Attachment 2 - Drawings 2021-04-21.pdf

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE A400 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A601

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAG

X

XXX

X

Ludlow Ave.

C lif to n A v e

CINCINNATI

STATE

TECH.

Hopple St.

M.L.K. Dr.

McMillan St.

UNIV. OF

CINCINNATI

W.H.T Rd.

VAMC

3200 VINE ST.

M.L.K. Dr.

V in e

S t.

ZOO

Jefferson A ve.

UNIV.

HOSPITAL

Mitchell Ave.

R ea di ng

R d.

V ic to ry

P kw y.

XAVIER

UNIV.

N

Area of Work

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

C H

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CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

TERRACON CONSULTING, INC.

ENVIRONMENTAL

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816 P

513.321.4540 F

/2

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Correct Interior Deficiencies at Cincinnati

04/21/2021

COVER SHEET

G001

CVKR

20004.00

539-21-115

Cincinnati VAMC

Correct Interior Deficiencies at Cincinnati

3200 Vine Street Cincinnati, OH 45220 PROJECT #: 539-21-115

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

G001 COVER SHEET

G101 CODE DATA

G111 PHASING PLAN

G112 PHASING PLAN

AD111 DEMOLITION PLAN

A001 SUB-BASEMENT NOTE PLAN

A002 BASEMENT NOTE PLAN

A101 FIRST FLOOR NOTE PLAN

A102 SECOND FLOOR PLAN

A103 THIRD FLOOR NOTE PLAN

A111-D LOBBY DIMENSION PLAN

A111-N LOBBY NOTE PLAN

A121 LOBBY REFLECTED CEILING PLAN

A401 INTERIOR ELEVATIONS

A501 CASEWORK SECTIONS & DETAILS

A502 LOBBY INFO & CLERK DESK DETAILS

A511 MISCELLANEOUS DETAILS

A601 WALL TYPES

A611 DOOR SCHEDULE & DETAILS

IF101 LOBBY FLOOR FINISH PLAN

IF102 LOBBY WALL PROTECTION PLAN

IF103 LOBBY WALL FINISH PLAN

IF109 LOBBY FINISH LEGEND

IFE100 LOBBY FF&E PLAN

FX001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

FX111 LOBBY FLOOR PLAN - FIRE SUPPRESSION

P001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

PD111 LOBBY FLOOR PLAN - REMOVALS

PP110 LOBBY BASEMENT PLAN - NEW WORK

PP111 LOBBY FLOOR PLAN - NEW WORK

P611 SCHEDULES & SOIL WASTE & VENT DIAGRAM

M001 LEGEND, GENERAL NOTES, & INDEX OF DRAWINGS

MD111 LOBBY FLOOR PLAN - REMOVALS

MH110 BASEMENT FLOOR PLAN - DUCTWORK

MH111 LOBBY FLOOR PLAN - DUCTWORK

MP111 PARTIAL FIRST FLOOR PLAN - PIPING

MJ100A PARTIAL BASEMENT PLAN - DUCT SEAL - AREA A

MJ100B PARTIAL BASEMENT PLAN - DUCT SEAL - AREA B

MJ101A PARTIAL FIRST FLOOR PLAN - DUCT SEAL - AREA A

MJ101B PARTIAL FIRST FLOOR PLAN - DUCT SEAL - AREA B

MJ102A PARTIAL SECOND FLOOR PLAN - DUCT SEAL - AREA A

MJ102B PARTIAL SECOND FLOOR PLAN - DUCT SEAL - AREA B

MJ103 THIRD FLOOR PLAN - DUCT SEAL

MJ104 FOURTH FLOOR PLAN - DUCT SEAL

MJ105 FIFTH FLOOR PLAN - DUCT SEAL

MJ106 SIXTH FLOOR PLAN - DUCT SEAL

MJ107 SEVENTH FLOOR PLAN - DUCT SEAL

MJ108 EIGHTH FLOOR PLAN - DUCT SEAL

MJ109 NINTH FLOOR PLAN - DUCT SEAL

MJ110 PENTHOUSE PLAN - DUCT SEAL

M501 DETAILS - HVAC

M502 DETAILS - HVAC

M601 SCHEDULES - HVAC

M701 CONTROLS

E001 ABBREVIATIONS, SYMBOLS, GENERAL NOTES & INDEX OF

DRAWINGS

ED111 LOBBY FLOOR PLAN - LIGHTING REMOVALS

ED121 LOBBY FLOOR PLAN - POWER & SYSTEMS REMOVALS

EL111 LOBBY FLOOR PLAN - LIGHTING

EP111 LOBBY FLOOR PLAN - POWER

EY111 LOBBY FLOOR PLAN - FIRE ALARM

E501 DETAILS

E502 DETAILS

E601 SCHEDULES - LIGHT FIXTURES

E602 SCHEDULES - LIGHT FIXTURES

E603 SCHEDULES - PANELS

T001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

TD111 LOBBY FLOOR PLAN - REMOVALS

TA111 LOBBY FLOOR PLAN - NEW WORK

TY111 LOBBY FLOOR PLAN - PATHWAYS

T400 ENLARGED PLAN - SIGNALS CLOSET C179

T500 DETAILS - TECHNOLOGY OUTLET

T501 DETAILS - SECURITY

T502 DETAILS - TECHNOLOGY

TJ100 BASEMENT PLAN - DOOR REPLACEMENT

TJ101 FIRST FLOOR PLAN - DOOR REPLACEMENT

TJ103 THIRD FLOOR PLAN - DOOR REPLACEMENT

General Construction Notes

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. USE OF THE DUMPSTER LOCATIONS REQUIRES COORDINATION WITH THE COR AND

