538-23-102 Final Drawings.pdf

PDF 23 MB Posted Mar 5, 2026

Attached to: Z1DA--Renovate B26 for Mental Health - 538-23-102 Chillicothe VAMC
Solicitation number: 36C25026B0009
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Mar 5, 2026

This is a comprehensive set of construction document final drawings for the renovation of Building 26 (Mental Health Unit) at the Chillicothe VA Medical Center in Ohio. The project, identified as 538-23-102, involves modifications to the first floor Acute Mental Health Unit and basement mechanical space totaling approximately 23,067 square feet.

The renovation scope encompasses demolition and new construction of patient rooms, bathrooms, corridors, and support spaces with compliance to 2024 NFPA 101 Life Safety Code and 2021 International Building Code standards. Key construction elements include new wall partitions (primarily Type S1.0 gypsum board construction), flooring systems with resinous overlays in patient bathrooms and utility areas, new electrical and mechanical systems, fire suppression modifications, plumbing infrastructure updates including domestic water backfeed piping, HVAC ductwork and controls, lighting fixtures with emergency circuitry, and comprehensive security/technology systems integration. The project requires coordination with phasing operations to maintain facility functionality, with specific provisions for negative air pressure maintenance, temporary partitioning during construction, and protection of existing systems serving undisturbed areas. Detailed specifications address ligature-resistant design elements for mental health settings, including anti-ligature hardware, grab bars, and tamper-proof fasteners throughout patient care areas. The contractor is responsible for field verification of all existing conditions, coordination of multiple trade disciplines, management of domestic water system outages with maximum four-hour shutdowns, and compliance with behavioral health facility security requirements including card access systems and door locking arrangements.

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Other files

File	Type	Posted
Bid Opening Instructions Revised 36C25026B0009.docx	DOCX document	Apr 9, 2026
36C25026B0009 0002.docx	DOCX document	Apr 9, 2026
Addendum 1 to Drawings and Specifications - Renovate B26 Mental Health - 538-23-102.pdf	PDF	Apr 9, 2026
RFI Questions and Answers 36C25026B0009 - Renovate B26 Mental Health - 538-23-102.docx	DOCX document	Apr 9, 2026
538-23-102 Amended Final Drawings.pdf	PDF	Mar 12, 2026
36C25026B0009 0001.docx	DOCX document	Mar 12, 2026
Single Source Justification - Simplex - R.pdf	PDF	Mar 5, 2026
Single Source Justification - BEST Keying System - R.pdf	PDF	Mar 5, 2026
Single Source Justification - Ascom Telligence - R.pdf	PDF	Mar 5, 2026
538-23-102 Specifications.pdf	PDF	Mar 5, 2026
538-23-102 Sole Source List.xlsx	XLSX spreadsheet	Mar 5, 2026
538-23-102 Scope of Work.pdf	PDF	Mar 5, 2026
538-23-102 Wage Determination OH20260053.pdf	PDF	Mar 5, 2026
36C25026B0009_2.docx	DOCX document	Mar 5, 2026

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EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

10'-8"

XX.X-X

1/A101

A101

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

U S 35

US 35

SR 104

EXIT

S R

N . H

S T

R E

E T

C R

SCIO

TO R

IVER

S R

G E

S T

R E

E T

Department of Veterans Affairs Medical Campus

T A

F T

D R

G R

TAFT CIRCLE T

F T

C L E

S T

A T

E R

O U

T E

HINES BLVD.

BURMA RD.

E S B

L V D

CLEVELAND AVE.

BOTTS RD.

HINES BLVD.

E S

B L V

C L E V E L A N

D A

V E

C L E

V E

L A

N D

A V

HINES BLVD.

S A

N D

U S

K Y

B L V

D O

B S

O N

C L E

D O

B S

O N

C L E

T A

F T

D R

G R

B26

P: 937-224-0861 www.heapy.com J A S O N

R O S S

H O

F O

E T A T

R EG

E T

R E D

R A

C H

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JPA ARCHITECTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SCHAEFER

