PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

.2

R e n o v a te

-1 R f o r

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M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS JL

550-23-108

RENOVATE 58-1 R102 FOR SUPPLY CHAIN

MANAGEMENT SERVICE

VA ILLIANA HEALTHCARE SYSTEM

DANVILLE, IL

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 FIRST FLOOR LIFE SAFETY PLAN

GC101 INFECTION CONTROL PLAN

HA101 HAZARDOUS MATERIAL REMOVAL PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AD101 FIRST FLOOR DEMOLITION PLAN

AE101 FIRST FLOOR ARCHITECTURAL PLAN

AE111 FIRST FLOOR REFLECTED CEILING PLAN

AE601 DOOR SCHEDULE

AI101 FIRST FLOOR INTERIOR FINISH PLAN

AI201 ENLARGED INTERIOR PLANS & ELEVATIONS

AI501 CASEWORK & INTERIOR FINISH DETAILS

QH101 EQUIPMENT FLOOR PLAN

QH102 SIGNAGE PLAN & TYPES

FIRE SUPPRESSION

F000 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

FDX101 FIRST FLOOR FIRE SUPPRESSION DEMOLITION PLAN

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN

PLUMBING

P000 PLUMBING SYMBOLS AND ABBREVIATIONS

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

PP101 FIRST FLOOR PLUMBING PLAN

PP500 PLUMBING DETAILS

PP600 PLUMBING SCHEDULES

MECHANICAL

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MH101 FIRST FLOOR MECHANICAL HVAC PLAN

MP101 FIRST FLOOR MECHANICAL PIPING PLAN

MM300 MECHANICAL SECTIONS AND ENLARGED PLAN

MM500 MECHANICAL DETAILS

MM501 MECHANICAL DETAILS

MM600 MECHANICAL SCHEDULES

MM700 MECHANICAL AIRFLOW SCHEMATIC

MM701 MECHANICAL PIPING SCHEMATIC

ELECTRICAL

E000 ELECTRICAL SYMBOL LEGENDS AND ABBREVIATIONS

E001 ELECTRICAL SYMBOL LEGENDS AND NOTES

EDL101 ELECTRICAL FIRST FLOOR LIGHTING DEMOLITION PLAN

EDP101 ELECTRICAL FIRST FLOOR POWER AND SYSTEMS DEMOLITION PLAN

EL101 ELECTRICAL FIRST FLOOR LIGHTING PLAN

EP101 ELECTRICAL FIRST FLOOR POWER PLAN

ET100 ELECTRICAL BASEMENT OVERALL TECHNOLOGY PLAN

ET101 ELECTRICAL FIRST FLOOR TECHNOLOGY PLAN

EP500 ELECTRICAL DETAILS

EP600 ELECTRICAL SCHEDULES

EP700 ELECTRICAL SINGLE LINE DIAGRAMS

AREA MAP

VICINITY MAP

CAMPUS MAP

PROJECT SITE LOCATION

PROJECT SITE LOCATION

PROJECT SITE LOCATION

Contact:Contact: Contact:

GUIDON DESIGN INC.

Al Halabi

Senior Electrical Engineer

ELECTRICAL

ENGINEER

VA ILLIANA HEALTHCARE SYSTEM

Ryan Smith

COR

1900 E. Main Street Danville, IL 61832 p: 217.260.7118 e: john.smith13@va.gov

OWNER

GUIDON DESIGN INC.

Branden Songer, RID, NCIDQ

Project Manager / Interior Designer

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 160 e: bsonger@guidon.com

PROJECT MANAGER

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 165 e: ahalabi@guidon.com

N

N

N

Contact:

GUIDON DESIGN INC.

Daniel Willeman

Project Engineer

PLUMBING

ENGINEER

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 e: dwilleman@guidon.com

Contact:

GUIDON DESIGN INC.

Jake Fague

Senior Mechanical Engineer

MECHANICAL

ENGINEER

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 e: jfague@guidon.com

Contact:

GUIDON DESIGN INC.

