

G. BASED ON THE DATE OF THE EXISTING CONSTRUCTION IT IS ASSUMED

LEAD PAINT IS WITHIN THE PROJECT AREA. CONDUCT DEMOLITION OF THE

EXISTING SPACE WITH THE ASSUMPTION OF LEAD PAINT ON EXPOSED

PLASTER WALLS AND PAINTED SURFACES. REFER TO SPECIFICATION

SECTION 02 83 33.13. LEAD-BASED PAINT REMOVAL, DISPOSAL AND FOR

ADDITIONAL INFORMATION.

H. CONTRACTOR TO SUBMIT LEAD SURFACES STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITTAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

1. ASBESTOS CONTAINING PIPE INSULATION MUD FITTINGS ON DOMESTIC

WATER LINES.

2. LEAD CONTAINING TAN CERAMIC WALL TILE.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

MALE RESTROOM

107B

MALE RESTROOM

106B

MALE SHOWER &

RESTROOM

107C

WOMEN'S SHOWER/

LAUNDRY

136C

MALE RESTROOM

159C

MALE RESTROOM

106C

MALE RESTROOM

160C

BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

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HA101

HAZARDOUS MATERIAL

REMOVAL PLAN

VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1/16" = 1'-0"HA101

1 HAZMAT PLAN - B103

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

CONSTRUCTION GENERAL NOTES

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

EXTENT OF REVISION

REVISION SET

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

T

101 EQUIPMENT/FURNITURE TAG

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

ARCHITECTURAL SYMBOLS

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

CEILING EQUIPMENT: REFER TO MEP SHEETS AS APPLICABLE

REFLECTED CEILING PLAN SYMBOLS

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. FLOOR ELEVATION 100’-0 IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

26. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR , SHALL BE PROVIDED.

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

LED LIGHT FIXTURE - LAY-IN

LED LIGHT FIXTURE - DOWNLIGHT

DIFFUSER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADMIN ADMINISTRATION

AHJ AUTHORITY HAVING JURISDICTION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ARCH ARCHITECT

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AUTO AUTOMATIC

BLDG BUILDING

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CG CORNER GUARD

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

COORD COORDINATE

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DN DOWN

E EAST

ELEC ELECTRIC

EQ EQUAL

FEC FIRE EXTINGUISHER CABINET

FT FEET OR FOOT

GYP GYPSUM

HAZ MAT HAZARDOUS MATERIALS

HM HECTOMETER OR HOLLOW METAL

MIN MINIMUM MINUTE OR MINUTE MINIMUM

N NORTH

OF/OI OWNER FURNISHED/OWNER INSTALLED

QTY QUANTITY

RO ROUGH OPENING

SF SQUARE FOOT (FEET)

SIM SIMILAR

S SOUTH

SQ SQUARE

TA TOILET ACCESSORY

TO TOP OF ___

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

ARCHITECTURAL ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

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AE001

ARCHITECTURAL

ABBREVIATIONS AND

SYMBOLS

VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212Revisions: Date:

A. ALL WALLS WILL BE WALL TYPES S3A.TBi UNLESS OTHERWISE NOTED.

B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUISHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL

PARTITIONS ON THIS SHEET MAY BE USED. REFER TO PARTITION TYPE

SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR TO FACE

OF BLOCK. REFER TO WALL TYPES LEGEND FOR PARTITION WIDTH

DIMENSIONS.

E. ALL WALL STUD FRAMING TO BE 16" O.C. UNLESS OTHERWISE NOTED.

F. REFER TO SPECIFICATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION

EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS

DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.

H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS AND WALL TYPE

LEGEND, IN AREAS WHERE STUDS ARE TO STRUCTURE ABOVE OR HIGH

AREAS, CONTRACTOR TO VERIFY SIZED INDICATED IS ADEQUATE FOR

HEIGHT LISTED. PROVIDE ADEQUATE SIZE STEEL STUD FRAMING AND

NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION OR

INSTALLATION.

I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.

J. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL

CONSTRUCTION, UNLESS OTHERWISE NOTED.

K. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.

L. REFER TO LIFE SAFETY PLANS FOR LOCATIONS AND RATINGS OF SMOKE

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITIONS

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELECTROMETRIC SEALANT. FOR THE LOCATION AND EXTENT OF

PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.

R. STC RATING APPLIES WHERE PARTITIONS TAG QUALIFIER INDICATES WITH

AN "i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.

T. WHERE PARTITION TYPE INDICATES SOUND ACOUSTICAL BAT, WITH FINISH

BOARD GOING TO DECK ON ONE SIDE ONLY, PROVIDE VAPOR BARRIER TO

SECURE INSULATION IN PLACE.

U. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN SOILED

ROOMS, BATHROOMS, TOILET ROOMS, ON WALLS BEHIND PLUMBING

FIXTURES, AND IN ALL WET LOCATIONS EXCEPT IN SHOWER AREA.

V. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE &

SHOWER AREA. COORDINATE LOCATIONS WITH FINISH WALL PLANS.