STRUCTURAL ENGINEERING

537 EAST PETE ROSE WAY, SUITE 400

CINCINNATI, OH 45202

513.542.3300 P

513.542.5540 F

FORCE PROTECT

SECURITY CONSULTANTS

10901 FRONT BEACH ROAD, SUITE 1415

PANAMA CITY, FLORIDA 32407

502.836.4232 P

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

COVER SHEET

G001

VRSO

538-23-102

CHILLICOTHE, OHIO

RENOVATE B26 MENTAL HEALTH

17273 STATE ROUTE 104 CHILLICOTHE, OHIO 45601 PROJECT #: 538-23-102

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

G001 COVER SHEET

G100 CODE DATA

G101 PHASING PLAN

AD101 DEMOLITION PLAN - FIRST FLOOR

AD121 DEMOLITION PLAN - FIRST FLOOR RCP

AE100 BASEMENT PLAN - NEW WORK

AE101 FIRST FLOOR PLAN - NEW WORK

AE110 WALL TYPES, PLAN DETAILS, & SECTIONS

AE111 PLAN DETAILS & SECTIONS

AE112 ENLARGED PLANS & ELEVATIONS

AE113 ENLARGED PLANS & ELEVATIONS

AE120 BASEMENT - REFLECTED CEILING PLAN

AE121 FIRST FLOOR - REFLECTED CEILING PLAN

AE122 REFLECTED CEILING DETAILS

AE511 CASEWORK SECTIONS & DETAILS

AE601 DOOR SCHEDULE & DETAILS

AF101-F FLOOR FINISH PLAN

AF101-W WALL FINISH PLAN

AF102-F BASEMENT FLOOR FINISH PLAN

AF601 FINISH LEGEND & FINISH DETAILS

QF100 EQUIPMENT & FURNITURE PLAN

S001 GENERAL NOTES AND SPECIAL INSPECTIONS

S101 FOUNDATION PLAN

S201 TYPICAL FOUNDATION DETAILS & SECTIONS

F001 ABBREVIATIONS, SYMBOLS & DESIGN NOTES

FX101 FIRST FLOOR PLAN - FIRE SUPPRESSION

P001 ABBREVIATIONS, SYMBOLS & GENERAL NOTES

PC100 BASEMENT PLAN - DISTRIBUTION - PRE-CONSTRUCTION

PD200 DEMOLITION PLAN - BASEMENT FLOOR

PD201 DEMOLITION PLAN - FIRST FLOOR

PL200 BASEMENT PLAN - DRAINAGE

PL201 FIRST FLOOR PLAN - DRAINAGE

PP200 BASEMENT PLAN - DISTRIBUTION

PP201 FIRST FLOOR PLAN - DISTRIBUTION

P601 SCHEDULES & DETAILS

P901 ISOMETRIC - DISTRIBUTION

P902 ISOMETRIC - DRAINAGE

M001 ABBREVIATIONS, SYMBOLS & GENERAL NOTES

MD101 DEMOLITION PLAN - FIRST FLOOR

M101 FIRST FLOOR PLAN

M500 DETAILS

M600 SCHEDULES

M700 DIAGRAM - CONTROLS

E001 ABBREVIATIONS, SYMBOLS & GENERAL NOTES

ED101 DEMOLITION PLAN - FIRST FLOOR LIGHTING

ED102 DEMOLITION PLAN - FIRST FLOOR POWER & FIRE ALARM

EL101 FIRST FLOOR PLAN - LIGHTING

EP101 FIRST FLOOR PLAN - POWER

EF101 FIRST FLOOR PLAN - FIRE ALARM

E501 DETAILS

E601 SCHEDULES

E701 DIAGRAM - SINGLE-LINE

T001 ABBREVIATIONS, SYMBOLS & GENERAL NOTES

TD101 DEMOLITION PLAN - FIRST FLOOR PLAN

TN101 FIRST FLOOR PLAN - DATA NETWORKS

T401 ENLARGED FIRST FLOOR TECHNOLOGY ROOM

T501 DETAILS AND SCHEDULE

T503 DETAILS AND SCHEDULE

T502 DETAILS

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

DRAWING INDEXVICINITY MAP

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

13. ALL WORK MUST BE IN COMPLIANCE WITH PCRA/ICRA PERMIT.

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N N.T.S.Scale:

CAMPUS PLAN

Revisions Date

CONSTRUCTION DOCUMENTS 06/13/2025

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

STORAGE

NURSE

STATION

STAFF TOILET

SALLYPORT

C112

VEST.

120B

CORRIDOR

C103

SHARED

WORKSPACE

PRIVATE

PATIENT

ROOM

CORRIDOR

C105

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

126A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

128A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

127A

PATIENT

BATHROOM

125A

PRIVATE

PATIENT

ROOM

MED ROOM

CORRIDOR

C102

PRIVATE

PATIENT

ROOM

EXISTING

STAIR

S1-1

PATIENT

BATHROOM

114A

CORRIDOR

C104

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

124A

PATIENT

BATHROOM

122A

PATIENT

BATHROOM

121A

PATIENT

BATHROOM

111A

PATIENT

BATHROOM

109A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

CONSULT

ROOM

TUB ROOM

MD/DO/APP

105A

COURTYARD

EXISTING

STAIR

S2-1

ELEC.

LINEN CHUTE

130A

LINEN

VESTIBULE

HAC

EXAM ROOM

STORAGE

VEST.

C104A

PRIVATE

PATIENT

ROOM

STAFF /

VISITOR

TOILET

PATIENT

BATHROOM

164A

MED ROOM

100A

ELEC.

CORRIDOR

C107

RECREATION

CONFERENCE

ROOM

DAY ROOM

175B

CORRIDOR

C100

NURSE

STATION

CORRIDOR

C102

CORRIDOR

C111

PRIVATE

PATIENT

ROOM

QUIET ROOM

PATIENT

BATHROOM

167A

PATIENT

BATHROOM

168A

PATIENT

BATHROOM

169A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

170A

SHARED

WORK ROOM

EXISTING

STAIR

S5-1

IT / DATA

ROOM

COURTYARD

DINING

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

SERVERY &

NUTRITION

175A

NURSE

STATION

NUTRITION

EXISTING

STAIR

S4-1

STAFF TOILET

CLEAN

UTILITY/MED

SUPPLY

SOILED

UTILITY

VISITOR

ROOM

NURSE

MANAGER

SHARED

WORKSPACE

STORAGE

STAFF

LOCKER

144A

SHARED

WORKSPACE

SALLY PORT

C108

WARD CLERK

PATIENT

BATHROOM

107A

PATIENT

BATHROOM

108A

PRIVATE

PATIENT

ROOM

SALLY PORT

C101

DAY ROOM

GROUP ROOM

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

148A

EXISTING

STAIR

S3-1

HAC

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

147A

CORRIDOR

C108

CORRIDOR

C110

CORRIDOR

C110A

STORAGE

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

151A

PATIENT

BATHROOM

153A

PRIVATE

PATIENT

ROOM

153 CORRIDOR

C109

PATIENT

BATHROOM

150A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

152A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

154A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

157A

MEDROOM

159VEST

158A

PATIENT

BATHROOM

156A

STORAGE

CLOSET

102A

CORRIDOR

C106

CONSULT

ROOM

STORAGE

133A

STORAGE

136A

WAITING

VESTIBULE

STAFF

LOUNGE

30' (max. limit) Dead End: 5' - 3 7/8"

30' (max. limit) Dead End: 5' - 2 1/8"

LAUNDRY

160Travel Distance to Smoke Barrier 107' 200' (max. limit)

Common Path: 60' 100' (max. limit)D

E L

D E

" Travel Distance to Smoke Barrier 189'

200' (max. limit)

Travel Distance to Exit: 82' 200' (max. limit)

FEFE

Travel Distance to Exit: 54' 200' (max. limit)

Common Path: 51' 100' (max. limit)

S m o k e C o m p a rt m e n t

F S m o k e C o m p a rt m e n t

Common Path: 43' 100' (max. limit)

Smoke Compartment #2

17,790 SF

Smoke Compartment #1

7,930SF

P: 937-224-0861 www.heapy.com J A S O N

R O S S

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R A

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

CODE DATA

G100

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

N Scale: 1/8" = 1'-0"

Code Plan

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Project Name: VA Chillicothe, Renovate Building 26 Mental Health

Project Number: VA# 538-23-102 / RDCJPA# 23067.00

Project Address: 17237 State Route 104, Chillicothe, Ohio 45601

Project Description:

This project will involve making modifications to the 1st floor Acute Mental Health Unit and the Basement mechanical space.

Applicable Codes:

• VA Directives, Design Manuals, Master Specifications, VA National CAD Standard

Application Guide, and other Guidance on the Technical Information Library (TIL) (www.cfm.va.gov/til/)

• 2024 NFPA 101, Life Safety Code (LSC) Chapter 20, et al

• NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900

• 2021 International Building Code (IBC), only when specifically referenced in VA Design

Documents

• Occupational, Safety and Health Administration (OSHA) Standards.\VA Seismic

Design Requirements, H-18-8

• Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13), rev. 02/01/2024

2024 NFPA 101, LIFE SAFETY CODE SUMMARY:

Chapter 6, Classification of Occupancy and Hazard Contents

6.1.5. Health Care, Chapters 18 and 19

Chapter 7, Means of Egress Table 7.3.1.2, Occupant Load Factor: Health Care Use Inpatient treatment departments: 1,448 s.f. ÷ 240 s.f./person = 6 occupants Sleeping departments: 6,628 s.f. ÷ 120 s.f./person = 55 occupants

Table A.7.6, Common Path, Dead End, and Travel Distance Limits: Health Care Use, Sprinklered

Common path limit: 100 feet (18.2.5.2) Dead end limit: 30 feet (18.2.5.3) Travel distance limit: 200 feet (18.2.6.2.1)

Chapter 8, Features of Fire Protection Table A.8.2.1.2, Fire Resistance Ratings for Type II (222) Construction:

Exterior bearing walls, supporting more than one floor, columns or other bearing walls: 2 hour

Supporting one floor only: 2 hour Supporting Roof only: 1 hour

Interior bearing walls, supporting more than one floor, columns or other bearing walls: 2 hour

Supporting one floor only: 2 hour Supporting Roof only: 1 hour

Columns, supporting more than one floor, columns or other bearing walls: 2 hour

Supporting one floor only: 2 hour Supporting Roof only: 1 hour

Beams, Girders, Trusses, and Arches, supporting more than one floor, columns or other bearing walls: 2 hour

Supporting one floor only: 2 hour Supporting Roof only: 1 hour

Floor/Ceiling assemblies: 2 hour Roof Ceiling assemblies: 1 hour Interior nonbearing walls: 0 hour Exterior nonbearing walls: 0 hour

Chapter 9, Building Service and Fire Protection Equipment The building is equipped with a fire alarm system in accordance with 2021 NFPA 101 LSC, Sections 9.6 / 18.3.4.1.

The building is sprinklered throughout by an approved, supervised automatic sprinkler system in accordance with 2021 NFPA 101 LSC, Sections 9.7 / 18.3.5.

The building is supplied with portable fire extinguishers in accordance with 2021 NFPA 101 LSC, Sections 9.9 / 18.3.5.12

Chapter 10, Interior Finish, Contents, and Furnishings Table A.10.2.2, Interior Finish Classification Limitations:

Health Care Use Exits: Class A Exit access corridors: Class A (Class B on lower portion of corridor) Other spaces: Class A (Class B in small individual rooms) New interior finishes on walls and ceilings are limited to Class A materials, except for small rooms (see 18.3.3.2.1) and lower portion of corridor walls (see 18.3.3.2.2).

Chapter 18, New Health Care Occupancies Table 18.1.6.1, Construction Type Limitations Construction Type II (222) / IB International Building Code Equivalent, Sprinklered More than 4 stories allowed (basements shall not be considered a story) Unlimited Area (International Building Code)

18.2.2.2.5.1. Door-locking arrangements shall be permitted where the clinical needs of patients require specialized security measures or where patients pose a security threat, provided that staff can readily unlock door at all times in accordance with18.2.2.2.6.

18.2.2.2.6. Doors that are located in the means of egress and are permitted to be locked under other provisions of 18.2.2.2.5 shall be comply with both of the following.

1. Provisions shall be made of rapid removal of occupants by means of one of the following:

a. Remote control locks from within the locked smoke compartment

b. Keying of all locks carried by staff at all times.

c. Other such reliable means available to the staff at all times.

2. Only one locking device shall be permitted on each door.

18.2.3.5. Aisle, corridor, and ramp required for exit access in a limited care facility or hospital for psychiatric care shall not be less than 6 feet in clear, unobstructed width, unless otherwise permitted by one of the following (see the code book).

18.2.4.3 Not less than two separate exits shall be accessible from every part of every story, except where rooms are not required to have a door leading directly to the exit access corridor, as permitted by 18.2.5.6.3.

18.3.7.1 Buildings containing health care facilities shall be subdivided by smoke barriers (see 18.2.4.3), unless otherwise permitted by 18.3.7.2 and 18.2.7.3)

(1) To divide every story used by inpatients for sleeping or treatment into not less than two smoke compartments.

(2) To divide every story having an occupant load of 50 or more persons, regardless of use, into not less than two smoke compartments.

(3) To limit the size of each smoke compartment required by 18.3.7.1 (1) and

18.3.7.1 (2) to an area not exceeding (see code book).

(4) To separate atriums is accordance with 18.3.7.3, in which case no limitation in the atrium size is required.

(5) To limit the travel distance from any point to reach a door in the required smoke barrier to a distance not exceeding 200 feet.

Chapter 43, Building Rehabilitation This project is a modification in accordance with 43.2.2.1.3.

Door required for egress from Phase 1 to Stair S-4. Contractor to maintain clear path for egress.

Complete rooms 135 and 140 before starting work in room

105A and 105. Coordinate with COR office/staff logistics.

Double egress doors and window infill installed at completion of phase 1 prior to phase 2 starting.

Coordinate with COR.

Contractor must keep corridor C106 clear for daily staff activities and access.

Dining room will be occupied throughout the project. Install temporary wall before phase 2 begins.

Construct temporary wall in one day to limit patient access disruption.

Coordinate with COR.

UNIT A

UNIT B

S4-1

105A

Preconstruction Legionella Work in basement prior phase 1. See plumbing drawings for additional information.

Basement slab work to be in Phase 1.

Existing area not in Scope

PHASE 1:

PHASE 2:

Temporary Wall Partition Provide minimum level 4 finish gypsum board finish, p-1, and rubber base at patient access areas.

LEGEND

P: 937-224-0861 www.heapy.com J A S O N

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

PHASING PLAN

G101

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N.T.S.Scale:

FIRST FLOOR PHASING

N.T.S.Scale:

BASEMENT PHASING PLAN

GENERAL PHASING NOTES

A. For temporay partition locations see Demolition Plans. Temporary partitions are suggested locations. Coordinate final location in field with C.O.R.

B. Verify all conditions in the field prior to fabrication, erection and construction.

C. All asbestos containing material (ACM) must be abated per the direction of the C.O.R. and project specification 017419 and local state and federal regulations. Abatement if required is to be scheduled in appropriate sequence with demolition, new construction and project phasing.

D. Coordinate phase completion and start-up with requirements as set forth by the C.O.R. to maintain daily operations to near as normal as possible.

E. Coordinate location of job dumpster with the C.O.R. so as to disrupt daily operations as little as possible.

F. Coordinate access to all phases of construction, deliveries, and debris removal with the C.O.R. See General Requirements.

G. Temporary door locations and sizes are as required by the General Contractor. Doors will interfere with daily operations as little as possible. Confirm all locations with the C.O.R.

H. Existing HVAC, medical gases, sprinklers and water supply to be maintained throughout as required during each phase of construction.Coordinate phasing with Mechanical and Plumbing contractor. Support and protect all lines during each phase of construction. See MEP Drawings.

J. Provide and maintain negative air pressure at all construction.

Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements and duct locations.

K. Temporary partition to structural deck above. See A601 for temporary partition type.

L. Existing power must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor. Coordinate power turnover with requirements as dictated by the C.O.R. See Electrical Drawings.

M. Coordinate sequence construction with C.O.R. so that only one side of any corridor in use is obstructed at any one time.

N. Coordinate all work involving the generation of excessive noise so as to occur during non-peak operating hours, 1000 to 1600 daily.

Activities to occur during this time include, but are not limited to saw cutting, jack hammering, hammer drilling and core drilling. If there is any question as to whether an operation should occur during this time the Contractor will contact the C.O.R.

P. Unit A will be occupied during construction of Phase 1. Unit B will be occupied during construction of Phase 2. Contractor is required to coordinate work activites and temporary barriers in a way that allows for adquate operation of those occupied units.

STORAGE

CLEAN

UTILITY

2.14

ALCOVE

CORRIDOR

C106

SERVERY

175A

TOILET

STORAGE

120A

MED ROOM

SHARED

WORKROOM

STORAGE

VISITOR

ROOM

ELEVATOR

INTAKE

ROOM

VESTIBULE

VISITOR

ROOM

WAITING

PATIENT

BATHROOM

138A

STORAGE

STAFF

LOUNGE/LOCKERS

ALCOVE

BARIATRIC

PRIVATE

PATIENT

ROOM

ISOLATION

ROOM

110A

ANTE

ROOM

2.69

STORAGE

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

147A

HAC

BARIATRIC

PATIENT

BATHROOM

148A

CORRIDOR

C108

LOCKERS

144A

2.69

PATIENT

TOILET

110B

ALCOVEALCOVE

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

128A

PATIENT

BATHROOM

126A

DIRTY

LINEN

C105A

PATIENT

BATHROOM

125A

PATIENT

BATHROOM

127A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

124A

PATIENT

BATHROOM

122A PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

NURSE

STATION

PATIENT

BATHROOM

121A

STORAGE

ELECTRICAL

CORRIDOR

C103

VESTIBULE

120B

MED GAS

HAC

LINEN

VESTIBULE

STORAGE

133A

SHARED

WORKROOM

EXAM

ROOM

CORRIDOR

C107

TOILET

CONFERENCE

ROOM

IT / DATA

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

150A

PATIENT

BATHROOM

151A

PATIENT

BATHROOM

153A

PATIENT

BATHROOM

152A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

NURSE

STATION

VESTIBULE

158B

PATIENT

BATHROOM

157A

STORAGE

158A

MED ROOM

PATIENT

LAUNDRY

TREATMENT

TEAM

ROOM

CORRIDOR

TOILET

PATIENT

BATHROOM

164A

PRIVATE

PATIENT

ROOM

QUIET

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

167A

PATIENT

BATHROOM

168A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

169A

PATIENT

BATHROOM

170A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

CONSULT

ROOM

CONSULT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

111A

PATIENT

BATHROOM

109A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

108A

PATIENT

BATHROOM

107A

PRIVATE

PATIENT

ROOM

RECREATIONAL

173DAY ROOM

DINING

COURTYARD

NUTRITION

CORRIDOR

C111

NURSE

STATION

MED ROOM

100A

SOILED

UTILITY

GROUP

ROOM

SHARED

WORKROOM

COURTYARD

CORRIDOR

C102

PATIENT

BATHROOM

114A

STAFF

TOILET

PATIENT

BATHROOM

154A

PATIENT

BATHROOM

156A

CORRIDOR

C105

EXISTING

STAIR

S2-1

LINEN

CHUTE

130A

STORAGE

136A

CORRIDOR

C109

ELECTRICAL

DAY ROOM

CORRIDOR

C112

CORRIDOR

C101

2.69

2.692.682.682.682.682.682.682.68

2.69

2.60

2.60 2.60

2.60

2.602.60

2.56

2.12

2.56

2.14

2.57

2.14

2.61

2.65

2.12

2.65

2.12

2.65

2.12

2.14

2.56

2.12

2.14

2.14 2.082.14

2.17

2.15

2.07

2.57

2.67 2.56 2.56

2.72

2.73

Typ.

2.74

2.73

Typ.

2.73

Typ.

2.73

Typ.

2.73

Typ.

2.73 Typ.

2.69

2.25

2.26

2.25 2.26

2.26

2.61

2.27

2.272.27

2.5722.01

2.69

2.69 2.27

2.26

2.81

AE111

Sim

CLR.

5'-0" MIN.

T1.0

2.29

C L

CLR.

4'-0" MIN.

2.26

2.69 2.27

T1.0

2.30

2.14

T1.0

2.13

2.20

2.85

2.84

2.75

1.03

2.41

2.42

2.40

2.402.40

2.40

2.402.402.402.402.40

2.162.16

2.16

2.43 2.43 2.43

2.40 2.402.40 2.40 2.40 2.40

2.40

2.40 2.40 2.40 2.40

AE111

Sim

2.302.30

2.87

2.872.87

2.87 2.87

2.87

2.35

2.56

2.30

T1.0

2.30

2.89

2.89 2.89

2.89

2.37

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

Existing to Remain

ACT/Light Fixture to be Demolished

Area of Floor Prep for New Flooring

P: 937-224-0861 www.heapy.com J A S O N

R O S S

H O

F O

E T A T

R EG

E T

R E D

R A

C H

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

DEMOLITION PLAN - FIRST FLOOR

AD101

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

N Scale: 1/8" = 1'-0"

Demolition Plan

1.03 DEDUCT ALTERNATE 01: West Sally Port

2.07 Salvage existing sink, casework, and related accessories for new construction. See Plumbing Drawings.

2.08 Salvage existing toilet & related accessories for new

construction.

2.12 Existing handrail to remain. Protect in place.

2.13 Existing window to remain. Protect in place.

2.14 Remove existing linoleum tile flooring and wall base.

2.15 Existing fire extinguisher to remain. Protect in place.

2.16 Existing window sill to remain. Protect in place.

2.17 Remove a section of the existing drywall partition, window, sill, and masonry wall construction for the new door opening. Refer to Detail 1/AE111.

2.20 Existing column enclosure to remain. Protect in place.

2.25 Remove existing door leaf. Existing frame to remain, protect in place.

2.26 Remove existing door and frame. Prepare opening for new

construction.