Dylan Christensen

Architect

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 155 e: dchristensen@guidon.com

ARCHITECT

Revisions: Date:

TOTAL OCCUPANCY

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT

B

1500 SF

CODE ANALYSIS LEGEND

1 HR FIRE SEPARATION

FE

EXISTING FIRE EXTINGUISHER

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

PROJECT BOUNDARY

2 HR FIRE SEPARATION

PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

N

T R

A V

E L

D

IS

T A

N C

E

'-0

FE

EXIT

EXIT

P A

T H

O F

E G

R E

S S

'-4

D

IA

G O

N A

L D

IS

T A

N C

E = 125'-0"

EXIT

EXIT

E X

IT

S

E P

A R

A T

IO

N

D

IS

T A

N C

E

1'

-1 1"

4342 SF

15029

B

620 SF

MECHANICAL

102J

65 SF

UNUSABLE SPACE

102M

56 SF

COPY

102E

1356 SF

STORAGE/OPEN

OFFICE

102B

669 SF

OPEN OFFICE

102A

155 SF

MEN'S LOCKER

103A

126 SF

WOMEN'S LOCKER

103B

49 SF

STORAGE

103C

66 SF

TOILET

102D

186 SF

BREAK ROOM

102C

42 SF

STORAGE

102H

60 SF

ELEC.

102G

34 SF

MECH.

102F

250 SF

DOCK

C1-9

53 SF

FREIGHT ELEVATOR

ELEV

CONTRACTOR TO VERIFY IF EXISTING MASONRY

WALL CONSTRUCTION MEETS 1HR FIRE RATING.

IF NOT MET, CONTRACTOR TO UPGRADE AND

SEAL PENETRATIONS TO MEET RATING.

CONTRACTOR TO VERIFY IF EXISTING MASONRY WALL

CONSTRUCTION MEETS 1HR FIRE RATING. IF NOT MET,

CONTRACTOR TO UPGRADE AND SEAL PENETRATIONS

TO MEET RATING.

CONTRACTOR TO VERIFY IF EXISTING MASONRY

WALL CONSTRUCTION MEETS 1HR FIRE RATING.

IF NOT MET, CONTRACTOR TO UPGRADE AND

SEAL PENETRATIONS TO MEET RATING.

CONTRACTOR TO VERIFY IF UNDERSIDE OF STAIR

CONSTRUCTION MEETS 1HR FIRE RATING. IF NOT

MET, CONTRACTOR TO UPGRADE AND SEAL

STAIR SOFFIT TO MEET RATING.

13' - 11 1/2"

NOTE:

STORAGE UNDER STAIR IS NOT ALLOWED PER CODE.

FEC

158 SF

OFFICE

102N

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

.2

R e n o v a te

-1 R f o r

S u p p ly C h a in M a n a g e m e n t S e rv ic e

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GI101

FIRST FLOOR LIFE SAFETY PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS JL

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

TELECOMMUNICATIONS Feb-16

SUSTAINABILITY Aug-17

STRUCTURAL Feb-14

STEAM, HEATING, HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS

May-24 Sep-22

SITE PARKING, SITE DEVELOPMENT, SITE APPENDIX

Nov-16 Mar-24

SIGNAGE Apr-17

PLUMBING May-18

PHYSICAL SECURITY Jan-21

LIGHTING DESIGN Dec-15

INTERIOR DESIGN Nov-20

HVAC Nov-20

FIRE PROTECTION Dec-15

ESTIMATING Mar-11

ELECTRICAL Dec-19

COMMISSIONING AND RETRO COMMISSIONING Nov-13

AUTOMATED TRANSPORT SYSTEMS Nov-20

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 OUTPATIENT FACILITIES 2018 ED.

GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS 2018 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 170-2017, VENTILATION OF HEALTHCARE FACILITIES

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

INTERNATIONAL ENERGY AND CONSERVATION CODE 2021 ED.

INTERNATIONAL FIRE CODE 2021 ED.

INTERNATIONAL FUEL GAS CODE 2021 ED.

INTERNATIONAL MECHANICAL CODE 2021 ED.

INTERNATIONAL PLUMBING CODE 2021 ED.

INTERNATIONAL BUILDING CODE 2021 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 2019 ED.

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2021 ED.

NPFA 101 LIFE SAFETY CODE 2021 ED.

NFPA 99 HEALTHCARE FACILITIES CODE 2021 ED.

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS 2019 ED.

NFPA 70, NEC NATIONAL ELECTRICAL CODE 2020 ED.

NFPA 72 FIRE ALARM CODE 2019 ED.

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019 ED.

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER 2018 ED.

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

GOVERNING BUIDLING CODES

BUILDING CODES

SCALE: 3/32" = 1'-0"GI101

1 FIRST FLOOR LIFE SAFETY PLAN

CONSTRUCTION ACTIVITY - INFECTION RISK: D

PATIENT RISK GROUP: MEDIUM

CLASS OF PRECAUTION MATRIX: III

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATIONS.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. 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.

D. 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.

E. 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.

F. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

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

CEILINGS ARE TO REMAIN, 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.

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

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

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

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

KEEP NOISE AND VIBRATION TO A MINIMUM.

I. 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

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

TEMPORARY DOOR LOCATION.

K. 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.

L. ALL NEW MATERIAL SHALL BE MOVED THROUGH FACILITY ON COVERED

CARTS WITH 4 MIL. POLY SHEET.

M. 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.

N. 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.

O. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 1/GC101.

2. TEMPORARY CONSTRUCTION ACCESS DOOR.

INFECTION CONTROL PLAN NOTES

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

REFERENCE AREA FOR ABOVE CEILING

WORK ON FLOOR BELOW.

RE: ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

IC / PHASING LEGEND

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

R S T U V

102G

STORAGE

102H

STORAGE

102O

STORAGE

102J

STORAGE

102K

STORAGE

102I

HVAC

STAIR

C1-9

CORRIDOR

102F

LOUNGE

102D

LAB

102G-1

INPATIENT PHARMACY

102B

INPATIENT PHARMACY

102C

INPATIENT PHARMACY

102A

INPATIENT PHARMACY

102L

STORAGE

102M

STORAGE

102N

TLT

103A

CHIEF OFFICE

OFFICE

103B

VAULT

ELEVATOR

102G-2

INPATIENT PHARMACY

102M

STORAGE

M

IN

5'

MIN

5' - 0"

CONTRACTOR ACCESS

UP

PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

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R e n o v a te

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S u p p ly C h a in M a n a g e m e n t S e rv ic e

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GC101

INFECTION CONTROL PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS TD

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

TEMPORARY 1 HR FIRE RATED SMOKE BARRIER

WALL CONSTRUCTION NFPA 241

SCALE: 1/8" = 1'-0"GC101

2 INFECTION CONTROL 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 SPECIFICATION

02 82 13.13.

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 FLUORESCENT LIGHT TUBES AND CFL

BULBS, ASSUME 164 EACH.

E. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

F. 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 PAINTED DOOR

FRAMES. REFER TO SPECIFICATION SECTION 02 83 33.13 LEAD-BASED PAINT

REMOVAL, DISPOSAL AND FOR ADDITIONAL INFORMATION.

G. CONTRACTOR TO SUBMIT LEAD SURFACES STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITTAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

1. REMOVE PIPE INSULATION THROUGHOUT PROJECT BOUNDARY - APPROX.

500 LF TOTAL.

2. REMOVE PAPER SEAM TAPE - APPROX. 1,100 SF TOTAL.

3. REMOVE CERAMIC WALL TILE GLAZING.

4. REMOVE LEAD CONTAMINATED DOOR FRAME.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

HAZMAT LEGEND

PAPER SEAM TAPE ACM REMOVAL

CERAMIC WALL TILE LEAD REMOVAL

R S T U V

102G

STORAGE

102H

STORAGE

102O

STORAGE

102J

STORAGE

102K

ELECTRICAL

102I

HVAC

STAIR

C1-9

CORRIDOR

102F

LOUNGE

102D

LAB

102G-1

INPATIENT PHARMACY

102B

INPATIENT PHARMACY 102C

INPATIENT PHARMACY

102A

INPATIENT PHARMACY

102L

STORAGE

102M

STORAGE

102N

TLT

103A

CHIEF OFFICE

OFFICE

103B

VAULT

ELEVATOR

102G-2

INPATIENT PHARMACY

102M

STORAGE

UP

PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

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R e n o v a te

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S u p p ly C h a in M a n a g e m e n t S e rv ic e

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HA101

HAZARDOUS MATERIAL REMOVAL

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"HA101

1 FIRST FLOOR HAZMAT PLAN

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

LED RECESSED LIGHT FIXTURE

HVAC RETURN AIR GRILLE

HVAC EXHAUST DIFFUSER

ACCESS PANEL

OS

SPRINKLER

OCCUPANCY SENSOR

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

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.