OTHER ONGOING CONSTRUCTION PROJECTS. SEE DEMOLITION PLAN FOR DESIGNATED

LOCATION.

14. LAYDOWN AREA OUTSIDE OF THE IMMEDIATE AREAS INVOLVED IN THIS WORK WOULD BE

EXTERIOR TO THE BUILDING WITH THE APPROXIMATE AREA OF THE A POD OR SMALL

CONTAINER UNIT. COORDINATE THE LOCATION OF ITEMS ON THE CAMPUS WITH THE COR.

* 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.

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 Index

Graphic Symbols

N.T.S.Scale:

Vicinity Map

N N.T.S.Scale:

First Floor Key Plan

Revisions Date

DN

0-HR Smoke Partition

1-HR Smoke Barrier

2-HR Smoke Barrier

1-HR Fire Barrier

2-HR Fire Barrier

Means of Egress

Existing Wall to Remain

New Wall

Area open to Corridor with Smoke Detection

Code Legend

Common Path of Travel Max. Allowable = 100' Actual = 75'

Travel Distance to Exit Max. Allowable = 200' Actual = 198'

Common Path of Travel Max. Allowable = 100' Actual = 40'

Travel Distance to Exit Max. Allowable = 200' Actual = 75'

Waiting C147

Vestibule C144

Corridor C*1*24

Waiting Room C100A

Waiting Area C100

Mgr. Med.

Surge Office C153

PBS Open Work Area

C154

Volunteer Services

C151

Patient Advocate

Office C158

PBS Office C155

Corridor C*1*10

Corridor C*1*13

Corridor C*1*4

Corridor C*1*4

Pharmacy Consult

C157

Pharmacy Consult

C156

Corridor C*1*23

Mech.

C149

Closet C150

Clerks C152

Corridor C*1*11

Common Path of Travel Max. Allowable = 100' Actual = 20'

Travel Distance to Exit Max. Allowable = 200' Actual = 131'

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

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Correct Interior Deficiencies at Cincinnati

04/21/2021

CODE DATA

G101

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/16" = 1'-0"

First Floor Code Plan

Code: NFPA 101 Life Safety Code (2018 Edition)

Construction Type: Type I (222)

Use Group: Health Care Occupancy

Height: Partial 1 story renovation to existing 4 story building

Area of Work: 8574 SF - Lobby Entrance Renovation

Protection: Fully Suppressed

Chapter 4 - General

• 4.4.2.2 -Prescriptive-based life safety design meeting the requirements of Chapters 1 thru 3, Sections 4.5 thru 4.8, and

Chapters 6 thru 43 of this Code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.

• 4.4.2.3 -Where req’ts in Chapters 11 thru 43 differ from req’ts in Chapters 1 thru 4 and 6 thru 10, the req’ts of Chapters 11 thru

43 shall govern.

• 4.6.1.1 -The authority having jurisdiction (AHJ) shall determine whether the provisions of this Code are met.

• 4.6.7.1 -Rehabilitation category per 43.2.2.1.4 Reconstruction.

Chapter - 6 Classification of Occupancy and Hazard of Content

• 6.1.11 - Health Care Occupancy

• 6.2.2.1 -Hazard classification = Ordinary

Chapter 7 - Means of Egress

• 7.1.3.1 - Exit Access Corridors: no fire rating is required for corridor walls per 18.3.6.2.2

• 7.1.3.2.1 - Exit Separation:

(1)(3b) Connects 4 or more stories (Existing Egress Stairs with automatic sprinkler system): 1-hr. fire rating (NO CHANGE)

(9)(b) Openings in separation wall: fire doors with closers per 7.2.1.8.

• 7.2.1.8.2 - Door leaves shall be permitted to be automatic closing provided the following criteria are met:

(1) - Upon release of hold open mechanism, door leaf becomes self closing

(3) - Automatic releasing mechanism or medium is activated by the operation of smoke detectors installed in accordance with requirements for smoke detectors for door leaf release service in NFPA 72.

(4) - Upon loss of power, the hold open mechanism is released and the door leaf becomes self closing

• 7.3.1.2 – Occupant Load:

B1 - First Floor (Lobby Renovation): No Change in area or occupant load

• 7.3.2.2 – Max. projection within means of egress on ea. side: 4-1/2” (38” hgt. max.).

• 7.3.3.1 – Egress capacity (Health Care, sprinklered): No Change in occupant load & egress capacity

• Table 7.3.3.1- Stairs = .3” per occup; Level components and ramps = .2” per occup.

• 7.4.1.2 – Min. number of means of egress from any story = 2.

(1) Occupant load >500 and <1,000 = 3 exits minimum.

• 7.5.1.2.1 - Corridors to lead to means of egress without passing through any intervening spaces other than corridors, lobbies or spaces permitted to be open to the corridor.

• 7.5.1.2.2 - Corridors not required to be fire resistance rated shall be permitted to open into open floor plan areas.

Chapter 8 - Features of Fire Protection:

• Table 8.3.3.2.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Vision Panel (size) FR Vision Panel FR Window Vert. shafts 2 hr 1-1/2 hr Max tested D-H-90 NP (stairs, exits):

Fire Barriers: 2 hr 1-1/2 hr Max tested D-H-90 NP

1 hr 3/4 hr Max tested D-H-45 3/4 hr

Smoke Barriers: 1 hr 1/3 hr Max tested D-20 3/4 hr 1/2 hr 1/3 hr Max tested D-20 1/3 hr

• 8.3.4.2.1 – Firestop Systems – Penetrations that pass thru a barrier shall be protected by a firestop system or device.

• 8.3.4.2.2 – The firestop system or device shall be tested in accordance with ASTM E814.

• 8.3.4.8 – Openings thru fire barriers for air-handling ductwork or air movement shall be protected per 9.2.1.

• 8.4.1 - Smoke Partitions shall limit the transfer of smoke.

• 8.5.1 - Smoke Barriers shall restrict the transfer of smoke and have 1 hour fire resistance rating.

• 8.5.3 - Fire Barriers that meet requirements of Section 8.5 shall be permitted to be used as a smoke barrier.

Chapter 9 - Building Service and Fire Protection Equipment

• 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA 70 and 72.

• 9.6.3.1 – Occupant notification shall be provided per 9.6.3, 18.3.4.3.1.

• 9.6.3.4 – Where permitted by Chapters 11 thru 43, a positive alarm sequence shall be permitted per NFPA 72 (See 18.3.4.3).

• 9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 18.3.4.3.2.1.

• 9.6.5.1 – Emergency Control functions shall be installed per NFPA 72 as req’d per 9.6.5 and 18.3.4.4.

• 9.6.7.1 – Alarm annunciation is required per 9.6.7 and 18.3.4.3.3.

• 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 18.3.5.1 and shall comply with NFPA 13.

• 9.9 - Portable fire extinguishers shall be selected, installed, inspected, and maintained per NFPA 10.

Chapter 10 – Interior Finish, Contents, and Furnishings

• Table A.10.2.2 Interior Finish Classification Limitations for Health Care (Existing)

Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

• 10.2.3.1 - Interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 10.2.3.2.

• 10.2.3.1.2 - Materials tested in accordance with 10.2.3.1.1 and complying with 10.2.3.2 shall be considered also to comply with the requirements of Class A, Class B, or Class C in accordance with 10.2.3.3.

• 10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

(4) Existing interior finish exempt from smoke dev. criteria.

• 10.2.7.2 – Floor finish other than carpet: Min. Rad flux: .1 W/ cm².

• 10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

• 10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

Provisions of 10.2.7.2 shall apply where Class II is req’d.

Chapter 18 - New Health Care Occupancies

• 18.1.1.1.4 - The area of work is an existing hospital and therefore falls under Chapter 18.

• Table 18.1.6.1 - Construction Type Limitations: Type II (222), sprinklered, no story limitations.

• 18.1.7 - Occupant Load per Table 7.3.1.2.

• 18.2.2.2d.8 - Doors in exit passageways, horiz. exits shall be permitted to be held open only by an automatic release device that complies with section 7.2.1.8.2

• 18.2.3.4 - Corridors in hospitals shall be not less than 8 feet in clear an unobstructed width.

• 18.2.5.2 - Dead end corridors shall not exceed 30’.

• 18.2.5.3 - Common path of travel shall not exceed 100’.

• 18.2.5.4 - Every corridor shall have access to not less than two approved exits without passing through any intervening spaces other than corridors or lobbies.

• 18.2.5.6.5 - Rooms within suites shall not be required to an exit access door leading directly to an exit access corridor.

• 18.2.5.7.1.2 - Suite Separation – Suites shall be separated from remainder of the building by walls and doors (0-hr smoke partitions).

• 18.2.6.2.1 - Travel distance from any point in a room to exit shall not exceed 200’.

• 18.3.2.1.3 - Storage rooms (clean supply and clean linen) larger than 50 SF but not exceeding 100 SF shall be protected by smoke partitions.

• 18.3.4.1 - Health care occupancies shall be provided with a fire alarm system IAW Section 9.6.

• 18.3.5.1 - Building containing health care occupancies shall be protected throughout by approved, supervised automatic sprinkler systems IAW Section 9.7.

• 18.3.5.12 - Portable fire extinguishers shall be provided IAW Section 9.9.

• 18.3.6.2.2 - No fire resistance rating is required for corridor walls.

• 18.3.6.2.3 - Corridor walls shall form a barrier to limit the transfer of smoke but are not required to be smoke barriers or smoke partitions.

• 18.3.6.3.1 - Corridor doors shall be doors constructed to resist the passage of smoke.

• 18.3.7.3 - Smoke barrier shall be constructed IAW Section 8.5 and shall have 1 hour fire resistive rating.

• 18.3.7.6 - Doors in smoke barriers shall have 20 minute fire resistive rating.

• 18.3.7.5.1 - Not less than 30 net SF of accumulation space per resident/patient shall be provided in smoke compartment on either side of smoke partition. - The doors shall not be required to swing in the direction of egress travel.

Chapter 43 - Building Rehabilitation

• 43.1.2.1 - Any building undergoing repair, renovation, modification, or reconstruction shall comply with both of the following:

(1) Req'ts of the applicable existing occupancy chapters (Chapter 39).

(2) Req'ts of the applicable secton of this Chapter (Sections 43.4 and 43.5).

• 43.4.1 - Renovations & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to existing construction.

• 43.5.1 - Modifications & General Req'ts: all new work shall shall comply with the req'ts of other sections of this Code applicable to new construction.

N Scale: 1/16" = 1'-0"

Basement Code Plan

Code Notes

Waiting Area

C100

Office

C161

Tlt.

C160

Exam

C159

Exam

C158

Exam

C157

Exam

C156

Corridor

C*1*23

Pharmacy Consult

C162

Pharmacy Consult

C164

Exam

C163

Exam

C155

Office

C154

Office

C153

Office

C152

Break Room

C151

Info

C166A

Clerks

C166

Voluntary Service

C147

Vestibule

C144 Waiting Room

C100D

Waiting Area

C100 Clerks

C166

Info

C166A

Voluntary Service

C147

Common Path of Travel Max. Allowable = 100' Actual = 13'

Travel Distance to Exit Max. Allowable = 200' Actual = 140'

Break Room

C151

Office

C152 Office

C153

Work Area

C164A

Pharmacy Consult

C164

Mech.

C149

Waiting Room

C100D

Corridor

C*1*13

1.11

1.11

Corridor

C*1*4

Temporary Construction Barrier.

See Wall Type T1.0

Existing or work completed in previous phase

Area to be renovated in future phase

Area renovated during indicated phase

Ceiling work to be completed after hours during indicated phase

PHASING LEGEND

PBS Open Work Area

C154

Patient Advocate

Office

C158

PBS Office

C155

Min.

5' - 0"

1.12

1.13

T1.0

C*1*23

1.11

Vestibule

C144

T1.0

1.13

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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Correct Interior Deficiencies at Cincinnati

04/21/2021

PHASING PLAN

G111

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

Scale: 3/32" = 1'-0"

EXISTING FLOOR PLAN

Scale: 3/32" = 1'-0"1

PHASE 1 - FLOOR 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. Phasing drawings to be used in conjunction with entire set of construction drawings.

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 operating work hours involving the generation of excessive noise with C.O.R. so as to minimize disturbances to patients. 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. All temporary walls to be wall type T1.0 unless otherwise noted.

Temporary wall removal to take place after standard operating hours.

Q. Night Work noted to take place after hours to be scheduled between 7:00 PM - 5:30 AM Monday-Friday, all day Saturday and Sunday.

R. Temporary construction wayfinding signs shall be provided and installed by VA. Locations to be coordinated with C.O.R.

NOTES

1.11 Work in corridors to be completed after hours. Contractor to provide dust separation for the construction area at the beginning of each shift. At the end of each shift Contractor to remove dust separation and clean work areas.

1.12 Maintain 5'-0: minimum around all temporary partitions.

1.13 Construct Temporary Partitions at the beginning of phase.

Remove once permanent wlals and doors have been completed within the area.

Revisions Date

VHACINSchmiZ Typewritten Text Lamiflow device in barrier

T1.0T1.0

Waiting Room

C100AWaiting Area

C100

Pharmacy Consult

C157

Pharmacy Consult

C156 Corridor

C*1*23

Mgr. Med.

Surge Office

C153

Clerks

C152

PBS Open Work Area

C154

Patient Advocate

Office

C158

PBS Office

C155

Volunteer Services

C151

Waiting Room

C100A

Waiting

C147

Closet

C150

Vestibule

C144

1.12

1.13

1.141.14

1.11

T1.0

1.20

Common Path of Travel Max. Allowable = 100' Actual = 40'

Travel Distance to Exit Max. Allowable = 200' Actual = 74'

Common Path of Travel Max. Allowable = 100' Actual = 75'

Travel Distance to Exit Max. Allowable = 200' Actual = 199'

Min.

5' - 0"

1.18

1.18

1.23

1.22

1.20

1.13

1.18

1.11

Temporary Construction Barrier.

See Wall Type T1.0

Existing or work completed in previous phase

Area to be renovated in future phase

Area renovated during indicated phase

Ceiling work to be completed after hours during indicated phase

PHASING LEGEND

Waiting Area

C100 Clerks

C166

Info

C166A

Voluntary Service

C147

Common Path of Travel Max. Allowable = 100' Actual = 61'

Travel Distance to Exit Max. Allowable = 200' Actual = 146'

Common Path of Travel Max. Allowable = 100' Actual = 30'

Travel Distance to Exit Max. Allowable = 200' Actual = 46'

Vestibule

C144

PBS Open Work Area

C154 Clerks

C152

Waiting Room

C100A

Patient Advocate

Office

C158

PBS Office

C155

Volunteer Services

C151

1.13

T1.0 1.19

Mech.

C149

Corridor

C*1*4

Corridor

C*1*10

Corridor

C*1*24

1.21

1.201.20

Closet

C150

T1.0T1.0

1.13

T1.0

1.13

1.201.24

1.21

J O H N

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:4

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Correct Interior Deficiencies at Cincinnati

04/21/2021

PHASING PLAN

G112

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

Scale: 3/32" = 1'-0"3

PHASE 3 - FLOOR 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. Phasing drawings to be used in conjunction with entire set of construction drawings.

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 operating work hours involving the generation of excessive noise with C.O.R. so as to minimize disturbances to patients. 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. All temporary walls to be wall type T1.0 unless otherwise noted.

Temporary wall removal to take place after standard operating hours.

Q. Night Work noted to take place after hours to be scheduled between 7:00 PM - 5:30 AM Monday-Friday, all day Saturday and Sunday.

R. Temporary construction wayfinding signs shall be provided and installed by VA. Locations to be coordinated with C.O.R.

NOTES

1.11 Work in corridors to be completed after hours. Contractor to provide dust separation for the construction area at the beginning of each shift. At the end of each shift Contractor to remove dust separation and clean work areas.

1.12 Maintain 5'-0: minimum around all temporary partitions.

1.13 Construct Temporary Partitions at the beginning of phase.

Remove once permanent wlals and doors have been completed within the area.

1.14 Temporary Pharmacy Consult rooms.

1.18 Ceiling work in corridors to be completed after hours.

Contractor to provide dust separation for the construction area at the beginning of each shift. At the end of each shift Contractor to remove dust separation and clean work areas.

1.19 Install new 3070 door in Temporary Partition for staff

access to the existing Info & Clerk Desks.

1.20 Existing wall partition to remain during this phase for

construction barrier.

1.21 Existing fire doors to remain during construction phase

until fire doors in new location have been installed.

1.22 Install information desk after temporary partitions have been removed in previous phase.

1.23 Complete installation of final quartz wall panels after

temporary partitions have been removed in previous phase.

1.24 Existing fire partition to remain during construction phase until new fire doors & partitions have been installed.

Scale: 3/32" = 1'-0"2

PHASE 2 - FLOOR PLAN

2.07

2.102.10

2.102.10

2.102.10

2.08

2.09

2.11

2.14

2.11

2.14

2.142.142.142.142.142.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.11

2.12

2.15

2.15

2.092.09

2.13

2.132.13

2.13

2.09

2.092.09

2.11

2.07

2.14

2.11

2.14

2.11

2.12 2.12 2.12 2.12 2.12 2.12

2.14

2.12 2.14

2.12

2.12

2.12

2.11

2.12

2.12 2.12

2.12

2.16

2.16 2.16

2.14

2.15

2.12

2.17

2.102.10

2.10

2.102.10

2.14

2.11

2.14

2.15

2.312.31

2.13

2.192.19

2.19

Dumpster Location

J O H N

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CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

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Correct Interior Deficiencies at Cincinnati

04/21/2021

DEMOLITION PLAN

AD111

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

GENERAL DEMOLITION 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 Owner. Box hardware before giving to Owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over to Owner.

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

E. 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.

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

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

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

J. Remove all abandoned cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above the ceiling.

K. Remove existing grab bars, mirrors, soap & towel dispensers and all other wall mounted toilet room accessories. Removed items shall be turned over to Owner.

L. Remove all whiteboards, shelving, cabinets and support brackets mounted to walls. Removed items shall be turned over to Owner.

M. Remove all systems furniture. Removed items shall be turned over to Owner.

N. Remove all signage and artwork in corridors. Removed items shall be turned over to Owner.

P. Remove all wall protection and handrails in areas to be remodeled.

Q. Coordinate demolition with project phasing.

R. Any removed electronic devices, including but not limited to, wireless access points, PA speakers, checkpoint sensors, checkpoint repeaters and checkpoint modems shall be turned over to Owner.

S. Use of the dumpster locations requires coordination with the COR and other ongoing construction projects.

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

First Floor Demolition Plan

NOTES

2.07 Remove casework.

2.08 Remove dumbwaiter.

2.09 Remove bulkhead.

2.10 Remove windows.

2.11 Remove Porcelain tile flooring and base.

2.12 Remove resilient flooring and base.

2.13 Remove gypsum cove ceiling and light fixture.

2.14 Remove acoustical ceiling tiles and grid.

2.15 Remove Terrazzo flooring and base.

2.16 Remove carpet and base.

2.17 Remove drinking fountain and salvage to be reinstalled.

2.19 Remove abandoned Real Time Locating System

electronic devices.

2.31 Remove sliding vestibule doors.

N.T.S.Scale:

First Floor Key Plan

A

SB010C

Areaway

SB10

2.06

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:5

A

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Correct Interior Deficiencies at Cincinnati

04/21/2021

SUB-BASEMENT NOTE PLAN

A001

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/32" = 1'-0"

Sub-Basement Floor Plan N

Scale: 1/8" = 1'-0"A Sub-Basement Note Plan - Area A

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

NOTES

2.06 Remove existing door & frame. Prep existing opening as

required for installation of new door & frame. See Door Schedule.

A

B

C

D

Mechanical Room

C015

+/- 14' - 4"

S6.1

S6.0

S6.0

Supply Warehouse

A001

A001

2.06

Transformer Room

B013B

B013B 2.06

Mechanical Room

C015

7.757.75

7.747.747.74

7.75

7.75

7.747.74

C-B-13

C-B-2

Corridor

C*B*13

2.06

2.06

J O H N

A

P O E

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H O

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R A

C H

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CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:0

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M

Correct Interior Deficiencies at Cincinnati

04/21/2021

BASEMENT NOTE PLAN

A002

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/32" = 1'-0"

Basement Floor Plan N

Scale: 1/8" = 1'-0"A1 Basement Dimension Plan - Area A

N Scale: 1/8" = 1'-0"B Basement Plan - Area B

N Scale: 1/8" = 1'-0"C Basement Plan - Area C

N Scale: 1/8" = 1'-0"A2 Basement Note Plan - Area A

N Scale: 1/8" = 1'-0"D Basement Plan - Area D

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

NOTES

2.06 Remove existing door & frame. Prep existing opening as

required for installation of new door & frame. See Door Schedule.

7.74 Install fire stopping between top of wall and underside fo metal decking. Continuous fire rated sealant all joints and penetrations in walls.

7.75 Continuous fire rated sealant along all joints between new gyp. bd. and existinng CMU wall.

C B

A

D

REFER TO DWG.

SHEET A111-N

Corridor

C*1*6 C-1-6

Corridor

C*1*8 C-1-8

C-1-10

Corridor

C*1*10

2.06

2.06

2.06

Service Lobby

A126

Dry Storage

A127A

A127A

A126

Clean Supply

A1022

SPS Storage

A1023

Volunteer Storage

A1036

Volunteer Lounge

A1035

Volunteer Serviecs

A1037

A1022 A1023

A1035

A1036

A1037

A1002

Dialysis Waiting

A1002

2.06

2.06

2.062.06

2.06

2.06

2.062.06

8.19

8.19

Corridor

C*1*7 C-1-7

2.06 8.19

8.19

J O H N

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

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Correct Interior Deficiencies at Cincinnati

04/21/2021

FIRST FLOOR NOTE PLAN

A101

CV-

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/32" = 1'-0"

First Floor Plan

N Scale: 1/8" = 1'-0"B First Floor Note Plan - Area B

N Scale: 1/8" = 1'-0"D First Floor Note Plan - Area C

N Scale: 1/8" = 1'-0"C First Floor Note Plan - Area D

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

Revisions Date

NOTES

2.06 Remove existing door & frame. Prep existing opening as

required for installation of new door & frame. See Door Schedule.

8.19 Wave to open, touchless door activation sensor.

Coordinate exact locations with COR.

A

Gas Storage

C2029

Soil

C2037

C2037 C2029

2.06 2.06

J O H N

A

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CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:4

A

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Correct Interior Deficiencies at Cincinnati

04/21/2021

SECOND FLOOR PLAN

A102

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/32" = 1'-0"

Second Floor Plan N

Scale: 1/8" = 1'-0"A Second Floor Plan - Area A

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

Revisions Date

NOTES

2.06 Remove existing door & frame. Prep existing opening as

required for installation of new door & frame. See Door Schedule.

FD

UP

UP

UP

UP

UP

UP

A

B

C

C3034

C-3-11

Corridor

C*3*11

SPD Case Cart

C034

2.20

2.20

Corridor

C*3*3 C-3-3

2.06

C-3-12.06

Corridor

C*3*1

J O H N

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:0

A

M

Correct Interior Deficiencies at Cincinnati

04/21/2021

THIRD FLOOR NOTE PLAN

A103

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

N Scale: 1/32" = 1'-0"1 Third Floor Plan

N Scale: 1/8" = 1'-0"A Third Floor Plan - Area A

N Scale: 1/8" = 1'-0"B Third Floor Plan - Area B

N Scale: 1/8" = 1'-0"C Third Floor Plan - Area C

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

Revisions Date

NOTES

2.06 Remove existing door & frame. Prep existing opening as

required for installation of new door & frame. See Door Schedule.

