539 21 208 RELOCATE IT UPDATED DRAWINGS 211015.pdf

P A

R K

IN

G

G A

R A

G E

V

IN

E S

T

GOODMAN ST

SHIELD ST

NBuilding 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 ur n et

A ve

Shield St N

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

GI001

COVER SHEET/SHEET INDEX

10/15/2021 PH DB

VICINITY MAP

CINCINNATI VAMC

RELOCATE IT OFFICES

DEPARTMENT OF VETERANS AFFAIRS

3200 Vine St, Cincinnati, OH 45220

REGIONAL VICINITY MAP

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE GENERAL CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL 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.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK

AREAS ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND

FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER

DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL

CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE

PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW

CONDITION TO MATCH THE EXISTING FINISH.

21. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING

UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE RATING BY THE END OF

CONSTRUCTION OPERATIONS FOR EACH DAY.

24. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT CRITICAL STRUCTURAL

MEMBERS ARE NOT DAMAGED.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S

G E N E R A L N O T E S - N E W W O R K :

SITE MAP

539-21-208

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN

CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE

MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A

MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY.

DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION

SITE..

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS

PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND

ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION

TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

SHEET INDEX

SHEET

NUMBER

SHEET NAME SD DD1 CD BID

GENERAL

GI001 COVER SHEET/SHEET INDEX * * *

GI002 CODE SHEET * * *

GI003 ABREVIATIONS AND GENERAL DETAILS * *

ARCHITECTURE

AE100 OVERALL FOURTH FLOOR PLAN * * *

AD101 DEMOLITION PLAN * * *

AD141 REFLECTED CEILING DEMOLITION PLAN * * *

AE101 FOURTH FLOOR NEW WORK PLAN * * *

AE102 FOURTH FLOOR EQUIPMENT PLAN * * *

AE102A EQUPMENT PLAN OPTIONS *

AE141 REFLECTED CEILING PLAN * * *

AE141A REFLECTED CEILING PLAN OPTIONS *

AE601 INTERIOR ELEVATIONS AND MILLWORK DETAILS * * *

AE701 DOOR SCHEDULE AND DETAILS * * *

AE904 FINISH PLAN * * *

FIRE PROTECTION

FX101 FIRE SUPPRESSION PLAN * * *

MECHANICAL

1-M104 FOURTH FLOOR PLAN - REMOVALS AND NEW WORK * * *

M001 INDEX, LEGEN, AND GENERAL NOTES * *

M501 DETAILS * *

M601 DETAILS, SCHEDULES, CONTROLS AND AUTOMATION * *

ELECTRICAL

E001 ELECTRICAL GENERAL INFORMATION * * * *

ED101 ELECTRICAL DEMOLITION PLAN * * * *

EL101 ELECTRICAL LIGHTING PLAN * * * *

EP101 ELECTRICAL POWER PLAN * * * *

EY101 TECHNOLOGY & FIRE ALARM PLAN * * * *

E400 ELECTRICAL PLANS - ALTERNATE #1 - OPEN OFFICES * *

E500 ELECTRICAL DETAILS * * * *

E600 PANEL SCHEDULES * * *

9812155 EXPIRES 12/32/2021

PATRICK ALLEN HILLIER

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

DN

EGRESS ROUTE 131' < 300'

1,575 SF

OPEN OFFICE

B432

B-BUSINESS

2,400 SQUARE FEET

MAX 48 OCCUPANTS

TRAVEL DISTANCE

157 SF

IT OFFICE

B436

EGRESS ROUTE 219' < 300'

NEW 20 MIN. DOOR IN

EXISTING 30 MIN. SMOKE

BARRIER ON MAG. HOLD

OPEN.

EXISTING SUITE

DOOR

OFFICE B436 ADDED

TO SUITE

COMMON PATH OF TRAVEL 79'

30 MINUTE SMOKE PARTITION

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

EGRESS ROUTE

NEW WALL

EXISTING WALL TO REMAIN

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

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

GI002

CODE SHEET

10/15/2021 PH PH

C O D E N O T E S

2018 NFPA 101 LIFE SAFETY CODE REVIEW

BUILDING 1, 4TH FLOOR

AREA OF WORK = 2,400 SF

CHAPTER 3 DEFINITIONS

3.3.283.2 PATIENT CARE NON-SLEEPING SUITE (HEALTH CARE OCCUPANCIES)

CHAPTER 6 - CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENT

6.1.11 BUSINESS: EXISTING - NO CHANGE

6.2.2 HAZARD CLASSIFICATION: ORDINATRY - NO CHANGE

CHAPTER 7- MEANS OF EGRESS: NO CHANGE

7.3.1 OCCUPANT LOAD OF SPACE:

AREA = 2,400 SF (BUSINESS / 50 X 2,400)= 36 MAX OCCUPANTS

CHAPTER 8 - FEATURES OF FIRE PROTECTION: NO CHANGE

CHAPTER 9 - BUILDING SERVICE AND FIRE PROTECTION EQUIPMENT: NO CHANGE

CHAPTER 10 - INTERIOR FINISH, CONTENTS, AND FURNISHES

10.2.3.1

INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE

WITH NFPA 286.

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.

(1) DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO THE CEILING.

(2) THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE

ON ANY WALL OR CEILING.

(3) FLASHOVER, AS DESCRIBED IN NFPA 286, SHALL NOT OCCUR.

(4) THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED

800 KW.

(5) FOR NEW INSTALLATIONS, THE TOTAL SMOKE RELEASED THROUGH-OUT THE

TEST SHALL NOT EXCEED 1000 M2.

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

10.2.7.3

INTERIOR FLOOR FINISH- SHALL BE CLASSIFIED BASED ON NFPA 253 OR

ASTEM E 648.

10.2.3.4

INTERIOR FLOOR- CLASSIFICATIONS CHARACTERISTICS:

(1) CLASS I: RAD FLUX: FIN .45 W/CM2

(2) CLASS II: RAD FLUX: FIN .22 W/CM2, AND MAX. .45 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.

NO CRITICAL RAD. FLUX PERMITTED IN ANY LOCATION WHERE CLASS II IS

REQ’D.

CHAPTER 21 - EXISTING AMBULATORY HEALTHCARE OCCUPANCIES:

21.1.1.1

THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO EXISTING BUILDINGS

OR PORTIONS THEREOF CURRENTLY OCCUPIED AS AMBULATORY HEALTHCARE OCCUPANCIES.

21.2.2.2.9

SENSOR- RELEASE OF ELECTRICAL LOCKING SYSTEMS COMPLYING WITH

7.2.1.6.2 SHALL BE PERMITTED.

21.2.5.2

DEAD END CORRIDORS SHALL NOT EXCEED 50 FT.

21.2.5.3

LIMITATIONS ON COMMON PATH OF TRAVEL SHALL BE IN ACCORDANCE WITH

39.2.5.3.1.

21.2.5.3.1

COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT. ON A STORY

PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH 9.7.1.1 (1).

21.2.6

TRAVEL DISTANCE TO EXITS. TRAVEL DISTANCE SHALL COMPLY WITH 21.2.6.2.1

THROUGH 21.2.6.1.2.

21.2.6.2.2 THE MAXIMUM TRAVEL DISTANCE IN 21.2.6.2.1 SHALL BE PERMITTED TO BE INCREASED 50 FT. IN

BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WIHT 9.7.

21.2.9.1

EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION

7.9

21.3.3.1

INTERIOR FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2.

21.3.3.2.1

INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING SECTION

10.2 SHALL BE CLASS A OR CLASS B IN EXITS AND IN EXIT ACCESS CORRIDORS.

21.3.3.2.2

INTERIOR WALL AND CEILING SHALL BE CLASS A, CLASS B, CLASS C IN

AREAS OTHER THAN THOSE SPECIFIED IN 39.3.3.2.1.

21.3.4.1

AMBULATORY HEALTH CARE FACILITIES SHALL BE PROVIDED WITH FIRE ALARM SYSTEMS IN

ACCORDANCE WITH SECTION 9.6, EXCEPT ASS MODIFIED BY 21.3.4.2 THROUGH 21.3.4.4.

21.3.4.2 INITIATION OF THE REQUIRED FIRE ALARM SYSTEM SHALL BE BY MANUAL MEANS IN ACCORDANCE

WITH 9.6.2 AND BY MEANS OF ANY DETECTION DEVICES OR DETECTION SYSTEMS REQUIRED.

21.3.5.3 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY AMBULATORY HEALTH CARE OCCUPANCY

IN ACCORDANCE WITH SECTION 9.7.4.1

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

FOURTH FLOOR CODE PLAN

C O D E L E G E N D

K E Y P L A N NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

9812155 EXPIRES 12/32/2021

PATRICK ALLEN HILLIER

C1

10'-0"AFF

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

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.

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CTR.

CONV.O.

CONT.

CONST.

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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

S Y M B O L S

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

SOLID WOOD CORESCW.

MIN

1'-3"

C L R

K N

E E

S P

A C

E

'-3

M

IN

M A

X T

O R

IM

'-1

R E

F L E

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

'-4

M

A X

T O

B O

MIRROR - VERIFY SIZE

WITH PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

'-1

M A

X

2'-1" MAX

1'-5" MIN

M

IN

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

'-5

M

IN

'-3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

'-5

M

IN

LINES OF REQUIRED

CLEARANCE

'-0

M

IN

2'-6" MIN

'-5

M

IN

'-7

M

A X

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT SINK

INTERIOR STUD GAGE AND SPACING CHART*

STUD

WIDTH

DESIGN

THICKNESS

(GAGE)

STUD

SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING WHERE

OCCURSL/120 L/240 L/360

1 5/8"

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

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

SOAP DISH

RECESS

T O

B O

T T

O M

M

A X

SOAP DISH

M

A X

M

IN

HAND DRYER

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

VARIES 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"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

GI003

ABREVIATIONS AND GENERAL

DETAILS 1

10/15/2021 PH PH

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 IS TO 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 MAY 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) ARE TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM

UNLESS NOTED OTHERWISE.

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

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

MATERIAL, IS TO 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 MUST 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, ETC. TO EXTEND FROM TOP

OF FLOOR SLAB TO UNDERSIDE OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO 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 MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST 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 TO BE 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 – IF ANY – 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 0.0312" 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" FR GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ 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.

INTERIOR STUD CHART NOTES:

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION

PROPERTIES AND DESIGN OF STUD SIZE LISTED HERE

USE L/240 DEFLECTION CHART FOR ALL AREA UNLESS OTHERWISE NOTED.

STUD GAGE NOTES

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

1/2" = 1'-0"

TYPICAL ACCESSIBLE LAVATORY CLEARANCES

1/4" = 1'-0"

TYPICAL LAVATORY FLOOR CLEARANCES

1/2" = 1'-0"

TYPICAL FIXTURES AND ACCESSORIES

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

DN

UP

UP

UP

UP

UP

DN

DN

UP

DN

UP

DN

UP

DN

UP

UP

DN

A/C Shaft A/C Shaft

A/C Shaft

AE101

A400 A401

A401AA401B

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 A446 A446A

A445A A449

A449A

S*4*5

A453 A454

A455

A456 A457A

A457B A457C

A457D

A457E

A457F

A457GA458A458AA458B

A458C

A459 A460

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

B436

B429A

B429B

A456E

B411A

C*4*5

S*4*4

B414C S*4*3

B415A B415B

B416

B417

B403B

B403

B406B407

B408

NEW INFORMATION TECHNOLOGY SUITE

A424

C*4*2

C*4*6

B412

B413A

B412B

B413B

B411B

B414B

B414A

B414D

B414

B410

B408B

B412A

B409 B432

E L E

V A

T O

R S

E L E

V A

T O

R S

E L E

V A

T O

R S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE100

OVERALL FOURTH FLOOR PLAN

10/15/2021 PH DB

N

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

OVERALL FOURTH FLOOR PLAN

K E Y P L A N NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

I

16a

17a

Kb Jb Ib.2

Hb Fb Eb

16b

OPEN ROOM

B432

OFFICE

B437A

OFFICE

B437

OFFICE

B436

OFFICE

B435

STORAGE

B433A

INFORMATION

SECURITY

B438

ELEC.

B431

RESEARCH

COMPLIANCE OFFICE

B429A

COORIDOR

C*4*1

RESEARCH

COMPLIANCE OFFICE

B429B

HAC

B429

CHIEF IRM

B431

REFRIG.

B430

7 7

10101010

COORIDOR

C*4*1

12 12 12 12 12 12

TYP.

6' - 9"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AD101

DEMOLITION PLAN

10/15/2021 PH DB

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

FOURTH FLOOR DEMOLITION PLAN

D R A W I N G N O T E S

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

1 NO WORK IN THIS AREA

2 EXISTING DOOR AND FRAME TO REMAIN.

3 REMOVE EXISTING DOOR AND FRAME SHOWN DASHED.

4 EXISTING PLUMBING FIXTURE TO REMAIN.

5 EXISTING SOAP DISPENSER TO REMAIN.

6 EXISTING PAPER TOWEL DISPENSER TO REMAIN.

7 REMOVE EXISTING WHITE BOARD.

8 REMOVE PORTION OF EXISTING WALL FOR NEW WALL OPENING.

9 REMOVE EXISTING VINYL FLOORING AND WALL BASE. PREPARE EXISTING FLOOR SLAB TO

RECEIVE NEW FINISH.

10 REMOVE EXISTING CARPET FLOORING AND WALL BASE. PATCH AND REPAIR EXISTING

FLOOR SLAB TO RECEIVE NEW FINISH.

11 REMOVE EXISTING CHEMICAL SPILL KIT AND TURN OVER TO THE VA. PATCH AND REPAIR

GYPSUM BOARD.

12 DEMOLISH EXISTING CONVECTORS SEE MECHANICAL DRAWINGS. PATCH FLOORING AND

PREP FOR NEW FINISHES.

13 LOCATE ADHESIVE MAT FOR INFECTION CONTROL.

14 PATH OF MATERIAL DELIVERY/DEBRIS REMOVAL

15 DEMOLISH EXISTING GYPSUM BOARD AND STUD FRAMED WALL SHOWN DASHED FULL

HEIGHT. REMOVE RUBBER BASE, AND WALL APPURTENANCES INCLUDING ELECTRICAL, FIRE

PROTECTION, AND SIGNAGE.

16 1 HR. CONSTRUCTION WALL AND RATED DOOR

17 EXISTING CMU WALL TO REMAIN

18 EXISTING FIRE SEALED SMOKE WALL TO REMAIN

19 EXISTING GYPSUM BOARD AND STUD WALLS WITH GYPSUM BOARD ON OFFICE SIDE ONLY.

A. REMOVE ALL RUBBER BASE IN RENOVATED SPACES.

B. REMOVE AND REPLACE ITEMS SHOWN TO REMAIN AS REQUIRED FOR NEW FINISHES.

K E Y P L A N NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

RESEARCH

COMPLIANCE

OFFICE

B429B

HAC

B429

RESEARCH

COMPLIANCE

OFFICE

B429A

ELEC.

B431

REFRIG.

B430

CORRIDOR

B411B

CHIEF IRM

B439

CORRIDOR

B411B

OFFICE OFFICE OFFICE

OFFICE

STORAGE

INFORMATION

SECURITY

222 2 2

OPEN ROOM

B432

B437A B437 B436

B435

B433A

B438

AE701

AE601

8' - 8"

8' - 0"

TYP.

TYP.

AE601

D5

AE701

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AD141

REFLECTED CEILING DEMOLITION

PLAN 1

10/15/2021 PH DB

N

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

FOURTH FLOOR REFLECTED CEILING DEMO PLAN

D R A W I N G N O T E S

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

1 EXISTING TO REMAIN

2 EXISTING 8' SOFFIT TO REMAIN.

3 REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILE. TURN UP EXISTING

SPRINKLER HEADS

4 EXISTING WINDOW HEADER TO REMAIN

K E Y P L A N NTS

1. SEE SHEET AD101 FOR WALL AND FLOOR DEMOLITION

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

16a

17a

19a

Jb Ib.2

Hb Fb Eb

16b

IT OFFICE

B436

CORRIDOR

C*4*1

ELEC.

B431

RESEARCH

COMPLIANCE

OFFICE

B429A

RESEARCH

COMPLIANCE

OFFICE

B429B

HAC

B429

REFRIG.

B430

CHIEF IRM

B439

OPEN OFFICE

B432

B436B ø 5' - 6"

CORRIDOR

C*4*1

AE601 43

AE601 65

AE601 21

AE601

4 4

5 5

76 SF

IT SERVICE AREA

B436A

6' - 10"

4 4 4

4 4

AE701

AE701

AE701

AE601 10

C L E

A R

4' - 0"

AE601

AE601

2 2 2 2

TYP.

CL.

AE601

B436A

5' - 2"

VERIFY WIDTH OF FURRED WALL

WITH VA TO COORDINATE

WITH FURNITURE

SELECTION.

B435 B434

B433

1A

1A

1A

1A

1A

10' - 5" 10' - 0"

/2

9' - 0 1/2"

2' - 11"

5' - 2"

VV - VA FURNISHED AND INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED.

CC - CONTRACTOR FURNISHED AND INSTALLED (TYPICAL UNLESS NOTED OTHERWISE)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE101

FOURTH FLOOR NEW WORK PLAN

10/15/2021 PH DB

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

FOURTH FLOOR NEW WORK

D R A W I N G N O T E S

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

1 18" DEEP, 42" HIGH TRANSACTION COUNTER. ADJUSTABLE SHELVING BELOW ON STAFF SIDE

2 30" FOLD UP COUNTER

3 EXISTING TO REMAIN

4 STAINLESS STEEL CORNER GUARD.

5 HALF WALL AND CAP SEE SILL SECTION

6 4' HIGH WING WALL - TYPE 1A WALL WITH SOLID SURFACE CAP

7 ALIGN NEW WALL WITH EXISTING COLUMN. LAMINATE GYPSUM BOARD TO COLUMN.

8 ADD GYPSUM BOARD ON STUDS ABOVE CEILING

9 PATCH AND PAINT GYPSUM BOARD AFTER DEMOLITION OF INDUCTION UNIT

K E Y P L A N NTS

A. PATCH ALL OPENINGS BETWEEN RENOVATED AREA AND COORIDORS AND

EXISTING ROOMS WITH LIKE CONSTRUCTION.

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

16a

17a

19a

Jb Ib.2

Hb Fb Eb

16b

AE601 43

AE601 65

AE601 21

AE601

157 SF

IT OFFICE

B436

2,080 SF

CORRIDOR

C*4*1

24 SF

ELEC.

B431

43 SF

RESEARCH

COMPLIANCE

OFFICE

B429A

94 SF

RESEARCH

COMPLIANCE

OFFICE

B429B

33 SF

HAC

B429

13 SF

REFRIG.

B430

144 SF

CHIEF IRM

B439

1,575 SF

OPEN OFFICE

B432

B436B

1 1 1 1 1 1 11 1

1 1 1

2 2 2 2

5 6

2,080 SF

CORRIDOR

C*4*1

10 10 10

111111

12 12

10 10

1010101010101010

4 4 4 4 4 4

76 SF

IT SERVICE AREA

B436A

/8

AE701

AE701

AE601 10

AE601

AE601

AE601

D5

AE701

VV - VA FURNISHED AND INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED.

CC - CONTRACTOR FURNISHED AND INSTALLED (TYPICAL UNLESS NOTED OTHERWISE)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE102

FOURTH FLOOR EQUIPMENT PLAN

10/15/2021 PH DB

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

FOURTH FLOOR EQUIPMENT PLAN

D R A W I N G N O T E S

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

1 5'-4" (W) X 2'-6" (D) ADJUSTABLE HEIGHT OFFICE DESK - VV

2 8'-0" (W) X 2'-6" (D) X 2'-10" (H) PLASTIC LAMINATED BUILD STATION - VV

3 5'-0" (W) X 2'-0" (D) X 2'-5" (H) PLASTIC LAMINATED OFFICE DESK - VV

4 3'-0" (W) X 2'-0" (D) MOBILE STORAGE SHELVING UNIT - VV

5 4'-0" (W) X 1'-0" (D) WALL MOUNTED SHELVING - VV

6 6'-0" (W) X 1'-0" (D) WALL MOUNTED SHELVING - VV

7 18" DEEP, 42" HIGH TRANSACTION COUNTER. ADJUSTABLE SHELVING BELOW ON STAFF SIDE

8 30" FOLD UP COUNTER

9 EXISTING TO REMAIN

10 60" (L) X 66" (H) DIVIDER PANEL - VV

11 72" (L) X 66" (H) DIVIDER PANEL - VV

12 96" (L) X 66" (H) DIVIDER PANEL - VV

13 WALL MOUNTED OVERHEAD STORAGE CABINET WITH CONCEALED WOOD BLOCKING - VV

14 PRINTER/COPIER - VV

15 SEMI-RECESSED FIRE EXTINGUISHER CABINET.

K E Y P L A N NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

15 15

18 18

Fb

Fb

Eb

Eb

17 17

16 16

OPEN OFFICE

B432

OFFICE

B436C

OFFICE

B436B

OFFICE

B436D

15 15

18 18

Fb

Fb

Eb

Eb

17 17

16 16

OPEN OFFICE

B432

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

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

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

\F F

E

C in c in n a ti

R e lo c a te I T

B n a te

.m o u ld s .r v t

/1 /2

:1

:3

P M

AE102A

EQUPMENT PLAN OPTIONS

10/15/2021 PH DB

CINCINNATI, OH

539-21-208RELOCATE IT OFFICES

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

1/2" = 1'-0"

FOURTH FLOOR EQUIPMENT PLAN SOUTH - BASE BID - WALLS

1/2" = 1'-0"

FOURTH FLOOR EQUIPMENT PLAN SOUTH - ALTERNATE #1 - OPEN

OS

IT OFFICE

B436

RESEARCH

COMPLIANCE

OFFICE

B429B

HAC

B429

RESEARCH

COMPLIANCE

OFFICE

B429A

ELEC.

B431

REFRIG.

B430

CORRIDOR

B411B

OPEN OFFICE

B432

CHIEF IRM

B439

CORRIDOR

B411B

8' - 9"

8' - 9"

8' - 9"

8' - 9"

TYP.

8' - 0"

D5

AE701

4' - 0"

L E G E N D

2' X 4' LIGHTING FIXTURE

2' X 4' LIGHTING FIXTURE

(LIFE SAFETY LIGHTING FIXTURE)

2' X 4' LIGHTING FIXTURE

(EMERGENCY LIGHTING FIXTURE)

EXIT SIGN

ACOUSTICAL CEILING TILE

AND GRID

24" x 24" SUPPLY AIR

24" x 24" RETURN AIR

12" x 24" RETURN AIR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE141

REFLECTED CEILING PLAN

10/15/2021 PH DB

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

FOURTH FLOOR REFLECTED CEILING PLAN

D R A W I N G N O T E S

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

1 EXISTING TO REMAIN

2 PROVIDE ACOUSTICAL CEILING GRID AND TILE.

3 PAINT EXISTING WINDOW HEADER

K E Y P L A N

A. ALL CEILINGS ARE ARE 8'-9" UNLESS NOTED OTHERWISE.

NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

OS

OS

OS

OS

OFFICE

B436D

OPEN OFFICE

B432

OFFICE

B436C

OFFICE

B436B

8' - 9"

8' - 0"

8' - 9"

OPEN OFFICE

B432

EXTENDED SOFFIT FROM

BASE BID

EXTENDED SOFFIT FROM

BASE BID

20' - 5"

9' - 0 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

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

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

\F F

E

C in c in n a ti

R e lo c a te I T

B n a te

.m o u ld s .r v t

/1 /2

:1

:4

P M

AE141A

REFLECTED CEILING PLAN

OPTIONS

10/15/2021 Checker Author

CINCINNATI, OH

539-21-208RELOCATE IT OFFICES

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

1/2" = 1'-0"

FOURTH FLOOR REFLECTED CEILING PLAN - BASE BID - WALLS

1/2" = 1'-0"

FOURTH FLOOR REFLECTED CEILING PLAN - ALTERNATE #1 - OPEN

5' - 2" 5' - 2"

AE601

/2

3' - 0"2' - 3"

4' - 0" 1' - 8"

AE601

10' - 0"

2' - 6"

+/- 1' - 0 1/2"

10' - 0"

AE601

AE601

AE601

Sim

VV - VA FURNISHED AND INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED.

CC - CONTRACTOR FURNISHED AND INSTALLED (TYPICAL UNLESS NOTED OTHERWISE)

AE601

Sim

AE601

Sim

AE601

Sim

MITERED 3 CM THICK SOLID

SURFACE COUNTER

TOP

3/4" PLYWOOD UNDERSIDE

PLASTIC LAMINATEPLASTIC LAMINATE

3"

1/2"

1' - 6"

AE601

SCHEDULED

BASE

3/4"

SHELF PIN HOLES

1' - 6"

PLASTIC LAMINATE

CABINET SIDE

MITERED 3 CM THICK SOLID

SURFACE COUNTER

TOP

/2

3/4" PLYWOOD UNDERSIDE

AE601

AE601

AE6012X2 LAMINATED HARDWOOD

BLOCKING

+/- 0" 3' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6"

HEAVY DUTY FLIP

UP COUNTER

HINGES

LAMINATED PLYWOOD VERTICAL

PANEL. PROVIDE HASP FOR

FLIP UP SHELF.

PLASTIC LAMINATE

ON ALL EXPOSED

SURFACES

P.LAM FINISH UNDERSIDE

OF TOE KICK

BASE AS SCHEDULED

NON-COMBUSTIBLE

WOOD BLOCKING

FINISHED FLOOR

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT BASE CABINET. TYP.

PLASTIC LAMINATE BASE CABINET,

DRAWERS; REFER TO SPEC FOR

APPROVED CONSTRUCTION

METHOD.

SOLID SURFACE COUNTER

AND BACK SPLASH

/2

/2

P.LAM FINISH

UNDERSIDE OF

TOE KICK

BASE AS

SCHEDULED

NON-COMBUSTIBLE

WOOD BLOCKING

FINISHED FLOOR

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT BASE CABINET. TYP.

SOLID SURFACE COUNTER

AND BACK SPLASH

/2

PLASTIC LAMINATE BASE CABINET,

DRAWERS; REFER TO SPEC FOR

APPROVED CONSTRUCTION

METHOD.

1' - 3"

PROVIDE FRT WOOD BLOCKING AS

REQUIRED IN STUD TO SUPPORT

WALL CABINET. TYP.

PLASTIC LAMINATE WALL CABINET

BODY WITH ADJUSTABLE

SHELVES; SHELF STANDARDS,

RECESSED FOR FLUSH INTERIORS

AT 5/8" INCREMENTS.

CONSTRUCTION TO HAVE

CONCEALED FASTENERS

2 X 2 CONTINUOUS ANODIZED

ALUMINUM ANGLE

S E

E E

L E

V A

T

IO

N S

V A

R

IE

S

V A

R

IE

S

S E

E E

L E

V A

T I O

N S

O R

T

Y P

IC

A

L

CEILING SYSTEM PER

REFLECTED CEILING

PLAN

/2

PLASTIC LAMINATE

SLOPED TOP

.0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE601

INTERIOR ELEVATIONS AND

MILLWORK DETAILS 1

10/15/2021 PH DB

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

B433, OFFICE - NORTH

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

B433, OFFICE - SOUTH

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

B434, OFFICE - NORTH

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

B434, OFFICE - SOUTH

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

B435, OFFICE - NORTH

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

B435, OFFICE - SOUTH

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

B436, IT OFFICE - EAST

7 SCALE: 1/4" = 1'-0"

B436. IT OFFICE - WEST

D R A W I N G N O T E S

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

1 4'-0" (W) X 1'-0" (D) WALL MOUNTED SHELVING - VV

2 6'-0" (W) X 1'-0" (D) WALL MOUNTED SHELVING - VV

3 WALL MOUNTED OVERHEAD STORAGE CABINET WITH CONCEALED WOOD BLOCKING - VV

4 18" DEEP, 42" HIGH TRANSACTION COUNTER. ADJUSTABLE SHELVING BELOW ON STAFF SIDE

5 30" FOLD UP COUNTER

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

B436, IT OFFICE - TRANSACTION COUNTER

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

KITCHENETTE ELEVATION

SCALE: 1" = 1'-0"

IT COUNTER - SHELVES

SCALE: 1" = 1'-0"

IT COUNTER - ACCESSIBLE SECTION

1. ALL FURNITURE SHOWN IS VV - SHOWN FOR REFERENCE.

2. CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL ITEMS SHOWN.

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

CABINET SECTION 3

SCALE: 1" = 1'-0"

TYPICAL BASE CABINET WITH DRAWER

SCALE: 1" = 1'-0"

TYPICAL BASE CABINET

SCALE: 1" = 1'-0"

TYP. WALL CABINET

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

A. DIMENSIONS ON PLANS AND SCHEDULES ARE NOMINAL. GENERAL CONTRACTOR AND DOOR/FRAME

MANUFACTURERS ARE TO COORDINATE ALL DIMENSIONS IN THE FIELD CONCERNING FRAME AND

ROUGH OPENINGS PRIOR TO FABRICATION AND CONSTRUCTION.

B. SEAL ALL EDGES OF METAL FRAMES IN CONTACT WITH ADJACENT WALL SURFACES.

C. WHERE TWO DOORS ARE INDICATED ON FLOOR PLAN FOR AN OPENING, BOTH LEAVES ARE EQUAL

WIDTH UNLESS INDICATED OTHERWISE.

D. FRAMES TO BE WELDED WITH HOSPITAL STOPS

E. ALL DOORS SLABS ARE 20 MINUTE CONSTRUCTION EVEN IF NOT REQUIRED TO BE RATED.

1 15/16" VARIES VARIES

5/8" GYPSUM

BOARD

DOUBLE STUDS

BACK TO BACK

CAULK ALL AROUND

BOTH SIDES

HOLLOW METAL FRAMEJAMB ANCHORS

/4

1 15/16" VARIES VARIES

5/8" GYPSUM

BOARD

DOUBLE STUDS

BACK TO BACK

CAULK ALL AROUND

BOTH SIDES

STANDARD FRAME FOR

DRYWALL

JAMB ANCHORS

/4

5/8" GYPSUM BOARD

3 5/8" METAL STUD 24" O.C.

FLEXIBLE SEALANT

METAL TRACK - MECHANICALLY

FASTENED 24" O.C. TO

EXISTING SLAB

NEW ACOUSTICAL CEILING

TILE AND GRID

EXISTING WINDOW

SOLID SURFACE SILL,REMOVE

EXISTING SILL AND EXTEND

INTO WINDOW

TIE GYPSUM BOARD INTO

EXISTING WINDOW HEADER

1/2"

5/8" GYPSUM BOARD

3 5/8" METAL STUD 24" O.C.

SOUND ATTENUATION BATTS

METAL TRACK - MECHANICALLY

FASTENED 24" O.C. TO EXISTING

STRUCTURE

FLEXIBLE SEALANT

METAL TRACK - MECHANICALLY

FASTENED 24" O.C.

TO UNDERSIDE OF EXISTING

STRUCTURE

TYPE 1 (U.N.O.)

ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE

OF 3-5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 3" SOUND

ATTENUATION BATTS IN STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS FULL HEIGHT TO DECK ABOVE.

UL DESIGN U419 - 1 HR RATED

TYPE 1A NON-RATED WALL

EXTEND STUDS, BOARDS, AND BLANKETS TO 8'-0" A.F.F.

5/8" GYPSUM BOARD

3 5/8" METAL STUD 24" O.C.

THERMAL INSULATION

METAL TRACK - MECHANICALLY

FASTENED 24" O.C.

TO EXISTING STRUCTURE

FLEXIBLE SEALANT

METAL TRACK - MECHANICALLY

FASTENED 24" O.C.

TO UNDERSIDE OF EXISTING

STRUCTURE

TYPE 2

ONE LAYER OF 5/8" GYPSUM WALLBOARD ON ROOM SIDE

OF 3-5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 3"

THERMAL INSULATION IN STUD SPACE. EXTEND STUDS,

BOARD AND SOUND BLANKETS FULL HEIGHT TO DECK

ABOVE. ATTACH TO STRUCTURE ABOVE W/ VERTICAL SLIP

CONNECTIONS.

2" 2"SEE SCHEDULE

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

2" SEE SCHEDULE 2"

DOOR TYPE F DOOR TYPE N

FRAME TYPE 1 FRAME TYPE 1

4" 6 1/2"

ALIGN

HOLLOW METAL

DOOR. SEE

SCHEDULE.

2" 1 1/8" 2"

/8

/8

FULLY-GROUTED HOLLOW

METAL FRAME FLUSH WITH

EXTERIOR FACE OF WALL.

EXISTING CMU. VERIFY

OPENING HEIGHT IN FIELD

AND REINFORCE AS

NECESSARY FOR NEW

DOOR.

EXISTING LINTEL

ALIGN

HOLLOW METAL

DOOR. SEE

SCHEDULE.

/8

5/8" 2"

FULLY-GROUTED HOLLOW

METAL FRAME FLUSH WITH

EXTERIOR FACE OF WALL.

EXISTING CMU. VERIFY

OPENING HEIGHT IN FIELD

AND REINFORCE AS

NECESSARY FOR NEW

DOOR.

3/8"

SEAL FULL PERIMETER

OF DOOR BOTH SIDES.

EXISTING 48X14

MECHANICAL DUCT

WELDED METAL

SECURITY SCREEN

SUPPORTED BY

WALL FRAMING

LIGHT-GAUGE

METAL FRAMING

SUPPORTING

NEW SECURITY

SCREEN

EXISTING FLOOR

ABOVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Cincinnati V.A.

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

A/E OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RELOCATE IT OFFICES

CINCINNATI, OH

539-21-208

FULLY SPRINKLED

JASON REEVES

AE701

DOOR SCHEDULE AND DETAILS

10/15/2021 PH DB

D O O R S C H E D U L E

MARK QUANTITY

BETWEEN DOOR SIZE DOOR

ELEVATION

DOOR

MATERIAL

FRAME

ELEVATION

FRAME

MATERIAL

DETAILS HARDWARE

SET

FIRE

RATING

COMMENTS

RM RM WIDTH HEIGHT THICKNESS HEAD JAMB SILL

B433 1 B432 B436D 3' - 4" 7' - 0" 1 3/4" N WD 1 HM H1/AE701 J1/AE701 N/A 5 --

B434 1 B432 B436C 3' - 4" 7' - 0" 1 3/4" N WD 1 HM H1/AE701 J1/AE701 N/A 5 --

B435 1 B436B B432 3' - 4" 7' - 0" 1 3/4" N WD 1 HM H1/AE701 J1/AE701 N/A 5 --

B436A 1 C*4*1 B436A 3' - 4" 7' - 0" 1 3/4" F WD 1 HM D7/AE701 D9/AE701 N/A 9A EXISTING MASONRY WALL

B436B 1 B432 B436 3' - 4" 7' - 0" 1 3/4" F WD 1 HM H1/AE701 J1/AE701 N/A 5C 20 MIN EXISTING SMOKE WALL

SCALE: 3" = 1'-0"

DOOR HEAD DETAIL - METAL STUD

H1

SCALE: 3" = 1'-0"

DOOR JAMB DETAIL - METAL STUD

J1

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

WINDOW SILL SECTION

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

WALL TYPE 1A

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

WALL TYPE 2

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

DOOR AND FRAME ELEVATIONS

DOOR SCHEDULE NOTES

SCALE: 3" = 1'-0"

DOOR HEAD DETAIL - MASONRY

D7

SCALE: 3" = 1'-0"

DOOR JAMB DETAIL - MASONRY

D9

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

SECTION AT METAL SCREEN

D5

Revisions: Date:

100% CONSTRUCTION DOCUMENTS 01/26/2021

AMENDMENT #1 10/15/2021

CORRIDOR

C*4*1

1,575 SF

OPEN OFFICE

B432

LVT ACT

PR

157 SF

IT OFFICE

B436

LVT ACT

PR

ELEC.

B431

REFRIG.

B430

RESEARCH

COMPLIANCE

OFFICE

B429A

RESEARCH

COMPLIANCE

OFFICE

B429B

HAC

B429

76 SF

IT SERVICE AREA

B436A

LVT ACT

PR

AE701

AE701

AE701

AE601

AE601

AE701

Sim

AE601

D5

AE701

FLOOR FINISHES WALL BASE FINISHES WALL FINISHES CEILING FINISHES

E - EXISTING TO REMAIN

LVT - LUXURY VINYL TILE R - RUBBER

E - EXISTING TO REMAIN…