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.

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 QUALIFIER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED DOOR

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

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLS

REFLECTED CEILING PLAN SYMBOLS

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALUM ALUMINUM

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COMM COMMUNICATION

COORD COORDINATE

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC

ELEV ELEVATOR

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH OR ET CETERA

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FLEX FLEXIBLE

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

GA GAGE OR GYPSUM ASSOCIATION

GC GENERAL CONTRACTOR

GD GUARD

GYP GYPSUM

HAZ MAT HAZARDOUS MATERIALS

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HECTOMETER OR HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

JAN JANITOR

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

MACH MACHINE

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MR MOISTURE RESISTANT

N NORTH

NA NOT APPLICABLE

NNIC NOT IN CONTRACT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OZ OUNCE

PREFAB PREFABRICATE

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

RA RETURN AIR

REV REVISION

RFI REQUEST FOR INFORMATION

RO ROUGH OPENING

SA SUPPLY AIR

SF SQUARE FOOT (FEET)

SIM SIMILAR

S SOUTH

SQ SQUARE

STC SOUND TRANSMISSION CLASS

ARCHITECTURAL ABBREVIATIONS

TA TOILET ACCESSORY

TEMP TEMPERATURE OR TEMPORARY

THRU THROUGH

TO TOP OF ___

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UPS UNINTERRUPTIBLE POWER SUPPLY

UV ULTRAVIOLET

VAR VARIES

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

W/ WITH

W/O WITHOUT

WD WOOD

EXIT SIGN

HVAC SUPPLY DIFFUSER

1' x 4' RECESSED LINEAR FIXTURE

HVAC EXHAUST DIFFUSER

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

.2

R e n o v a te

-1 R f o r

S u p p ly C h a in M a n a g e m e n t S e rv ic e

/1

.5

.2

A v

.r v t

/1

/2

:0

:0

P

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

A. ALL WALLS WILL BE WALL TYPE S3A.Gi 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 PARTITION S3A.G FOR PARTITION WIDTH

DIMENSIONS.

E. ALL WALLS STUDS 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 S3A.G

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

ELASTOMERIC 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 PARTITION 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 BATT, WITH FINISH

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

SECURE INSULATION IN PLACE.

U. REFER TO DIMENSIONED PLANS FOR REFERENCE SYMBOLS INDICATING

THE EXTENT OF RADIATION PROTECTION.

V. 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.

W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON 3/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 TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

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

CEILING

6"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFIER (i OR t)

EXISTING WALL / COLUMN, VIF.

F0D.G 7/8" 1 1/2" NA NA NA HAT CHANNEL @ 24" O.C.

WALL TYPES

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

INSULATION PRESENT WITH QUALIFIER (i OR t)

F3D.G 3 5/8" 4 1/4" NANANANA

S3A.Gi 3 5/8" 4 7/8" NA46NANA

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.1F 3 5/8" 4 7/8" NA40U4651 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

INSULATION PRESENT WITH QUALIFIER (i OR t)

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

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

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 TRAK,

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 TRAK,

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

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

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R e n o v a te

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P

M

AE002

WALL TYPES

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

1 RATED WALL PRIORITY

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

2 DEFLECTION TRACK

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

F0D.G

F3D.G

S3A.1F

S3A.Gi

SCALE: 3" = 1'-0"AE002

3 TYPICAL CORNER FRAMING DETAIL

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

PERFORMED 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 FIRST FLOOR

ARCHITECTURAL PLAN AE101 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 OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. REMOVE ALL CASEWORK ATTACHED TO OR ADJACENT TO DEMOLITION

WALLS.