W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON 1/AE002.

WALL TYPES LEGEND AND GENERAL NOTES

X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

U = STRUCTURE TO UNDERSIDE OF CEILING, FINISH TO UNDERSIDE OF CEILING

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

1 1/2" 2 1/2" 3 5/8"

4" 6" 8" 12"

S

2 1/2" 3 5/8"

4" 6" 8" 12"

M

2 5/8" 3 5/8" 5 5/8" 7 5/8" 11 5/8"

W

3/4"

3 1/2"

5 1/2" 7 1/4" 11 1/4"

" 1 HR FIRE/SMOKE

10'-0" MAX 10'-0" MAX

A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS

AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1 HR FIRE/SMOKE" "1 HR FIRE"

"2 HR FIRE/SMOKE" "2 HR FIRE"

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTES

WALL TAG LEGEND

WALL TYPES

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S6D.TB 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

5/8" TILE BACKER BOARD (BOTH SIDES)

BEAD OF CONT. SEALANT

INSULATION PRESENT WITH QUALIFER (i OR t)

NOTE:

COORDINATE HEIGHT OF TILE BACKER

BOARD WITH HEIGHT OF TILE.

RE: INTERIOR ELEVATIONS

TILE, RE: ELEVATIONS

5/8" TYPE X GYP BD (ABOVE TILE BACKER BOARD)

FINISH DIMENSION

STEEL STUDS @ 16" O.C.

6"

3 5/8" 4 7/8" NAN/ANANAS3D.TB

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

3 5/8" 4 7/8" NA40NANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL SIZE

5/8"

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

5/8" TILE BACKER BOARD (ONE SIDE)

BEAD OF CONT. SEALANT

5/8" TYPE X GYP BD (ONE SIDE)

INSULATION PRESENT WITH QUALIFER (i OR t)

S3A.GTBi

NOTE:

COORDINATE HEIGHT OF TILE BACKER

BOARD WITH HEIGHT OF TILE.

RE: INTERIOR ELEVATIONS

TILE, RE: ELEVATIONS

5/8" TYPE X GYP BD (ABOVE TILE BACKER BOARD)

FINISH DIMENSION

STEEL STUDS @ 16" O.C.

NOTE:

REFERENCE DETAIL FOR REBUILD OF EXISTING WALLS.

EXISTING 2 HR FIRE RATED

EXISTING 1 HR FIRE RATED

EXISTING SMOKE PARTITION

WALL RATING LEGEND

NOTE:

• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.

• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE

STUD ATTACHMENT TO DECK w/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 6'-11"1-5/8"

24" L/240 6'-0"162S125-18

16" L/240 9'-6"2-1/2"

24" L/240 8'-4"250S125-18

16" L/240 12'-5"3-5/8"

24" L/240 10'-10"362S125-18

16" L/240 13'-9"4"

24" L/240 12'-0"400S125-18

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-1"1-5/8"

24" L/240 7'-1"162S125-27

16" L/240 11'-2"2-1/2"

24" L/240 9'-9"250S125-27

16" L/240 14'-6"3-5/8"

24" L/240 12'-8"362S125-27

16" L/240 16'-1"4"

24" L/240 14'-0"400S125-27

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-4"1-5/8"

24" L/240 7'-3"162S125-30

16" L/240 11'-7"2-1/2"

24" L/240 10'-1"250S125-30

16" L/240 15'-0"3-5/8"

24" L/240 13'-1"362S125-30

16" L/240 16'-8"4"

24" L/240 14'-7"400S125-30

16" L/240 22'-4"6"

24" L/240 19'-6"600S125-27

16" L/240 23'-1"6"

24" L/240 20'-2"600S125-30

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 13'-0"2-1/2"

24" L/240 11'-5"250S125-43

16" L/240 17'-5"3-5/8"

24" L/240 15'-3"362S125-43

16" L/240 18'-10"4"

24" L/240 16'-5"400S125-43

16" L/240 26'-1"6"

24" L/240 22'-10"600S125-43

SSMA NON-COMPOSITE STUDS

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRACK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR w/o

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRACK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR w/o

FIRE SAFING & SCRIBING BYP. BD. TO DECK

HIGH PRIORITY PARTITION

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

.4

.0

V

A D

A N

V

IL

L E

R E

N O

V A

T E

B A

T H

R O

O M

S /2

.4

.0

A v

.r v t

/9

/2

:4

:4

P M

AE002

WALL TYPES VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DMC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1 1/2" = 1'-0"AE002

2 RATED WALL PRIORITY

SCALE: 1 1/2" = 1'-0"AE002

3 DEFLECTION TRACK

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

S3D.TB

S6D.TB

SCALE: 3" = 1'-0"AE002

1 TYPICAL CORNER FRAMING DETAIL

WOMEN'S SHOWER/

LAUNDRY

136C

AD102

AD102

AD102

AD102

MALE RESTROOM

107B

MALE RESTROOM

106B

MALE RESTROOM

160C

MALE RESTROOM

159C

MALE RESTROOM

106C

MALE SHOWER &

RESTROOM

107C

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES

CAN BE REINSTALLED WHERE LOCATED OUTSIDE OF RESTROOMS.