2.27 Remove existing handrails where new window sill is installed.

Patch and repair finish to match existing.

2.29 Existing sink/countertop to remain. Protect in place.

2.30 Coordinate the location of the temporary construction partition and public access with the COR before construction.

2.35 Existing mop sink to remain. Protect in place.

2.37 Remove existing window and window sill. Prepare for drywall infill.

2.40 Existing window type "A" with a R.O. width approx. 3'-6 1/4"

2.41 Existing window type "B" with a R.O. width approx. 4'-2 3/4"

2.42 Existing window type "C" with a R.O. width approx. 2'-10"

2.43 Existing window type "D" with a R.O. width approx. 3'-6 1/4"

2.56 Remove existing handrails. Patch and repair wall finish to match existing.

2.57 Remove existing countertop/casework. Prepare the area for new work.

2.60 Prepare the existing tile floor for a resinous flooring system according to the manufacturer's instructions.

2.61 Remove existing plumbing fixture. See Plumbing Drawing.

2.65 Remove a portion of the existing handrail that interferes with the full swing of the door. Patch and repair finish to match existing.

2.67 Remove the existing aluminum storefront window and prepare the opening for new work.

2.68 Remove existing window sill and portion of wall as shown. Refer to detail 1/AE110. Protect existing windows in place.

2.69 Remove the windowsill and part of the wall as detailed in 3/AE110. Protect existing window.

2.72 Remove floor finish.

2.73 Remove existing recessed shower track in patient toilets.

2.74 Remove existing VCT flooring.

2.75 Remove existing window and prepare for new construction.

2.81 Remove existing wood windows and prepare the opening for new work.

2.84 Remove existing half-height wall and window frame/glazing.

Prepare area for new construction.

2.85 Remove existing hose bracket and wall protection. Salvage the hose bracket for future use and prepare the wall area for new construction.

2.87 Remove and salvage existing toilet for new construction.

Prepare area for new work.

2.89 Remove the existing shower grab bars. The contractor is

responsible for repairing and patching the existing solid surface shower enclosure to like-new condition if its surface is damaged during demolition or new installation.

22.01 Plumbing fixture. See Plumbing Drawings.

PLAN NOTES

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to C.O.R. Box hardware before giving to C.O.R.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

E. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

F. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

G. Remove existing corner guards in areas to be remodeled.

GENERAL DEMOLITION NOTES

2.53

2.19

2.52

2.66

2.10

2.11

2.63

2.632.63

2.63

2.53

2.10

2.19

147A

106 176

C106

175A

120A 119

137136

138A

110A 110

147A

148A

C108

144A

110B

128 127 128A

126A C105A

125A

127A

124A

122A

121A

118117

C103

120B

129 131

133A

C107

150A

151A

153A

152A

158B

157A

158A

160 163

164A

165167167A

168A

168169169A

170A

113 112

111A

109A

109 108 108A

107A

C111

100A

C102

114A

154A

156A

C105

S2-1 130A 136A

C109

C112C101

2.63

2.53

2.19

2.53 2.19

2.19

2.19 2.19

2.19

2.192.192.192.19 2.192.192.192.19

2.19

2.19 2.19

2.19

2.73

Typ.

2.73

Typ.

2.73

Typ.

2.73 Typ.

2.73

Typ.

2.73

Typ.

2.73

Typ.

2.73 Typ.

2.63

2.11

2.19

2.63

2.19

2.80

2.53

1.02

2.11

AE111

Sim

2.53

2.11

2.30

2.63

2.11

2.63

2.11

2.112.11

2.63

2.19

2.11

2.78

2.11

1.03

2.86 2.11

26.01

2.30

2.63

2.78

2.88

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

Existing to Remain

ACT/Light Fixture to be Demolished

Area of Floor Prep for New Flooring

P: 937-224-0861 www.heapy.com J A S O N

R O S S

H O

F O

E T A T

R EG

E T

R E D

R A

C H

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

DEMOLITION PLAN - FIRST FLOOR

RCP

AD121

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N Scale: 1/8" = 1'-0"

Reflected Ceiling Demolition Plan

1.02 No ceiling work in this area.

1.03 DEDUCT ALTERNATE 01: West Sally Port

2.10 Existing gypsum board bulkhead to remain, protect in place.

2.11 Existing gypsum board ceiling/bulkhead to remain, protect in place.

2.19 Existing ceiling to remain. Modify as required for new

construction.

2.30 Coordinate the location of the temporary construction partition and public access with the COR before construction.

2.52 Remove portion of existing gypsum board soffit, as needed.

2.53 Remove existing acoustical tile and grid ceiling.

2.63 Remove the gypsum board ceiling/bulkhead and prepare the area for new work.

2.66 Remove portion of existing gypsum board ceiling, as required.

2.73 Remove existing recessed shower track in patient toilets.

2.78 Remove a portion of the existing ceiling as required to access existing plumbing lines. Refer to the Plumbing Drawings.

2.80 Remove portion of existing acoustical tile and grid ceiling.

Prepare area for new construction.

2.86 Remove a portion of the gypsum board ceiling and prepare the area for new work.

2.88 Remove and salvage existing bulkhead for future construction.

Prepare area for new work.

26.01 Light fixture. See Electrical Drawings.

PLAN NOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to C.O.R. Box hardware before giving to C.O.R.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

E. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

F. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

G. Remove existing corner guards in areas to be remodeled.

GENERAL DEMOLITION NOTES

3.02

2.28

1.04

P: 937-224-0861 www.heapy.com J A S O N

R O S S

H O

F O

E T A T

R EG

E T

R E D

R A

C H

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

BASEMENT PLAN - NEW WORK

AE100

SOJR

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N Scale: 1/8" = 1'-0"

Basement Floor Plan

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

GENERAL NOTES

1.04 DEDUCT ALTERNATE 03: Basement slab & ventilation

adjustments.

2.28 Existing Mechanical Equipment and concrete pad to remain.

See Mechanical Drawings.

3.02 Concrete slab on grade over vapor barrier over 6" compacted aggregate base. See Structural Drawings.

PLAN NOTES

NURSE

STATION

STAFF TOILET

SHARED

WORKSPACE

VEST.

120B

PRIVATE

PATIENT

ROOM

CORRIDOR

C103

CORRIDOR

C105

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

126A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

128A PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

127A

PATIENT

BATHROOM

125A

PRIVATE

PATIENT

ROOM

MED ROOM

CORRIDOR

C102

PRIVATE

PATIENT

ROOM

EXISTING

STAIR

S1-1 PATIENT

BATHROOM

114A

CORRIDOR

C104

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

124A

PATIENT

BATHROOM

122A

PATIENT

BATHROOM

121A

PATIENT

BATHROOM

111A

PATIENT

BATHROOM

109A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

CONSULT

ROOM

TUB ROOM

MD/DO/APP

105A

COURTYARD

LINEN CHUTE

130A

LINEN

VESTIBULE

HAC

EXAM ROOM

STORAGE

SALLYPORT

C112

VEST.

C104A

PRIVATE

PATIENT

ROOM

STAFF /

VISITOR

TOILET

PATIENT

BATHROOM

164A

MED ROOM

100A

ELEC.

CORRIDOR

C107

RECREATION

CONFERENCE

ROOM

DAY ROOM

175B

CORRIDOR

C111

PRIVATE

PATIENT

ROOM

164QUIET ROOM

PATIENT

BATHROOM

167A

PATIENT

BATHROOM

168A

PATIENT

BATHROOM

169A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

170A

EXISTING

STAIR

S5-1

IT / DATA

ROOM

COURTYARDDINING

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

SERVERY &

NUTRITION

175A

NURSE

STATION

NUTRITION

166 EXISTING

STAIR

S4-1

STAFF TOILET

CLEAN

UTILITY/MED

SUPPLY

SOILED

UTILITY

SHARED

WORK ROOM

STAFF

LOCKER

144A

SHARED

WORKSPACE

STORAGE

NURSE

MANAGER

SALLY PORT

C108

SHARED

WORKSPACE

WARD CLERK

NURSE

STATION

PATIENT

BATHROOM

107A

PATIENT

BATHROOM

108A

PRIVATE

PATIENT

ROOM

SALLY PORT

C101

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

148A

EXISTING

STAIR

S3-1

HAC

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

147A

EXISTING

STAIR

S2-1

ELEC.

CORRIDOR

C102

VISITOR

ROOM

DAY ROOM

GROUP ROOM

CORRIDOR

C108

CORRIDOR

C110

CORRIDOR

C110A

STORAGE

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

151A

PATIENT

BATHROOM

153A

PRIVATE

PATIENT

ROOM

153 CORRIDOR

C109

PATIENT

BATHROOM

150A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

152A

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

154A

PRIVATE

PATIENT

ROOM

PATIENT

BATHROOM

157A

MEDROOM

VEST

158A

PATIENT

BATHROOM

156A

STORAGE

CONSULT

ROOM

CLOSET

102A

C108BC108A

CORRIDOR

C100

STORAGE

120A

C112BC112A

CORRIDOR

C106

CLOSET

C110A

147 148

LAUNDRY

AE112

AE113

AF101-F

AE112

F.V.

11' - 9 7/8"

F .V

STAFF

LOUNGE

WAITING

STORAGE

133A

STORAGE

136A

STAFF TOILET

2.15

2.152.15

9.17

2.16

9.17

S1.0-S

9.17

2.16 2.16

9.19 9.19 9.199.19 9.19 9.19 9.19 9.19

9.17

Passage

166A

175B

112 111 109 108 107 170 169 168 167

S2.0

AE110

S2.3

AE113

A Sim

F .V

AE110

A L

8.07

8.07 8.07

8.07

AE112

SOILED

UTILITY

CORRIDOR

C112

8.07

AE112

AF101-F

100A

100B100

TYP. A

TYP. B

9.17

S2.0

A L

ALIGN

C100

105A

S4-1

C109A

8.07 8.07

8.07

AE113

8.072.15

8.07

A E

18'-5 3/4" F.V.

9.17

A L

8.07

S2.0

13'-1" 13'-1" 30'-5" F.V.

AE111

A L

9.47

A L

9.47

9.48

1.03 12.32

12.32

9.17

2.16 2.16 2.16

S1.0-S 166A

AE111

Sim

AE111

ALIGN

9.17 9.17 9.17

9.17

22.1022.10 8.07

22.11

22.1122.1122.11

22.1122.1122.1122.1122.11

22.11

8.25

8.24

22.11

2.16

8.29

AE113

D 10.05

10.05 10.0510.05

10.0510.05

10.05

10.05 10.05

10.05

8.25

158A

C106

S2.0

C111A

8.15

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C H

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

FIRST FLOOR PLAN - NEW WORK

AE101

SOJR

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N Scale: 1/8" = 1'-0"

First Floor Plan

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

1.03 DEDUCT ALTERNATE 01: West Sally Port

2.15 Existing fire extinguisher to remain. Protect in place.

2.16 Existing window sill to remain. Protect in place.

8.07 Card reader.

8.15 Prepare and apply security film to both sides of the existing window.

8.24 Install 12" x 12" behavioral health steel access door with a tamper-proof cam latch. Center access door on casework apron. Refer to detail B8/AE511 and Plumbing Drawings.

8.25 Install 12" x 12" behavioral health steel access door with a tamper-proof cam latch. Center access door on the backside of shower control valves. Refer to the Plumbing Drawings.

8.29 Install frosted privacy window film on the existing window glazing.

9.17 New solid surface window sill and wall partition infill. Refer to detail 4/AE110 and the Finish Schedule.

9.19 New solid surface window sill, refer to detail 2/AE110 and the Finish Schedule.

9.47 Infill wall cavity with new gypsum board wall partition.

9.48 Patch, repair, and extend existing column gypsum enclosure partitions to floor. Paint to match existing conditions.

10.05 Install new grab bars in shower. See Sheet AE113 Elevations 16 & 17.

12.32 Wire management grommet. Coordinate the exact location and quantity with COR.

22.10 Wall access panel, by Div. 22 Contractor. See Plumbing

Drawings.

22.11 Reinstall the salvaged toilet to its original location, once resinous flooring has been installed.

PLAN NOTES

GENERAL NOTES

9.80

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

S1.0

9.02

9.219.21

7.82

4 7/8"

1 1/2"

S3.0

9.05

9.21

7.82

9.80

S2.0

7.82

9.02

9.21

4 1/4"

9.80

S2.3

3 1/8"

9.01

9.21

7.82

7/8"

5 3/8" F.V.

1/2"

F .V

2.13

6.28

6.08

7.85

45.0°

2.03

9.21

6.08

2.59

2.03

2.70

2.13

1" F.V.

2.59

2.71

2.70

2.01

2.79

2.23

2.01

2.13

2.16

AE110

Sim

2.16

2.31

45.0°

5/8"

1 3/4" 4" 3" F.V.

2.13

7.85

6.28

6.18

6.08

7.85

2.01

9.21

9.44

2.23

7.14

2.16

2.31

AE111

Sim

F .V

. 175B

S e e D o o r

S c h e d u le

H4H3

11' - 11 5/8" F.V.

2" EQ. 2" EQ. 2" EQ. 2"

SCHED

SEE DOOR 2"

8.26

S1.0-S

1-HR RATED

SMOKE BARRIER

U.L. #U419

9.80

9.02

9.219.21

7.82

4 7/8"

1' - 7 1/4" F.V.

F .V

S3.0 S2.0 S1.0

2.03

2.02

2.03

S3.0

S2.0S1.0

F .V

2.02

2.03

2'-9 5/8" F.V.

2.15

114.5° S1.0

2.03

6.08

3' - 1" F.V.

2" 2"

8.26

2' - 8" F.V.

2" 2"

" H1

J1J1

8.26

7' - 7" F.V.

2" 2"

J1J1

8.26

9.21

9.80

5.09

See Plan

7.83

8.26

8.14

9.21

9.80

See Plan

7.89

8.26

8.14

7.81

8.26

6.42

8.14

9.02

M1M2

8.26

8.14

8.26

8.14

9.21

9.80

See Plan

7.89

8.26

8.14

9.21

9.80

5.09

See Plan

7.83

8.26

8.19

6.08

7.83

8.26

8.14

9.21

9.80

See Plan

7.89

8.26

8.14

9.46

7.83

8.26

8.19

Width Varies

Existing Soffit

2.01

Width Varies

Existing Soffit

2.01

4 1/2"

8.26

8.14

9.21

9.80

See Plan

7.83

8.26

8.19

2.79

2.01

2.24

See sheet AD101

Existing Window R.O. Width (Varies)

2.59

9' - 2" F.V.

2"EQ.2"EQ.2"EQ.2"

" LG

4' - 2" F.V.

2" 2"

PASS-THRU

EQ 1'-0" EQ

2' - 2" F.V.

2" 2"

J1J1

3' - 4" F.V.

2" 2"

J1 J1

1'-10" F.V.

2" 2"

" H3

J1J1

13' - 3" F.V.

2" EQ. 2" EQ. 2" EQ. 2" EQ. 4 1/2"

8.26

1' - 9" F.V.

4 1/2" 2"

8.26

14' - 9" F.V.

2.13

8.15

9.80

9.52

9.02

9.21

4 1/4"

T1.0

S1.0

S2.0

S1.0-F

S3.0

2' - 3 7/8" 4 7/8" 2' - 6 1/8"

2.02

S1.0-FS1.0-F

2-HR RATED

FIRE BARRIER

U.L. #U906

4.12

M1.0

5 5/8"

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R O S S

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

WALL TYPES, PLAN DETAILS, &

SECTIONS

AE110

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Scale: 1" = 1'-0"

Wall Types

2.01 Existing construction to remain.

2.02 Existing structure to remain.

2.03 The existing wall partition to remain. Protect in place.

2.13 Existing window to remain. Protect in place.

2.15 Existing fire extinguisher to remain. Protect in place.

2.16 Existing window sill to remain. Protect in place.

2.23 Existing wall beyond, protect in place.

2.24 Line of the existing window sill above.

2.31 Existing coved base to remain. Protect in place.

2.59 Remove portion of existing wall partition, blocking, etc., as needed for the installation of new construction.

2.70 Remove existing solid surface window sill. Prepare the area for new work.

2.71 Cut and remove existing caststone sill from face of jamb at window opening. Avoid damaging existing brick wall; protect in place.

2.79 Abate and remove sheet metal lining over asbestos insulation on metal lath. Existing cement finish to remain.

4.12 6" concrete masonry unit. See Structural Drawings.

5.09 Cold-formed framing box header.

6.08 2" x ___" fire-retardant treated wood blocking.

6.18 3/4" plywood.

6.28 Solid surface window sill. Refer to the Finish Schedule.

6.42 Shim.

7.14 Batt thermal wall insulation. R-19 min.

7.81 Continuous bead of pick-proof sealant over backer rod.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

7.83 Continuous sealant on each side.

7.85 Provide a continuous bead of pick-proof sealant along the sill and adjacent material.

7.89 Continuous bead of pick-proof sealant on each side.

8.14 Glazing to be 7/16" laminated glass, unless noted otherwise.

8.15 Prepare and apply security film to both sides of the existing window.

8.19 Door Panel. Refer to the Door Schedule for the type.

8.26 4-1/2" Aluminum storefront window system.

9.01 2 1/2" non-structural metal framing @ 16" O.C.

9.02 3 5/8" non-structural metal framing @ 16" O.C.

9.05 7/8" [Z or hat] furring channel @ 16" O.C.

9.21 5/8" Type X abuse-resistant gypsum board.

9.44 Wall base, refer to Finish Schedule.

9.46 Solid surface countertop, refer to casework section detail 3/AE511.

9.52 Flame-retardant plastic sheeting sealed to create negative air pressure inside the work zone.

9.80 Acoustic insulation

DETAIL NOTES

Scale: 1 1/2" = 1'-0"2 Sill Detail - New Work

Scale: 1 1/2" = 1'-0"1 Sill Detail - Demo.

Scale: 1 1/2" = 1'-0"3 Exist. Rad. Recess - Demo.

Scale: 1 1/2" = 1'-0"4 Exist. Rad. Recess - New Work

Scale: 1/4" = 1'-0"

Interior Storefront Types

Scale: 1 1/2" = 1'-0"5 Plan Detail

Scale: 1 1/2" = 1'-0"6 Plan Detail

Scale: 1 1/2" = 1'-0"8 Plan Detail

N.T.S.Scale:

Storefront Frame Dtl.

Scale: 1 1/2" = 1'-0"9 Plan Detail - Radiator Recess Demo.

Scale: 1 1/2" = 1'-0"7 Plan Detail

2.71

2.59

2.79

2.70

2.01

2.82

2.83

First Floor

2.54

2.34

2.01

2.02

Existing Bulkhead

2.02

2.86

2.70

F .V

2.02

2.03

8.07 10.43

2'-8 5/8" F.V.

S1.0

S2.0

S2.3 S2.0

2.22 2.03

S3.0

S1.0-S

2.018.01

Align to existing

2.01

2.13

2.01

2.24

Align to existing

9.21

7.14

See sheet AD101

Existing Window R.O. Width (Varies)

2'-1" F.V.

F .V

S2.3S2.0

S2.0

2.02

2.03

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

PLAN DETAILS & SECTIONS

AE111

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Scale: 1 1/2" = 1'-0"1 Demolition - Door Opening

2.01 Existing construction to remain.

2.02 Existing structure to remain.

2.03 The existing wall partition to remain. Protect in place.

2.13 Existing window to remain. Protect in place.

2.22 Reinstall casework & related accessories.

2.24 Line of the existing window sill above.

2.34 Remove the section of masonry wall construction from the concrete slab to the existing structure/brick angle above.

2.54 Remove the existing aluminum window completely. Prepare the area for new construction.

2.59 Remove portion of existing wall partition, blocking, etc., as needed for the installation of new construction.

2.70 Remove existing solid surface window sill. Prepare the area for new work.

2.71 Cut and remove existing caststone sill from face of jamb at window opening. Avoid damaging existing brick wall; protect in place.

2.79 Abate and remove sheet metal lining over asbestos insulation on metal lath. Existing cement finish to remain.

2.82 Remove and level a portion of the raised topping curb at the base of the existing masonry wall construction. Prepare area for new construction.

2.83 Cut and remove a portion of the existing structure at the window opening.

2.86 Remove a portion of the gypsum board ceiling and prepare the area for new work.

7.14 Batt thermal wall insulation. R-19 min.

8.01 Hollow metal door.

8.07 Card reader.

9.21 5/8" Type X abuse-resistant gypsum board.

10.43 Install salvaged fire extinguisher cabinet to new location.

DETAIL NOTES

Scale: 1 1/2" = 1'-0"4 Plan Detail

(DEDUCT ALTERNATE 02)Scale: 1 1/2" = 1'-0"3 Plan Detail @ Door Opening

Scale: 1 1/2" = 1'-0"2 Plan Detail - Radiator Recess Infill

Scale: 1 1/2" = 1'-0"5 Plan Detail

AE112

A E

AE112

A E

TUB ROOM

1/8" Slope

S lo p e

1/8" Slope

S lo p e

S lo p e1

S lo p e

1/8" Slope

S lo p e

RES-1

RES-2

RES-1

RES-2

2.29

2.08

RES-2

RES-1

2.08

RES-1

RES-2

A E

AE112

A E

NURSE

STATION

VEST

158A

MEDROOM

AE511

H E

AE511

3.1

AE112

AE511

Sim

4.1

AE112

12.32

AE110

2' - 8 1/2" 2' - 11" 5' - 2 7/8" F.V. 10' - 1 1/2" F.V.

S2.0

158A

8.07

A L

RB-1

P-3

RB-1

SS-2

+/- 7' - 2 7/8"

+/- 1' - 5 3/8"

+/- 4' - 2 1/8"

1'-0"

PASS THRU

2'-9" 2'-6" 2'-6" 2'-3" Filler Panel

B1 B1 B1

S lo p e

D T o p

P-2

PL-1

SS-2

PL-1

2'-9" 2'-6" 2'-6"

W3 W3 W3

2'-3" Filler Panel 6.31

6.31 H

A E

LAUNDRY

AE112

A L

2.07

9.13

P-2

9.39

RB-1

9.13

CG-1PL-1PASS-THRU CG-1

" 158A

PL-2

09 10

1'-0"

P-2

RB-1

9.13

9.39

A E

AE112

2.09

STAFF

LOCKER

144A

4'-0" 4 1/8" F.V.

10.03

S lo p e d T o p 10.53

10.52 PL-3 RB-1

S lo p e d T o p

10.53

10.52

OPEN

PL-3

10.03

RB-1

SS-2

7'-1 23/32"

7'-7 1/4"

OPEN

SS-2

RB-1

3'-1 1/4"2'-8 1/8" 1'-8 1/2"

0302 SS-2SS-2

RB-1

C2 C2

OPENOPEN

RB-1

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT

NO.

RENOVATE B26 MENTAL

HEALTH

6/13/2025

ENLARGED PLANS & ELEVATIONS

AE112

VRSO

538-23-102

CHILLICOTHE, OHIO

STATION

RYAN JETER

CONSTRUCTION

DOCUMENTS

23067.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Scale: 1/4" = 1'-0"

TUB ROOM

Scale: 1/4" = 1'-0"

NURSE STATION & MEDROOM

Scale: 1/4" = 1'-0"

LAUNDRY

2.07 Salvage existing sink, casework, and related accessories for new construction. See Plumbing Drawings.

2.08 Salvage existing toilet & related accessories for new construction.

2.09 Existing finishes to remain.

2.29 Existing sink/countertop to remain. Protect in place.

6.31 Casework filler. Finish to match adjacent cabinet.

8.07 Card reader.

9.13 New wall finish and base to match existing.

9.39 Verify the paint color prior to painting.

10.03 Locker's filler by manufacturer to match locker's finish.

10.52 Contractor to provide a platform/base for lockers.

10.53 Sloped top to match the locker by locker manufacturer.

12.32 Wire management grommet. Coordinate the exact location and quantity with COR.

DETAIL NOTES

13 12

Scale: 1/4" = 1'-0"

STAFF LOCKER

3.1

A. Contractor to field measure all casework dimensions before production.

GENERAL INT. ELEVATION NOTES

Scale: 1/4" = 1'-0"

WARD CLERK

4.1

A E

AE113

HAC

A L

22.09

M1.0

S3.0

INFILL OPN.

3'-11" F.V.

2.35

AE113

A E

AE113

A E

AE113

A E

BARIATRIC

PRIVATE

PATIENT

ROOM

BARIATRIC

PATIENT

BATHROOM

147A

F .V

3' - 7 7/8"

6' - 4 7/8" 7' - 7 3/4" F.V.

2' - 9 7/8"

3' - 7"

F.V.

4' - 10 1/2"

S2.0

S2.3

S2.0

S3.0

S2.0

P-2

WSF-2

P-3

WSF-2

CG-1

RES-2

RB-1

OPEN OPEN

WSF-2

P-2

ALCOVE

WSF-2

P-2

RES-1

RES-2

RES-1

RES-2

RES-1

RES-2

OPEN

2'-9"

SS-2

PL-1

" RES-1

RES-2

SS-2 C

RES-2

WP-1

WSF-1

2.35

WP-1

WSF-1

2.35

22.09

1' - 0"

Note: Flush valve located on accessible side

1' - 6"

Note:

Beginning of reflective surface

MIN.

T o D is p e n s e r

O p e n in g

T o

O p e ra b le

M e c h a n is m

E I H

Finish Floor

" 5

T o

O p e ra b le

M e c h a n is m

T o D is p e n s e r

O p e n in g

SHARED

WORK ROOM

A E

AE113

A E

AE113

12.32

RB-1

SS-2

9' - 0 1/2"

3' - 11 3/8"

1' - 9 7/8" F.V.

4' - 6"

SS-2

RB-1

CG-1

C1C1

4'-3"

SS-2

RB-1

CG-1CG-1

6'-7"

SS-2

RB-1CG-1

AE113

A E

D A

CONTROL PANEL

10.04

2.36

10.04

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8…

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