I. 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.

J. 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. 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.

K. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

L. 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

MANUFACTURERS RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

M. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

N. REMOVE ALL WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

O. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

P. REMOVE ALL REMAINING CERAMIC WALL TILE THROUGHOUT PROJECT

BOUNDARY UNLESS NOTED OTHERWISE. PREPARE AREA FOR NEW FINISH

PER MANUFACTURER'S RECOMMENDATIONS.

Q. PATCH/REPAIR AND PRE ALL EXISTING PALSTER FINISHED WALLS FOR NEW

PAINT THROUGHOUT PROJECT BOUNDARY UNLESS NOTED OTHERWISE.

R. REMOVE ALL FLOOR AND WALL MOUNTED CASEWORK AND BUILT-IN

SHELVING THROUGHOUT PROJECT BOUNDARY UNLESS NOTED OTHERWISE.

S. VA TO REMOVE ALL EXISTING EQUIPMENT AND FURNITURE FROM PROJECT

BOUNDARY PRIOR TO START OF CONSTRUCTION.

DEMOLITION GENERAL NOTES

1. REMOVE PORTION OF EXISTING MASONRY WALL INDICATED - FLOOR TO

DECK.

2. REMOVE EXISTING EXTERIOR DOOR, SIDELIGHT, TRANSOM, FRAME AND

HARDWARE IN ITS ENTIRETY.

3. REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY. REMOVE

EXISTING CEILING MOUNTED FIXTURES AND EQUIPMENT.

4. REMOVE PLUMBING FIXTURES, GRABRAILS, ACCESSORIES, ETC. -REFER TO

PLUMBING PLANS FOR FURTHER INFORMATION.

5. REMOVE EXISTING VCT FLOORING, BASE AND FLOOR OVERBUILDS.

PREPARE/INFILL AND LEVEL FLUSH TO EXISTING TO RECEIVE NEW FLOOR

FINISH.

6. REMOVE SLIDING DOOR ASSEMBLY IN ITS ENTIRETY.

7. REMOVE EXISTING PORCELAIN TILE FLOORING, WALL TILE, AND MORTAR

BED. PREPARE/INFILL AND LEVEL FLOOR FLUSH TO EXISTING SUBFLOOR TO

RECEIVE NEW FLOOR FINISH.

8. REMOVE EXISTING WOOD WINDOW SILLS IF APPLICABLE. PREP FOR NEW

SOLID SURFACE SILL - REFER TO SHEET AI101.

9. REMOVE EXISTING EXTINGUISHER AND MOUNT. SALVAGE FOR

REINSTALLATION.

10. EXTENT OF WORK IN THIS SPACE TO BE ONLY THE FOLLOWING: REMOVE

WALL BASE, PATCH/REPAIR PLASTER WALLS AND PREP FOR NEW PAINT.

ACT CEILING ASSEMBLES TO BE REMOVED ENTIRELY. EXISTING

PLASTER/GYP CEILINGS TO REMAIN - PATCH/REPAIR AND PREP FOR NEW

PAINT.

11. PLUMBING FIXTURE TO REMAIN EXISTING.

12. REMOVE DISPENSING WINDOW. REMOVE EXISTING SERVICE BELL -

SALVAGE FOR REINSTALLATION IN NEW LOCATION. COORDINATE w/

ARCHITECTURAL PLAN.

13. FIRE EXTINGUISHER TO REMAIN EXISTING.

14. NO WORK TO OCCUR IN STAIRWELL.

15. REMOVE EXISTING DOOR, FRAME, AND HARDWARE IN ITS ENTIRETY. WHERE

DOORS ARE TO BE REMOVED AND OPENINGS TO BE INFILLED, REMOVE

MASONRY WALL CONSTRUCTION DOOR TO DECK - COORDINATE w/

ARCHITECTURAL PLAN.

16. REMOVE EXISTING VAULT DOOR, FRAME, HARDWARE, AND ASSOCIATED

ACCESS CONTROLS IN ITS ENTIRETY. DOOR TO BE HANDED OVER TO

OWNER.

17. SAWCUT CONCRETE FLOOR SLAB TO INSTALL NEW PLUMBING -

APPROXIMATELY 2'-0" WIDE. COORDINATE WITH PLUMBING DRAWINGS.

18. REMOVE STOREFRONT WALL ASSEMBLY IN ITS ENTIRETY.

19. REMOVE DRINKING FOUNTAIN.

20. AHU UNIT TO BE BROUGHT IN THROUGH EXISTING WINDOW. WINDOW TO BE

REMOVED AND REINSTALLED AS NEEDED. COORDINATE WITH CONTRACTOR

AND/OR OWNER.

21. REMOVE PORTION OF EXISTING MASONRY WALL INDICATED FOR NEW

OPENING.

22. REMOVE MASONRY INFILLED PORTION OF EXISTING EXTERIOR WALL FOR

NEW MECHANICAL, LOUVERS. REFER TO MECHANICAL DRAWINGS FOR

MORE INFORMATION.

23. REMOVE EXISTING EXHAUST FAN. REFER TO MECHANICAL DRAWINGS FOR

FURTHER INFORMATION.

#DEMOLITION PLAN NOTES

PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

N

R S T U V

13' - 0"

13' - 0"

1'

102G

STORAGE

102H

STORAGE

102O

STORAGE

102J

STORAGE

102K

ELECTRICAL

102I

HVAC

STAIR

C1-9

CORRIDOR

102F

LOUNGE

102D

LAB

102G-1

INPATIENT PHARMACY

102B

INPATIENT PHARMACY 102C

INPATIENT PHARMACY

102A

INPATIENT PHARMACY

102L

STORAGE

102M

STORAGE

102N

TLT

103A

CHIEF OFFICE

OFFICE

103B

VAULT

ELEVATOR

3'

4' - 10"

3 5

102G-2

INPATIENT PHARMACY

102M

STORAGE

10 1010

3 5

3 5

3 5

3 5

15 1

1'

/4

11' - 0"

V.I.F.

15' - 6"

V .I.

F

7' - 5 3/4"

22 2220

UP 23

DEMOLITION PLAN SYMBOLS

WALL TO BE REMOVED

DOOR TO BE REMOVED

DEMOLITION SYMBOLS LEGEND

NO DEMOLITION/ARCHITECTURAL WORK TO TAKE

PLACE IN THIS AREA.

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

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R e n o v a te

-1 R f o r

S u p p ly C h a in M a n a g e m e n t S e rv ic e

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M

AD101

FIRST FLOOR DEMOLITION PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS JL

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD101

1 FIRST FLOOR DEMOLITION PLAN

UP

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPE GENERAL NOTES AE002 FOR WALL BOARD MATERIAL.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.Gi .

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL

FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

N. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

O. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO SHEET QH101 FOR EQUIPMENT SCHEDULE AND INFORMATION.

R. REFER TO SHEET AI201 FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE TOLERANCES FOR

ADDITIONAL INFORMATION.

ARCHITECTURAL GENERAL NOTES

ARCHITECTURAL PLAN NOTES

1. EXISTING FIRE EXTINGUISHER TO REMAIN.

2. EXISTING DOCK TO REMAIN.

3. INFILL WALL - ALIGN SURFACES TO RESULT IN A FLUSH FINISHED

CONDITION. REFER TO DETAIL 1/AE101.

4. ALIGN WALL FINISH FLUSH TO EXISTING.

5. REINSTALL SALVAGED FIRE EXTINGUISHER.

6. INFILL WALL FLOOR TO DECK - ALIGN SURFACES TO RESULT IN A FLUSH

FINISH. INSTALL WALL PROTECTION, ARCHITECTURAL BASE, AND WOOD

CRASHRAIL TO MATCH EXISTING.

7. INFILL EXTERIOR WALL WITH LIKE CONSTRUCTION TO MATCH EXISTING

WHERE EXHAUST FAN IS REMOVED. REFER TO MECHANICAL DRAWINGS FOR

MORE INFORMATION.

8. 4" HIGH CONCRETE HOUSEKEEPING PAD - REFER TO MECHANICAL

DRAWINGS FOR EXACT SIZE AND LOCATION.

9. INSTALL NEW 42"x60" ALUMINUM FRAME STATIONARY VIEWING WINDOW

TEMPERED CLEAR GLAZING. INSTALL BOTTOM OF WINDOW AT 3'-6" A.F.F.

10. CONTRACTOR TO VERIFY IF EXISTING MASONRY WALL CONSTRUCTION

MEETS 1HR FIRE RATING. IF NOT MET, CONTRACTOR TO UPGRADE AND

SEAL ALL PENETRATIONS TO MEET RATING.

11. INSTALL NEW FIRE RATED DOOR. MATCH EXISTING SIZE - V.I.F.

12. INSTALL FIXED LOUVER IN OPENING - MATCH OPENING SIZE. COORDINATE

WITH MECHANICAL DRAWINGS.

Q R S T XU V WPO

126 SF

WOMEN'S LOCKER

103B

155 SF

MEN'S LOCKER

103A

49 SF

STORAGE

103C

102 SF

HALLWAY

669 SF

OPEN OFFICE

102A

66 SF

TOILET

102D

620 SF

MECHANICAL

102J

56 SF

COPY

102E

1356 SF

STORAGE/OPEN

OFFICE

102B

186 SF

BREAK ROOM

102C

C1-9250 SF

DOCK

C1-9

42 SF

STORAGE

102H

60 SF

ELEC.

102G34 SF

MECH.

102F

63 SF

STORAGE

102K

99 SF

STORAGE

102L

102C

102D

103B

FE

3C

AE101

F3D.G

E Q

E Q

3'

CR

F0D.G

F0D.G

ELEV

ELEVATOR

65 SF

UNUSABLE SPACE

102M

3' - 0"

VERIFY w/ MECH

21' - 6"

V E

R

IF

Y w

/ M E

C H

4'

EQ EQ

2A

2'

/4 " 3

S3A.1F

S3A.1F

2B

S3A.1F

3'

CR

CR

12 12

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

158 SF

OFFICE

102N

102N

FEC

PROJECT

LOCATION

SHADE INDICATES

AREA OUT OF

PROJECT SCOPE

BLDG 58 KEYPLAN

N

7' - 4"

/4

9'

/4

1' - 6"

1' - 3"

S3A.Gi

S3A.Gi

F3D.G

102D

F3D.G

PROVIDE IN-WALL

BLOCKING FOR GRAB

BARS

ø 5' - 6"

INSTALL PRIVACY FILM TO

WINDOW - REFER TO

FINISH PLANS

ALIGN NEW WALL FINISH

TO EXISTING JAMB

SIZE STUDS ACCORDINGLY TO

CREATE A FLUSH WALL FINISH ON

BOTH SIDES

ALIGN INFILL WALL TO

EXISTING FINISH - TYP

V .I.

F

EXISTING BRICK WALL AND

PLASTER FINISH

3 5/8" METAL STUD FRAMING

ALIGN INFILL WALL TO

EXISTING FINISH

EXISTING BRICK WALL AND

PLASTER FINISH

REFER TO PLAN

WHERE WALL THICKNESS MATCHING IS ACHIEVABLE

WHERE WALL THICKNESS MATCHING IS

NOT ACHIEVABLE

CORRIDOR SIDE

PROJECT SIDE

CONTROL JOINT, BOTH SIDES

CORNER BEAD, BOTH SIDES

CONTROL JOINT, ALL SIDES

SOUND BATT INSULATION -

INSTALL FULL HEIGHT AND WIDTH

SOUND BATT INSULATION -

INSTALL FULL HEIGHT AND WIDTH

FINISH PLASTER CORNER WITH TEAR AWAY BEAD AND

BLENDING SKIM COAT INTO PLASTER. APPLY PAINTABLE CAULK

AT INSIDE CORNER BETWEEN NEW AND EXISTING FRAME.

OR LAYER DRYWALL TO CREATE A SMOOTH CONTINUOUS

FINISH.

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

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /1

.5

.2

R e n o v a te

-1 R f o r

S u p p ly C h a in M a n a g e m e n t S e rv ic e

/1

.5

.2

A v

.r v t

/1

/2

:0

:0

P

M

AE101

FIRST FLOOR ARCHITECTURAL

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 58-1 R102 FOR

SUPPLY CHAIN MANAGEMENT

SERVICE

DANVILLE, IL

550-23-108

58-R102

04/30/2025 BS JL

100% CONSTRUCTION

DOCUMENTS

FULLY…