2.20 Existing door & frame to remain. Add or replace door

hardware per Door Schedule.

Pharmacy Consult

C157

PBS Office

C155

Patient Advocate

Office

C158 PBS Open Work Area

C154

Mgr. Med.

Surge Office

C153

Volunteer Services

C151

Clerks

C152

Pharmacy Consult

C156

2' - 0 7/8"

10' - 2 1/2"

10' - 2 1/2"

R

' - 6

/4

3' - 6" 20' - 4 3/8"

10' - 6 5/8" 37' - 9 3/8"

/8

/8

/8

/8

9' - 6 7/8"

9' - 2 1/2" 9' - 2 1/2"

Corridor

C*1*23

Waiting Room

C100A

Waiting

C147

Corridor

C*1*24

Vestibule

C144

Corridor

C*1*10

Align

/2

14' - 2 3/8"

/8

+/- 3'-4"

S2.4

Align

Align

Waiting Area

C100

26' - 3"

S2.0

S2.0

S2.0

.1

7°

S2.4

S2.0

Align

S2.4

Corridor

C*1*13

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

B

8' - 2"

Closet

C150

S2.0

' - 0

Corridor

C*1*4

Corridor

C*1*4

3' - 8"

3' - 8"

S2.0

S3.1S3.1

S3.1

B

A

A

A

A

B

3' - 9"

3' - 9"

S5.1

S5.0

S5.1 Mech.

C149

S1.0-F

S7.0-F

S5.1

S5.1

S5.1

S5.1

4' - 0" 2' - 1"

1' - 10"

1'

4' - 0"

' - 0

' - 2

4' - 3"

20' - 0"

S2.0

S2.0

.3

6°

.3

6°

10.36°

10.36°

/8

22' - 5 3/4"

.2

° S1.4S1.4

/2

S1.4

S1.4

R

' - 6

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:2

A

M

Correct Interior Deficiencies at Cincinnati

04/21/2021

LOBBY DIMENSION PLAN

A111-D

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

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

Lobby Dimension Plan N.T.S.Scale:

First Floor Key Plan

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

A401

Corridor

C*1*23

Volunteer Services

C151

PBS Open Work Area

C154

Mgr. Med.

Surge Office

C153

Pharmacy Consult

C157

PBS Office

C155

Patient Advocate

Office

C158

Waiting Area

C100

Corridor

C*1*24

Waiting

C147

Vestibule

C144 Waiting Room

C100A

Closet

C150

Corridor

C*1*10

Corridor

C*1*13

A401

A

A511

A401

A401

A401

A401

A401

A401

A

A601

C

Pharmacy Consult

C156

C156C157

C155

C154

C158

C-1-23

C153

A

A401

5A

A401

A401

A502

A

12.01 12.01

12.01 Clerks

C152

C150

IF103

A111-N

A

A

Opp.

22.07

6.216.21 6.21

6.21

3.06

PBS

Elegibility

PBS

Elegibility

CPAC

Biling

PBS

ROI

C-1-10

Mech.

C149

C151 C149

C-1-4

C-1-24

Corridor

C*1*4

Corridor

C*1*4

C144A

C144B

A111-N

A511

A401

A511

Sim

A511

A111-N

E x is ti n g F lo o r O p e n in g

F ie ld V e ri fy

Existing Floor Opening

Field Verify

3.18

2.18

3.20

2.02

5.28

5.29

Embed Typ.

8"

Overlap Typ.

1' - 4"

5.29

5.28

Embed Typ.

8" Field Verify

2.02

5.20

3.20

5.29

3.18

5.30

5.28

Overlap Typ.

1' - 4"

/2

3' - 8" fo r n ew w o rk

A s

R eq

'd

S7.0-F

S1.0

S1.0-S

S2.0

S7.0-F

EG-1

7.80

2.41

2.02

8.08

2.03

9.23

7.80

9.239.23

9.23

J O H N

A

P O E

IO

H O

F O

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IS

E T

R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:4

A

M

Correct Interior Deficiencies at Cincinnati

04/21/2021

LOBBY NOTE PLAN

A111-N

CVKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

NOTES

GENERAL NOTES

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.

E. Provide level 5 finish on all new exposed, public-facing, gypsum board walls.

2.02 Existing structure to remain.

2.03 Existing wall to remain.

2.18 Existing floor opening in structure.

2.41 Existing 2 hour rated fire barrier wall assembly to remain.

3.06 New concrete slab infill in existing floor opening.

3.18 New concrete slab, match existing slab thickness and

composite metal decking to preserve fire rating.

3.20 Dowel #4 rebar into existing structure @ 16" o.c. with 8" minimum embedment with Sikadur Hi-Mod Gel.

5.20 Composite metal form deck.

5.28 C6x8.2 steel channel attached with L3x3x1/4, 3 1/2" long 3/16 fillet welds.

5.29 C6x8.2 steel channel attached to existing framing with

L3x3x1/4, 3 1/2" long 3/16 fillet welds.

