Drawings 11-04-2020.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 A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX

X

XXX

Ludlow Ave.

C lif to n A v e

CINCINNATI

STATE

TECH.

Hopple St.

M.L.K. Dr.

McMillan St.

UNIV. OF

CINCINNATI

Taft Rd.

VAMC

3200 VINE ST.

M.L.K. Dr.

V in e

S t.

ZOO

Jefferson Ave.

UNIV.

HOSPITAL

Mitchell Ave.

R ea di ng

R d.

V ic to ry

P kw

y. XAVIER

UNIV.

N

Areas of Work

N

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A

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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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

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Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

COVER SHEET

G001

CVKR

20003.00

539-21-210

Cincinnati VA

Reconfigure 2nd Floor Waiting & Check-In 3200 Vine Street Cincinnati, OH 45220 PROJECT #: 539-21-210

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

G001 COVER SHEET

G100 CODE PLAN

G201 PHASING PLANS

G202 PHASING PLANS

AD102 DEMOLITION PLAN

A102-D DIMENSION PLAN

A102-N NOTE PLAN

A122 REFLECTED CEILING PLAN

A401 INTERIOR ELEVATIONS

A501 CASEWORK SECTIONS & DETAILS

A601 WALL TYPES

A611 DOOR SCHEDULE, WINDOW TYPES & DETAILS

AF101-F FLOOR FINISH PLAN & SCHEDULE

AF101-W WALL PROTECTION & WALL FINISH PLANS

AF601 FURNITURE & EQUIPMENT PLAN

FX001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

FX102 SECOND FLOOR PLAN – NEW WORK

P001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

PD102 SECOND FLOOR PLAN - REMOVALS

P102 SECOND FLOOR PLAN – NEW WORK

M001 HVAC LEGEND, INDEX AND GENERAL NOTES

MD102 SECOND FLOOR PLAN - REMOVALS

M102 SECOND FLOOR PLAN – NEW WORK

M501 DETAILS

M502 DETAILS

M601 SCHEDULES

M901 CONTROLS

E001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

ED100 SECOND FLOOR PLAN - REMOVALS

E100 SECOND FLOOR PLAN NEW WORK - LIGHTING

E101 SECOND FLOOR PLAN NEW WORK - POWER & SYSTEMS

T001 TECHNOLOGY LEGEND

T500 TECHNOLOGY DETAILS

T501 SECURITY DETAILS

TA100 SECOND FLOOR PLAN - REMOVALS TECHNOLOGY

TA101 SECOND FLOOR PLAN - NEW WORK TECHNOLOGY

TN101 SIGNALS CLOSET A239 - NEW WORK

TN102 SIGNALS CLOSET A2005 - NEW WORK

GENERAL CONSTRUCTION NOTES

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.

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.

* 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.

DRAWING INDEX

GRAPHIC SYMBOLS

VICINITY MAP

2ND FLOOR KEY PLAN

Revisions Date

1-HR Fire / Smoke Barrier

2-HR Fire / Smoke Barrier

1-HR Fire Barrier

2-HR Fire Barrier

0-HR Smoke Partition

Means of Egress

Egress Capacity

Existing Wall to Remain

New Wall

Suite Designation

CODE LEGEND

Waiting A202

Office C200B

Office C200A

Scheduling Office A253

Stair 5 S*2*5

A/C Shaft

WORK AREA C

WORK AREA B

WORK AREA A

Waiting C202

Reading Rm C201

Women's Toilet A235

Check-In A201

Waiting A2000

Common Path of Travel Max. Allowable = 100' Actual = 46'

Travel Distance to Exit Max. Allowable = 200' Actual = 35'

Travel Distance to Exit Max. Allowable = 200' Actual = 62'

Nuc. Med.

Admin.

C200

Office C203

Greeter Station

A234

Check-In C200C

Shared Break Room A2020

Corridor C*2*15

Corridor C*2*3

Corridor C*2*1

Stair 1 S*2*1Stair 2

S*2*2

Stair 9 S*2*9

Stair 11 S*2*11

Stair 6 S*2*6

Stair 3 S*2*3

Travel Distance to Exit within Non-Patient-Care Suite. Max. Allowable = 100' Actual = 27'

Common Path of Travel Max. Allowable = 100' Actual = 21'

Non-Patient-Care Suite Max. Allowable = 2,500 SF Acutal = 362 SF

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:1

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Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

CODE PLAN

G100

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

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

CODE PLAN

CODE NOTES

Code: NFPA 101 Life Safety Code (2018 Edition)

Construction Type: Type I (322)

Use Group: Health Care Occupancy

Protection: Fully Suppressed

Area of Work: Building B1, Second Floor Renovations:

Radiology, Nuclear Medicine & Cardiology Spaces = 2568 SF Corridor C*2*1 = 1819 SF Total Renovated Areas = 4387 SF

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 B1 Second Floor, Radiology, Nuclear Medicine & Cardiology = Health Care Occupancy

6.2.2.1 – Hazard classification = Ordinary

Chapter 7 - Means of Egress

• 7.1.3.1 - Exit Access Corridors: >30 occup load = 1-hr. fire rating.

Exception 2): not req'd per 38.3.6.1(3).wt

• 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)

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

• 7.3.1.2 – Occupant Load:

B1 - Second Floor (Renovation):

Business Use - Offices (concentrated) 1254 SF @ 50 sf / occ = 25 occup.

Assembly Use - Waiting / Break Rm (net) 1224 SF @ 15 sf / occ = 81 occup.

Total = 106 occup.

• 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)

• 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.

• Table A.7.6 - Common Path, Dead-End and Travel Distance Limits New Health Care occupancy - Sprinklered

• Common Path Limit = 100'

• Dead-End Limit = 30'

• Travel Distance Limit = 200'

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.

• 8.7.1.2 - Where protection is provided with AFSS without F.R. separation, space shall be enclosed with smoke partitions per 8.4.

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 I (322), sprinklered, no story limitations.

• 18.1.7 - Occupant Load per Table 7.3.1.2.

• 18.2.2.2.2(1) - Door locking devices that restrict access to a room from the corridor and that are operable only be staff from the cooridor side shall be permitted, provided that such devices to not restrict egress from the room

• 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).

• 18.2.5.7.3.1(B) - Suite more than 2500sf requires two exits access doors

• 18.2.5.7.3.3(A) - The portion of travel distance from any point within the suite to an exit door from the suite shall not be more than 100'.

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

• 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.

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.

A/C Shaft

Reception

A202

Break Rm.

A253

File Rm.

C200B

Office

C200A

Reading Rm.

C202

Nuclear Medicine Secretary

C200

Office

C200C

1.12

1.15

1.16

Corridor

C*2*1

Corridor

C*2*3

Corridor

C*2*15

S-5

S-6

1.191.19

1.17

A/C Shaft

Storage

A2020

Reception

A202 Break Rm.

A253

Reading Rm.

C202

Nuclear Medicine Secretary

C200

Office

C200C

File Rm.

C200B

Office

C200A

Imaging Reception

A201

Waiting

A2000

Tlt. Rm.

A253B

Break Rm.

C203

Waiting

C201

Women's Toilet

A235

Corridor

C*2*1

Corridor

C*2*3

Corridor

C*2*15

S-5

S-6

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

PHASING LEGEND

Office

C203

Reading Rm

C201

Greeter Station

A234

Women's Toilet

A235

M

IN

T1.0

T1.01.10 1.13

1.14

Check-In

A201

Waiting

A2000

Waiting

A202

T1.0 T1.0

T1.0

T1.0

M

IN

1.13

1.14

Shared Break Room

A2020

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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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:0

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Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

PHASING PLANS

G201

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

N Scale: 3/32" = 1'-0"1.1

PHASE 1.1 - FLOOR PLAN

N Scale: 3/32" = 1'-0"1.0

EXISTING FLOOR PLAN

NOTES

1.10 Remove portion of wall create 4' wide framed opening.

Finish jamb of opening with gyp bd and paint to match existing condidtions.

