Attachment III - Drawings updated.pdf

P A

R K

IN

G

G A

R A

G E

V

IN

E S

T

GOODMAN ST

SHIELD ST

Building Key

1 MAIN HOSPITAL

2 CLC BEDS

3 HR/ENGINEERING/LOGISTICS

8 BOILER PLANT

14 MAIN HOSPITAL - RESEARCH ADDITION

15 MAIN HOSPITAL - RESEARCH ADDITION

16 HOPTEL

V in e S t

Department of Veteran Affairs Medical Campus

Goodman St

Interstate 71

Martin Luther King Dr E

R ea di ng

R d

Je ffe rs on

A ve

E de n A ve

Albert Sabin Way

B u rn et

A ve

Shield St

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic & HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2 /2

:3

:0

P M

GI001

COVER SHEET/SHEET INDEX

11/24/2025 PQ SPS

GENERAL NOTES

SHEET

NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET/SHEET INDEX

GI002 CODE SHEET

GI003 WALL TYPES AND DETAILS

GI004 OVERALL FLOOR PLANS

GI005 ICRA PLAN

Structural

SF101 STRUCTURAL FRAMING AND DETAILS

ARCHITECTURE

AD101 DEMOLITION PLAN

AE101 FOURTH FLOOR NEW WORK PLAN

AE102 FOURTH FLOOR EQUIPMENT PLAN

AE103 FINISH PLAN

AE141 REFLECTED CEILING PLAN

AE601 ENLARGED PLANS AND ELEVATIONS

AE631 MILLWORK SECTIONS AND DETAILS

AE701 DOOR SCHEDULE AND DETAILS

FIRE PROTECTION

FX101 FIRE SUPPRESSION PLAN - FOURTH FLOOR

PLUMBING

P001 PLUMBING LEGEND SHEET

PD101 PLUMBING DEMOLITION PLAN - THIRD FLOOR

PD102 PLUMBING DEMOLITION PLAN - FOURTH FLOOR - SANITARY & VENT

PD103 PLUMBING DEMOLITION PLAN - FOURTH FLOOR - DOMESTIC WATER

PD104 PLUMBING DEMOLITION PLAN - FOURTH FLOOR - LAB GAS

PL101 PLUMBING NEW WORK PLAN - THIRD FLOOR

PL102 PLUMBING NEW WORK PLAN - FOURTH FLOOR - SANITARY & VENT

PL103 PLUMBING NEW WORK PLAN - FOURTH FLOOR - DOMESTIC WATER

PL104 PLUMBING NEW WORK PLAN - FOURTH FLOOR - MEDICAL GAS

PL501 PLUMBING SCHEDULES & DETAILS

PL901 PLUMBING ISOMETRIC DIAGRAMS

MECHANICAL

M001 INDEX, LEGEND, AND GENERAL NOTES

MD104 PARTIAL FOURTH FLOOR PLAN - REMOVALS

MD104H PARTIAL FOURTH FLOOR PLAN - DUCT REMOVALS

MD104P PARTIAL FOURTH FLOOR PLAN - PIPING REMOVALS

M104 PARTIAL FOURTH FLOOR PLAN - NEW WORK

M105 FIFTH FLOOR PENTHOUSE PLAN - REMOVALS AND NEW WORK

M501 DETAILS

M502 DETAILS

M601 SCHEDULES, CONTROLS AND AUTOMATION

ELECTRICAL

E000 ELECTRICAL GENERAL INFORMATION

ED104 ELECTRICAL DEMOLITION PLAN - FOURTH FLOOR

EL104 ELECTRICAL LIGHTING PLAN - FOURTH FLOOR

EP104 ELECTRICAL POWER PLAN - FOURTH FLOOR

EY104 TECHNOLOGY & FIRE ALARM PLAN - FOURTH FLOOR

E500 ELECTRICAL DETAILS

E600 PANEL SCHEDULES

A. THE CONTRACT DRAWINGS AND SPECIFICATIONS (INDICATED BY THE SAME PROJECT NUMBER) ARE

COMPLEMENTARY. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) OF ANY

DISCREPANCIES FOUND DURING BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DIMENSIONED DRAWINGS; DIMENSIONS SHALL GOVERN.

C. VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF

PROVIDED, EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE.

D. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING

DEMOLITION AND CONSTRUCTION.

E. CONTRACTORS WORKING AT VA FACILITIES ARE REQUIRED TO PROVIDE A DOCUMENT STATING THAT ALL WORKERS, PRIME AND SUBS, HAVE HAD THE FLU SHOT FOR THE CURRENT YEAR OF THE CONTRACT. THIS IS IN COMPLIANCE WITH VA DIRECTIVE 1013, PREVENTION AND CONTROL OF SEASONAL INFLUENZA WITH VACCINES. ACCORDINGLY, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT ALL WORKERS ON

THIS CONTRACT HAVE BEEN IMMUNIZED IN ACCORDANCE WITH THIS DIRECTIVE.

F. MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES

MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

G. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE’D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH

DAY.

H. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES

AND REGULATIONS.

I. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND

TECHNIQUES FOR CONSTRUCTION AND EXPECTED QUALITY.

J. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED. MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES. EXACT SIZE AND LOCATION OF ROOF, WALL, AND

FLOOR OPENINGS SHALL BE VERIFIED WITH CORRESPONDING CONTRACTING TRADES PRIOR TO

CONSTRUCTION.

L. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

M. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VARYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONSTRUCTION.

N. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OF NEW CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO RECEIVE THE

NEW MATERIALS FOR A LEVEL AND SMOOTH FINISH.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

P. HOST WEB-BASED CONSTRUCTION ADMINISTRATION PLATFORM FOR THE DURATION OF THE PROJECT.

OWNER'S REPRESENTATIVES AND A/E SHALL BE GIVEN ACCESS TO THIS PLATFORM AT NO ADDITIONAL

COST.

Q. CONTRACTOR PARKING LOCATION AND LIMIT TO BE DETERMINED DURING PROJECT PRE-BID MEETING.

R. IF THE CONTRACTOR SHOULD DISCOVER ANY UNFORESEEN CONDITIONS DURING CONSTRUCTION, THE VA SHOULD BE NOTIFIED IMMEDIATELY AND THAT PARTICULAR WORK SHOULD BE DISCONTINUED UNTIL

NECESSARY REVISIONS CAN BE DECIDED UPON.

S. VERIFY CONTRACTOR STAGING AREA WITH COR PRIOR TO CONSTRUCTION.

CINCINNATI VAMC

RELOCATE INFUSION CLINIC

PROJECT NUMBER: 539-21-207

VA CINCINNATI MEDICAL CENTER

DEPARTMENT OF VETERANS AFFAIRS

3200 VINE ST,

CINCINNATI, OH 45220

CAMPUS MAP VICINITY MAP

TRUE

NORTH

TRUE

NORTH

Revisions: Date:

BID DOCUMENTS 11/24/2025

DN

REGULAR E.E.G.

B403B

E.E.G. CONTROL AND

OBSERVATION

B403

WORK STATION

AREA

B414

NON-HAZARDOUS

COMPOUNDING

B414D

ANTE ROOM

B414C

HAZARDOUS

COMPOUNDING

B414B

HAZARDOUS

STORAGE

B414A

WOMEN'S RESTROOM

B406

MEN'S RESTROOM

B407

OFFICE

B413B

EXAM

B413A

C O

M M

O N

P A

T H

O F

E G

R E

S S

TRAVEL DISTANCE - 95' < 200'

OFFICE

B412C

ELEC

B410

SIG CLOSET

B416

ELEC

B417

STAIR 3

S*4*3

STAIR 4

S*4*4

INFUSION ROOM

B412

HAC

B412A

RESTROOM

B412B

ELEC

B431

REFRIG

B430

RESEARCH

COMPLIANCE OFFICE

B429A

RESEARCH

COMPLIANCE OFFICE

B429B

HAC

B429

OFFICE

B428

OPEN OFFICE

B433

INFORMATION

SECURITY

B438

COPIER ROOM

B437A

CHIEF IRM

B439

OFFICE

B437

RESEARCH ADMIN

OFFICE

B420

STAFF PHYSICIAN

B403A

CORRIDOR

C*4*6

CORRIDOR

C*4*1

CORRIDOR

C*4*1

INFUSION BAY 10

B412L

INFUSION BAY 9

B412K

INFUSION BAY 8

B412J

INFUSION BAY 7

B412I

INFUSION BAY 6

B412H

INFUSION BAY 5

B412G

INFUSION BAY 4

B412F

INFUSION BAY 3

B412E

INFUSION BAY 2

B412D

INFUSION BAY 1

B412C

FE

FE

185 OCCUPANTS

(CAPACITY)

TRAVEL DISTANCE -

95' < 200'

TISSUE CULTURE

B412B

HALLWAY

B412AA

LAB PROCEDURE

ROOM

B411

AUTO-CLAVE /

DISHWASHER

B408

COMMON PATH OF

EGRESS - 87'-0"

EXISTING 30 MINUTE SMOKE PARTITION

EXISTING 1 HOUR FIRE WALL

NEW WALL

EXISTING WALL TO REMAIN

EXISTING 2 HOUR FIRE WALL

NEW FIRE EXTINGUISHER CABINETFE

EXIT SIGN

TRAVEL DISTANCE / COMMON PATH

KEY PLAN - 4TH FLOOR

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic & HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:1

:1

GI002

CODE SHEET

11/24/2025 PQ SPS

CODE NOTES

1/8" = 1'-0"

FOURTH FLOOR - CODE PLAN

CODE PLAN LEGEND

PROJECT DESCRIPTION

PATIENT CARE NON-SLEEPING SUITE (HEALTH CARE OCCUPANCIES). EXISTING LAB SUITE ENVELOPE TO REMAIN REORGANIZED AS

INFUSION SUITE WITH INFUSION, PHARMACY, TREATMENT AREA, AND SUPPORTING OFFICES.

AUTHORITY HAVING JURISDICTION:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA CODES, STANDARDS AND EXECUTIVE ORDERS

NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION.

THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE.

FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

APPLICABLE CODES & STANDARDS

• NFPA 101 LIFE SAFETY CODE 2021

• NFPA 220 LIFE SAFETY CODE 2024

• NFPA 13; 2025

• INTERNATIONAL BUILDING CODE (IBC) 2024

• OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• NFPA 70, NATIONAL ELECTRIC CODE; 2020

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE; 2019

• INTERNATIONAL PLUMBING CODE; 2021

• ASHRAE 90.1, ENERGY STANDARD; 2013 AND 2016

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

GUIDE (PG-18-13), AMERICAN DISABILITY ACT 2010

• VA SUSTAINABLE DESIGN MANUAL

• PHYSICAL SECURITY RESILIENCY DESIGN MANUAL 2020 (REVISED 2023)

• VA SEISMIC DESIGN REQUIREMENT

• VA HVAC DESIGN MANUAL (REVISED 2022)

BUILDING GROSS SQUARE FEET

PROPOSED INTERIOR REMODEL

FOURTH FLOOR (AREA OF WORK) 2,056 GSF

USE GROUP CLASSIFICATIONS (NFPA 101, SECTION 38.1.2)

PROPOSED BUILDING BUSINESS, AMBULATORY CARE

TYPE OF CONSTRUCTION (NFPA 220, TABLE 4.1.1)

PROPOSED BUILDING TYPE II (000)

BUILDING HEIGHT & AREA LIMITATIONS - FULLY SPRINKLED (IBC, TABLE 504.4 & 506.2)

PROPOSED AREA FOURTH FLOOR (AREA OF WORK) 2,056 GSF

OCCUPANCY LOAD (NFPA 101, SECTION 7.3.1.2)

PROPOSED BUILDING 150 GSF

FOURTH FLOOR (AREA OF WORK): 2,056 / 150 = 13.70

TOTAL OCCUPANTS 14

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (NFPA 220 TABLE 4.1.1)

PROPOSED BUILDING

EXTERIOR BEARING WALLS 0-HOUR RATING

INTERIOR BEARING WALLS 0-HOUR RATING

COLUMNS 0-HOUR RATING

BEAMS, GIRDERS, TRUSSES, AND ARCHES 0 HOUR RATING

FLOOR-CEILING CONSTRUCTION 0-HOUR RATING

ROOF-CEILING CONSTRUCTION 0-HOUR RATING

INTERIOR BEARING WALLS 0-HOUR RATING

EXTERIOR NONBEARING WALLS 0-HOUR RATING

MEANS OF EGRESS (NFPA 101, SECTION 7.1)

PROPOSED BUILDING

MINIMUM NUMBER OF EXITS

2 REQUIRED

2 PROVIDED

MINIMUM WIDTH OF DOOR CLEARANCE

REQUIRED = 32” MIN.

PROVIDED = 34" MIN. (FOR ALL SINGLE DOORS)

COMMON PATH OF EGRESS TRAVEL DISTANCE (NFPA 101, TABLE 38.2.5.2.1)

REQUIRED = 100' MAX

PROVIDED = 35’-0”

EXIT ACCESS TRAVEL DISTANCE (NFPA 101, TABLE 38.2.6.3)

REQUIRED = 300' MAX

PROVIDED FIRST FLOOR = 133’-0”

DEAD END CORRIDORS (NFPA 101, TABLE 38.2.5.3.1)

REQUIRED = 50' MAX

PROJECT HAS NO DEAD-END CORRIDORS

MINIMUM CORRIDOR WIDTH

REQUIRED = 44" REQUIRED

PROVIDED = 60" MINIMUM.

FIRE PROTECTION SYSTEMS

PROPOSED BUILDING

FULLY SPRINKLED IN ACCORDANCE WITH NFPA 13

FIRE ALARM SYSTEM WITH VOICE EVACUATION THROUGHOUT IN ACCORDANCE WITH NFPA 72.

PORTABLE FIRE EXTINGUISHERS IN COMPLIANCE WITH NFPA 10 FOR CLASS A

PROVIDED = TWO EXTINGUISHER INSTALLED, ONE PER FLOOR WITHIN 75’ OF TRAVEL.

ENERGY CODE COMPLIANCE

ENERGY CODE COMPLIANCE IS IN ACCORDANCE WITH ASHRAE 90.1, PER THE 2018

INTERNATIONAL ENERGY CONSERVATION CODE THE COMPLIANCE PATH IS ENVELOPE TRADE OFF (USING ENERGY

MODELING)

THE CONTRACTOR IS REQUIRED TO PROVIDE CONTINUOUS INSULATION AT ENTIRE BUILDING ENCLOSURE IN COMPLIANCE

WITH ENERGY CODE.

5/8" GYPSUM WALLBOARD

3" SOUND ATTENUATION BATTS

3-5/8" METAL STUDS

TYPE 1 (U.N.O.)

ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH

SIDE OF 3-5/8" (UNLESS OTHERWISE NOTED) METAL

STUDS AT 16" O.C. WITH 3" SOUND ATTENUATION

BATTS IN STUD SPACE. EXTEND STUDS, BOARD,

AND BLANKETS FULL HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE ABOVE WITH VERTICAL

SLIP CONNECTIONS. NOT RATED

TYPE 1A

SIMILAR TO ABOVE UL DESIGN U419 - 1 HR RATED

SLIP TRACK AT DECKING

TYPE 4

ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH

SIDE OF 3-5/8" METAL STUDS AT 16" O.C. WITH 3"

SOUND ATTENUATION BATTS IN STUD SPACE.

EXTEND STUDS, BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE. ATTACH TO STRUCTURE

ABOVE WITH VERTICAL SLIP CONNECTIONS. NOT

RATED

NOT RATED SMOKE TIGHT

NOTE:

SEAL ALL PENETRATIONS WITH

NON-RATED SEALANT

TYPE 2

ONE LAYER OF 5/8" GYPSUM WALLBOARD ON

ROOM SIDE OF 3-5/8" METAL STUDS AT 16" O.C.

WITH 3" THERMAL INSULATION IN STUD SPACE.

EXTEND STUDS, BOARD AND INSULATION FULL

HEIGHT TO DECK ABOVE. ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP CONNECTIONS.

3" CLOSED CELL R-7 PER INCH

POLYUERTHANE INSULATION

TYPE 3

SAME AS TYPE 2 EXCEPT 3" BATT

STRUCTURAL DECKING

CEILING - SEE FINISH SCHEDULE

WALL BASE - SEE FINISH

SCHEDULE

STRUCTURAL DECKING

5/8" GYPSUM WALLBOARD

3-5/8" METAL STUDS

SLIP TRACK AT DECKING

CEILING - SEE FINISH SCHEDULE

WALL BASE - SEE FINISH

SCHEDULE

5/8" GYPSUM WALLBOARD

3" SOUND ATTENUATION BATTS

3-5/8" METAL STUDS

SLIP TRACK AT DECKING

STRUCTURAL DECKING

CEILING - SEE FINISH SCHEDULE

WALL BASE - SEE FINISH

SCHEDULE

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

POSTURE MIRRORPAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

T O

C O

IN

S

L O

T

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

D

IS

P E

N S

E R

S L

O T

TOILET SEAT

COVER DISPENSER

T O

B O

T T

O M

M

A X

SOAP DISH

M

A X

M

IN

HAND DRYER

U F

C G

U

ID

E L

IN

E

M

A X

M

IN

M

A X

M

IN

M A

X A

F F

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

INVARIES FROM 3'-4" HEIGHT

FOR MAX 6" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

1' - 3"

MAX

1'-0" 3'-6" MIN

1' -7

M

A X

T O

S E

A T

1' -5

M

IN

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN DISPOSAL AT

WOMEN OR UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN

6" MAX

2'-0" MIN 1'-0" MIN.

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN

VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

MIN

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

MIRROR - VERIFY SIZE WITH

PLANS AND ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2'

-5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

LINES OF REQUIRED

CLEARANCE

5"

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

2'-6" MIN

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET

CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK

5'-6" TURNING RADIUS

A101

SIM

A101

SIM

A101

SIM

A101

SIM

ABBRIVATIONS

LEVEL NAME W/ ELEVATION

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA & OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET NUMBER

WALL SECTION NUMBER W/ SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

CEILING TAG WITH HEIGHT

DETAIL SECTION NUMBER W/ SHEET NUMBER

NORTH ARROW

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

CONTRACTOR FURNISH/

OWNER INSTALL

C.F.O.I.

C.F.C.I. CONTRACTOR FURNISH/

CONTRACTOR INSTALL

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS

CW. CURTAINWALL

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

Name

Elevation

Room name

150 SF

X' - X"

SYMBOLS

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic & HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:1

:1

GI003

WALL TYPES AND DETAILS

11/24/2025 PQ SPS

1. TYPICAL PARTITION TYPE IS WALL TYPE "1" UNLESS NOTED OTHERWISE ON PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY

(UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD SHALL BE TYPE "X" UNLESS NOTED OTHERWISE.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESSES MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE

FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND SHALL BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A

PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATTS (SAB) SHALL BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED

OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING SHALL BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, SHALL BE

FINISHED WITH METAL "L" BEAD TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

9. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD

CENTERED ON FIXTURE.

10. ALL FIRE RATED WALL AND FLOOR PENETRATION SHALL COMPLY WITH ASTM-E814

11. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR

DETAILED OTHERWISE.

12. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS. TO EXTEND FROM TOP OF FLOOR SLAB TO

UNDERSIDE OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR SHALL CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN

WITH SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE WITH NFPA CODE.

14. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.

15. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P.

INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH

IN WITH EXISTING ADJ. CONSTRUCTION.

17. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR

ANY REASON.

18. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC

TILE IS SCHEDULED; CEMENTITIOUS BOARD SHALL BE USED FOR THE WALL CONSTRUCTION.

19. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE SHALL ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION SHALL BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF

THE STUDS.

20. ALL INTERIOR PARTITIONS ARE SHALL CONSTRUCTED FROM FLOOR TO DECK, AND ALL PENETRATIONS SEALED. THIS INCLUDES SEALING ABOUT PIPE/DUCT/CONDUIT PENETRATIONS. THE METHOD OF SEALING THE PENETRATIONS SHALL BE

CONSISTENT WITH THE RATING OF THE WALL.

21. LABEL ALL RATED PARTITIONS (FIRE & SMOKE) ABOVE THE CEILING, ON BOTH SIDES OF THE WALL.

1. PROVIDE MINIMUM 0.0312" STUDS AT WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC.)

2. PROVIDE DOUBLE STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE WALL MOUNTED SHELVES, CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FIRE RETARDANT GYPSUM WALL BOARD AT ALL FIRE-RATED PARTITIONS, ANCHOR WITH SCREWS AT 8" OC ON

EDGES AT 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS, SEE LIFE SAFETY PLANS.

6. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

7. REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION PROPERTIES AND DESIGN OF STUD SIZE

LISTED HERE

GENERAL PARTITION NOTES

WALL TYPES

1/2" = 1'-0"

TYP. RESTROOM FIXTURES AND ACCESSORIES

1/2" = 1'-0"

TYP. ACCESSIBLE TOILET CLEARANCES

1/2" = 1'-0"

TYP. ACCESSIBLE LAVATORY CLEARANCES

1/4" = 1'-0"

TYP. RESTROOM FLOOR CLEARANCES

STUD GUAGE NOTES

UP DNUP

DN

UP

DN

UP

UP

DN

DN

UP

UP

UP

UP

UP

UP

UP

UP

UP

DN

DN

DN

DNUP

DNUP

DN

UP

UPDN

DN

A/C ShaftA/C Shaft

A/C Shaft

A400 A401

A401A A401B

A402A

A403 A404

A405

A406

A407

A408

A409

A410

A411A412

A413

A414

A415

A416

A417

A418

A418A

A420A421

A422A423 A424

A425

A425A

A427

S*4*2

A424A

A430 A431 A436

A437 A439

A440

A441

A442

S*4*1

A444

A445 A446A446A

A445A A449

A449A

S*4*5

A453 A454

A455

A456 A457A

A457B A457C A457D

A457E A457F

A457G

A458A458AA458BA458C

A459A460

A461

A462

A463

A464

A465

A466

A467

A468A469

A470

A471

A472

A473

A474

A475

A476 A477

A478

A457

A457H

A474A

A402B

A435

A436A

A436B

A437C

A444A

A464A A473A

A465A A471A

A467A A470A

C*4*2

A424EA424D

A424C

A424B A423A A422A

A406A

A424F A424G

A442A

B411B

A424H

A416A

A414A

A413A A410A

A408A

A407A

A463A

A439A

B403A

B439

B420

B420B

B421 B425

B425A

B426A

B426

B427

B428

B429

B430

B431

B433

B433A

B435 B436B437B438 B437A

B429A

B429B

S*4*4

B414C

S*4*3

B416

B417

B403B

B403

B406B407

EXISTING INFUSION LOCATION

NEW INFUSION AND OFFICES LOCATION

SEE SHEET AE101 FOR NEW WORK PLAN

A424

B414DB414B

B414A B414

B

A

B

B

B412A

B412

B411

B415 B415A

B412B

B412C

B408

B412AA

ARCHITECTURAL SCOPE IN DIAGONAL HATCHED

AREA IS IN FACILITATION OF HVAC AND PLUMBING

WORK. REFER TO MECH DRAWINGS FOR FULL

EXTENT OF SCOPE.

A/C Shaft A/C Shaft

A/C Shaft

B411B

B311A B311B B311C B311D B311E B311F B311G B311H

B311

S*3*4 C*3*5

B309 B308 B308A B307

B306

B305A

B305B B305C

B305D

B311I B312A

B312

S*3*3

B311M

B310

B312B

PLUMBING DEMOLITION AND

NEW WORK ABOVE CEILING. SEE

PLUMBING DRAWINGS.

STRUCTURAL SLAB INFILL IN

MECHANICAL ROOM FLOOR.

SEE STRUCTURAL DRAWINGS

ACCESS FROM STAIRS OR

ACROSS ROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic &

HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:1

:2

GI004

OVERALL FLOOR PLANS

11/24/2025 PQ SPS

1/32" = 1'-0"

OVERALL FOURTH FLOOR PLAN

Revisions: Date:

BID DOCUMENTS 11/24/2025

1/32" = 1'-0"

THIRD FLOOR PLAN

1/32" = 1'-0"

OVERALL FIFTH FLOOR PLAN

L

5 5

6 6

7 7

8a 8a

11 11

12 12

13 13

16a

17a

19a

K J

Lb.2 Kb Jb

Jb

NbPbQbRbSb

Mb Lb

10a 10a

2 22

RESTROOM

B412B

EXAM

B413A

OFFICE

B413B

HAZARDOUS

COMPOUNDING

B414B

ANTE ROOM

B414C

NON-HAZARDOUS

COMPOUNDING

B414D

HAZARDOUS

STORAGE

B414A

WORK STATION

AREA

B414

LAB PROCEDURE

ROOM

B411

TISSUE CULTURE

B412B

OFFICE

B412C

HALLWAY

B412AA

AUTO-CLAVE /

DISHWASHER

B408

MEN'S RESTROOM

B407

WOMEN'S RESTROOM

B406

REGULAR E.E.G.

B403B

E.E.G. CONTROL AND

OBSERVATION

B403

COLD ROOM

B415A

OFFICE

B415

STAIR 3

S*4*3

INFUSION ROOM

B412

STAFF PHYSICIAN

B403A

IRM Network

Operation Center

A437

Comp. Programmer

Off.

A439

CHIEF IRM

B439

INFORMATION

SECURITY

B438

Computer Off.

A440

Chief Rm.

A441

Res. Off.

A442

Neuro. Res.

A442A

CORRIDOR

C*4*1

CORRIDOR

C*4*2

Reception

A400

KEY PLAN - 4TH FLOOR

N

1. Perform work activity in a manner that does not create dust.

2. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

Any materials and equipment being brought into the facility must be free of contaminants and loose material.

All control measures in Level I and the following:

1. Provide active means to control airborne dust from dispersing into occupied areas and/or water mist surface to control dust (e.g., Mobile Dust

Containment Cart or some other system).

2. Ensure worker clothing is clean and free of visible dust before leaving the work area.

3. Remove or isolate air diffusers (supply and return) to protect the HVAC system from dust and reduce air turbulence. Rebalance system to address diffuser isolation.

4. When the work involves or impacts potable water systems including stagnation due to reduced usage, the piping shall be flushed twice a week or isolated from the main system.

5. Seal doors to prevent dust migration.

6. Contain all trash and debris in the work area. Perform daily cleaning and disposal of trash (covered) from work area using an identified exit route.

7. Any equipment, tools, or materials removed from the work area must be in sealed containers and/or cleaned of dust and debris prior to removal from the area.

8. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

9. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

Maintain clean surroundings when area is not contained by damp mopping or HEPA vacuuming surfaces at least daily.

All control measures in Levels I and II and the following:

1. Ensure availability of equipment for cleaning hands.

2. Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or if ceiling tile is removed, to the deck above.

3. All (plastic or hard) barrier construction activities must be completed in a manner that prevents dust release. Plastic barriers must be effectively affixed to floor and ceiling (or floor/roof deck above) and secure from movement or damage.

4. Seal all penetrations in containment barriers, including floors and ceiling, using approved materials (UL schedule firestop if applicable for barrier type).

5. Maintain .01 inches /water gauge negative pressurization of the entire workspace by use of HEPA exhaust air systems directed outdoors, or comply with the alternative method outlined in Appendix A of this document. These control measures must be maintained continuously 24/7 for the duration of the project. HEPA filtered exhaust if discharged directly to the outdoors must be at a distance of 25 feet or greater from entrances, air intakes and operable windows. Exhausting discharged air into shared or recirculating HVAC systems, or other shared exhaust systems (e.g., bathroom exhaust) is prohibited.

Install a differential pressure sensing device (e.g., magnehelic, manometer, or digital monitoring) on exterior of work containment to continually monitor and document negative pressurization. The “ball in the wall” or similar apparatus are not acceptable.

All control measures in Levels I, II and III and the following:

1. Barriers must be hard barriers unless temporary to install final barrier.

2. Containment must include an anteroom to ensure pressure control. Anteroom must be large enough for equipment staging, cart cleaning, workers’

PPE and cleaning.

3. Worker clothing and/or PPE must be removed or clean and free of visible dust before leaving the work area anteroom. HEPA vacuuming of clothing or use of cover suits is acceptable.

Workers must wear shoe covers or have a method to clean shoes in anteroom. Shoe covers must be removed prior to exiting the anteroom to the occupied space (non-work area). Damaged shoe covers must be changed immediately.

DURING CONSTRUCTION AFTER CONSTRUCTION

Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

HVAC Systems:

1. Remove isolation of HVAC system in areas where work is being performed. Verify that HVAC systems are clean and operational.

2. Verify the HVAC systems meet original airflow and air exchange design specifications.

Water systems:

Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA Directive 1061.

Construction areas must be inspected by an infection preventionist and engineering representative (and others as determined by the facility) for final activity/project close out and removal of infection prevention and control measures.

Work Area Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

1. Critical barriers must remain in place during all work involving drywall removal, creation of dust and activities beyond simple touch-up work. The barrier may NOT be removed until a work area cleaning has been performed. Additional cleaning may be needed after removal of barrier.

2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

1. Carefully remove screws and painter tape.

2. If dust will be generated during screw removal, use hand-held HEPA vacuum.

3. Drywall cutting is prohibited during removal process.

4. Clean all stud tracks with HEPA vacuum before removing outer hard barrier.

5. Use a plastic barrier to enclose area if dust could be generated.

Negative Air Requirements:

1. The use of negative air must be designed to remove contaminants from the work area.

2. Negative air devices (fans, filters, monitoring and documentation equipment) must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.

HVAC systems:

1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

2. Verify that HVAC systems are clean and operational.

3. Verify and document through a TAB the HVAC systems meets original airflow and air exchange design specifications.

Water systems:

Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA Directive 1061.

L E

V E

L I

L E

V E

L I

I L

E V

E L

I

II

L E

V E

L I

V

ICRA REQUIREMENTS

OFFICE

B311A

OFFICE

B311B

OFFICE

B311C

ASST CH

B311D

ASST CH

B311E

ADMIN OFFICE

B311F

WORD PROC

B311G

OFFICE

B311H

ADMIN OFFICE

B311

STORAGE

B310B

STORAGE

B310A

STAIR 4

S*3*4

CORRIDOR

C*3*5

N U

R S

E E

D U

C A

T O

R

B

CLASSROOM

B308

STORAGE

B308A

ANTE ROOM/CLEAN

EXIT

B307

STOR.

B311M

15 15

16a 16a

16.5 16.5

17a 17a

18 18

19a 19a

Pb

Pb

Qb

Qb

Rb

Rb

Sb

Sb

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic & HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:0

:4

GI005

ICRA PLAN

11/24/2025 PQ SPS

ICRA CLASSIFICATION

A. THIRD FLOOR - ICRA LEVEL III

B. FOURTH FLOOR - ICRA LEVEL IV

C. FIFTH FLOOR - ICRA LEVEL III

3/32" = 1'-0"

FOURTH FLOOR - ICRA PLAN

DRAWING NOTES:

1 SEAL DOOR ACCORDING TO FACILITY ICRA REQUIREMENTS IF NECESSARY FOR

CONSTRUCTION SCOPE IN ROOM. COORDINATE ROOM OCCUPATION WITH VA COR.

2 AVOID ANY WORK IN IMPACTING THESE SPACES - COORDINATE WITH VA WORK

SHOWN ADJACENT WITH VA TO MINIMIZE IMPACT AND ADJUST SCOPE AS

REQUIRED.

3 ICRA CONSTRUCTION BARRIER. SEE REQUIREMENTS ACCORDING TO ICRA CLASS.

SHOWN AS SUGGESTED LOCATION. LINE OF CONSTRUCTION BOUNDARY WILL

FLUCTUATE DUE TO ACCESS CONSTRAINTS AND SCOPE OF FLOORING AND CEILING

TIE IN TO EXISTING. TEMPORARILY MODIFY CORRIDOR HANDRAILS IN

COORDINATION WITH ICRA VESTIBUILE.

4 COORDINATE, REMOVE, ALTER WALL MOUNTED HANDRAILS AS NECESSARY FOR

CONSTRUCTION, ICRA BARRIER, AND RE-INSTALLATION IN CORRIDOR AT

COMPLETION OF PROJECT IN AREAS WHERE IT IS FEASIBLE.

5 MED-GAS WORK IN CEILING. ICRA LEVEL III. WORK PERFORMED OUTSIDE OF

BUSINESS HOURS.

6 PLUMBING WORK IN CEILING. ICRA LEVEL III. WORK PERFORMED OUTSIDE OF

BUSINESS HOURS.

7 DURING VA BUSINESS HOURS, STAIR IS PRIMARY MEANS OF ACCESSING PROJECT

LOCATION. COORDINATE OTHER MEANS IF NECESSARY WITH VA COR.

8 STRUCTURAL FRAMING AND CONCRETE OVER FOURTH FLOOR PROJECT AREA.

COORDINATE ACCESS WITH VA COR.

9 STRUCTURAL FRAMING AND CONCRETE OVER TISSUE CULTURE B412B.

COORDINATE ACCESS AND INFECTION CONTROL MEASURES WITH VA COR.

Revisions: Date:

BID DOCUMENTS 11/24/2025

3/32" = 1'-0"

THIRD FLOOR ICRA PLAN

3/32" = 1'-0"

FIFTH FLOOR ICRA PLAN

SITE ACCESS NOTES

A. WORK OUTSIDE OF THE FOURTH AND FIFTH FLOOR DESIGNATED PROJECT AREA SHOULD BE

COMPLETED OUTSIDE OF VA BUISINESS HOURS.

B. ACCESS TO FOURTH AND FIFTH FLOOR PROJECT AREAS IS LIMITED TO THE ADJACENT NORTH STAIR

DURING VA BUSINESS HOURS. COORDINATE OTHER ACCESS NEEDS WITH VA COR.

C. MAINTAIN ACCESS TO MENS AND WOMENS BATHROOM DURING ALL PHASES OF CONSTRUCTION .

D. CONTRACTOR SHALL MAINTAIN A CONSTRUCTION BARRIER ACCORDING TO ICRA REQUIREMENTS.

E. ACCESS TO PHARMACY SHALL BE UNOBSTRUCTED AT ALL TIMES - NO WORK IN PHARMACY. DURING NEW WORK IN THE CORRIDOR THAT CONNECTS TO THE PHARMACY - CONTRACTOR TO COORDINATE WITH VA

ON TEMPORARY SHUTDOWN AND HOURS OF SHUTDOWN.

16a

17a

19a

PbQb

19' - 6"

SF101

EXISTING DUCT, PIPE

AND CONDUIT TO

REMAIN

SF101

6X6-W1.4XW1.4 WWF

W/ 4" CONCRETE

.6C, CSV CONFORM

NON-COMPOSITE DECK

(ASTM A653)

/2

EXISTING SLAB

1/2" EPOXY ANCHOR

W/ 2-3/4" EMBED. @ 12" O.C.

(MIN. 2 ANCHORS EACH SIDE)

SEE PLAN

L4X3 (LLV)

/2

EXISTING CURB

17a

CONNECT TO SLAB W/ 1/2" EPOXY

ANCHORS W/ 2-3/4" EMBED. @ 12" O.C.

(TYP. @ PERIMETER)

OPENING TO REMAIN

2' - 0"

/2

/2

CURB TO REMAIN

L4X3X1/4 (LLV)

(TYP.)

OPENING TO REMAIN

3/16

TYP. @ OPEN

ENDS

SF101

TYP.

METAL DECK

CONNECT TO SLAB W/ 1/2" EPOXY

ANCHORS W/ 2-3/4" EMBED. @ 12" O.C.

(TYP. @ PERIMETER)

L4X3X1/2 LLV (TYP)

INFILL OPENING - REFER TO DETAIL 2

(TYP. 3 PLACES)

16a

Pb

(E) 4-1/2" CONCRETE.

L4X3X1/4 LLV - 4 PER OPENING

(TYP. EACH OPENING)

INFILL OPENING

REFER TO DETAIL 23

1' - 5"

EXISTING CONCRETE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic & HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:4

:5

SF101

STRUCTURAL FRAMING AND DETAILS

11/24/2025 KS CL

1/4" = 1'-0"

STRUCTURAL FRAMING PLAN - FIFTH FLOOR

A. ALL STEEL TO BE ASTM A36 UNLESS NOTED OTHERWISE.

B. STEEL DECKING TO BE ASTM A653.

C. CONCRETE STRENGTH = 4000 PSI

D. VERIFY ALL DIMENSIONS IN THE FIELD.

E. COORDINATE OPENING SIZES WITH MECHANICAL.

G E N E R A L N O T E S

3/4" = 1'-0"

SLAB INFILL DETAIL

1/2" = 1'-0"

ENLARGED PLAN

1/2" = 1'-0"

ENLARGED PLAN

16a

17a

19a

Lb.2 KbNbPbQbRbSb

Mb Lb

EXISTING

ELECTROPHORESIS CORE

B413A

EXISTING

RAM LAB

B412A

EXISTING RAM LAB

B414B

EXISTING W. LAB

B412

EXISTING

OFFICE

B412C

EXISTING TISSUE

CULTURE

B412B

EXISTING INFECTIOUS

DISEASE LAB

B414

EXISTING ANTE

ROOM

B414C

EXISTING LAB

PROCEDURE ROOM

B411

EXISTING

ELEC

B410 EXISTING HAC

B409

EXISTING AUTO-

CLAVE /

DISHWASHER

B408

EXISTING

MEN'S RR

B407

EXISTING

WOMEN'S RR

B406

EXISTING

OFFICE

B415

EXISTING

COLD ROOM

B415A

STAIR 3

S*4*3

EXISITING

REGULAR E.E.G.

B403B

EXISITING E.E.G.

CONTROL AND

OBSERVATION

B403

EXISTING SIG.

CLOSET

B416

EXISTING ELEC

B417

CORRIDOR

C*4*1

165 SF

STAIR 4

S*4*4

6 6

1 1

10 10

EXISTING FIRE

EXTINGUISHER CLOSET

EXISTING HAZARDOUS

COMPOUNDING

B414B

EXISTING HAZARDOUS

STORAGE

B414A

EXISTING WORK

STATION AREA

B414

EXISTING NON-HAZARDOUS

COMPOUNDING

B414D

14 14 14

6' - 2"

KEY PLAN - 4TH FLOOR

N

GENERAL DEMOLITION NOTES

A. REFER TO SHEET GI000 FOR GENERAL NOTES.

B. UNLESS NOTED OTHERWISE, DRAWINGS AND NOTES REFER TO ARCHITECTURAL DEMOLITION.

DEMOLITION CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION INFRASTRUCTURE TO BE REMOVED/ MODIFIED. SEE MEP DRAWINGS

FOR REMOVAL WORK ASSOCIATED WITH THOSE TRADES.

C. ALL EXISTING STRUCTURAL ELEMENTS AND WALLS ARE TO REMAIN.

D. FOR ALL REMOVALS, THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES.

E. ALL ITEMS INDICATED AS DASHED SHALL BE REMOVED. THIS INCLUDES ALL FINISHES, MATERIALS, AND

ASSOCIATED FIXTURES NOT SPECIFICALLY CALLED OUT.

F. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION AND SHALL BE PROTECTED & REMAIN.

G. SHADED AREAS IN GREY ARE OUT OF SCOPE.

H. PREPARE WALLS AND FLOOR SLAB AS REQUIRED TO RECEIVE NEW FINISH MATERIALS WHERE

EXISTING FINISH IS INDICATED TO BE REMOVED.

I. OWNER TO REMOVE EQUIPMENT PRIOR TO START OF CONSTRUCTION IN EACH PHASE.

SEE KEYNOTE FOR SCOPE CLARIFICATION

LEGEND

EXISTING 2 HOUR FIRE BARRIER

EXISTING 2 HOUR FIRE WALL

EXISTING WALL TO REMAIN

EXISTING 30 MINUTE SMOKE PARTITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic &

HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:0

:2

AD101

DEMOLITION PLAN

11/24/2025 PQ SPS

1/4" = 1'-0"

FOURTH FLOOR - DEMOLITION

DRAWING NOTES:

1 REMOVE EXISTING LAB CASEWORK AND ALL PLUMBING AND ELECTRICAL APPURTENANCES - SEE PLUMBING AND

ELECTRICAL DRAWINGS.

2 REMOVE EXISTING PLUMBING FIXTURE - SEE PLUMBING DRAWINGS.

3 REMOVE EXISTING FUME HOOD - SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

4 REMOVE EXISTING PAPER TOWEL DISPENSER.

5 REMOVE EXISTING BLACKBOARD.

6 REMOVE EXISTING ELECTRICAL PLUG MOULDING - SEE ELECTRICAL DRAWINGS.

7 REMOVE EXISTING SHELVES, STANDARDS, AND BRACKETS.

8 REMOVE EXISTING REFRIGERATOR.

9 REMOVE EXISTING VARIABLE SPEED LABORATORY MOTOR.

10 ARCHITECTURAL SCOPE IN THIS ROOM IS IN COORDINATION WITH MECHANICAL, ELECTRICAL, AND PLUMBING SCOPE.

THIS INCLUDES BUT IS NOT LIMITED TO REMOVAL OF DUCT, PIPE, AND CONDUIT. EXISTING CEILING TO REMAIN.

COORDINATE WORK HOURS WITH VA COR.

11 REMOVE EXISTING TACK BOARD.

12 REMOVE EXISTING METAL RACK SHELVING.

13 REMOVE EXISTING WALL MOUNTED CHEMICAL SPILL KIT, AND TURN OVER TO VA.

DRAWING NOTES:

14 AVOID ANY WORK IN IMPACTING THESE SPACES - COORDINATE WITH VA WORK SHOWN ADJACENT WITH VA TO MINIMIZE

IMPACT AND ADJUST SCOPE AS REQUIRED.

15 NO WORK IN THIS AREA.

16 REMOVE EXISTING MASONRY WALL.

17 REMOVE EXISTING FRAME

18 REMOVE EXISTING DOOR AND FRAME.

19 REMOVE EXISTING VCT FLOORING, RUBBER BASE AND ACOUSTICAL TILE CEILING IN THIS ROOM.

20 COORDINATE ABATEMENT OF AREA WITHIN WALL CAVITY PRIOR TO ENCLOSE OF NEW WALL

21 REMOVE EXISTING VCT FLOORING, RUBBER BASE AND ACOUSTICAL TILE CEILING IN THIS AREA IN COORDINATION WITH

LINE OF NEW SUITE DOOR.

22 ICRA CONSTRUCTION BARRIER. SEE REQUIREMENTS ACCORDING TO ICRA CLASS. SHOWN AS SUGGESTED LOCATION.

LINE OF CONSTRUCTION BOUNDARY WILL FLUCTUATE DUE TO ACCESS CONSTRAINTS AND SCOPE OF FLOORING AND

CEILING TIE IN TO EXISTING. TEMPORARILY MODIFY CORRIDOR HANDRAILS IN COORDINATION WITH ICRA VESTIBUILE.

23 COORDINATE, REMOVE, ALTER WALL MOUNTED HANDRAILS AS NECESSARY FOR CONSTRUCTION, ICRA BARRIER, AND

RE-INSTALLATION IN CORRIDOR AT COMPLETION OF PROJECT IN AREAS WHERE IT IS FEASIBLE.

24 EXISTING FLOOR IN THIS AREA TO REMAIN. PROTECT DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING

BASE AT MATERIAL END LOCATIONS WITH NEW WORK CORRIDOR BASE INSTALLATION.

25 REMOVE GYPSUM BOARD SHEATHING FROM INTERIOR OF STUD PARTITION AND PREPARE FRAMING AND CAVITY FOR

NEW INSULATION AND SHEATHING IN NEW WORK.

16a

17a

19a

Lb.2 KbNbPbQbRbSb

Mb Lb

72 SF

ANTE ROOM

B414C

118 SF

WOMEN'S

RESTROOM

B406

125 SF

MEN'S RESTROOM

B407

22 SF

ELEC

B410

165 SF

STAIR 4

S*4*4

171 SF

STAIR 3

S*4*3

33 SF

SIG CLOSET

B416

10 SF

ELEC

B417

2,082 SF

CORRIDOR

C*4*1

133 SF

REGULAR E.E.G.

B403B

204 SF

E.E.G. CONTROL

AND OBSERVATION

B403

OFFICE

B413B

37' - 5 1/2" +/-

EXAM

B413A

121 SF

HAZARDOUS

COMPOUNDING

B414B

70 SF

NON-HAZARDOUS

COMPOUNDING

B414D

212 SF

WORK STATION

AREA

B414

73 SF

HAZARDOUS

STORAGE

B414A

OFFICE

B412C

B412A

B B

B412B

19 SF

HAC

B412A

71 SF

RESTROOM

B412B

INFUSION ROOM

B412

B412C

B D

8' - 6" 8' - 8" 8' - 9"29' - 11 3/4" +/-

INFUSION

BAY 10

AE601

AE601

AE601 4AE601

AE601

AE601

12' - 4"

INFUSION

BAY 9

INFUSION

BAY 8

INFUSION

BAY 7

INFUSION

BAY 6

INFUSION

BAY 5

INFUSION

BAY 4

INFUSION

BAY 3

INFUSION

BAY 2

INFUSION

BAY 1

AE701

8' - 3"

2 2

B A

9 1/2"

/2

2' - 6"

E Q

E Q

3' - 8"

3 1

17' - 3" +/-

17' - 7 1/2" +/-

/2

2' - 2 1/2"

/2

2' - 4" 10' - 0"

7' - 0"

143 SF

TISSUE CULTURE

B412B

415 SF

LAB PROCEDURE

ROOM

B411

126 SF

OFFICE

B415

242 SF

COLD ROOM

B415A

146 SF

AUTO-CLAVE /

DISHWASHER

B408

28 SF

HAC

B409

TYP

B412BB

5 55

A

A

KEY PLAN - 4TH FLOOR

N

GENERAL NOTES

A. CENTER DOWNLIGHT FIXTURE WITHIN CEILING

TILE (TYPICAL THROUGHOUT)

B. ALL LAY-IN CEILING GRID SHALL BE EQUAL

FROM OPPOSING EDGES OF ROOM UNLESS

OTHERWISE NOTED. AVOID CUT SIZES

SMALLER THAN 3".

C. CENTER SPRINKLER HEADS WITHIN CEILING

TILES. COORDINATE WITH OTHER CEILING

MOUNTED ACCESSORIES.

OUT OF SCOPE

LEGEND

NEW WALL

A AUTO DOOR OPENER

EXISTING 30 MINUTE SMOKE PARTITION

EXISTING 1 HOUR FIRE WALL

EXISTING 2 HOUR FIRE WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS CINCINNATI

VA MEDICAL

CENTER

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

Relocate Infusion Clinic &

HEMO Offices to 4E

3200 VINE STREET, CINCINNATI, OH

539-21-207

FULLY SPRINKLED

A u to d e s k D o c s /C in c in n a ti V

A

R e lo c a te I n fu s io n C lin ic

/F F

E

C in c in n a ti

R e lo c a te I n fu s io n C lin ic

B rv t

/2

/2

:0

:3

AE101

FOURTH FLOOR NEW WORK PLAN

11/24/2025 PQ SPS

1/4" = 1'-0"

FOURTH FLOOR - NEW WORK

DRAWING NOTES:

1 FIELD LOCATE EXISTING PIPING AND DUCTWORK. EXTENT OF PROPOSED WALL WRAPS AROUND EXISTING PLUMBING

AND MECHANICAL.

2 COORDINATE ABATEMENT OF AREA WITHIN WALL CAVITY PRIOR TO ENCLOSE OF NEW WALL

3 SEMI-RECESSED FIRE EXTINGUISHER CABINET.

4 ALIGN

5 APPLY INSULATION AND SHEATHING IN ACCORDANCE WITH WALL TYPE 2.

A

A

A

A

ANTE ROOM

B414C

WOMEN'S

RESTROOM

B406

MEN'S RESTROOM

B407

ELEC

B410

STAIR 4

S*4*4

STAIR 3

S*4*3

SIG CLOSET

B416

ELEC

B417

CORRIDOR

C*4*1

REGULAR E.E.G.

B403B

E.E.G. CONTROL

AND OBSERVATION

B403

OFFICE

B413B

EXAM

B413A

OFFICE

B412C

RESTROOM

B412B

INFUSION ROOM

B412

WORK STATION

AREA

B414

HAZARDOUS

STORAGE

B414A

HAZARDOUS

COMPOUNDING

B414B

NON-HAZARDOUS

COMPOUNDING

B414D

HAC

B412A

T-5

T-4

T-3

T-2

T-1

1 3

8 8

21 20

T-5

T-6

T-6 T-4

T-4

T-5

T-4

T-5

T-7

OFFICE

B415

COLD ROOM

B415A

AUTO-CLAVE /

DISHWASHER

B408

LAB PROCEDURE

ROOM

B411

HAC

B409

TISSUE CULTURE

B412B

4 4 4 4

T-5

T-7 T-4

KEY PLAN - 4TH FLOOR

N

VV - VA FURNISHED, VA INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED.

CC - CONTRACTOR FURNISHED AND INSTALLED (TYP. UNLESS NOTED OTHERWISE)

GENERAL NOTES

A. CENTER DOWNLIGHT FIXTURE WITHIN CEILING

TILE (TYPICAL THROUGHOUT)

B. ALL LAY-IN CEILING GRID SHALL BE EQUAL

FROM OPPOSING EDGES OF ROOM UNLESS

OTHERWISE NOTED. AVOID CUT SIZES

SMALLER THAN 3".

C…