5.30 Weld composite metal deck to C6x8.2 steel channels at

12" oc.

6.21 Casework. See Interior Elevations.

7.80 Continuous fire-rated sealant @ rated walls each side.

8.08 Double egress hollow metal frame.

9.23 2 1/2" metal J-runner shaft-wall framing.

12.01 Manual roller window shade, WT-1.

22.07 Reinstall existing salvaged drinking fountain.

Scale: 1/8" = 1'-0"A Lobby Note Plan

N.T.S.Scale:

First Floor Key Plan - Note

Scale: 3/4" = 1'-0"1 Floor Slab Infill Detail

Scale: 1 1/2" = 1'-0"2 Floor Slab Infill Section

FLOOR SLAB INFILL GENERAL NOTES

A. Verify all conditions prior to floor slab infill construction.

B. Infill concrete slab to reach f'c of 4,000 psi in 28 days.

C. NW = Normal weight concrete (145 pcf).

D. All reinforcing steel to be new billet steel, conforming to ASTM A-615, Grade 60.

Scale: 1 1/2" = 1'-0"3 Fire Door Plan Detail

8'-2"

8'-4"

8'-0"

8'-0"

7'-10"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

7'-11"

8'-0"

A121

IF103

C100

C*1*24

C147

C144

C100A

C*1*23

C151

C154

C153

C157

C155

C158

C152

C150

C*1*10

C*1*13

C156

C*1*10

7'-10" ACT-1

P-7

ACT-2

ACT-2

ACT-2

8'-0"

P-5

7'-4"

ACT-1

ACT-1

ACT-1ACT-1

ACT-2

ACT-1

ACT-1

ACT-1

ACT-1

ACT-2

ACT-2

ACT-2

P-1

P-6

7'-10"

P-7

7'-10"

ACT-2

P-1

P-1

7'-9"

7'-9"

7'-9"

A121

A121

A121

A121

A121

A121

A121

A121

A121

A121

A121

A121

EQ EQ

3' - 3 3/4"

/4

EQ EQ

Align

/8

Align

ACT-2

7'-11"

26.0226.0226.0226.02

5' - 3 1/4"

12' - 4"

R

2'

/8

R

/8

R 20' - 4 1/4"

/4

19' - 11"

1' - 1 1/2"

12' - 1 1/4"

/2

R

' - 6

9' - 6 1/2"

/2

R 45' - 5"

R

8'

7'-11"

9.04

9.04

9.04

9.04

9.04

9.04

12.02

12.02

A121

A121

C*1*4

REFLECTED CEILING PLAN LEGEND

Recessed Downlight Fixture

Supply Air Diffuser

Return Air Grille

2' x 2' Light Fixture

2' x 2' Acoustical

Tile Ceiling

Gypsum Board

Surface-mounted Light Fixture

Access Panel

Recessed Wall-wash Fixture

Recessed Linear Light Fixture

ACT-1

8'-0" A.F.F.2 5/8"

/2

/8

26.01

AG-1

9.41

3 3/8"

/2

9.46

Gypsum

Height Varies. Refer to R.C.P.

ACT-1

Height varies. Refer to R.C.P.

9.219.21

9.52

9.41

5.065.06

Gypsum

Height varies. Refer to R.C.P.

Gypsum

Height varies. Refer to R.C.P.

9.219.21

9.21

5.065.065.06

9.219.21

9.41

9.52

5.065.06

Gypsum (P-5)

8'-2" A.F.F.

ACT-1

8'-0" A.F.F.

26.01

4 1/4"

ACT-1

7'-10" A.F.F.

ACT-1

Height varies. Refer to R.C.P.

9.41

9.219.21

9.52

5.06

8.63

9.21

AG-2

WT-2

12.02

J O H N

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H O

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R EG

IS

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R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:3

:0

A

M

Correct Interior Deficiencies at Cincinnati

04/21/2021

LOBBY REFLECTED CEILING PLAN

A121

MWKR

20004.00

539-21-115

Cincinnati VAMC

JASON REEVES - CHIEF ENGINEER

CONSTRUCTION

DOCUMENTS

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

REFLECTED CEILING PLAN

GENERAL NOTES

A. All wood blocking shall be fire retardant. Refer to life and safety plans for specific location of rated floor/ceiling assemblies.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

E. See specifications for additional information about ceiling systems.

F. Ceiling and soffit heights are noted from their respective floor elevations.

G. Bulkheads shall be diagonally braced to floor deck with metal studs at 4'-0" O.C. minimum.

H. Patch and repair ceilings damaged during demolition and new construction that are to remain.

I. Provide level 5 finish on all new gypsum board ceilings.

J. Coordinate Fire Protection and Technology device locations with general trades. Do not penetrate ceiling without prior approval from Architect.

NOTES

5.06 3-5/8" cold formed metal framing @ 16" O.C. See Structural Drawings.

8.63 Decorative laminated glass.

9.04 Gypsum board control joint.

9.21 5/8"…