1.12 Work in corridor 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.

1.13 Maintain 5' minimum clear egress around all temporary

partitions.

1.14 Construct temporary partitions at the beginning of phase.

Remove once permanent wall and door have been completed within the area.

1.15 Temporary Waiting Room.

1.16 Temporary patient Check-In.

1.17 Temporary Office flex space.

1.19 Contractors to exclusively use service elevators S-5 & S-6 for daily use.

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.

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

PHASING LEGEND

A/C Shaft

Reception

A202

Break Rm.

A253

1.16

1.181.18

1.17

1.17

Corridor

C*2*1

Corridor

C*2*3

Corridor

C*2*15

S-5

S-6

1.191.19

Check-In

A201

Waiting

A202

Waiting

A2000

Waiting

A2000

T1.0

Office

C200B

Office

C200A

Waiting

C202

Nuc. Med.

Admin.

C200

Check-In

C200C

Office

C203

Reading Rm

C201

Greeter Station

A234

Women's Toilet

A235

M

IN

T1.0T1.01.12

1.13

1.14

Shared Break Room

A2020

A/C Shaft

1.12

1.17

Corridor

C*2*15

Corridor

C*2*3

Corridor

C*2*1

S-5

S-6

1.191.19

Office

C200B

Office

C200A

Waiting

C202

Nuc. Med.

Admin.

C200

Check-In

C200C

Office

C203

Reading Rm

C201

Greeter Station

A234

Women's Toilet

A235

Shared Break Room

A2020

Check-In

A201

Waiting

A202

Waiting

A2000

M

IN

Waiting

A202

Waiting

A2000

T1.0T1.0

T1.0

1.13

1.14

Scheduling Office

A253

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

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PHASING PLANS

G202

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

NOTES

1.12 Work in corridor 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.

1.13 Maintain 5' minimum clear egress around all temporary

partitions.

1.14 Construct temporary partitions at the beginning of phase.

Remove once permanent wall and door have been completed within the area.

1.16 Temporary patient Check-In.

1.17 Temporary Office flex space.

1.18 Temporary Shared Wating Room

1.19 Contractors to exclusively use service elevators S-5 &

S-6 for daily use.

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.

N Scale: 3/32" = 1'-0"1.2

PHASE 1.2 - FLOOR PLAN

N Scale: 3/32" = 1'-0"1.3

PHASE 1.3 - FLOOR PLAN

A/C Shaft

2.51

2.52

2.55

2.71

2.632.63

2.71

2.63

2.71 2.63

2.71

2.71

2.61

2.61

2.71

2.71

2.61

2.61

2.61

2.61

2.62

2.71

2.71

2.63

2.71

2.62 2.53

2.54 2.54

2.53

2.55

2.55

2.71

2.62

2.63 2.71 2.71

2.62

2.532.53

2.56

2.64

2.71

2.53

2.412.58

2.62

2.722.72

2.72

2.72

2.61

2.71

2.64 2.71

2.57

2.31

B

A

C

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

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R A

C H

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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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

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DEMOLITION PLAN

AD102

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

GENERAL DEMOLITION NOTES

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

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

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

J. Remove corner guards in areas to be remodeled.

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 suport 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 all ectronic devices, including but not limited to, wireless access points, PA speakers, checkpoint sensors, checkpoint repeaters and checkpoint modems shall be turned over to Owner.

NOTES

2.31 Existing concrete floor. Prep floor as required for new

flooring finish.

2.41 Remove existing toilet room plumbing fixtures and

accessories for construction. Salvage and store for reinstallation. Fixtures and accessroies to be reinstalled at original location.

2.51 Remove toilet partition.

2.52 Remove and salvage lockers. Store and protect during

construction to be reinstalled in new location.

2.53 Remove casework.

2.54 Remove countertop.

2.55 Remove window.

2.56 Remove existing masonry wall. Remove CMU up to bottom

of structure. Remove brick up to existing support angle.

2.57 Remove chair rail wall protection.

2.58 Remove wall tile. Patch and repair wall as required to

receive new finishes.

2.61 Remove VCT flooring & base.

2.62 Remove sheet vinyl flooring & base.

2.63 Remove carpet & base.

2.64 Remove tile flooring & base.

2.71 Remove ACT ceiling tiles & grid.

2.72 Remove portion of existing ceiling grid and tile required for construction of new ceilings. See Reflected Ceiling Plan.

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

DEMOLITION PLAN - AREA A

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

DEMOLITION PLAN - AREA B

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

DEMOLITION PLAN - AREA C

KEY PLAN

B

A

C

Office

C200A

A/C Shaft

Office

C200B

Reading Rm

C201

Waiting

C202

Women's Toilet

A235

2' - 6" 5' - 4" 5' - 8 7/8" 5' - 8 7/8" 2' - 6" +/- 10' - 3 1/2"

Waiting

A2000

Check-In

A201

Waiting

A202 5

/2

/8

/4

" 11' - 8 7/8"

Align

Align

Align

Align

Align

Align

7' - 5 3/4" +/- 6' - 4 7/8"

/8

/8

Office

C203

Greeter Station

A234

Align

+/- 16' - 9 5/8" 17' - 6 1/2"

/8

45.00°

Nuc. Med.

Admin.

C200

Check-In

C200C

EQ. EQ.

1' - 0"

/8

Corridor

C*2*1

Align

4' - 2 1/2"

8' - 8"

5' - 2"

+/- 10' - 9 1/2"

Align

Align

5' - 5 3/4"

2' - 0"

/8

Align

Align

6' - 6"

Scheduling Office

A253

Align

Shared Break Room

A2020

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

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DIMENSION PLAN

A102-D

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

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.

KEY PLAN

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

DIMENSION PLAN - AREA A

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

DIMENSION PLAN - AREA B

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

DIMENSION PLAN - AREA C

UP

A

C

Waiting

A202

Office

C200B Office

C200A

A/C Shaft

Waiting

A2000

Check-In

A201

Reading Rm

C201

Women's Toilet

A235

Corridor

C*2*1

Waiting

C202

Office

C203

Greeter Station

A234

Nuc. Med.

Admin.

C200

Check-In

C200C

S2.0S2.0S2.3

A201

C201 C203

C200 C200B

C200A

S3.0

B

A

A

A

A235

S2.3

A401

A

A401

A

A

A401

A401

A401

S2.3

S2.3

S5.0S5.0A401

A

A401

B

A401

C

B

E E E

F F

CC

D

S2.3S2.3S2.3S2.3

S3.0

12.52

Scheduling Office

A253 S2.0S2.0

A253

S6.0

S6.0

S2.3S2.3

S2.3S2.3

S2.3S2.3

A2020

A

8.50

8.50

G

G

Shared Break Room

A2020

S2.3

S2.3

A611

A611

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

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NOTE PLAN

A102-N

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% 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.

8.50 Install translucent vinyl film on inside face of glazing on the bottom portion of the storefront windows.

12.52 All existing toilet fixtures and accessories to be reinstalled at orginal location.

KEY PLAN

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

NOTE PLAN - AREA A

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

NOTE PLAN - AREA B

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

NOTE PLAN - AREA C

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

2' x 2' Return Air Grille2' x 2' light fixture

2' x 2' acoustical tile ceiling

Gypsum board ceiling / soffit - painted

Surface mounted light fixture

Acoustic wood ceiling planks

Recessed LED strip fixture

1' x 2' Return Air Grille

B

A

C

A201 A202

A2000

C201

A235

C202

C200B

C200A

C*2*1

7'-10"

C203

A234

C200C

C200

AWC-1

7'-8"

8'-0"

8'-0"

8'-0"

ACT-1

ACT-1

ACT-1

ACT-1 ACT-1

8'-0"8'-0"

ACT-1

8'-0" 8'-0"

ACT-1

ACT-1

8'-0"

8'-0" 8'-0"

ACT-1

7'-8"

ACT-1

6'-10"

12.13

12.1312.13

12.13

12.13

A122

ACT-1

12.13

Align

A122

Sim

A122

Sim

A122

Sim

A122

Sim

A122

1' - 0"

Align 8'-0"

P-2

P-5

P-2

C*2*1

C*2*1

8'-0" ACT-1

7'-8"

C*2*1

Align

P-5

Align

A253

7'-10"

ACT-1

A2020

ACT-1

9'-3"

12.01

12.01

VARIES - SEE PLAN

9.02

9.41

9.02

9.91

9.02

9.91

9.41

9.21

S E

E P

L A

N

9.21

S E

E P

L A

N

9.41

1/4" Typ.

9.83

9.92

9.82

9.84

8"

J O H N

A

P O E

IO

H O

F O

E T A T

S

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

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REFLECTED CEILING PLAN

A122

CVMW

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

GENERAL NOTES

A. All wood blocking shall be fire retardant.

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. Ceilings in Corridor C*2*1 are existing to remain. Contractor to modify and repair existing corridor ceilings only as necessary to complete new work.

NOTES

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.21 5/8" Type X gypsum board.

9.41 Suspended acoustic ceiling tile/grid ACT-1. See Room

Finish Schedule.

9.82 Acoustical wood planks (AWC-1). Fully sealed, sound

insulated, resonant cavity overlayed with micro-perforated multi-ply surface, See Room Finish Schedule.

9.83 Vertical wood veneer trim. Finish to match AWC-1.

9.84 Suspended grid system with bayonet clips.

9.91 Angled metal framing to structure above.

9.92 1/4" closed spline reveal. Spline finish to be painted black.

12.01 Manual roller window shades (WT-1).

12.13 Horizontal blinds (WT-2).

KEY PLAN

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

REFLECTED CEILING PLAN - AREA A

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

REFLECTED CEILING PLAN - AREA B

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

REFLECTED CEILING PLAN - AREA C

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

GYP. BD. CEILING DETAIL

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

WOOD CEILING DETAIL

OPEN

P-1P-1

RB-1

P-1

P-1

CG-1

P-1 P-2 P-1

OPEN

CG-1

CG-1

RB-1

PL-1

SS-1

CG-1CG-1 CG-1

E E

10.01

RB-1

CG-1 RB-1

SS-1

PL-1

RB-1

26.0126.01

RB-1

RB-1

OPEN

P-1

CG-1

P-1

P-3

P-3 P-3

P-3

P-3

HR-1 HR-1

A235OPEN

P-3

PL-1

SS-2

SS-1

CG-1 CG-1 CG-1CG-1

CG-1

AWC-1

10.01

RB-1

RB-1

1747A237A236A

RB-1RB-1RB-1

RB-1

OPEN

P-1

RB-1

P-1 P-1

CG-1

P-1 P-1

RB-1 P-1

OPEN

EG-1 EG-1 CG-1

RB-1

PL-1

SS-1

EEE

P-2

CG-1

10.01

HR-1

P-1

A203206

CG-1SS-1

PL-1

RB-1

SS-1

PL-1

RB-1

26.0126.0126.01

AA

WP-1

RB-1

9.959.95 9.959.95

OPEN

PT-2

P-1

RB-1

P-1

P-1

HR-1

CG-1

CG-1

CG-1

CG-1

RB-1

ELEVATOR

RB-1RB-1

RB-1RB-1 RB-1RB-1

ELEVATOR ELEVATOR ELEVATOR

9.95

WP-1

RB-1

CG-1P-1

P-1

OPENWP-1

RB-1

EG-1

P-1

PT-1

P-1

A

B

PL-1

SS-1

PL-1

2' - 6"

3 5/8" 2' - 6"

W1 W1

B1 B8

3 2

2' - 6" 2' - 6"

B7

2' - 6" 2' - 6"

W1

PL-1

A2020

P-1

RB-2

SS-2

A401

A

A

Greeter Station

A234

A501

A501

2' - 5"

5' - 2"

ALIGN

12.32

A401

A

A501

A501

A

EQ. A 4 7/8" EQ. A

16' - 4 3/4"

EQ. B EQ. B

A501

A501

12.32 12.32

1' - 6" 1' - 6"

12.32 12.32

B2

2' - 6" 1"

SS-1

PL-1

RB-1

2' - 6" B2

1"

RB-1

PL-1

SS-1

SS-2

PL-1

PL-1

SS-1

PL-1

RB-1

SS-2

P-1

PL-1

P-1

SS-1

P-2 P-2

RB-2

EE

OPEN

OPEN

OPEN

OPEN

EG-1

RB-1

P-1

2' - 2"

C

D

RB-1

A611

8.51

P-1

RB-1

P-1

RB-2

CG-1

8.51

A401

A501

A501

A501

16' - 9 3/4"

EQ. A 4 7/8" EQ. A 4 7/8" EQ. A

A

A

12.32 12.32 12.32

P-2

SS-1

PL-1

RB-2

P-2

EG-1 EG-1

P-2

EEE

/8

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:0

:2

P

M

Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

INTERIOR ELEVATIONS

A401

NHMW

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

NOTES

8.51 1/4" tempered glass.

9.95 Reveal.

10.01 Large wall signage, owner provided/installed.

12.32 Wire management grommet. Coordinate exact location

with COR.

26.01 Light fixture. See Electrical Drawings.

7 5

Scale: 1/4" = 1'-0"16

TOILET A235 - TYP. WALL TILE PATTERN

Scale: 1/4" = 1'-0"8

BREAK ROOM A2020

A

B

91011

14 13 12

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

CORRIDOR C*2*1

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

GREETER STATION

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

CORRIDOR C*2*1

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

CORRIDOR C*2*1

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

NUC. MED CHECK-IN

C

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

RADIOLOGY CHECK-IN

ENLARGED PLAN VIEW

ENLARGED PLAN VIEW ENLARGED PLAN VIEW

B1B8

Sink

Microwave

1' - 1" 3" 8"

1"

/4

2' - 1"

12.20

12.24

12.27

12.19

/4

2' - 1"

12.20

12.17

12.24

12.22

9.60

12.51

3"

1"

12.21

B7

12.19

12.20

12.29

12.30

12.22

12.31

12.21

9.60

3"

2' - 1"

1"

/4

1' - 7"

/4

3"

12.19

12.20

12.29

12.30

12.22

12.31

12.21

9.60

1"

B2

/4

W1

26.01

12.29

12.30

12.22

12.21

12.09

1' - 2"

12.31

6.03

26.01

12.30

12.29

12.31

12.21

6.03

12.09

W2

1' - 2"

/4

12.21

12.20

12.20

12.21

12.28

5.06

5 1/8"

6.03

8"2' - 0"

9.60

12.21

26.01

9.60

2"

/4

/4

9.60

2' - 5 3/4"

12.20

12.28

/4

12.21 1"

12.21

9.60

5.065 1/8"

2"

2' - 8"

/4

3 1/4"

12.2012.32

26.01

12.21

9.60

9.60

6.03

5.06

2"

5 1/8"

12.21

12.2812.28

12.20

12.28

12.32

/4

9.60

12.21

2"

12.19

2' - 0"

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:0

:2

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M

Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

CASEWORK SECTIONS & DETAILS

A501

NHMW

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

NOTES

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

6.03 Wood blocking.

9.60 Resilient base. See Room Finish Schedule.

12.09 Soffit panel. Plastic laminate over 3/4" plywood. Match finish to cabinet body finish.

12.17 Side splash. See Elevations for locations.

12.19 Applied solid surface backsplash.

12.20 Solid surface material over 3/4" plywood substrate, 1/4" eased edge.

12.21 Plastic laminate over 3/4" particle board.

12.22 Plastic lamiante adjustable clad shelf, 3/4" particle board w/finishes on all 6 surfaces on metal standards. Provide 1" thick shelves when span exceeds 32".

12.24 Apron. Plastic laminate over 3/4" particle board.

12.27 Removable panel with concealed fasteners: Plastic laminate over 3/4" plywood.

12.28 Metal in-wall recessed countertop support bracket.

12.29 4" wire pull. [Recessed pull.]

12.30 Self-latching, key-operated lock.

12.31 5 Knuckle hinge.

12.32 Wire management grommet. Coordinate exact location with

COR.

12.51 Provide openning for wire management.

26.01 Light fixture. See Electrical Drawings.

Scale: 1" = 1'-0"

CASEWORK SECTIONS

Scale: 1" = 1'-0"1

CASEWORK SECTION

Scale: 1" = 1'-0"2

CASEWORK SECTION

Scale: 1" = 1'-0"3

CASEWORK SECTION

Scale: 1" = 1'-0"4

CASEWORK SECTION

S2.0

9.21

9.02

7.82

7.82

4 1/4"

9.80

S3.0

1 1/2"

9.05

9.21

7.82

7.82

T1.0

9.21

9.02

9.80

4 7/8"

7.80

7.80

9.42

1-HR RATED

FIRE BARRIER

UL #U465

9.16

S2.3

9.21

9.01

7.82

7.82

3 1/8"

9.80

S6.0

5/8"

7.82

7.82

9.21

9.80

2.03

S1.0

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

S5.0

5 5/8"

9.219.21

9.02

9.80

7.82

7.82

6.09 Reading Room Side of Wall

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:0

:3

P

M

Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

WALL TYPES

A601

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

2.03 Existing wall to remain.

6.09 3/4" fire retardant treated plywood.

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

7.82 Continuous acoustic sealant @ non-rated walls.

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.

9.16 Fire retardant plastic sheeting sealed to prevent passage of air.

9.21 5/8" Type X gypsum board.

9.42 Paint Temporary Partitions to match adjacent walls.

9.80 Acoustic insulation

NOTES

Scale: 1" = 1'-0"

WALL TYPES

SEE PLANSEE PLAN

1/2" 1/2"

1/2"1/2"

H1

J1

8.02

9.21

9.80

8.02

9.09

9.21

9.80

8.08

9.21

9.80

8.08

9.09

9.21

9.80

8.04

S1 H1

J1

9.08

7.82 7.82

9.08

7.82 1/2" 1/2"

7.82

1/2" 1/2"

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

3 1/4" SEE SCHEDULE 3 1/4"

/4

S E

E S

C H

E D

U L E

SEE SCHED.

S E

E S

C H

E D

U L E

F

4' - 6"

A611

A611

A611

Finish Floor

A

PLAN

SEE

Check-In

7.83

9.08

6.08

8.26

8.51

P L A

N

S E

E

Check-In

6.08

7.83

8.51

8.26

1/2"

1/2"

Check-In

8.26

8.51

7.83

9.34

6.08

PLAN

SEE

3' - 0"

B

A611

A611

A611

E

3/8"See Plan1/8"

A611

Open

Open

6.27

2"

8.63

8.51

9.21

PLAN

SEE

A611

2' - 0"

C

A611

A611

D

2' - 0"

A611

A611

A611

6.08

9.28

7.83

8.26

8.55 2' - 0"

P L A

N

S E

E

7.83

8.26 8.55

8.24

8.26

7.83

8.26

8.55

/2

2.04

A611

3/8"See Plan1/8"

Open

Open

F

6.27

2.092.09

2.11

2.10

8.50

A611 9.34

2.10

2.09

1/2"

9.34

2.09

8.508.50

6.08

2.04

2.03

PLAN

SEE

2.09

9.60

/4

7.89

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

SD 35% SCHEMATIC DESIGN 07.24.2020

DD 65% DESIGN DEVELOPMENT 09.02.2020

CD 95% CONSTUCTION DOCUMENTS 10.02.2020

CD 100% CONSTUCTION DOCUMENTS 10.30.2020

BID 100% CONSTUCTION DOCUMENTS 11.04.2020

/4 /2

:0

:4

P

M

Reconfigure 2nd Floor Waiting & Check-In

11/04/2020

DOOR SCHEDULE, WINDOW TYPES

& DETAILS

A611

CVKR

20003.00

539-21-210

Cincinnati VA

JOSH SCHNEIDER - COR

100% CONSTRUCTION

DOCUMENTS

DOOR SCHEDULE

WT

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET

CARD

READER REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

A201 A202 A201 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 2 Yes

A235 C*2*1 A235 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 5 Existing with New Hardware

A253 C*2*3 A253 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 3 Existing with New Hardware

A2020 C*2*15 A2020 F HM 2 4'-0" 7'-0" 1 3/4" 1 HM H1 J1 6 Existing with New Hardware

C200 C*2*1 C200 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 1 Yes

C200A C200 C200A F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 4

C200B C200 C200B F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 4

C200C C200C C200 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 3

C201 C*2*1 C201 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 1 Yes

C203 C*2*1 C203 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 4

NOTES

2.03 Existing wall to remain.

2.04 Existing concrete floor.

2.09 Existing storefront window to remain.

2.10 Existing storefront glazing to remain.

2.11 Existing storefront spandral glazing to remain.

6.08 Fire retardant treated wood blocking.

6.27 Check-In counter. See Interior Elevations & Details.

7.82 Continuous acoustic sealant @ non-rated walls.

7.83 Continuous sealant each side.

7.89 Continuous sealant along aluminum frame and solid surface window sill joint.

8.02 Hollow metal frame.

8.04 Hospital stops @ all interior hollow metal frames.

8.08 Double egress hollow metal frame.

8.24 Clear anodized aluminum frame closure end cap.

8.26 4-1/2" clear anodized aluminum window frame.

8.50 Install translucent vinyl film on inside face of glazing on the bottom portion of the storefront windows.

8.51 1/4" tempered glass.

8.55 Laminated glass with translucent frosted interlayer with 40% opacity.

8.63 90 degree glazing clamp wall mounted bracket.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.21 5/8" Type X gypsum board.

9.28 Gypsum board ceiling.

9.34 Solid surface window sill trim (SS-1).

9.60 Resilient base. See Room Finish Schedule.

9.80 Acoustic insulation

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

H.M. FRAME DETAILS

N.T.S.Scale:

H.M. FRAME TYPES

N.T.S.Scale:

DOOR TYPES

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

WINDOW TYPES

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

WINDOW HEAD

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

WINDOW JAMB

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

WINDOW SILL

Scale: 3" = 1'-0"7

BRACKET DETAIL

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

WINDOW HEAD

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

WINDOW HEAD

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

WINDOW SILL

G

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

BREAK RM SILL

C

Waiting

A202

Office

C200B Office

C200A

A/C Shaft

Waiting

A2000

Check-In

A201

Reading Rm

C201

Women's Toilet

A235 Corridor

C*2*1

Waiting

C202

Office

C203

Greeter Station

A234

Nuc. Med.

Admin.

C200

Check-In

C200C

LVT-1 LVT-1

LVT-2

LVT-1LVT-2

LVT-1 LVT-1

PT-1

LVT-1

LVT-1

LVT-2

LVT-2

Corridor

C*2*1

Corridor

C*2*1

LVT-2

LVT-2

LVT-2

Scheduling Office

A253

LVT-1

Shared Break Room

A2020

LVT-1

WALL TILE TO PAINTED GYP. WALL TILE TO FLOOR TILEWALL TILE OUTSIDE

CORNER EDGE PROFILE

9.31

9.31

9.66

9.31

9.65 9.31

9.31

9.67

WALL TILE TO

EXISTING CEILING

9.31

9.65

WALL TILE TO

RESILIENT WALL BASE

9.65

9.31

9.60

9.94

9.65

9.33

WALL TILE INSIDE CORNER

EDGE PROFILE

9.31

9.31

9.67

PORCELAIN TILE TO RESILIENT FLOOR

9.51

9.13 9.32

RESILIENT FLOOR TO RESILIENT FLOOR

9.50 9.51

9.63

J O H N

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R E D

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C H

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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…