Expansion Joints Dwgs (07 19 2021).pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:5

:2

P

M

GI001

COVER SHEET

07/02/21 PQ DB

CINCINNATI VAMC

REPLACE EXPANSION JOINTS

& UPDATE FINISHES

#529-21-106

DEPARTMENT OF VETERANS AFFAIRS

3200 Vine St., Cincinnati, OH 45220

BLDG 1

R E G I O N A L V I C I N I T Y M A P V I C I N I T Y M A P

NTS

*** R.I.D. = RESIDENT INTERIOR DESIGNER. ***

** U.N.O. = UNLESS NOTED OTHERWISE.**

* C.O.R. = CONTRACTING OFFICER'S REPRESENTATIVE. THIS IS USED IN LIEU OF THE TERM OWNER.*

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, ORDINANCES AND REGULATIONS INCLUDING THE AMERICAN DISABILITIES ACT (ADA), ARCHITECTURAL BARRIERS ACT(ABA), THE VA BARRIER FREE DESIGN GUIDELINES AND THE AMERICAN

NATIONAL STANDARDS INSTITUTE (ANSI) GUIDELINES.

2. THE C.O.R. SHALL WORK WITH THE CONTRACTOR TO PROVIDE ACCESS TO TEMPORARY SERVICES REQUIRED TO PROVIDE THE WORK INDICATED. SEE SPECIFICATION SECTION 01 00 00 FOR ADDITIONAL REQUIREMENTS ON TEMPORARY ACCESS TO VA UTILITIES.

3. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE SPECIFICATIONS, INCLUDING ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND MATERIAL AND CONSTRUCTION PROVISIONS, WHICH APPLY TO MATERIALS OR CONSTRUCTION

METHODS REQUIRED BY THIS PROJECT.

4. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE, EXAMINE, AND ACCEPT ALL EXISTING CONDITIONS. DATES FOR SITE VISITS WILL BE POSTED IN THE CONTRACT DOCUMENTS AS POSTED ON THE FEDERAL BUSINESS OPPORTUNITIES WEBPAGE FOR THIS PROJECT.

UNSCHEDULED VISITS WILL NOT BE ALLOWED.

5. DO NOT PAINT ANY CAULKING OR SEALANTS WHICH ARE SUBJECT TO MOVEMENT - CONTROL JOINTS SHALL BE CAULKED AFTER PAINT AND SPECIAL COATING APPLICATIONS. PROVIDE CAULKING OR SEALANTS IN COLORS WHICH MATCH ADJACENT FINISHED SURFACE COLORS.

6. VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE FABRICATING ANY MATERIALS.

7. IT IS THE INTENT OF THE DOCUMENTS TO INDICATE COMPLETE AND OPERATIONAL SYSTEMS (I.E. STRUCTURAL, HVAC, PLUMBING, ELECTRICAL) THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS OPERATIONAL SYSTEMS WHICH COMPLY WITH APPLICABLE CODES AND REGULATIONS.

THIS NOTE SHALL BE LIMITED TO THE SYSTEMS AS INDICATED BY THE DOCUMENTS AND SHALL NOT INCLUDE CHANGES TO THE SYSTEMS WHICH

ALTER INDICATED CAPACITIES, OPERATIONAL CHARACTERISTICS.

8. THE CONTRACTOR SHALL VERIFY THE SIZES OF ALL EQUIPMENT OR FIXTURES TO BE INSTALLED IN THE BUILDING THROUGH THE SUBMITTAL PROCESS, AND SHALL MAKE SPECIAL PROVISIONS FOR INSTALLATION OF ANY EQUIPMENT WHICH IS TOO LARGE TO FIT THROUGH A FINISHED

OPENING.

9. ALL CONTRACTORS SHALL BE RESPONSIBLE TO PATCH AND REPAIR ALL SURFACES WHERE EXISTING CONSTRUCTION IS REMOVED OR

DISTURBED BY WORK UNDER THEIR CONTRACT.

10. ALL SUSPENDED ITEMS SUCH AS CEILINGS, DUCTS, PIPES, CONDUITS, SHALL BE SUSPENDED (ATTACHED) DIRECTLY TO STRUCTURE AND SHALL

NOT BE ATTACHED OR ANCHORED TO EXISTING PLASTER, ACOUSTIC TILE.

11. NEW PENETRATIONS SUCH AS DUCTS, CONDUITS, PIPING, ELECTRICAL OUTLETS, LIGHT SWITCHES, RECESSED DEVICES OR ITEMS, HOLES, VOIDS, CRACKS. IN MODIFIED AND NEW CORRIDOR WALLS, SMOKE PARTITIONS, AND FLOOR SLABS SHALL BE SEALED TO PREVENT PASSAGE OF

ANY SMOKE, FLAME, GASES. AS INDICATED IN THE CONTRACT DOCUMENTS.

12. WHERE NEW CONSTRUCTION REQUIRES CORE DRILLING THROUGH EXISTING STRUCTURAL CONCRETE FLOOR SLABS, AND WALLS THE CONTRACTOR SHALL COORDINATE HIS DRILLING WORK TO AVOID DRILLING INTO A STRUCTURAL ELEMENT, INCLUDING JOISTS, BEAMS, COLUMN.

ALSO SEE ELECTRICAL. DRAWINGS AND SPECIFICATIONS.

13. WHERE NEW CONSTRUCTION IS INDICATED TO BE INSTALLED IN EXISTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR PROPER FIT AND FOR ACCESS INTO THE BUILDING PRIOR TO SHOP DRAWING SUBMITTAL, ORDERING AND DELIVERING TO THE SITE.

14. FOR INFECTION CONTROL REASONS, WORK CONDUCTED IN THE CORRIDOR THAT DOES NOT GENERATE DUST MAY ONLY REMOVE UP TO 16 SQUARE FEET OF CEILING TILE AT ONCE. AS LONG AS THIS STANDARD IS FOLLOWED NEGATIVE AIR AND BARRIERS ARE NOT REQUIRED BY THE INFECTION CONTROL NURSES. IF DUST IS GENERATED AND GREATER THAN 16 SF OF CEILING TILES ARE DISTURBED AT ONCE THEN THE WORK AREA SHALL BE SEALED OFF WITH 6 MIL FIRE RETARDANT POLYETHYLENE AND NEGATIVE AIR PROVIDED. MAINTAIN 5' MINIMUM ACCESS IN CORRIDORS AT ALL TIMES. CLEAN THOROUGHLY PRIOR TO COMPLETION OF A GIVEN WORK AREA BY HEPA VACUUM AND WET MOP. REFER TO SPECIFICATION 01 35 26 FOR ADDITIONAL INFORMATION. REFERENCE ICRA LEVEL 2 FOR ALL LOCATIONS NOT SHOWN TO BE ICRA LEVEL 3.

REFERENCE ICRA LEVEL 3 FOR THE FOLLOWING LOCATIONS:

A. 1ST FLOOR WOMENS CLINIC NEGATIVE PRESSURE ROOMS C107 & C108

B. 3RD FLOOR PACU HALLS

C. CORRIDOR WITH 5TH FLOOR EXPANSION JOINT NEAR ROOM A508

15. REPLACE EXISTING CORNER GUARDS AS NOTED ON NEW WORK DRAWINGS. ALL OTHER WALL PROTECTION AND CORNER GUARDS IN AREAS OF

WORK SHALL REMAIN AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.

16. CONTRACTORS ARE NOT ALLOWED TO PARK ANYWHERE ON VA CAMPUS.

17. COORDINATE ANY UTILITY SHUTDOWNS (ELECTRIC/WATER/HVAC) SHUTDOWNS WITH THE COR. A MINIMUM 3-WEEK WRITTEN NOTICE TO THE

COR FOR ANY SHUTDOWN IS REQUIRED.

18. ALL WORK IN PUBLIC CORRIDORS SHALL OCCUR AT NIGHT AND ON WEEKENDS AS REQUIRED BY THE COR. EXPOSED CEILINGS SHALL BE COVERED AND SEALED DURING NORMAL WORK HOURS WITH APPROVED FIRE RETARDANT MATERIALS.

19. SCHEDULE ALL WORK WITH C.O.R. A MINIMUM OF TWO-WEEKS PRIOR TO CONSTRUCTION IN EACH AREA.

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

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 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.

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 :

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.

26. COORDINATION MEETINGS SHALL OCCUR DURING REGULAR BUSINESS HOURS.

27. FLOOR PREPARATION SHALL BE ACCOUNTED FOR AT ALL NEW FLOOR FINISHES AS A PART OF THIS PROJECT. ADDITIONAL FLOOR PREPARATION DETERMINED DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

28. CONTRACTOR SHALL COORDINATE FURNITURE REMOVAL AND STORAGE WITH VA COR. PROTECT EXISTING FURNITURE AS REQUIRED AND COVER EXISTING FURNITURE WITH

PLASTIC WHERE CEILINGS ARE BEING REPLACED

D R A W I N G I N D E X

SHEET

NUMBER SHEET NAME

BID

GENERAL

GI001 COVER SHEET *

GI002 CODE SHEET AND ABBREVIATIONS *

GI101 FIRST FLOOR LIFE SAFETY PLAN *

GI102 SECOND FLOOR LIFE SAFETY PLAN *

GI103 THIRD FLOOR LIFE SAFETY PLAN *

GI104 FOURTH FLOOR LIFE SAFETY PLAN *

GI105 FIFTH FLOOR LIFE SAFETY PLAN *

GI106 SIXTH FLOOR LIFE SAFETY PLAN *

GI107 SEVENTH FLOOR LIFE SAFETY PLAN *

GI108 EIGHTH FLOOR LIFE SAFETY PLAN *

GI109 NINTH FLOOR LIFE SAFETY PLAN *

ARCHITECTURAL

AD101 FIRST FLOOR DEMOLITION PLAN *

AD102 SECOND FLOOR DEMOLITION PLAN *

AD103 THIRD FLOOR DEMOLITION PLAN *

AD104 FOURTH FLOOR DEMOLITION PLAN *

AD105 FIFTH FLOOR DEMOLITION PLAN *

AD106 SIXTH FLOOR DEMOLITION PLAN *

AD107 SEVENTH FLOOR DEMOLITION PLAN *

AD108 EIGHTH FLOOR DEMOLITION PLAN *

AD109 NINTH FLOOR DEMOLITION PLAN *

AE101 FIRST FLOOR NEW WORK PLAN *

AE101A FIRST FLOOR ENLARGED PLANS *

AE102 SECOND FLOOR NEW WORK PLAN *

AE102A SECOND FLOOR ENLARGED PLANS *

AE103 THIRD FLOOR NEW WORK PLAN *

AE103A THIRD FLOOR ENLARGED PLANS *

AE103B THIRD FLOOR ENLARGED PLANS *

AE104 FOURTH FLOOR NEW WORK PLAN *

AE104A FOURTH FLOOR ENLARGED PLANS *

AE105 FIFTH FLOOR NEW WORK PLAN *

AE105A FIFTH FLOOR ENLARGED PLANS *

AE106 SIXTH FLOOR NEW WORK PLAN *

AE107 SEVENTH FLOOR NEW WORK PLAN *

AE107A SEVENTH FLOOR ENLARGED PLANS *

AE108 EIGHTH FLOOR NEW WORK PLAN *

AE109 NINTH FLOOR NEW WORK PLAN *

AE141 FIRST FLOOR REFLECTED CEILING PLAN *

AE141A ENLARGED RCP - FIRST FLOOR *

AE142 SECOND FLOOR REFLECTED CEILING PLAN *

AE143 THIRD FLOOR REFLECTED CEILING PLAN *

AE144 FOURTH FLOOR REFLECTED CEILING PLAN *

AE145 FIFTH FLOOR REFLECTED CEILING PLAN *

AE146 SIXTH FLOOR REFLECTED CEILING PLAN *

AE147 SEVENTH FLOOR REFLECTED CEILING PLAN *

AE148 EIGHTH FLOOR REFLECTED CEILING PLAN *

AE149 NINTH FLOOR REFLECTED CEILING PLAN *

AE401 INTERIOR ELEVATIONS *

AE402 INTERIOR ELEVATIONS *

AE403 INTERIOR ELEVATIONS *

AE404 INTERIOR ELEVATIONS *

AE405 INTERIOR ELEVATIONS *

AE406 INTERIOR ELEVATIONS *

AE407 INTERIOR ELEVATIONS *

AE408 INTERIOR ELEVATIONS *

AE409 INTERIOR ELEVATIONS *

AE410 INTERIOR ELEVATIONS *

AE411 INTERIOR ELEVATIONS *

AE701 EXPANSION JOINT SCHEDULES AND DETAILS *

AE702 ROOM FINISH SCHEDULE, FINISH LEGEND, AND

DETAILS

FIRE PROTECTION

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN *

FX102 SECOND FLOOR FIRE SUPPRESSION PLAN *

FX103 THIRD FLOOR FIRE SUPPRESSION PLAN *

FX104 FOURTH FLOOR FIRE SUPPRESSION PLAN *

FX105 FIFTH FLOOR FIRE SUPPRESSION PLAN *

FX106 SIXTH FLOOR FIRE SUPPRESSION PLAN *

FX107 SEVENTH FLOOR FIRE SUPPRESSION PLAN *

FX108 EIGHTH FLOOR FIRE SUPPRESSION PLAN *

FX109 NINTH FLOOR FIRE SUPPRESSION PLAN *

ELECTRICAL

ED101 FIRST FLOOR PLAN *

ED101B FIRST FLOOR PLAN *

ED102 SECOND FLOOR PLAN *

ED102B SECOND FLOOR PLAN *

ED102C SECOND FLOOR PLAN *

ED103 THIRD FLOOR PLAN *

ED103B THIRD FLOOR PLAN *

ED104 FOURTH FLOOR PLAN *

ED104B FOURTH FLOOR PLAN *

ED105 FIFTH FLOOR PLAN *

ED106 SIXTH FLOOR PLAN *

ED107 SEVENTH FLOOR PLAN *

ED108 EIGHTH FLOOR PLAN *

ED109 NINTH FLOOR PLAN *

NTS

07/19/21 EXP: 12/31/21

No. Revisions: Date:

BID DOCUMENTS 07/19/2021

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.

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

S Y M B O L S

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

SOLID WOOD DOORS.W.D.

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

EMT

CU

C

ELECTRICAL METALLIC

TUBING

COPPER

CONDUIT

ABOVE COUNTER, 42" AFF

AMERICANS WITH

DISABILITIES ACT

AMPERE

GFP GROUND FAULT

PROTECTION

FREQUENCY MODULATIONFM

A

AC

ADA

GROUND FAULT CIRCUIT

INTERRUPTER

GFI

CB CIRCUIT BREAKER

HP

HPS

IDS

HACR

J

KWH

LED

MCB

MH

NEC

NF

HEATING AIR CONDITIONING

REFRIGERATION

HORSE POWER

HIGH PRESSURE SODIUM

MAIN CIRCUIT BREAKER

MOUNTING HEIGHT TO

CENTER

NATIONAL ELECTRIC CODE

NON FUSED

JUNCTION BOX

KILOWATT HOUR

LIGHT EMITTING DIODE

INTRUSION DETECTION

SYSTEM

HZ HERTZ

PHASE

OCCUPANCY SENSOR

PH

OS

SURGE PROTECTIVE DEVICE

SINGLE MODE

VOLT

SPD

SM

V

PIR PASSIVE INFRARED

WEATHERPROOF

TRANSFORMER

WP

XFMR

W WATTS

VARIABLE VOLUME DAMPERVVD

VOLT AMPEREVA

ONE CONDUCTOR1/C

FACP FIRE ALARM CONTROL

PANEL

MLO MAIN LUGS ONLY

RIGID GALVANIZED STEELRGS

TELEPHONE TERMINAL BOARDTTB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:3

:1

P M

GI002

CODE SHEET AND ABBREVIATIONS

07/02/21 PQ DB

C O D E N O T E S

2021 NFPA 101 LIFE SAFETY CODE REVIEW

BUILDING 1, 1ST - 9TH FLOOR

AREA OF WORK = 54,538 SF

EXISTING FLOORS ARE AMBULATORY HEALTH CARE OCCUPANCY - CHAPTER 21

CHAPTER 3 DEFINITIONS

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

3.3.285.5 PATIENT CARE SLEEPING SUITE (HEALTH CARE OCCUPANCIES)

CHAPTER 6 - CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENT

6.1.5 HEALTHCARE OCCUPANCY (CHAPTER 19)

6.2.2 HAZARD CLASSIFICATION: ORDINARY - NO CHANGE

CHAPTER 7- MEANS OF EGRESS: NO CHANGE

T7.3.1.2 OCCUPANT LOAD OF SPACE: NO CHANGE

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.

10.2.3.1.1

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN

ACCORDANCE WITH NFPA 286 AND COMPLY WITH 10.2.3.2.

10.2.3.1.2

MATERIALS TESTED IN ACCORDANCE WITH 10.2.3.1.1 AND COMPLYING

WITH 10.2.3.2 SHALL BE CONSIDERED ALSO TO COMPLY WITH THE

REQUIREMENTS OF CLASS A, CLASS B, OR CLASS C IN ACCORDANCE WITH 10.2.3.3

10.2.3.2.

(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

10.2.7.2

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

10.2.7.3

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

ASTEM E 648.

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

20.3.5.3

AND NFPA 10 SECTION 9.9 FIRE EXTINGUISHERS ARE REQUIRED WITHIN

75’ OF ANY POINT IN THE SPACE.

- MAINTAIN ACCESSIBILITY TO EXISTING FIRE EXTINGUISHERS DURING CONSTRUCTION

CHAPTER 19 - EXISTING HEALTH CARE OCCUPANCIES:

19.1.1.1

THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO EXISTING BUILDINGS

OR PORTIONS THEREOF CURRENTLY OCCUPIED AS HEALTH CARE OCCUPANCIES.

19.2.5.3

DEAD END CORRIDORS SHALL NOT EXCEED 30 FT.

19.2.5.3

LIMITATIONS ON COMMON PATH OF TRAVEL SHALL BE IN ACCORDANCE WITH

19.2.5.3.1.

19.2.6

TRAVEL DISTANCE TO EXITS. TRAVEL DISTANCE SHALL COMPLY WITH 19.2.6.2.1

THROUGH 19.2.6.2.4.

19.2.6.2.2

TRAVEL DISTANCE SHALL NOT EXCEED 200 FT IN HEALTH CARE OCCUPANCIES

PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH SECTION 19.3.5.7.

19.2.9.1

EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION

7.9.

19.3.3.1

INTERIOR FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2.

19.3.3.2

INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING SECTION

10.2 SHALL BE CLASS A OR CLASS B.

BID DOCUMENTS 07/02/2021

DN

UP

UP

DN DN

DN

UP

UP

UP

UP

DN

UP

UP

DN

DN

DN

DN DN

UPDN UP

DN

DN UP

DN

UP

DN

DN

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:3

:4

P M

GI101

FIRST FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

L E G E N D

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

FIRST FLOOR LIFE SAFETY PLAN

DN

DN

DN

UP

DN

UP

UP

DN UP DN

DN UP

UP

DN

UP

UP

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A/C Shaft

A/C Shaft

A/C Shaft

/4

/4

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:1

P M

GI102

SECOND FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

SECOND FLOOR LIFE SAFETY PLAN

L E G E N D

FD

UP

UP

UP

UP

UP

UP

UP

DN

DN

DN

DNUP

DN UP

DN

UP

UPDN

DN

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A/C Shaft A/C Shaft

A/C Shaft

3A

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:3

P M

GI103

THIRD FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

THIRD FLOOR LIFE SAFETY PLAN

L E G E N D

UP DNUP

DN

UP

DN

UP

UP

DN

A/C ShaftA/C Shaft

A/C Shaft

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:5

P M

GI104

FOURTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

FOURTH FLOOR LIFE SAFETY PLAN

L E G E N D

** 4TH FLOOR SCOPE IS INCLUDED UNDER PROJECT ALTERNATE NUMBER 2

DN UP DNUP

DN UP

DN

UP

DN

A/C Shaft

A/C ShaftA/C Shaft

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:0

P M

GI105

FIFTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

FIFTH FLOOR LIFE SAFETY PLAN

L E G E N D

DN

UP

A/C Shaft

A/C Shaft

A/C Shaft

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:1

P M

GI106

SIXTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

SIXTH FLOOR LIFE SAFETY PLAN

L E G E N D

UP

DN

UP

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A/C Shaft

A/C Shaft

A/C Shaft

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:2

P M

GI107

SEVENTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

SEVENTH FLOOR LIFE SAFETY PLAN

L E G E N D

DN UP DNUP

DN UP

DN

A/C Shaft A/C Shaft

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:3

P M

GI108

EIGHTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

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

EIGHTH FLOOR PLAN

L E G E N D

** 8TH FLOOR SCOPE IS INCLUDED UNDER PROJECT ALTERNATE NUMBER 1

DN DN

A/C ShaftA/C Shaft

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

EX EXIT

EXIT STAIR OR PASSAGEWAY

REMOTE POINT

30 MINUTE SMOKE BARRIER

NOT IN SCOPE

PATH OF EGRESS

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED DURING CONSTRUCTION. CORRIDORS CLOSED FOR CONSTRUCTION SHALL NOT IMPEDE EGRESS IN CASE OF EMERGENCY. REFER TO GI002

FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL DISTANCE REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:4

P M

GI109

NINTH FLOOR LIFE SAFETY PLAN

07/02/21 PQ DB

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

NINTH FLOOR LIFE SAFETY PLAN

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

L E G E N D

UP

DN DN

DN

UP

UP

UP

UP

DN

UP

UP

DN

DN

DN

DN DN

UPDN UP

DN

DN UP

DN

UP

DN

DN

1 1

3 33

3 3 3

Corridor A1001

1B

1A

1C

1D

1E1F

1G

1H

Corridor C*1*7

Corridor C*1*8

Corridor C*1*1

Corridor C*1*9

Corridor C1*1*14

Corridor C*1*5

Corridor C*1*10

Corridor C101

WAITING

C103

8 8

1J

EXISTING EXPANSION JOINT TO BE REMOVED

AREA NOT IN SCOPE

2I

EXPANSION JOINT TAG. REFER TO

SCHEDULE ON AE701

A. WALL- AND CEILING-MOUNTED ITEMS TO BE REMOVED AND REPLACED BY THE CONTRACTOR: CONVEX MIRRORS, CEILING HUNG SIGNS. EXISTING EMERGENCY EXIT SIGNS SHALL REMAIN AND BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. VA WILL COORDINATE REMOVAL OF EXISTING ARTWORK. CONTRACTOR SHALL NOTIFY THE VA THREE WEEKS AHEAD OF CONSTRUCTION WORK IN EACH AREA IN ORDER FOR VA COORDINATE ARTWORK REMOVAL.

C. WALL-MOUNTED ITEMS TO REMAIN: WAYFINDING, HORN STROBES, FIRE ALARM DEVICES, AIR PRESSURE

SENSORS, BAROMETERS, NURSE CALL BUTTONS, ROOM INDICATOR LIGHTS, ROOM SIGNS AND

THERMOSTATS. PROTECT DURING ALL PHASES OF CONSTRUCTION.

D. EXISTING WALLS AND CONCRETE SLAB SHALL BE PATCHED AND REPAIRED AFTER EXPANSION JOINT REMOVAL. SLAB TO RECEIVE NEW FLOORING FINISH OR NEW EXPANSION JOINT, TYPICAL ALL FLOORS. REFER

TO AD101 FOR DEMOLITION DETAILS.

E. SEE GI001 FOR INFECTION CONTROL REQUIREMENTS IN EACH SPACE.

REMOVE EXISTING

EXPANSION JOINT COVER

PATCH AND REPAIR EXISTING

ADJACENT GYP BOARD TO RECEIVE

NEW FINISH / EXPANSION JOINT

COVER

INSPECT EXISTING FIRE

SAFING. REMOVE AND REPLACE

IF GAPS OR HOLES ARE SEEN

IN EXISTING CONSTRUCTION

EXISTING METAL

FRAMING TO

REMAIN

+/- 2"

EXISTING

FLOORING

EXISTING

FLOORING

INSPECT EXISTING FIRE

SAFING. REMOVE & REPLACE

IF GAPS OR HOLES ARE SEEN IN

EXISTING CONSTRUCTION

REMOVE COVER PLATE

REMOVE

COMPRESSIBLE

FILLER

REMOVE EXPANSION

ANCHORS. PATCH AND

PREPARE EXISTING

CONCRETE SLAB TO

RECEIVE NEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:0

P M

AD101

FIRST FLOOR DEMOLITION PLAN

07/02/21 PQ DB

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

FIRST FLOOR DEMOLITION PLAN

1 REMOVE EXISTING FLOOR EXPANSION JOINT COVER AND WALL EXPANSION JOINT COVER. INSPECT ALL FIRESAFING ASSOCIATED WITH EXPANSION JOINT AND REPLACE AS NECESSARY. SEE AE701 FOR

EXPANSION JOINT SCHEDULE AND DETAILS.

2 REMOVE EXISTING FLOORING TO EDGES OF SCOPE OF WORK AND CENTERLINE OF DOOR. REMOVE EXISTING WALL BASE, CEILING TILES AND GRID. PREPARE TO RECEIVE NEW FINISHES. SEE NEW WORK

PLANS.

3 REMOVE EXISTING ACOUSTIC CEILING TILES AND GRID. CONTRACTOR SHALL COORDINATE

REINSTALLATION OF EXISTING LIGHT FIXTURES, EQUIPMENT, AND ALL OTHER ITEMS. DO NOT DISCONNECT

FIXTURES/EQUIPMENT WHEREVER POSSIBLE.

4 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO INSTALL FRT BLOCKING FOR NEW HANDRAIL

INSTALLATION. REFER TO 1/AE702 FOR DETAIL.

5 LEVEL EXISTING CONCRETE SLABS AND FEATHER EACH SLAB. PREPARE FOR NEW EXPANSION JOINT.

6 REMOVE EXISTING CARPET, WALL BASE, AND ADHESIVES FROM EXISTING FLOOR SLAB. PREPARE SLAB

FOR NEW FINISHES.

7 EXISTING WALL TILE TO REMAIN.

8 EXISTING GYPSUM BOARD SOFFIT ABOVE TO REMAIN.

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

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

L E G E N D

6" = 1'-0"AD101

2 EXP. JOINT WALL - DEMO

6" = 1'-0"AD101

3 EXP. JOINT FLOOR - DEMO

DN

DN

DN

UP

DN

UP

UP

DN UP DN

DN UP

UP

DN

UP

UP

A/C Shaft

A/C Shaft

A/C Shaft

2 2

3 3

2E

2D

2I

2N

2A

2C 2B

Corridor C*2*9

Corridor C*2*8

Corridor C*2*9

Corridor C*2*6

Corridor C*2*6Corridor

C*2*1

Corridor C*2*1

Corridor C*2*5

Corridor C*2*2

Corridor C*2*2

Corridor C*2*4

Corridor C*2*3

Corridor C*2*7

EXISTING EXPANSION JOINT TO BE REMOVED

AREA NOT IN SCOPE

2I

EXPANSION JOINT TAG. REFER TO

SCHEDULE ON AE701

A. WALL- AND CEILING-MOUNTED ITEMS TO BE REMOVED AND REPLACED BY THE CONTRACTOR: CONVEX MIRRORS, CEILING HUNG SIGNS. EXISTING EMERGENCY EXIT SIGNS SHALL REMAIN AND BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. VA WILL COORDINATE REMOVAL OF EXISTING ARTWORK. CONTRACTOR SHALL NOTIFY THE VA THREE WEEKS AHEAD OF CONSTRUCTION WORK IN EACH AREA IN ORDER FOR VA COORDINATE ARTWORK REMOVAL.

C. WALL-MOUNTED ITEMS TO REMAIN: WAYFINDING, HORN STROBES, FIRE ALARM DEVICES, AIR PRESSURE

SENSORS, BAROMETERS, NURSE CALL BUTTONS, ROOM INDICATOR LIGHTS, ROOM SIGNS AND

THERMOSTATS. PROTECT DURING ALL PHASES OF CONSTRUCTION.

D. EXISTING WALLS AND CONCRETE SLAB SHALL BE PATCHED AND REPAIRED AFTER EXPANSION JOINT REMOVAL. SLAB TO RECEIVE NEW FLOORING FINISH OR NEW EXPANSION JOINT, TYPICAL ALL FLOORS. REFER

TO AD101 FOR DEMOLITION DETAILS.

E. SEE GI001 FOR INFECTION CONTROL REQUIREMENTS IN EACH SPACE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:2

P M

AD102

SECOND FLOOR DEMOLITION PLAN

07/02/21 PQ DB

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

SECOND FLOOR DEMOLITION PLAN

1 REMOVE EXISTING FLOOR EXPANSION JOINT COVER AND WALL EXPANSION JOINT COVER. INSPECT ALL FIRESAFING ASSOCIATED WITH EXPANSION JOINT AND REPLACE AS NECESSARY. SEE AE701 FOR

EXPANSION JOINT SCHEDULE AND DETAILS.

2 REMOVE EXISTING FLOORING TO EDGES OF SCOPE OF WORK AND CENTERLINE OF DOOR. REMOVE EXISTING WALL BASE, CEILING TILES AND GRID. PREPARE TO RECEIVE NEW FINISHES. SEE NEW WORK

PLANS.

3 REMOVE EXISTING ACOUSTIC CEILING TILES AND GRID. CONTRACTOR SHALL COORDINATE

REINSTALLATION OF EXISTING LIGHT FIXTURES, EQUIPMENT, AND ALL OTHER ITEMS. DO NOT DISCONNECT

FIXTURES/EQUIPMENT WHEREVER POSSIBLE.

4 EXISTING GYPSUM BOARD SOFFIT ABOVE TO REMAIN.

5 EXISTING LOBBY NOT IN SCOPE OF WORK.

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

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

L E G E N D

UP

UP

UP

UP

UP

UP

UP

DN

DN

DN

DNUP

DN UP

DN

UP

UPDN

DN

A/C Shaft A/C Shaft

A/C Shaft

4 4

5 5 5

3C

3A

3B

3N

3Q

Corridor A304

Corridor C*3*1

Corridor C*3*3

Corridor C*3*4

Corridor C*3*6

Corridor C3*0*8

Corridor C*3*5

Corridor C*3*1

Work Area B322A

Adm. Asst.

A324

CORRIDOR

A311

EXISTING EXPANSION JOINT TO BE REMOVED

AREA NOT IN SCOPE

2I

EXPANSION JOINT TAG. REFER TO

SCHEDULE ON AE701

A. WALL- AND CEILING-MOUNTED ITEMS TO BE REMOVED AND REPLACED BY THE CONTRACTOR: CONVEX MIRRORS, CEILING HUNG SIGNS. EXISTING EMERGENCY EXIT SIGNS SHALL REMAIN AND BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. VA WILL COORDINATE REMOVAL OF EXISTING ARTWORK. CONTRACTOR SHALL NOTIFY THE VA THREE WEEKS AHEAD OF CONSTRUCTION WORK IN EACH AREA IN ORDER FOR VA COORDINATE ARTWORK REMOVAL.

C. WALL-MOUNTED ITEMS TO REMAIN: WAYFINDING, HORN STROBES, FIRE ALARM DEVICES, AIR PRESSURE

SENSORS, BAROMETERS, NURSE CALL BUTTONS, ROOM INDICATOR LIGHTS, ROOM SIGNS AND

THERMOSTATS. PROTECT DURING ALL PHASES OF CONSTRUCTION.

D. EXISTING WALLS AND CONCRETE SLAB SHALL BE PATCHED AND REPAIRED AFTER EXPANSION JOINT REMOVAL. SLAB TO RECEIVE NEW FLOORING FINISH OR NEW EXPANSION JOINT, TYPICAL ALL FLOORS. REFER

TO AD101 FOR DEMOLITION DETAILS.

E. SEE GI001 FOR INFECTION CONTROL REQUIREMENTS IN EACH SPACE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:5

P M

AD103

THIRD FLOOR DEMOLITION PLAN

07/02/21 PQ DB

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

THIRD FLOOR DEMOLITION PLAN

1 VA SHALL REMOVE EXISTING WALL-MOUNTED ARTWORK. CONTRACTOR COORDINATE REMOVAL AND

STORAGE WITH VA. SEE NEW WORK PLAN FOR EXTENT OF NEW WALL FINISH.

2 REMOVE EXISTING FLOOR EXPANSION JOINT COVER AND WALL EXPANSION JOINT COVER. INSPECT ALL FIRESAFING ASSOCIATED WITH EXPANSION JOINT AND REPLACE AS NECESSARY. SEE AE701 FOR

EXPANSION JOINT SCHEDULE AND DETAILS.

3 REMOVE EXISTING ACOUSTIC CEILING TILES AND GRID. CONTRACTOR SHALL COORDINATE

REINSTALLATION OF EXISTING LIGHT FIXTURES, EQUIPMENT, AND ALL OTHER ITEMS. DO NOT DISCONNECT

FIXTURES/EQUIPMENT WHEREVER POSSIBLE.

4 REMOVE EXISTING FLOORING TO EDGES OF SCOPE OF WORK AND CENTERLINE OF DOOR. REMOVE EXISTING WALL BASE, CEILING TILES AND GRID. PREPARE TO RECEIVE NEW FINISHES. SEE NEW WORK

PLANS.

5 REMOVE EXISTING CARPET, WALL BASE, AND ADHESIVES FROM EXISTING FLOOR SLAB. PREPARE SLAB

FOR NEW FINISHES.

6 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO INSTALL FRT BLOCKING FOR NEW HANDRAIL

INSTALLATION. REFER TO 1/AE702 FOR DETAIL.

7 REMOVE EXISTING WALL COVERING - PREPARE EXISTING WALL FOR NEW FINISH.

8 EXISTING STAINLESS STEEL WALL PANELS TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.

9 EXISTING WALL STORAGE TO REMAIN.

10 EXISTING GYPSUM BOARD SOFFIT ABOVE TO REMAIN.

11 REMOVE WALL TILE. PATCH AND REPAIR EXISTING GYPSUM BOARD TO LIKE NEW CONDITION.

12 REMOVE FRP WALL PROTECTION - REPAIR ADJACENT GYPSUM BOARD TO RECEIVE NEW FINISH.

13 REMOVE FRP WALL PROTECTION AROUND EXISTING DRINKING FOUNTAIN - REPAIR ADJACENT GYPSUM

BOARD TO RECEIVE NEW FINISH.

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

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

L E G E N D

UP DNUP

DN

UP

DN

UP

UP

DN

A/C ShaftA/C Shaft

A/C Shaft

A/C ShaftA/C Shaft

A/C Shaft

2 2

4B

4 4

Corridor C*4*2

Corridor C*4*3

Corridor C*4*2

Corridor C*4*4

Corridor C*4*1

Corridor C*4*6

Corridor C*4*1

EXISTING EXPANSION JOINT TO BE REMOVED

AREA NOT IN SCOPE

2I

EXPANSION JOINT TAG. REFER TO

SCHEDULE ON AE701

A. WALL- AND CEILING-MOUNTED ITEMS TO BE REMOVED AND REPLACED BY THE CONTRACTOR: CONVEX MIRRORS, CEILING HUNG SIGNS. EXISTING EMERGENCY EXIT SIGNS SHALL REMAIN AND BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. VA WILL COORDINATE REMOVAL OF EXISTING ARTWORK. CONTRACTOR SHALL NOTIFY THE VA THREE WEEKS AHEAD OF CONSTRUCTION WORK IN EACH AREA IN ORDER FOR VA COORDINATE ARTWORK REMOVAL.

C. WALL-MOUNTED ITEMS TO REMAIN: WAYFINDING, HORN STROBES, FIRE ALARM DEVICES, AIR PRESSURE

SENSORS, BAROMETERS, NURSE CALL BUTTONS, ROOM INDICATOR LIGHTS, ROOM SIGNS AND

THERMOSTATS. PROTECT DURING ALL PHASES OF CONSTRUCTION.

D. EXISTING WALLS AND CONCRETE SLAB SHALL BE PATCHED AND REPAIRED AFTER EXPANSION JOINT REMOVAL. SLAB TO RECEIVE NEW FLOORING FINISH OR NEW EXPANSION JOINT, TYPICAL ALL FLOORS. REFER

TO AD101 FOR DEMOLITION DETAILS.

E. SEE GI001 FOR INFECTION CONTROL REQUIREMENTS IN EACH SPACE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION / BID

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

FFE Inc 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE EXPANSION

JOINTS

CINCINNATI, OH

539-21-106

FULLY SPRINKLED

C U s e rs

\d a n ff

\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

E x p a n s io n J o in ts B d a n

.b e rg e rC L

J .r v t

/2

/2

:4

:0

P M

AD104

FOURTH FLOOR DEMOLITION PLAN

07/02/21 PQ DB

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

FOURTH FLOOR DEMOLITION PLAN

1 REMOVE EXISTING FLOOR EXPANSION JOINT COVER AND WALL EXPANSION JOINT COVER. INSPECT ALL FIRESAFING ASSOCIATED WITH EXPANSION JOINT AND REPLACE AS NECESSARY. SEE AE701 FOR

EXPANSION JOINT SCHEDULE AND DETAILS.

2 REMOVE EXISTING FLOORING TO EDGES OF SCOPE OF WORK AND CENTERLINE OF DOOR. REMOVE EXISTING WALL BASE, CEILING TILES AND GRID. PREPARE TO RECEIVE NEW FINISHES. SEE NEW WORK

PLANS.

3 REMOVE EXISTING WALL COVERING - PREPARE EXISTING WALL FOR NEW FINISH.

4 EXISTING WALL PROTECTION PANELS TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.

5 EXISTING WALL TILE TO REMAIN.

6 EXISTING GYPSUM BOARD SOFFIT ABOVE TO REMAIN.

7 REMOVE EXISTING FRP WALL PROTECTION.

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

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

L E G E N D

** 4TH FLOOR SCOPE IS INCLUDED UNDER PROJECT ALTERNATE NUMBER 2

DN

UP

DN

A/C Shaft

A/C ShaftA/C Shaft

2 2

5B

Corridor C*5*5

Waiting Area A550

Corridor C*5*2

Corridor C*5*4

Corridor C*5*1

Corridor C*5*1

5D

EXISTING EXPANSION JOINT TO BE REMOVED

AREA NOT IN SCOPE

2I

EXPANSION JOINT TAG. REFER TO

SCHEDULE ON AE701

A. WALL- AND CEILING-MOUNTED ITEMS TO BE REMOVED AND REPLACED BY THE CONTRACTOR: CONVEX MIRRORS, CEILING HUNG SIGNS. EXISTING EMERGENCY EXIT SIGNS SHALL REMAIN AND BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. VA WILL COORDINATE REMOVAL OF EXISTING ARTWORK. CONTRACTOR SHALL NOTIFY THE VA THREE WEEKS AHEAD OF CONSTRUCTION WORK IN EACH AREA IN ORDER FOR VA COORDINATE ARTWORK REMOVAL.

C. WALL-MOUNTED ITEMS TO REMAIN: WAYFINDING, HORN STROBES, FIRE ALARM DEVICES, AIR PRESSURE

SENSORS, BAROMETERS, NURSE CALL BUTTONS, ROOM INDICATOR LIGHTS, ROOM SIGNS AND

THERMOSTATS. PROTECT DURING ALL PHASES OF CONSTRUCTION.

D. EXISTING WALLS AND CONCRETE SLAB SHALL BE PATCHED AND REPAIRED AFTER EXPANSION JOINT REMOVAL. SLAB TO RECEIVE NEW FLOORING FINISH OR NEW EXPANSION JOINT, TYPICAL ALL FLOORS. REFER

TO AD101 FOR DEMOLITION DETAILS.

E. SEE GI001 FOR INFECTION CONTROL REQUIREMENTS IN EACH SPACE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA…