S02 - Attachment 2 - Drawings SPS AHU.pdf

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 AND C.O.R.

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 WEATHERTIGHT 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. 48 HOURS BEFORE 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 THE 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 VA'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 GRINDING, 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. THE WEIGHT AND COST OF DISPOSAL FOR ALL CONTROLLED SUBSTANCES SUCH AS LEAD AND ASBESTOS SHALL BE TRACKED AND REPORTED. THE GENERAL CONTRACTOR SHALL NOT USE THE VA

TRASH COMPACTOR.

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. USE ONE FIRE STOPPING SYSTEM FOR ALL SUB-CONTRACTORS.

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

PROJECT EXTENT

*** 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 GENERAL 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 GENERAL 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 OPPURTUNITIES 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 GENERAL 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.

15. NO PARKING ON VA CAMPUS.

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

PS

A H

U (2

1)

_p at ric k.

qu in nF

BN

EU

.rv t 7/

/2

5:

:1

PM

GI000

COVER SHEET AND SHEET INDEX

06/29/2021 PQ DB

D R A W I N G I N D E X ROBLEY REX VAMC

REPLACE SPS AIR HANDLER

DEPARTMENT OF VETERANS AFFAIRS

603-20-201

800 ZORN AVE.

LOUISVILLE, KY 40206

VICINITY MAP SITE LOCATION MAPSITE MAP NTSNTS

Sheet # Sheet Name

GENERAL

GI000 COVER SHEET AND SHEET INDEX

GI001 LIFE SAFETY PLAN, SYMBOLS, AND ABBREVIATIONS

GI002 SITE ACCESS PLAN AND MOBILE TRAILER PLAN

STRUCTURAL

S101 STRUCTURAL DEMOLITION AND NEW WORK

ARCHITECTURAL

AS101 ARCHITECTURAL SITE PLAN, MOBILE TRAILER DRAWINGS

AD101 BASEMENT DEMOLITION PLAN

AD141 DEMOLITON REFLECTED CEILING PLAN

AE101 BASEMENT FLOOR PLAN

AE141 REFLECTED CEILING PLAN

AE202 TEMPORARY PLATFORM, RAMP SECTIONS, AND DETAILS

AE501 PLAN DETAILS AND DOOR SCHEDULE

FIRE PROTECTION

FX101 FIRE PROTECTION PLAN

PLUMBING

PL101 SPS TRAILER TEMPORARY PLUMBING PLAN

MECHANICAL

M001 MECHANICAL LEGEND SHEET

MD100 MECHANICAL DEMOLITION PLAN - SUB-BASEMENT

MD101 MECHANICAL DEMOLITION PLAN - BASEMENT

MD102 MECHANICAL DEMOLITION PLAN - ROOF

MH100 MECHANICAL PLAN - SUB-BASEMENT

MH101 MECHANICAL PLAN - BASEMENT

MH102 MECHANICAL PLAN - ROOF

MH301 MECHANICAL SECTIONS

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH503 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MH602 MECHANICAL SCHEDULES

MH603 MECHANICAL SCHEDULES

MI501 CONTROLS AND INSTRUMENTATION

ELECTRICAL

E001 LEGEND

ED101 BASEMENT DEMOLITION PLAN

EL101 BASEMENT LIGHTING PLAN

EP100 ELECTRICAL SITE PLAN

EP101 BASEMENT & SUB-BASEMENT POWER AND TECHNOLOGY

PLAN

EP102 ELECTRICAL TEMPORARY TRAILER PLAN

EP001 BASEMENT & FIRST FLOOR PLAN - BLDG.19

EP401 ROOF POWER PLAN

E500 SCHEDULES

1616637 Exp:12/31/2021

PATRICK R. QUINN

Revisions: Date:

100% BID DOCUMENTS 07/13/2021

3/4" MP

3/ 4"

M P

3/ 4"

M P

3/ 4"

M P3/ 4"

M P

3/ 4"

M P

1-1/4" MP

3/4" MP

3/4" MP

UP DOWN

UP

UP

UP

UP

UP

UP

UP

UP

AM

C

INSTRUMENT

PREP ROOM

B-039

LOGISTICS

CLEAN SUPPLY

STORAGE

A-019b

WAREHOUSE

A023

BREAKDOWN

AREA

A023C

MATERIAL

MANAGEMENT

STORAGE

A-019

DECONTAMINATION

ROOM

A-018

201'<300'

203'<300'

CART WASH

A-018b

EQUIP

A-019a

PROJECT

EXTENTS

NOTE: STORAGE OCCUPANCY AT 1 OCCUPANT PER 100 SF

IS LESS THAN 50 OCCUPANTS. DOORS SWINGING IN DIRECTION

OF EGRESS IS NOT REQUIRED.

L I F E S A F E T Y L E G E N D

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

HORIZONTAL EXIT PASSAGEWAYHE

EX EXIT

EP EXIT PASSAGEWAY

HAZARDOUS

ROOM

EXIT STAIR OR PASSAGEWAY

EXIT SIGN

FIRE EXTINGUISHER

PROJECT LIMITS

30 MINUTE SMOKE BARRIER

PATH OF TRAVEL

C1

10'-0"AFF

A101

SIM

A101

SIM

A101

SIM

A101

SIM

ABBREVIATIONS

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

SYMBOLS

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

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GI001

LIFE SAFETY PLAN, SYMBOLS,

AND ABBREVIATIONS

06/29/2021 PQ DB

1" = 20'-0"1 BASEMENT LIFE SAFETY PLAN

N.T.S.Scale:

KEY PLAN

1616637 Exp:12/31/2021

PATRICK R. QUINN

C xx xx x x

AS101

GI002

BUILDING 1

BUILDING 19

LOT 15

LOT 14

LOT 13

LOT 1E

LOT 1F

LOT 2

LOT 2A

LOT 2B

LOT 16

LOT 16

ON

P

5'

0" 5'

0"

(3) NEW BOLLARDS

AROUND NEW CHILLER.

REFER TO 5/AE202 FOR

DETAIL

GI0024

EXISTING

BOLLARDS TO

REMAIN

EXTEND EXISTING

CONCRETE PAD. REFER

TO 3/S101

V.I.F.

5' - 0"

CL

CL

DN

DN

DN

DN

ON

P

EXISTING

BOLLARDS TO

REMAIN

REMOVE TWO

EXISTING

BOLLARDS

DN

DN

DN

DN

BASEMENT

513' - 6"

11 12 13 14

(3) NEW BOLLARDS AROUND

NEW CHILLER. REFER TO

5/AE202 FOR DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

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GI002

SITE ACCESS PLAN AND MOBILE

TRAILER PLAN

06/29/2021 PQ DB

1" = 30'-0"1 CIVIL SITE PLAN

1/8" = 1'-0"3 EXTERIOR SITE PLAN - NEW WORK

1/8" = 1'-0"2 EXTERIOR SITE PLAN - DEMOLITION

1/8" = 1'-0"4 ELEVATION - COOLING TOWER AND AIR HANDLER

1616637 Exp:12/31/2021

PATRICK R. QUINN

REMOVE UPPER PORTION OF

PLATFORM AND ASSOCIATED

FRAMING

LOWER PORTION OF PLATFORM

TO REMAIN

S101

(E) HSS4X4 (TYP. 6 PLACES)

(E) W4X4 W/ L1-1/2X1-1/2

(2 PLACES)

REMOVE UPPER PORTION

OF PLATFORM AND

ASSOCIATED FRAMING

LOWER PORTION OF

PLATFORM AND ASSOCIATED

FRAMING TO REMAIN

(E

H S

S X

(E

H S

S X

(E

H S

S X

(E) W4X4

(E) W4X4 (E) W4X4

LOWER PLATFORM TO REMAIN

STAIRS TO

REMAIN

9' - 3" +/- 4' - 0" *

NEWEXISTING

13' - 3" *

* SIZE OF PAD SUBJECT TO REVIEW AND REVISION PER

CONTRACTOR PROVIDED SHOP DRAWINGS OF CH-1.

EXISTING CONCRETE

AROUND EXISTING

PAD

#4 @ 12" O.C.

6" CONC. SLAB W/

TURN DOWN EDGE

EX. PAD

9' - 3" +/-

E X

P

A D

DEMOLITION

REMOVE BOLLARD

- SEE GI003

SAWCUT AND REMOVE

EX. CONCRETE

4' - 0"

EX. JOINT

EX. JOINT

EX. BOLLARD TO REMAIN

EX. PAD TO REMAIN

4" TYP.

EPOXY GROUT

(TYP.)

PROVIDE AN EXPANSION JOINT

AROUND NEW PAD (3 SIDES)

S101

NEW WORK

S101

COORDINATE DIMENSIONS W/ EQUIPMENT SUPPLIER

EQUIPMENT

3/4" CHAMFER

/2

C L R

#4 BENT DOWELS W/ 3"

EMBED INTO FLOOR SLAB

AND 12" O.C. MAX. AROUND

PERIMETER

#4 BARS @

12" O.C., E.W.

TYP.

6"

EXISTING

CONCRETE SOG

NOTE:

1. SEE SHEET MH100 FOR PAD LOCATIONS IN SUB-BASEMENT.

NOTES:

1. ALL CONCRETE WORK SHALL CONFORM TO THE MOST RECENT EDITION

OF ACI301 & ACI318-05 CODE REQUIREMENTS AND DETAILING STANDARDS.

2. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

3. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL AREAS EXPOSED

TO WEATHER, FROST IN SOIL, OR FREEZE THAW CYCLES.

4. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE

STRENGTHS AT 28 DAYS (F`c) = 4000 psi UNLESS NOTED OTHERWISE.

5. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE ACI CODE SP-66.

6. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT

CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR

MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE".

4"

#4 @ 12" O.C.

W/ EPOXY GROUT

C L

4' - 0"

#4 CONT.

GRANULAR FILL

EX. PAD ON CONC.

6" 6"

#4 @12" O.C. (TYP.)

ROUGHEN AND APPLY

BONDING AGENT

EXPANSION JOINT

(TYP. 3 SIDES)

NEW BOLLARD - SEE

DETAIL ON AE202. SEE

GI003 FOR LOCATIONS

EXIST. CONC.

EQ. EQ.

GALZ. STEEL CURB

3/8" x 3-3/4" LONG EXPANSION

ANCHOR W/ 2-1/2" EMBEDMENT.

(SPACING: 2'-0" O.C. LONG SIDE,

1'-0" O.C. SHORT SIDE)

NOTE:

1. EQUIPMENT WEIGHT AND SIZE VARIES BASED ON SELECTION.

CONFIRM SPACING AND SIZE OF BOLT IS ADEQUATE WITH

STRUCTURAL ENGINEER BEFORE INSTALLING EQUIPMENT

BASE.

2. THIS DETAIL IS FOR AHU-43-E. SEE MECHANICAL DRAWINGS

FOR LOCATION.

3. REFERENCE DETAIL 4/AE202 FOR ARCHITECTURAL

INFORMATION.

EXISTING CONC. ROOF

#4 @ 12" O.C.

C L

.#4 CONT.

GRANULAR FILL

6" 6"

EXPANSION JOINT

(TYP. 3 SIDES)

EXIST. CONC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

ROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER

ARCHITECT/ENGINEER OF RECORDCONSULTANT

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E

L o u is v ill e

R e p la c e

S P

S A

H U c a rt e r.

d a n ie l0

.r v t

/2

/2

:3

:2

P

M

S101

STRUCTURAL DEMOLITION AND

NEW WORK

06/29/2021 PM CL

1/4" = 1'-0"

PLATFORM FRAMING PLAN - DEMOLTION

1/4" = 1'-0"

SECTION

1/4" = 1'-0"

EQUIPMENT PAD EXTENTION DETAIL

3/4" = 1'-0"

CONCRETE PAD DETAIL

1/2" = 1'-0"

SECTION

3/4" = 1'-0"

EQUIPMENT BASE DETAIL

1/2" = 1'-0"

SECTION

05/19/2021

100% BID DOCUMENTS 06/29/2021

UP

UP

UP

UP

WP/GF

08 08 08 08

06 06

10 10

6' - 2"

5'

1/

2"

6' - 1 1/2" 30' - 0" 5' - 0" 5' - 5 1/2"

6'

1/

2"

5'

0" 5'

0"

AE202

AE202

NOTE: MOBILE SPS TRAILER PROVIDED BY

OWNER, TRAILER AND

EQUIPMENT INSTALLED BY STERIS.

GC RESPONSIBLE FOR UTILITY HOOKUP,

ACCESS PLATFORM, AND STAIRS.

TEMPORARY

PREMANUFACTURED

MODULAR RAMP AND

PLATFORM PROVIDED AND

REMOVED BY G.C.

4'

1/

2"

4' - 7"

+44"

+44"

1:20 SLOPE

1:20 SLOPE

DESIGN BASIS:

EZ ACCESS TITAN

SYSTEM

COVERING OVER THE

WALKWAY, RAMP AND

CONNECTOR FROM THE

HOSPITAL ENTRANCE TO

THE MOBILE TRAILER

ENTRANCES. REFER TO

GENERAL NOTE A.

COVERING OVER THE

WALKWAY, RAMP AND

CONNECTOR FROM THE

HOSPITAL ENTRANCE TO

THE MOBILE TRAILER

ENTRANCES. REFER TO

GENERAL NOTE A.

46' - 7"

5'

1/

2"

AE202

TEMPORARY

PREMANUFACTURED

MODULAR RAMP AND

PLATFORM PROVIDED AND

REMOVED BY G.C.

TEMPORARY PREMANUFACTURED

MODULAR STAIRS AND

PLATFORM PROVIDED AND

REMOVED BY G.C.

R

AI

LI

N

G

3'

0"

PL

AT

FO

R

M

3'

6"

COVERING OVER THE

WALKWAY, RAMP AND

CONNECTOR FROM THE

HOSPITAL ENTRANCE TO

THE MOBILE TRAILER

ENTRANCES. REFER TO

GENERAL NOTE A.

46' - 7"

53' - 0" 59' - 7 1/2"

3' - 2" 3' - 6"9' - 9"43' - 3"

AE202 TEMPORARY MOBILE SPS TRAILER, BY G.C.

TEMPORARY

PREMANUFACTURED

MODULAR STAIRS AND

PLATFORM PROVIDED AND

REMOVED BY G.C.

3'

6"

MOBILE SPS EQUIPMENT SCHEDULE

TAG QTY

TAG QTY

EQUIPMENT

EQUIPMENT

01 1

12 2

STERIS CLEAN UP SINK - 3 WELL / 120" LONG

AMSCO EAGLE POWER ELECTRIC STEAM GENERATOR - 75 W

02 1

13 1

CAVIWAVE PRO 17W ULTRASONIC CLEANER - WASH/RINSE/17 GALLON

AMERIWATER HEALTHCARE WATER TREATMENT SYSTEM

03 1

14 1

ACU-HOLD SYSTEM - WALL MOUNTED / 2 CONTAINER

STERIS BLOW-DOWN SEPARATOR KIT WITH CHROMALOX TANK

04 2

15 1

ERGOTRON LX WALL MOUNT SYSTEM WITH 23" MONITOR

EMERGENCY EXIT STAIRS AND PLATFORM

05 2

16 2

RELIANCE VISION SINGLE-CHAMBER WASHER / DISINFECTOR - DOUBLE

DOOR / ELECTRIC HEAT

HAND WASH SINK WITH EYE WASH

06 4

17 1

RELIANCE TRANSFER CART WITH RELIANCE 3 LEVEL MANIFOLD RACK

DECONTAMINATION ROOM HVAC SYSTEM

07 1

18 1

AMSCO PASS-THRU WINDOW WITH SET-DOWN COUNTER - MODULAR WALL

STERILIZER CUBE HVAC SYSTEM

08 4

19 1

STERIS ULTRA FRAME DELUXE SINGLE PREP AND PACK WORKSTATION -

30" X 60"

STERILE ROOM HVAC SYSTEM

09 1 AMSCO V-PRO MAX LOW TEMPERATURE STERILIZATION SYSTEM - SINGLE

DOOR/CABINET/SET OF 4 LOCKING CASTERS

10 2 AMSCO 400 MEDIUM STEAM STERILIZER - 26X37.5X36" (575L) / DOUBLE

LEFT-RIGHT HINGED DOORS/RECESSED 2 WALLS/ STEAM HEAT

11 4 LOADING CARE AND TRANSFER CARRIAGE - 36"

**MOBILE SPD EQUIPMENT BY STERIS, SHOWN FOR REFERENCE ONLY

0"

30' - 0"

MOBILE

SPS

TRAILER

HOSPITAL

ENTRANCE

AS101

AS101

AS101

(4) WATER-FILLED

PLASTIC BARRIERS

(6) WATER-FILLED

PLASTIC BARRIERS.

MAINTAIN EGRESS

FROM SIDEWALK

BUILDING 19

(70' X 30')MINIUMUM REQUIRED

FOOTPRINT FOR

STERIS TRAILER

PROVIDE

CONSTRUCTION

FENCE ON EITHER SIDE

OF WATER/SANITARY LINES.

REFER TO PL101

EXISTING CURB

EXISTING CONCRETE

RETAINING WALL

OVERHEAD

SERVICE DROP.

REFER TO ELECTRICAL

SHEETS

HOSPITAL

ENTRANCE

STONE

AND PLANTING

LANDSCAPED

AREA

7"

0"

16' - 1"

1/

2"

55' - 2"

/2

COVERING OVER THE WALKWAY,

RAMP AND CONNECTOR FROM THE

HOSPITAL ENTRANCE TO THE

MOBILE TRAILER ENTRANCES.

REFER TO GENERAL NOTE A.

5' - 0 1/2"

5'

0"

5' - 0"

5'

0"

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

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AS101

ARCHITECTURAL SITE PLAN,

MOBILE TRAILER DRAWINGS

06/29/2021 PQ DB

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

FIRST FLOOR - SPS TRAILER EQUIPMENT PLAN2

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

DRIVER SIDE ELEVATION3

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

PASSENGER SIDE ELEVATION4SCALE: 1/8" = 1'-0"

TRAILER SITE PLAN1

X

X

X

X

X

X

1616637 Exp:12/31/2021

PATRICK R. QUINN

Revisions: Date:

100% BID DOCUMENTS 07/13/2021

A. CONTRACTOR SHALL PROVIDE AND INSTALL A COVERING OVER THE WALKWAY,

RAMP AND CONNECTOR FROM THE HOSPITAL ENTRANCE TO THE MOBILE

TRAILER ENTRANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COVERING WHILE ON VA PROPERTY, TO INCLUDE THE MAINTENANCE AND

UPKEEP. THE COVERING SHALL ALLOW STAFF AND STERILIZATION CARTS TO

PASS FROM THE HOSPITAL TO THE TRAILER UNDER COVER AND PROTECTED

OVERHEAD FROM THE ELEMENTS. THE COVERING SHALL COVER THE ENTIRE

RAMP SO IT DOES NOT GET WET FROM OVERHEAD PRECIPITATION. THE

CONTRACTOR SHALL REMOVE THE COVERING AT THE COMPLETION OF THE

CONTRACT AND REPAIR ANY DAMAGE DONE FROM MOUNTING & SECURING

THE COVERING. EXISTING PAVING SHALL BE REPAIRED AND OR REPLACED AS

NEEDED TO RETURN TO "LIKE NEW" CONDITION. EXISTING EGRESS OUT OF THE

BUILDING SHALL BE MAINTAINED AND NOT INHIBITED BY NEW COVERING

CONSTRUCTION

B. CONTRACTOR SHALL PROVIDE FORK LIFT (GAS OR ELECTRIC) WITH CAPABILITY

OF LIFTING 1,000 LBS. 6’ EXTENDED FORKS REQUIRED. USED TO ASSIST WITH

LOADING AND UNLOADING OF MOBILE STERILIZATION TRAILER ROLLING

EQUIPMENT DURING DELIVERY.

C. CONTRACTOR SHALL PROVIDE LABOR SUPPORT TO ASSIST MOBILE

STERILIZATION TRAILER TEAM WITH LOADING AND UNLOADING OF MOBILE

STERILIZATION TRAILER EQUIPMENT.

D. CONTRACTOR SHALL PROVIDE (8) UNIT ANCHOR /TIE DOWNS AT 5,000LBS

TENSILE CAPACITY (2 EACH PER CORNER). LOCATIONS ARE FIELD SPECIFIC

AND SHALL BE PROVIDED BY OWNER AT TRAILER DELIVERY TIME. ANCHOR

POINTS TO BE LOCATED ON THE GROUND AT 30-45 DEGREES FROM THE UNIT

TIEDOWN POINTS.

E. CONTRACTOR SHALL MAKE ALL FINAL UTILITY CONNECTIONS TO GOVERNMENT

PROVIDED STERILIZATION TRAILER. INCLUDING INSTALLING A P-TRAP ON THE

SANITARY SEWER LINE.

F. CONTRACTOR SHALL PROVIDE AND INSTALL THREE (3) 8’X3’X1” ROAD PLATES

POSITIONED UNDER EACH LEVELING JACK BEFORE AND DURING DELIVERY OF

THE GOVERNMENT PROVIDED STERILIZATION TRAILER.

O

N

M

L

K

K.1

7 8 9 10 11 12 13 14

P

AE202

INSTRUMENT

PREP ROOM

B-039

LOGISTICS

CLEAN SUPPLY

STORAGE

A-019b

WAREHOUSE

A023

BREAKDOWN

AREA

A023C

MATERIAL

MANAGEMENT

STORAGE

A-019

DECONTAMINATION

ROOM

A-018

CART WASH

A-018bEQUIP

A-019a

BREAK ROOM

B-040

SPD OFFICE

B-039a

OFFICE

A023B

OFFICE

A023D

INCOMING

INSPECTION

A023E

STERILIZERS

B-039c

5 5 66

AREA FLOOR NOT IN SCOPE

AREA FLOOR NOT IN SCOPE

11 PHASE II

T1

4'

0"

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

PS

A H

U (2

1)

_p at ric k.

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PM

AD101

BASEMENT DEMOLITION PLAN

06/29/2021 PH CD

1/4" = 1'-0"1 BASEMENT DEMOLITION FLOOR PLAN

D E M O L I T I O N N O T E S

1 LOCATION OF NEW DOOR. SAW CUT WALL AS NECESSARY FOR INSTALLATION OF NEW DOOR

OPENING AND ASSOCIATED STRUCTURE. REFER TO DOOR DETAILS ON AE501.

2 REMOVE EXISTING WALL PROTECTION WHERE SHOWN AND SALVAGE FOR RE-INSTALLATION.

COORDINATE WITH NEW WORK FOR LOCATION OF NEW WALL PROTECTION.

3 DEMOLISH DOOR AND FRAME. COORDINATE INFILL WITH NEW WORK ON AE101.

4 DEMOLISH QUARRY TILE FLOORING AND ASSOCIATED GROUT. DEMOLISH ASSOCIATED QUARRY

TILE BASE. PREPARE FLOOR AND WALLS TO RECEIVE URETHANE FLOORING FINISH AND

ASSOCIATED BASE.

5 RE-LOCATE EXISTING STAINLESS STEEL SINK UNITS AND ASSOCIATED HARDWARE TO A

STORAGE LOCATION ON CAMPUS IN COORDINATION WITH THE C.O.R. DISCONNECT SUPPLY AND

CAP DRAIN AND VENT FOR DURATION OF NEW WORK. COORDINATE WITH NEW WORK FOR

RE-INSTALLATION IN PREVIOUS LOCATION.

6 RE-LOCATE EXISTING STERILIZER UNITS AND ASSOCIATED HARDWARE TO A STORAGE

LOCATION ON CAMPUS IN COORDINATION WITH THE C.O.R. DISCONNECT ASSOCIATED SUPPLY

AND DRAIN. COORDINATE WITH NEW WORK FOR RE-INSTALLATION IN PREVIOUS LOCATION.

7 RE-LOCATE EXISTING STAINLESS STEEL PASS-THROUGH TABLE AND ASSOCIATED HARDWARE

TO A STORAGE LOCATION ON CAMPUS IN COORDINATION WITH THE C.O.R. COORDINATE WITH

NEW WORK PLANS FOR RE-INSTALLATION IN PREVIOUS LOCATION.

8 PROTECT FLOOR DRAIN DURING CONSTRUCTION AND PROVIDE FLUSH TRANSITION AT

CONCLUSION OF WORK.

9 PROTECT DUMBWAITER ENTRY DOOR DURING NEW WORK. PROVIDE FLUSH STAINLESS STEEL

TRANSITION FROM NEW FLOORING LEVEL AT CONCLUSION OF WORK.

10 RE-LOCATE EXISTING STAINLESS STEEL CART WASH RAMP TO A STORAGE LOCATION ON

CAMPUS IN COORDINATION WITH THE C.O.R. COORDINATE WITH NEW WORK PLANS FOR

RE-INSTALLATION IN PREVIOUS LOCATION.

11 REMOVE 46" DOOR PANEL AND ASSOCIATED FRAME ACCORDING TO SCHEDULED DETAILS.

ENLARGE OPENING TO RECEIVE NEW DOOR AS SCHEDULED.

12 PROVIDE PREFABRICATED TEMPORARY CONSTRUCTION SMOKE PARTITION WALL TO

TERMINATE AT EXISTING CEILING - EXISTING CEILING SHALL REMAIN - SEE ICRA REQUIREMENTS IN SPECIFICATIONS FOR INSTRUCTIONS AT PARTITION AND DOOR - REMOVE AT COMPLETION OF

WORK - IF ADJACENT SURFACES ARE DISTURBED, CONTRACTOR SHALL PATCH AND REPAIR TO

MATCH EXISTING.

13 PROVIDE TEMPORARY SIGN - "CONSTRUCTION ZONE - AUTHORIZED PERSONNEL ONLY".

N.T.S.Scale:

KEY PLAN

A. PROTECT / REPAIR EXISTING WALLS DURING ENTIRETY OF CONSTRUCTION

B. SEE ELECTRICAL DRAWINGS FOR CEILING-MOUNTED ELECTRICAL ITEMS

C. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN IN THE

DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIOSN SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.

REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF

WORK.

D. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO

COMMENCING WORK. IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE

DISCOVERED, SUBMIT REQUEST FOR INFORMATION (RFI) TO THE VA C.O.R.

E. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED AND

NOT FOUND, SUBMIT REQUEST FOR INFORMATION TO THE VA C.O.R.

F. CONTRACTOR SHALL COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON NEW WORK DRAWINGS AND ACROSS ALL TRADES.

G. CONTRACTOR SHALL PROTECT ALL EXISTING TO REMAIN AND REPAIR

DAMAGED AREAS TO MATCH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

H. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES WITH C.O.R. TO

MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

J. CONTRACTOR SHALL MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM VA C.O.R. IF

EXISTING MEANS OF EGRESS MUST BE COMPROMISED.

K. COORDINATE ALL DEMOLITION / CONSTRUCTION DEBRIS PATH OF TRAVEL AND

INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE VA C.O.R. ALL DOORS THAT

LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER THE ILSM PLAN.

L. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH AND PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION

INSTRUCTIONS.

M. CONTRACTOR SHALL PROTECT ALL EXISTING VA FURNISHINGS AND

EQUIPMENT DURING CONSTRUCTION. VA FURNISHINGS AND EQUIPMENT IN

PHASE II WORK WILL REMAIN IN PLACE DURING CONSTRUCTION.

1616637 Exp:12/31/2021

PATRICK R. QUINN

OS

OS

OSOS

MM

MM

O

N

M

L

K

K.1

7 8 9 10 11 12 13 14 16

P

LOGISTICS

CLEAN SUPPLY

STORAGE

A-019b

INSTRUMENT

PREP ROOM

B-039

DECONTAMINATION

ROOM

A-018

MATERIAL

MANAGEMENT

STORAGE

A-019

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

SPD OFFICE

B-039a

WOMEN'S

SHOWER

B-041

MEN'S SHOWER

B-042

BREAK ROOM

B-040

VESTIBULE

B039

HOLDING

B-043

CART WASH

A-018b

EQUIP

A-019a

BREAKDOWN

AREA

A023C

OFFICE

A023B

WAREHOUSE

A023

OFFICE

A023DINCOMING

INSPECTION

A023E

TYP.

TYP.

1'

TYP.

1 1010

PHASE II

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

2' X 4' LIGHT FIXTURE TO BE REMOVED.

ACCESS PANEL

GYPSUM BOARD CEILING

ACOUSTIC TILE CEILING

HVAC SUPPLY

EXIT SIGN

HVAC RETURN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

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AD141

DEMOLITON REFLECTED CEILING

PLAN

06/29/2021 PQ DB

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

BASEMENT - DEMOLITION REFLECTED CEILING PLAN1

D E M O L I T I O N N O T E S

1 REMOVE EXISTING GYPSUM BOARD CEILING AND ASSOCIATED FRAMING MEMBERS.

2 NO WORK IN THIS AREA. PROTECT AREAS DURING ALL PHASES OF CONSTRUCTION.

3 REMOVE EXISTING ACT CEILING AND ASSOCIATED CONSTRUCTION.

4 REMOVE EXISTING LIGHT FIXTURE.

5 EXISTING ACCESS PANEL TO BE REMOVED.

6 REMOVE EXISTING GYPSUM BOARD CEILING AS REQUIRED FOR INSTALLATION OF NEW SUPPLY

AND RETURN DIFFUSERS.

7 CEILING EXPOSED TO STRUCTURE - NO WORK NEEDED

8 REMOVE EXISTING SUPPORT POLES, ESCUTCHEON PLATES, AND ELECTRICAL OUTLET,

9 EXISTING SANITATION EQUIPMENT TO REMAIN.

10 REMOVE EXISTING SLOPED METAL CEILING.

11 PROVIDE PREFABRICATED TEMPORARY CONSTRUCTION SMOKE PARTITION WALL TO

TERMINATE AT EXISTING CEILING - EXISTING CEILING SHALL REMAIN - SEE ICRA REQUIREMENTS IN SPECIFICATIONS FOR INSTRUCTIONS AT PARTITION AND DOOR - REMOVE AT COMPLETION OF

WORK - IF ADJACENT SURFACES ARE DISTURBED, CONTRACTOR SHALL PATCH AND REPAIR TO

MATCH EXISTING.

RCP LEGEND

A. PROTECT / REPAIR EXISTING WALLS DURING ENTIRETY OF CONSTRUCTION

B. SEE ELECTRICAL DRAWINGS FOR CEILING-MOUNTED ELECTRICAL ITEMS

N.T.S.Scale:

KEY PLAN

1616637 Exp:12/31/2021

PATRICK R. QUINN

M

L

K

K.1

7 8 9 10

11 12 13 14

P

AE202

6'

1"

INSTRUMENT

PREP ROOM

B-039

LOGISTICS

CLEAN SUPPLY

STORAGE

A-019b

MATERIAL

MANAGEMENT

STORAGE

A-019

DECONTAMINATION

ROOM

A-018

CART WASH

A-018bEQUIP

A-019a

BREAK ROOM

B-040

SPD OFFICE

B-039a

INCOMING

INSPECTION

A023E

STERILIZERS

B-039c

CART WASH

CORRIDOR

A-018C

± 5' - 5 1/2" 6

6'

1/ 2"

9'

2"

8 8

AREA FLOOR NOT IN SCOPE

AREA FLOOR NOT IN SCOPE

WAREHOUSE

A023

OFFICE

A023D

WAREHOUSE

A023

BREAKDOWN

AREA

A023C

OFFICE

A023B

ELEVATOR

LOBBY

A-022

PHASE II

T1

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

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AE101

BASEMENT FLOOR PLAN

06/29/2021 PRQ CJD

K E Y N O T E S

1 PROTECT EXISTING CORNER GUARDS. LOCATE WALL ADJACENT TO EXISTING CORNER

GUARD. VERIFY DIMENSION IN FIELD.

2 INSTALL NEW STAINLESS STEEL WALL PROTECTION. SEE DETAIL 5/AE501.

3 PROVIDE HEAVY DUTY RESINOUS URETHANE MORTAR FLOORING SYSTEM WITH

INTEGRAL BASE.

4 PROVIDE FLOOR TRANSITION BETWEEN RESINOUS FLOORING AND EXISTING FLOOR

FINISH.

5 PROVIDE "EMERGENCY EXIT ONLY" SIGN WHERE INDICATED.

6 NEW WALL TO STRUCTURE CONSTRUCTED OF 3 5/8" METAL STUD WITH ONE LAYER OF

5/8" GYPSUM BOARD ON EACH SIDE. PATCH AND REPAIR ADJACENT WALLS AT

INTERSECTION OF NEW CONSTRUCTION INCLUDING FLOORS AND WALLS. PROVIDE

RUBBER BASE TO MATCH ADJACENT WALL CONSTRUCTION.

7 INFILL WALL TO BE CONSTRUCTED OF METAL STUD WITH GYP BOARD, GROUT AND

TILE ON BOTH SIDES. INFILL TO BE FLUSH WITH ADJACENT EXISTING CONSTRUCTION.

PATCH AND PAINT FINISHES TO MATCH ADJACENT SURFACE FINISHES.

8 RE-INSTALL STAINLESS STEEL EQUIPMENT RE-LOCATED PRIOR TO BEGINNING OF NEW

WORK. RE-CONNECT ALL ASSOCIATED SUPPLY AND DRAIN CONNECTIONS.

9 PROTECT FLOOR DRAIN DURING CONSTRUCTION AND PROVIDE FLUSH TRANSITION AT

CONCLUSION OF WORK.

10 PROTECT FLOOR DRAIN AND EYEWASH STATION DURING CONSTRUCTION AND

PROVIDE FLUSH TRANSITION AT CONCLUSION OF WORK.

11 PROTECT DUMBWAITER ENTRY DOOR DURING NEW WORK. PROVIDE FLUSH

STAINLESS STEEL TRANSITION FROM NEW FLOORING LEVEL AT CONCLUSION OF

WORK.

12 RE-LOCATE EXISTING STAINLESS STEEL CART WASH RAMP TO A STORAGE LOCATION

ON CAMPUS IN COORDINATION WITH THE C.O.R. COORDINATE WITH NEW WORK

PLANS FOR RE-INSTALLATION IN PREVIOUS LOCATION.

13 REMOVE 46" DOOR PANEL AND ASSOCIATED FRAME ACCORDING TO SCHEDULED

DETAILS. ENLARGE OPENING TO RECEIVE NEW DOOR AS SCHEDULED.

14 PROVIDE PREFABRICATED TEMPORARY CONSTRUCTION SMOKE PARTITION WALL TO

TERMINATE AT EXISTING CEILING - EXISTING CEILING SHALL REMAIN - SEE ICRA

REQUIREMENTS IN SPECIFICATIONS FOR INSTRUCTIONS AT PARTITION AND DOOR -

REMOVE AT COMPLETION OF WORK - IF ADJACENT SURFACES ARE DISTURBED,

CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING.

15 PROVIDE TEMPORARY SIGN - "CONSTRUCTION ZONE - AUTHORIZED PERSONNEL

ONLY".

N.T.S.Scale:

KEY PLAN

A. PROTECT / REPAIR EXISTING WALLS DURING ENTIRETY OF CONSTRUCTION

B. SEE ELECTRICAL DRAWINGS FOR CEILING-MOUNTED ELECTRICAL ITEMS

C. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN IN THE DRAWINGS, OR

SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIOSN SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND SPECIFICATIONS

FOR THE COMPLETE SCOPE OF WORK.

D. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED, SUBMIT REQUEST FOR

INFORMATION (RFI) TO THE VA C.O.R.

E. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED AND NOT FOUND,

SUBMIT REQUEST FOR INFORMATION TO THE VA C.O.R.

F. CONTRACTOR SHALL COORDINATE EXTENT OF DEMOLITION WORK REQUIRED WITH WORK

SHOWN ON NEW WORK DRAWINGS AND ACROSS ALL TRADES.

G. CONTRACTOR SHALL PROTECT ALL EXISTING TO REMAIN AND REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

H. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES WITH C.O.R. TO MAINTAIN FULL

FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

J. CONTRACTOR SHALL MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES. COORDINATE

ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM VA C.O.R. IF EXISTING MEANS OF EGRESS

MUST BE COMPROMISED.

K. COORDINATE ALL DEMOLITION / CONSTRUCTION DEBRIS PATH OF TRAVEL AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE VA C.O.R. ALL DOORS THAT LEAD TO THE CONSTRUCTION

SITE SHALL BE POSTED AS PER THE ILSM PLAN.

L. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH AND PREPARE SUBSTRATE TO

RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH MATERIAL MANUFACTURER'S

RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.

M. CONTRACTOR SHALL PROTECT ALL EXISTING VA FURNISHINGS AND EQUIPMENT DURING

CONSTRUCTION. VA FURNISHINGS AND EQUIPMENT IN PHASE II WORK WILL REMAIN IN PLACE

DURING CONSTRUCTION.

1616637 Exp:12/31/2021

PATRICK R. QUINN

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

N

M

L

K

K.1

7 8 9 10 11 12 13 14

P

7' - 8"

7' - 11"

8' - 0"

8' - 0"

TYP.

LOGISTICS

CLEAN SUPPLY

STORAGE

A-019b

INSTRUMENT

PREP ROOM

B-039

BREAK ROOM

B-040

SPD OFFICE

B-039a

WOMEN'S

SHOWER

B-041

MEN'S SHOWER

B-042

DECONTAMINATION

ROOM

A-018

CART WASH

A-018b

EQUIP

A-019a

MATERIAL

MANAGEMENT

STORAGE

A-019

5' - 10 1/2"

4'

8"

4'

9"

3' - 9 1/2" 6' - 0" 6' - 0" 6' - 0"

3' - 6"

8'

3"

TYP.

8' - 0"5' - 8" 6' - 5" 6' - 2" 2' - 4"

4'

6" 7'

1/ 2"

TYP.

5'

1/

2"

6' - 2"

2' - 2"

3'

4"

BREAKDOWN

AREA

A023C

WAREHOUSE

A023

8' - 0"

OFFICE

A023B 8' - 0"

INCOMING

INSPECTION

OFFICE

A023D

/2

5'

1/

2"

8' - 0"

8' - 0"

AE202

AE202

Sim

16"

8" 8" 8"

8"

8"

8"

8"

8"

8"

16"

24"

24"

24"

12"

16"

24"

24"

VESTIBULE

B039

8' - 0"

8' - 0"

EQEQ

8' - 0"

8' - 0"

24"

24" 8"

16"

16"

CL

CL

C L C L

C L

CLCLCL CL

8"

7' - 3"

7' - 3"

7' - 3"

7' - 8"

STERILIZERS

B-039c

CL CL CL

7' - 3"

8' - 0"

1'

0"

4' - 1 1/2"

8' - 7" 3' - 9"

5'

7"

16"

24"

16"

24"

3' - 4"

1'

0"

CART WASH

CORRIDOR

A-018C

PHASE II

2' X 4' LIGHT FIXTURE.

ACCESS PANEL

GYPSUM BOARD CEILING

ACOUSTIC TILE CEILING

HVAC SUPPLY

HVAC RETURN

2' X 4' EMERGENCY LIGHT FIXTURE.

EXIT SIGN

LINEAR SLOT DIFFUSER

EXHAUST GRILLE

EXHAUST GRILLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

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AE141

REFLECTED CEILING PLAN

06/29/2021 PQ DB

1/4" = 1'-0"1 BASEMENT - REFLECTED CEILING PLAN

K E Y N O T E S

1 NEW GYPSUM BOARD CEILING

2 ACOUSTIC CEILING TILE SYSTEM.

3 NEW ACCESS PANEL IN GYP. BD. CEILING.

4 AIR LOCK AND LINEAR DIFFUSER

5 GYPSUM BOARD CONTROL JOINT

6 REINSTALL SUPPORT POLES, ESCUTCHEON PLATE, AND ELECTRICAL

OUTLETS IN PREVIOUS LOCATIONS. REFER TO ELECTRICAL DRAWINGS.

7 NEW WALL TO STRUCTURE CONSTRUCTED OF 3 5/8" METAL STUD WITH

ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE. PATCH AND REPAIR

ADJACENT WALLS AT INTERSECTION OF NEW CONSTRUCTION

INCLUDING FLOORS AND WALLS. PROVIDE RUBBER BASE TO MATCH

ADJACENT WALL CONSTRUCTION.

8 PROTECT EXISTING CORNER GUARDS. LOCATE WALL ADJACENT TO

EXISTING CORNER GUARD. VERIFY DIMENSION IN FIELD.

9 PROVIDE PREFABRICATED TEMPORARY CONSTRUCTION SMOKE

PARTITION WALL TO TERMINATE AT EXISTING CEILING - EXISTING

CEILING SHALL REMAIN - SEE ICRA REQUIREMENTS IN SPECIFICATIONS

FOR INSTRUCTIONS AT PARTITION AND DOOR - REMOVE AT

COMPLETION OF WORK - IF ADJACENT SURFACES ARE DISTURBED,

CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING.

LEGEND

N.T.S.Scale:

KEY PLAN

A. PROVIDE 8" ACCESS PANELS AT ALL DAMPERS AND PIPING VALVES LOCATED

ABOVE CEILING.

B. ACCESS PANELS SHALL BE INSTALLED AT ALL VAV BOXES, TURNING VANES AT

EXHAUST, DAMPERS AND VALVES. VERIFY LOCATION OF DAMPERS, TURNING

VANES IN FIELD, AND INSTALL ACCESS PANELS AS REQUIRED.

C. MAINTAIN 4" GYPSUM BOARD CLEARANCE GAP BETWEEN CEILING FIXTURES.

D. PAINT ALL NEW GYPSUM BOARD CEILINGS WHITE TO MATCH WALL COLOR.

E. NEW CEILING HEIGHTS SHALL BE AT LOCATION OF EXISTING CEILING HEIGHTS.

VERIFY IN FIELD. ALL CEILING HEIGHT TAGS ARE APPROXIMATE. SEE NOTES FOR

VARIATIONS AT BULKHEADS AND SOFFITS.

1616637 Exp:12/31/2021

PATRICK R. QUINN

AE202

MOBILE SPS TRAILER,

BY OTHERS

PREMANUFACTURED

MODULAR RAMP AND

PLATFORM

6' - 1 1/2" 4' - 11 1/2" 5' - 0 1/2"

GRADE

PL

AT

FO

R

M

3'

6"

R

AI

LI

N

G

3'

0"

AE202

PREMANUFACTURED

MODULAR RAMP AND

PLATFORM

MOBILE SPS TRAILER,

BY OTHERS

PREMANUFACTURED

STEPS AND PLATFORM

NOTE: PREMANUFACTURED RAMP, PLATFORM

AND STAIRS SHALL BE INSTALLED AFTER MOBILE

SPS TRAILER IS LOCATED ON SITE

3'

6"

GRADE

3'

0"

FIRST FLOOR

524' - 6"

O

2" INSULATED METAL PANEL

SIZED TO FIT OPENING. V.I.F.

MECHANICAL DUCT. REFER TO

MECHANICAL SHEETS

EXISTING WALL CONSTRUCTION

FRAME SOFFIT AND

CEILING CONSTRUCTION

AROUND MECHANICAL DUCT

LIGHT GAUGE METAL

FRAMING ATTACHED

TO STRUCTURE

ABOVE

5/8" GYP BOARD ON

LIGHT GAUGE METAL

FRAMING

MECHANICAL

DUCT. REFER TO

MECHANICAL

SHEETS

PREFINISHED BRAKE METAL

COLLAR

JOINT SEALANT AND BACKER ROD

2" INSULATED METAL PANEL

SIZED TO FIT OPENING. V.I.F.

JOINT SEALANT AND BACKER ROD,

BOTH SIDES

EXISTING HOLLOW METAL

GLAZING SYSTEM.

PROTECT DURING ALL

PHASES OF CONSTRUCTION

LIGHT GAUGE METAL FRAMING

AS REQUIRED FOR INSULATED

PANEL INSTALLATION.

J-BEAD, JOINT SEALANT

AND BACKER ROD

1'

6" 3"

NEW 6" DIAMETER x 5'-0" HIGH

STANDARD PIPE POST

BARRICADE; CONCRETE

FILLED. PAINT YELLOW TO

COMPLY WITH ANSI Z535.1.

1' - 0" NEW CONCRETE PIER.

1/2" CONCRETE CROWN TO

PROVIDE POSITIVE DRAINAGE.

1/2" CONCRETE CROWN TO

PROVIDE POSITIVE DRAINAGE.

PATCH EXISTING PAVING.

EXISTING CONCRETE

ROOF

1'

1/

2"

GALVANIZED

STEEL CURB

REFER TO 7/S101 FOR

STRUCTURAL

DRAWINGS.

EXPANSION ANCHOR.

REFER TO 7/S101 FOR

STRUCTURAL

DRAWINGS.

EXISTING INSULATION

ON ROOF

WOOD BLOCKING

FIBER CANT-SET IN

BITUMEN

COUNTERFLASHING

FASTENED APPROX.

18" O.C.

SEAL STRIP

NOTE: THIS DETAIL IS FOR AHU-43-E. SEE MECHANICAL

DRAWINGS FOR LOCATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSROBLEY

REX

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

STAMP

321 4 5 6 7 8 9 10

603-20-201

800 Zorn Ave., Louisville, KY

REPLACE SPS AIR HANDLER ARCHITECT/ENGINEER OF RECORDCONSULTANT

C :\U se rs

\q ui nn \D oc um en ts

\F

FE

_L ou is vi lle

R ep la ce

S

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AE202

TEMPORARY PLATFORM, RAMP

SECTIONS, AND DETAILS

06/29/2021 PQ DB

1/4" = 1'-0"1 SECTION AT PLATFORM AND RAMP

1/4" = 1'-0"2 SECTION AT TRAILER CONNECTOR

1 1/2" = 1'-0"3 TYPICAL SECTION THROUGH MECH DUCT

3/4" = 1'-0"5 TYP. BOLLARD DETAIL

1 1/2" = 1'-0"4 EQUIPMENT CURB DETAIL

1616637 Exp:12/31/2021

PATRICK R. QUINN

Revisions: Date:

100% BID DOCUMENTS 07/13/2021

A. CONTRACTOR SHALL PROVIDE FORK LIFT (GAS OR ELECTRIC) WITH CAPABILITY

OF LIFTING 1,000 LBS. 6’ EXTENDED FORKS REQUIRED. USED TO ASSIST WITH

LOADING AND UNLOADING OF MOBILE STERILIZATION TRAILER ROLLING

EQUIPMENT DURING DELIVERY.

B. CONTRACTOR SHALL PROVIDE LABOR SUPPORT TO ASSIST MOBILE

STERILIZATION TRAILER TEAM WITH LOADING AND UNLOADING OF MOBILE

STERILIZATION TRAILER EQUIPMENT.

C. CONTRACTOR SHALL PROVIDE (8) UNIT ANCHOR /TIE DOWNS AT 5,000LBS

TENSILE CAPACITY (2 EACH PER CORNER). LOCATIONS ARE FIELD SPECIFIC

AND SHALL BE PROVIDED BY OWNER AT TRAILER DELIVERY TIME. ANCHOR

POINTS TO BE LOCATED ON THE GROUND AT 30-45 DEGREES FROM THE UNIT

TIEDOWN POINTS.

D. CONTRACTOR SHALL MAKE ALL FINAL UTILITY CONNECTIONS TO GOVERNMENT

PROVIDED STERILIZATION TRAILER. INCLUDING INSTALLING A P-TRAP ON THE

SANITARY SEWER LINE.

E. CONTRACTOR SHALL PROVIDE AND INSTALL THREE (3) 8’X3’X1” ROAD PLATES

POSITIONED UNDER EACH LEVELING JACK BEFORE AND DURING DELIVERY OF

THE GOVERNMENT PROVIDED STERILIZATION TRAILER.

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

HOLLOW METAL FRAME

CAULK FRAME PERIMETER

BOTH SIDES. PROVIDE

ANCHORS AS SPECIFIED

-GROUT FRAME SOLID

1/

2"

1/ 2"

2"

7"

EXISTING CMU

CORNER BLOCK

1/

2"

HOLLOW METAL FRAME

CAULK FRAME PERIMETER

BOTH SIDES - GROUT

FRAME SOLID

STEEL FLAT PLATE AT HEAD

2" 1/

2"

2" 3 1/2" 1 1/2"

7"

2'

8" 4"

EXISTING WALL CONSTRUCTION

2" X 36" TYPE 304 STAINLESS

STEEL PANEL WITH SATIN FINISH

STAINLESS STEEL FLATHEAD

SCREWS @ 8" O.C.

CONTINUOUS FIRE RETARDANT TREATED

2X WOOD BLOCKING - EXPANSION

ANCHOR INTO EXISTING WALL.

RUBBER BASE TO MATCH

ADJACENT WALL CONSTRUCTION

STAINLESS STEEL FLATHEAD

SCREWS @ 8" O.C.

1" COVE STICK

URETHANE FLOORING

EXISTING WALL CONSTRUCTION.

PREPARE SUBSTRATE TO RECEIVE

NEW FINISH.

DEMOLISHED 2" HOLLOW

METAL FRAME

NEW HOLLOW METAL NARROW

FACE FRAME

EXISTING WALL

CONSTRUCTION TO REMAIN

EXISTING ALUMINUM TRIM AND

BLOCKING TO REMAIN

EXISTING ALUMINUM TRIM AND

BLOCKING TO REMAIN

NEW DOOR PANEL ACCORDING

TO SCHEDULE

1"

2"

NOTE: CONTRACTOR SHALL VERIFY JAMB

CONSTRUCTION IN FIELD PRIOR TO START

OF NEW WORK.

EXISTING WALL CONSTRUCTION TO REMAIN

EXISTING STEEL LINTEL AND ALUMINUM

FLASHING TO REMAIN

NEW HOLLOW METAL DOOR FRAME

AND BLOCKING AS SCHEDULED IN

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