DAMAGED AND BROKEN CEILING TILES SHALL BE REPLACED BY

CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND PAINTED

TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING ABOVE

CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

K. WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

L. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

M. ALL TOILET ACCESSORIES AND TOILET / URINAL PARTITIONS TO BE

REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

REFER TO INTERIOR DRAWINGS FOR ADDITIONAL INFORMATION.

N. ALL DOORS, FRAMES, AND HARDWARE TO REMAIN EXISTING THROUGHOUT

PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

O. ANY DAMAGED FLOOR AND WALL TILE TO BE REMOVED AND REPLACED.

COORDINATE WITH INTERIORS DRAWINGS.

DEMOLITION GENERAL NOTES

BUILDING 103 KEY PLAN

MALE RESTROOM

159C & 160C

WOMEN'S SHOWER & LAUNDRY

136C

MALE RESTROOM

106C & 107C

MALE RESTROOM

106B & 107B

N

EXISTING 2 HR FIRE RATED

EXISTING 1 HR FIRE RATED

EXISTING SMOKE PARTITION

WALL RATING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

21 4 5 6 7 8

Phase

STAMP

321 4 5 6 7 8

ARCHITECT/ENGINEER OF RECORD

CIVIL ENG., ARCH., STRUCT. ENG. FIRE PROTECTION, MEP ENGINEER

A u to d e s k D o c s /2

.4

.0

V

A D

A N

V

IL

L E

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N O

V A

T E

B A

T H

R O

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S /2

.4

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A v

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/9

/2

:4

:5

P M

AD101

OVERALL DEMOLITION

PLANS

VA DANVILLE RENOVATE B103

PRRTP BATHROOMS

1900 E. Main Street, Danville, IL 61832

550-25-108

B103

03/11/2026 AO DC

BID DOCUMENTS

RESUBMITTAL

FULLY SPRINKLEREDGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NC 28212

SCALE: 1/16" = 1'-0"AD101

5 DEMOLITION FLOOR PLAN - B103

NOTE:

OVERALL PLANS ARE INTENDED TO GIVE A GENERAL SCOPE FOR THE

ENTIRE PROJECT AREA. MORE SPECIFIC INFORMATION IS PROVIDED IN

THE ENLARGED PLAN DRAWINGS FOLLOWING THIS SHEET.

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

1. REMOVE INDICATED PORTION OF WALL TO ACCOMMODATE NEW WORK.

COORDINATE WITH ARCHITECTURAL PLANS.

2. REMOVE INDICATED PORTION OF WALL TO ACCOMMODATE NEW DOOR.

COORDINATE WITH ARCHITECTURAL PLANS.

3. REMOVE PLUMBING FIXTURE. COORDINATE WITH PLUMBING DRAWINGS FOR

EXTENT OF DEMOLITION.

4. SAWCUT FLOOR SLAB AS REQUIRED TO INSTALL NEW PLUMBING.

APROXIMATE LOCATION INDICATED BY HATCH. COORDINATE WITH

PLUMBING DRAWINGS.

5. REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY.

6. REMOVE DOOR LEAF, FRAME, AND HARDWARE IN ITS ENTIRETY.

7. REMOVE GYPSUM BOARD CEILING ASSEMBLY IN ITS ENTIRETY.

8. REMOVE FULL WALL FINISH INCLUDING CERAMIC WALL TILE AND BACKER

BOARD ON PROJECT SIDE OF WALL TO EXPOSE EXISTING STEEL STUDS.

REVIEW CONDITION OF STUD FRAMING WITH COR. COR TO DIRECT EXTENT

OF REMOVAL OF EXISTING STEEL STUDS THAT ARE DAMAGED / RUSTED.

WALL FINISH TO REMAIN IN PLACE ON NON-CONSTRUCTION SIDE OF WALL.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO OTHER SIDE

OF ROOM AND REMAINING WALL CONSTRUCTION.

9. REMOVE WASHER AND DRYER. SALVAGE FOR REINSTALLATION.

10. REMOVE SHOWER FIXTURE AND ALL ASSOCIATED ACCESSORIES. WALL /

FLOOR TILE AND/OR SURROUND AND PAN TO BE REMOVED IN SHOWER.

FLOOR DRAIN TO BE REMOVED AND PREP FOR NEW. COORDINATE WITH

PLUMBING DRAWINGS.

11. REMOVE CERAMIC TILE FLOORING, ASSUME 2" THICKSET MORTAR BED, AND

3/4" WALL TILE.

#DEMOLITION PLAN NOTES

109 SF

WOMEN'S SHOWER/

LAUNDRY

136C

213 SF

MALE RESTROOM

159C

29 SF

STORAGE

159C1

187 SF

MALE RESTROOM

107B

176 SF

MALE RESTROOM

106B

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND…