ATTACHMENT 2 - Drawings 603-22-101 Replace ORs 1-3 Supply Heads.pdf

PROJECT LOCATION

* C.O.R. = CONTRACTING OFFICER'S REPRESENTATIVE.

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

B. 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 C.O.R.

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

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

E. 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.

F. MAINTAIN THE BUILDING IN A WEATHERTIGHT CONDITION AT ALL TIMES.

G. 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.

H. 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.

I. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

J. 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.

K. 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.

L. 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.

M. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

N. 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.

O. 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.

P. 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.

Q. 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.

R. 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.

S. 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.

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 :

* C.O.R. = CONTRACTING OFFICER'S REPRESENTATIVE.

A. 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.

B. 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 GENERAL REQUIREMENTS FOR ADDITIONAL REQUIREMENTS ON TEMPORARY ACCESS TO VA

UTILITIES.

C. 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.

D. 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 OPPORTUNITIES WEBPAGE FOR THIS PROJECT.

UNSCHEDULED VISITS WILL NOT BE ALLOWED.

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

F. 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.

G. 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.

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

DISTURBED BY WORK UNDER THEIR CONTRACT.

I. 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.

J. 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, FIRE RATED PARTITIONS, AND FLOOR SLABS SHALL BE SEALED TO PREVENT PASSAGE OF ANY SMOKE, FLAME, GASES. AS INDICATED IN THE CONTRACT DOCUMENTS.

K. 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.

L. WHERE NEW CONSTRUCTION MATERIAL AND EQUIPMENT 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.

M. 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.

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:4

:4

P M

GI001

COVER SHEET - SHEET INDEX

Owner

11/15/2022 PQ JF/JV

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

Replace OR 1-3 Anesthesia Supply Heads

DEPARTMENT OF VETERANS AFFAIRS

ROBLEY REX VA MEDICAL CENTER

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET - SHEET INDEX

GI100 FOURTH FLOOR PHASING PLAN

GI200 FOURTH FLOOR INFECTION AND DUST CONTROL PLAN OR 3

GI201 FOURTH FLOOR INFECTION AND DUST CONTROL PLAN OR 1 AND 2

STRUCTURAL

S101 STRUCTURAL FRAMING PLAN

S501 STRUCTURAL DETAILS AND SECTIONS

ARCHITECTURAL

A001 ARCHITECTURAL LEGEND

AD101 FOURTH FLOOR DEMOLITION PLAN OR 3

AD102 FOURTH FLOOR DEMOLITION PLAN OR 1 AND 2

AD141 FOURTH FLOOR REFLECTED CEILING DEMOLITION PLAN - OR 3

AD142 FOURTH FLR REFLECTED CEILING DEMOLITION PLAN OR 1 AND 2

AE100 FOURTH FLOOR PLAN OR 3

AE101 FOURTH FLOOR PLAN OR 1 AND 2

AC101 FOURTH FLOOR REFLECTED CEILING PLAN OR 3

AC102 FOURTH FLOOR REFLECTED CEILING PLAN OR 1 AND 2

FIRE PROTECTION

FX101 FIRE SUPPRESSION FOURTH FLOOR PLAN

PLUMBING

PL101 PLUMBING FOURTH FLOOR PLANS

MECHANICAL

M001 MECHANICAL LEGEND

MD104 MECHANCIAL FOURTH FLOOR DEMOLITION

M104 MECHANICAL FOURTH FLOOR PLAN NEW WORK

ELECTRICAL

E001 LEGEND AND ABBREVIATIONS

ED104 ELECTRICAL FOURTH FLOOR DEMOLITION

EL104 ELECTRICAL LIGHTING FOURTH FLOOR PLAN NEW WORK

EP104 ELECTRICAL POWER FOURTH FLOOR PLAN NEW WORK

ET104 ELECTRICAL TECHNOLOGY FOURTH FLOOR PLAN NEW WORK

E601 ELECTRICAL DETAILS

# 603-22-101

800 ZORN AVE.

LOUISVILLE, KY 40206

No. Revisions: Date:

BID DOCUMENTS 11/15/2022

DP

D P

N. O

20.0

O.2 Q Q.3

18.1

N.1

PHASE 3

PHASE 2

PHASE 1

EQUIP STORAGE

C-409

OR-1

C-408

SUB-STERILE

C-406A

OR-2

C-406

CLEAN UTILITY

C-413

HAC

C-412

STORAGE

C-414

SCRUB

C-407

OR-3

C-404

ANEST WORK RM

C-405

MEN'S RESTROOM

C-411

WOMAN'S RESTROOM

C-410

CYSTOLOGY

C-415

22.7

21.3

R.3P.1N

18.7

PROJECT SCOPE

G E N E R A L P H A S I N G A N D H O U R S O F W O R K N O T E S

THESE PHASING PLANS/ORDER ARE MERELY A RECOMMENDATION AND ARE CONCEPTUAL IN NATURE. THIS DO NOT RELIEVE THE CONTRACTOR OF PREPARING SITE SPECIFIC PHASING ORDER/PLANS FOR IMPLEMENTATION OF THE FULL SCOPE OF WORK DEFINED BY THE CONTRACT DOCUMENTS. (REFER TO SPECIFICATION SECTION 01 00 00, GENERAL REQUIREMENTS FOR CONTRACTOR PHASING RESPONSIBILITY.) CONTRACTOR WILL SEND PHASING ORDER/PLANS TO C.O.R. FOR APPROVAL. CONTRACTOR MUST LEAVE TWO OF THE THREE OPERATING ROOMS OPERABLE AND FUNCTIONING WHILE THE THIRD OPERATING ROOM IS UNDER CONSTRUCTION DURING THE OVERALL PROJECT'S SCHEDULE.

A. CONTRACTOR SHALL TAKE ALL STEP NECESSARY TO PREVENT THE INTERRUPTION OF THE ROBLEY REX VA MEDICAL CENTER'S PROVISION OF CARE TO

PATIENTS.

B. REFER TO THE FOLLOWING SPECIFICATIONS FOR REQUIREMENTS RELATED TO PHASING:

1. SECTION 01 00 00 GENERAL REQUIREMENTS - PARAGRAPH 1.6 OPERATIONS AND STORAGE AREAS, ITEM 'G', PHASING.

2. SECTION 01 35 26 SAFETY REQUIREMENTS - PARAGRAPH 1.12, INFECTION CONTROL

C. CONTRACT WORK WITHIN SURGERY DEPARTMENT COMMON FACILITY CORRIDORS MAY ONLY BE PREFORMED OUTSIDE OF NORMAL VAMC BUSINESS

HOURS (6:30 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY.

1. IF SURGICAL DEPARTMENT PROCEDURES EXTEND BEYOND 4:30 P.M., THEN CONTRACTORS WORK PERIOD (WITHIN SURGERY DEPARTMENT) CAN NOT BEGIN UNTIL THE DEPARTMENT PROCEDURES HAVE BEEN COMPLETED AND STAFF HAVE CLEANED THE O.R.(S)

2. WEEKENDS AND HOLIDAYS MAY BE AVAILABLE FOR CONTRACT WORK IF PERMITTED BY AND COORDINATED WITH THE VAMC CONTRACTING

OFFICER REPRESENTATIVE (COR).

D. ISOLATE EACH PHASE AS SHOWN WITH DUST PARTITIONS AND THE PROVISIONS OF NEGATIVE AIR PRESSURIZATION. FOLLOW INFECTION CONTROL PROVISIONS PER INFECTION AND DUST CONTROLL PLANS, NOTES, PERMITS, AND REFERENCED SPECIFICATION.

E. CONTRACTOR SHALL ASSUME THE CONTINUED VAMC OCCUPANCY - DURING NORMAL WORK HOURS - OF AREAS ON THE 1ST FLOOR ADJACENT TO THE

ISOLATED PHASES SHOWN..

F. CONTRACTOR SHALL FULLY COMPLETE THE WORK INDICATED AND REFERENCED FOR EACH PHASE OF CONSTRUCTION SHOWN.

G. CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) WORK INDICATED TO PROVIDE THE FULL COMPLETE INFRASTRUCTURE IMPROVEMENTS, ASSEMBLIES, SYSTEMS AND FINISHES REQUIRED OR REFERENCED TO PERMIT FULL AND LEGAL OCCUPANCY OF

EACH COMPLETED PHASE OF WORK.

H. CONTRACTOR SHALL PROVIDE FOR THE INCREMENTAL OCCUPANCY OF EACH COMPLETED PHASE WITHIN THE SURGERY DEPARTMENT BY VAMC STAFF

PRIOR TO BEGINNING ON-SITE WORK - ON THE NEXT CONSECUTIVE PHASE.

1. SCHEDULE PUNCH LIST AND PERFORM CLOSEOUT REQUIREMENTS AT COMPLETION OF EACH PHASE SHOWN WITHIN THE SURGERY

DEPARTMENT.

2. ONCE A PHASE OF WORK WITHIN SURGERY DEPARTMENT HAS BEEN COMPLETED AND IS OCCUPIED BY VAMC, THE NEXT PHASE OF WORK MAY

BEGIN.

I. CERTAIN INFRASTRUCTURE IMPROVEMENTS OCCUR OUTSIDE OF THE SURGERY DEPARTMENT. THIS WORK MAY OCCUR DURING NORMAL VAMC WORK

HOURS IF THE FOLLOWING CONDITIONS ARE MET:

1. WORK DOES NOT OCCUR WITHIN THE SURGERY DEPARTMENT

2. WORK DOES NOT OCCUR IN CORRIDORS USED BY PATIENTS OR VISITORS.

3. WORK DOES NOT INTERFERE WITH NORMAL VAMC OPERATIONS.

4. WORK IS COORDINATED WITH THE PROJECT COR.

J. CONTRACTOR IS RESPONSIBLE FOR THE TIMELY COMPLETION OF EACH PHASE OF CONSTRUCTION IN A COMPLETE AND PROFESSIONAL MANNER.

K. REFER TO ALL CONSTRUCTION DOCUMENTS DEFINING WORK REQUIRED TO OCCUR WITHIN PHASED AREAS SHOWN AND NECCCESSARY FOR ITS

SUCCESSFUL OCCUPANCY.

L. BASE BID TO INCLUDE ALL WORK SHOWN BY CONSTRUCTION DOCUMENTS.

DASHED LINE INDICATES AREAS OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:4

:5

P M

GI100

FOURTH FLOOR PHASING PLAN

Owner

11/15/2022 PH JF/JV

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

1/4" = 1'-0"

PARTIAL FOURTH FLOOR PLAN - PHASING PLAN

KEY PLAN - FOURTH FLOOR

NTS

N

O

O.2N.1

OR-3

C-404

GI200

Sim

22.7

21.3

P.1N

INFECTION AND DUST CONTROL PLAN LEGEND

DUST MAT (2'-0" X 3'-0")

AREA NOT IN CONTRACT

AREA IN DIFFERENT PHASE

PROVIDE TEMPORARY INFECTION CONTROL / DUST CONTROL

BARRIERS AT THIS LOCATION. REMOVE AFTER CONSTRUCTION

IS COMPLETED PER PHASE INDICATED.

TEMPORARY PLASTIC SHEETING PER ICRA REQUIREMENTS.

POST ICRA, ILSM, FIRE

INSPECTION SHEETS VISIBLE

TO PUBLIC

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

A P

P R

O X

A

.F .F

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

INDICATOR (REFER TO PLAN

& ELEVATION)

CONTACT INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CONTACT PHONE NUMBER FIRE

EMERGENCY DIAL 911

COMING SOON!!!

- DESCRIPTION OF NEWLY PROPOSED OCCUPANCY -

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

THIS IS A

RESTRICTED AREA

AREA UNDER CONSTRUCTION

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

PROJECT SCOPE

DUE TO THE LOCATION OF RENOVATION WORK INDICATED (VAMC SURGERY

DEPARTMENT) CONSTRUCTION IS WITHIN THE HIGHEST INFECTION RISK CATEGORY.

THE INFECTION AND DUST CONTROL PLANS SHALL BE DISTRIBUTED AND APPLIED BY

ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT.

A. REFER TO PHASING PLANS AND SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS FOR ADDITIONAL INFECTION CONTROL

INFORMATION.

B. COORDINATE ALL WORK ASSOCIATED WITH PROJECT FOLLOWING THE SITE-SPECIFIC INFECTION CONTROL RISK ASSESSMENT

PUBLISHED BY THE ROBLEY REX VAMC.

C. AREAS ADJACENT TO IMMEDIATE (PHASED) WORK AREAS WILL BE FULLY OCCUPIED AND FUNCTIONING NORMALLY THROUGHOUT THE

CONSTRUCTION PERIOD.

D. THERE WILL BE ZERO TOLERANCE FOR ANY DUST MIGRATION OUTSIDE OF THE IMMEDIATE WORK SITE AREAS IDENTIFIED BY PHASING

PLANS.

E. ALL WORK OCCURRING WITHIN THE SURGERY DEPARTMENT MUST BE PERFORMED OUTSIDE OF NORMAL VAMC WORKING HOURS.

F. CONTRACTOR SHALL PROVIDE FOR PROFESSIONAL TERMINAL CLEANING OF PHASED WORK AREAS PRIOR TO TURNING OVER TO THE

VAMC FOR OCCUPANCY.

G. EXTERIOR DEMOLITION ACTIVITIES (INCLUDES CUTTING AND PATCHING):

1. EVALUATE EXISTING SITE CONDITIONS TO DETERMINE THE PRESENCE OF ANY OUTSIDE AIR INTAKES WITHIN 20' OF THE

PROPOSED EXTERIOR WORK.

2. IF PRESENT - DETERMINE IF THE IMPACTED EXTERIOR AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON RECIRCULATED

AIR VS. OUTSIDE AIR.

a. IF FEASIBLE - SEAL OFF AIR INTAKES WITHIN 20' OF DUST GENERATING WORK.

b. IF NOT FEASIBLE - ROUTINELY CHECK THE LOW-EFFICIENCY FILTER BANKS LOCATED IN LINE WITH ADJACENT AIR INTAKE(S)

AND REPLACE AS NEEDED TO REDUCE PARTICULATE BUILD-UP.

3. SEAL WINDOWS AND REDUCE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND CORRIDORS)

THAT MAY BE IMPACTED BY CONSTRUCTION. PAY SPECIAL ATTENTION TO PROTECTIVE ENVIRONMENT (PE) AREAS.

H. INTERIOR DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL:

1. BARRIER SYSTEMS: PHASED AREAS OF WORK SHALL BE ISOLATED FROM ADJACENT AREAS WITH 1 -HR. RATED DUST

PARTITIONS.

2. DUST PARTITIONS TO BE METAL FRAMED WITH GYPSUM WALL BOARD ON EACH SIDE. PARTITION TO BE CONSTRUCTED EQUAL TO

UL DESIGN U465.

• IN LIEU OF SITE BUILT DUST PARTITIONS, CONTRACTOR MAY UTILIZE PRE-ENGINEERED (MODULAR) TEMPORARY

CONSTRUCTION PARTITIONS LIKE THOSE MANUFACTURED BY EDGE GUARD PRODUCTS, 216 N. PLATT ST., BEMENT, IL 61813, TELE 217-552-5418, WEBSITE: WWW.EDGE-GUARD.COM OR APPROVED EQUAL.

3. DUST PARTITIONS SHALL BE INSTALLED WITH A TIGHT SEAL AT FLOOR AND CEILING OR STRUCTURE ABOVE CEILING. WHERE OPERATING ROOM DEMISING WALLS ARE SHOWN TO BE EXTENDED UP TO STRUCTURE ABOVE - PROVIDE AIR TIGHT SEAL AT

BOTH TOP OF EXISTING DEMISING WALL (TO BE EXTENDED) AND AT STRUCTURE ABOVE.

• WHERE O.R. DEMISING WALL EXTENSIONS IMPACT EXISTING FIRE PROOFED STEEL STRUCTURE - CONTRACTOR SHALL

CAREFULLY REMOVE THE FIREPROOFING (ONLY) IN AREA WHERE TOP WALL PLATE MEETS EXISTING STEEL. PATCH ANY FIREPROOFING DISTURBED BY CONSTRUCTION ACTIVITIES WITH NEW FIRE PROOFING MATCHING EXISTING SYSTEM.

• AN INTERIM PLASTIC DUST BARRIER (MINIMUM 6-MIL THICKNESS) SHALL BE INSTALLED TO PROTECT ADJACENT AREAS WHILE

THE IMPERVIOUS (1-HR. RATED) DUST PARTITION IS BEING CONSTRUCTED.

4. ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY CLEANED IF TRACKED OR

FOUND OUTSIDE OF THE CONSTRUCTION PHASE PERIMETER.

5. CONTRACTOR PERSONNEL SHALL MONITOR DUST PARTITION CONDITION AND PERFORM MAINTENANCE - DURING PHASED

DEMOLITION AND CONSTRUCTION ACTIVITIES.

6. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, DUST PARTITIONS SHALL BE CAREFULLY REMOVED TO MINIMIZE THE SPREAD

OF DUST.

• CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MINIMUM 6-MIL THICKNESS) PRIOR TO THE REMOVAL OF

DUST PARTITIONS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY PARTITION LAYOUT. LAYOUT SHALL NOT INTERFERE WITH HOSPITAL

OPERATION.

I. TRAFFIC CONTROL:

1. PHASED SITE ACCESS SHALL HAVE DEFINED ENTRY AND EXIT PROCEDURES. EGRESS PATHS AND BE FREE OF DEBRIS, TOOLS, EQUIPMENT, OR CONTAINERS.

2. DESIGNATED ELEVATORS SHALL ONLY BE USED DURING SCHEDULED TIME PERIODS AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. COORDINATE ELEVATOR ACCESS WITH THE VAMC THROUGH THE COR.

3. INSTALL SIGNAGE TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREAS.

J. DEMOLITION DEBRIS:

1. ALL DEBRIS GENERATED BY PROJECT SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTING COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE THE USE OF ELEVATORS SHARED BY PATIENTS OR STAFF. PERFORM TRANSPORT OF DEBRIS AT TIMES DIRECTED BY THE VAMC THROUGH THE COR. IF EXTERIOR TRASH CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED AND THE CHUTE OPENING SEALED WHEN NOT IN USE. USED FILTERS SHALL BE BAGGED AND SEALED BEFORE TRANSPORTING OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE VAMC.

K. VENTILATION AND ENVIRONMENTAL CONTROLS:

1. AIR SYSTEM FLOW: DETERMINE IF CONSTRUCTION AREA USES FRESH/OUTSIDE OR RECIRCULATED AIR. ADD FILTERS AND/OR

COVER RETURN GRILLS WITH FILTER MATERIAL OR PLASTIC. AIR MUST (ONLY) FLOW IN THE DIRECTION OF CLEAN AREAS TO

DIRTY AREAS.

2. NEGATIVE AIR PRESSURE: AIR WITHIN THE CONSTRUCTION AREAS (PHASES) MUST BE MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO SURROUNDING AREAS IN ACCORDANCE WITH ASHRAE STANDARD 170. NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS IS ALLOWED DURING PERIODS OF VAMC OCCUPANCY OF ADJACENT AREAS. THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSED PHASES WILL EXHAUST DIRECTLY OUTSIDE THROUGH EXISTING ROOF PENETRATION. ROOF-TOP EXHUAST FAN TO BE INSTALLED AT EXISTING ROOF PENETRATION TO ENSURE CONSTANT NEGATIVE PRESSURE EXIST.

• DUST PARTITIONS SHALL BE OUTFITTED WITH CONTINUOUS AIR PRESSURE MONITORING DEVICES WITH 24/7 READ OUT AND

LOGGING. BASIS OF DESIGN FOR AIR PRESSURE MONITORING DEVICE IS PHOENIX CONTROLS APM II, OR EQUAL.

L. WORKSITE CLOTHING AND CLEANING:

1. CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS BEFORE ENTERING OR LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G. COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE PHASED CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE AS AN ANTEROOM FOR CHANGING CLOTHING

AND STORING EQUIPMENT.

2. ALL EQUIPMENT, TOOLS, CARS, MATERIALS, ETC. TRANSPORTED THROUGH NORMALLY OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET MOPPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR

WORK AREA.

3. THE CONSTRUCTION ZONE MUST BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS. SWEEP OR HEPA-VACUUM CONSTRUCTION AREA DAILY - OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS IMPACTED BY CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING OF DIRT AND DUST FROM CONSTRUCTION AREAS.

GENERAL INFECTION AND DUST CONTROL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:3

:4

P M

GI200

FOURTH FLOOR INFECTION AND

DUST CONTROL PLAN OR 3

Owner

11/15/2022 PH JF/JV

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

1/4" = 1'-0"

FOURTH FLOOR ICRA PLAN - OR 3

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

1 SEAL DOORS IN CLOSED POSITIONS DURING WORK ACTIVITIES

2 CONTRACTOR TO VERIFY O.R. DEMISING WALL EXTENDS ABOVE CEILING TO STRUCTURE ABOVE WITH METAL FRAMING AND GYPSUM BOARD. SEAL AS REQUIRED TO PREVENT AIR INFILTRATION. (TYPICAL AT EACH O.R.)

3 EXTEND WALL TO STRUCTURE AS NECESSARY TO MEET INFECTION AND DUST CONTROL REQUIREMENTS AS DEFINES IN

THE GENERAL ICRA NOTES.

4 EXTEND FLEXIBLE DUCT TO ROOF-MOUNTED EXHAUST FAN AT TEMPORARY EXHAUST LOCATION. VERIFY SEALANT AT

DUCT PENETRATION THROUGH ROOF CONSTRUCTION MEETS ICRA REQUIREMENTS.

5 PROVIDE TEMPORARY ICRA RATED VESTIBULE AS NECESSARY TO MAINTAIN NEGATIVE PRESSURE IN SCOPE OF WORK

6 PROVIDE TEMPORARY PLASTIC SHEETING AS NECESSARY FOR ICRA BARRIER INSTALLATION.

7 AIR PRESSURE MONITOR LOCATION. NEGATIVE AIR PRESSURE REQUIRED DURING ALL INTERIOR CONSTRUCTION

ACTIVITIES. REFER TO ELEVATION ON GI200 FOR REQUIREMENTS.

8 DUST MAT LOCATED HERE ONLY DURING CONSTRUCTION ACTIVITIES. MOVE TO INSIDE VESTIBULE DAILY AT END OF

CONSTRUCTION ACTIVITIES.

9 TEMPORARY EXHAUST LOCATION FOR ICRA NEGATIVE AIRFLOW REQUIREMENTS ALL PHASES.

1/2" = 1'-0"

TYPICAL ICRA ELEVATIONS

KEY PLAN - FOURTH FLOOR

NTS

N

20.0

Q Q.3

18.1

ANEST WORK RM

C-405

OR-2

C-406

SCRUB

C-407

SUB-STERILE

C-406A

OR-1

C-408

EQUIP STORAGE

C-409

CLEAN UTILITY

C-413

HAC

C-412

22.7

21.3

R.3

18.7

GI200

Sim

GI200 2

S im

INFECTION AND DUST CONTROL PLAN LEGEND

DUST MAT (2'-0" X 3'-0")

AREA NOT IN CONTRACT

AREA IN DIFFERENT PHASE

PROVIDE TEMPORARY INFECTION CONTROL / DUST CONTROL

BARRIERS AT THIS LOCATION. REMOVE AFTER CONSTRUCTION

IS COMPLETED PER PHASE INDICATED.

TEMPORARY PLASTIC SHEETING PER ICRA REQUIREMENTS.

PROJECT SCOPE

DUE TO THE LOCATION OF RENOVATION WORK INDICATED (VAMC SURGERY

DEPARTMENT) CONSTRUCTION IS WITHIN THE HIGHEST INFECTION RISK CATEGORY.

THE INFECTION AND DUST CONTROL PLANS SHALL BE DISTRIBUTED AND APPLIED BY

ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT.

A. REFER TO PHASING PLANS AND SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS FOR ADDITIONAL INFECTION CONTROL

INFORMATION.

B. COORDINATE ALL WORK ASSOCIATED WITH PROJECT FOLLOWING THE SITE-SPECIFIC INFECTION CONTROL RISK ASSESSMENT

PUBLISHED BY THE ROBLEY REX VAMC.

C. AREAS ADJACENT TO IMMEDIATE (PHASED) WORK AREAS WILL BE FULLY OCCUPIED AND FUNCTIONING NORMALLY THROUGHOUT THE

CONSTRUCTION PERIOD.

D. THERE WILL BE ZERO TOLERANCE FOR ANY DUST MIGRATION OUTSIDE OF THE IMMEDIATE WORK SITE AREAS IDENTIFIED BY PHASING

PLANS.

E. ALL WORK OCCURRING WITHIN THE SURGERY DEPARTMENT MUST BE PERFORMED OUTSIDE OF NORMAL VAMC WORKING HOURS.

F. CONTRACTOR SHALL PROVIDE FOR PROFESSIONAL TERMINAL CLEANING OF PHASED WORK AREAS PRIOR TO TURNING OVER TO THE

VAMC FOR OCCUPANCY.

G. EXTERIOR DEMOLITION ACTIVITIES (INCLUDES CUTTING AND PATCHING):

1. EVALUATE EXISTING SITE CONDITIONS TO DETERMINE THE PRESENCE OF ANY OUTSIDE AIR INTAKES WITHIN 20' OF THE

PROPOSED EXTERIOR WORK.

2. IF PRESENT - DETERMINE IF THE IMPACTED EXTERIOR AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON RECIRCULATED

AIR VS. OUTSIDE AIR.

a. IF FEASIBLE - SEAL OFF AIR INTAKES WITHIN 20' OF DUST GENERATING WORK.

b. IF NOT FEASIBLE - ROUTINELY CHECK THE LOW-EFFICIENCY FILTER BANKS LOCATED IN LINE WITH ADJACENT AIR INTAKE(S)

AND REPLACE AS NEEDED TO REDUCE PARTICULATE BUILD-UP.

3. SEAL WINDOWS AND REDUCE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND CORRIDORS)

THAT MAY BE IMPACTED BY CONSTRUCTION. PAY SPECIAL ATTENTION TO PROTECTIVE ENVIRONMENT (PE) AREAS.

H. INTERIOR DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL:

1. BARRIER SYSTEMS: PHASED AREAS OF WORK SHALL BE ISOLATED FROM ADJACENT AREAS WITH 1 -HR. RATED DUST

PARTITIONS.

2. DUST PARTITIONS TO BE METAL FRAMED WITH GYPSUM WALL BOARD ON EACH SIDE. PARTITION TO BE CONSTRUCTED EQUAL TO

UL DESIGN U465.

• IN LIEU OF SITE BUILT DUST PARTITIONS, CONTRACTOR MAY UTILIZE PRE-ENGINEERED (MODULAR) TEMPORARY

CONSTRUCTION PARTITIONS LIKE THOSE MANUFACTURED BY EDGE GUARD PRODUCTS, 216 N. PLATT ST., BEMENT, IL 61813, TELE 217-552-5418, WEBSITE: WWW.EDGE-GUARD.COM OR APPROVED EQUAL.

3. DUST PARTITIONS SHALL BE INSTALLED WITH A TIGHT SEAL AT FLOOR AND CEILING OR STRUCTURE ABOVE CEILING. WHERE OPERATING ROOM DEMISING WALLS ARE SHOWN TO BE EXTENDED UP TO STRUCTURE ABOVE - PROVIDE AIR TIGHT SEAL AT

BOTH TOP OF EXISTING DEMISING WALL (TO BE EXTENDED) AND AT STRUCTURE ABOVE.

• WHERE O.R. DEMISING WALL EXTENSIONS IMPACT EXISTING FIRE PROOFED STEEL STRUCTURE - CONTRACTOR SHALL

CAREFULLY REMOVE THE FIREPROOFING (ONLY) IN AREA WHERE TOP WALL PLATE MEETS EXISTING STEEL. PATCH ANY FIREPROOFING DISTURBED BY CONSTRUCTION ACTIVITIES WITH NEW FIRE PROOFING MATCHING EXISTING SYSTEM.

• AN INTERIM PLASTIC DUST BARRIER (MINIMUM 6-MIL THICKNESS) SHALL BE INSTALLED TO PROTECT ADJACENT AREAS WHILE

THE IMPERVIOUS (1-HR. RATED) DUST PARTITION IS BEING CONSTRUCTED.

4. ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY CLEANED IF TRACKED OR

FOUND OUTSIDE OF THE CONSTRUCTION PHASE PERIMETER.

5. CONTRACTOR PERSONNEL SHALL MONITOR DUST PARTITION CONDITION AND PERFORM MAINTENANCE - DURING PHASED

DEMOLITION AND CONSTRUCTION ACTIVITIES.

6. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, DUST PARTITIONS SHALL BE CAREFULLY REMOVED TO MINIMIZE THE SPREAD

OF DUST.

• CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MINIMUM 6-MIL THICKNESS) PRIOR TO THE REMOVAL OF

DUST PARTITIONS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY PARTITION LAYOUT. LAYOUT SHALL NOT INTERFERE WITH HOSPITAL

OPERATION.

I. TRAFFIC CONTROL:

1. PHASED SITE ACCESS SHALL HAVE DEFINED ENTRY AND EXIT PROCEDURES. EGRESS PATHS AND BE FREE OF DEBRIS, TOOLS, EQUIPMENT, OR CONTAINERS.

2. DESIGNATED ELEVATORS SHALL ONLY BE USED DURING SCHEDULED TIME PERIODS AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. COORDINATE ELEVATOR ACCESS WITH THE VAMC THROUGH THE COR.

3. INSTALL SIGNAGE TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREAS.

J. DEMOLITION DEBRIS:

1. ALL DEBRIS GENERATED BY PROJECT SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTING COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE THE USE OF ELEVATORS SHARED BY PATIENTS OR STAFF. PERFORM TRANSPORT OF DEBRIS AT TIMES DIRECTED BY THE VAMC THROUGH THE COR. IF EXTERIOR TRASH CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED AND THE CHUTE OPENING SEALED WHEN NOT IN USE. USED FILTERS SHALL BE BAGGED AND SEALED BEFORE TRANSPORTING OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE VAMC.

K. VENTILATION AND ENVIRONMENTAL CONTROLS:

1. AIR SYSTEM FLOW: DETERMINE IF CONSTRUCTION AREA USES FRESH/OUTSIDE OR RECIRCULATED AIR. ADD FILTERS AND/OR

COVER RETURN GRILLS WITH FILTER MATERIAL OR PLASTIC. AIR MUST (ONLY) FLOW IN THE DIRECTION OF CLEAN AREAS TO

DIRTY AREAS.

2. NEGATIVE AIR PRESSURE: AIR WITHIN THE CONSTRUCTION AREAS (PHASES) MUST BE MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO SURROUNDING AREAS IN ACCORDANCE WITH ASHRAE STANDARD 170. NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS IS ALLOWED DURING PERIODS OF VAMC OCCUPANCY OF ADJACENT AREAS. THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSED PHASES WILL EXHAUST DIRECTLY OUTSIDE THROUGH EXISTING ROOF PENETRATION. ROOF-TOP EXHUAST FAN TO BE INSTALLED AT EXISTING ROOF PENETRATION TO ENSURE CONSTANT NEGATIVE PRESSURE EXIST.

• DUST PARTITIONS SHALL BE OUTFITTED WITH CONTINUOUS AIR PRESSURE MONITORING DEVICES WITH 24/7 READ OUT AND

LOGGING. BASIS OF DESIGN FOR AIR PRESSURE MONITORING DEVICE IS PHOENIX CONTROLS APM II, OR EQUAL.

L. WORKSITE CLOTHING AND CLEANING:

1. CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS BEFORE ENTERING OR LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G. COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE PHASED CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE AS AN ANTEROOM FOR CHANGING CLOTHING

AND STORING EQUIPMENT.

2. ALL EQUIPMENT, TOOLS, CARS, MATERIALS, ETC. TRANSPORTED THROUGH NORMALLY OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET MOPPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR

WORK AREA.

3. THE CONSTRUCTION ZONE MUST BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS. SWEEP OR HEPA-VACUUM CONSTRUCTION AREA DAILY - OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS IMPACTED BY CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING OF DIRT AND DUST FROM CONSTRUCTION AREAS.

GENERAL INFECTION AND DUST CONTROL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:4

:5

P M

GI201

FOURTH FLOOR INFECTION AND

DUST CONTROL PLAN OR 1 AND 2

Owner

11/15/2022 PQ JF/JV

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

1/4" = 1'-0"

FOURTH FLOOR ICRA PLAN - OR 1 & 2

KEY PLAN - FOURTH FLOOR

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

1 SEAL DOORS IN CLOSED POSITIONS DURING WORK ACTIVITIES

2 CONTRACTOR TO VERIFY O.R. DEMISING WALL EXTENDS ABOVE CEILING TO STRUCTURE ABOVE WITH METAL FRAMING AND GYPSUM BOARD. SEAL AS REQUIRED TO PREVENT AIR INFILTRATION. (TYPICAL AT EACH O.R.)

3 EXTEND WALL TO STRUCTURE AS NECESSARY TO MEET INFECTION AND DUST CONTROL REQUIREMENTS AS DEFINES IN

THE GENERAL ICRA NOTES.

4 EXTEND FLEXIBLE DUCT TO ROOF-MOUNTED EXHAUST FAN AT TEMPORARY EXHAUST LOCATION. VERIFY SEALANT AT

DUCT PENETRATION THROUGH ROOF CONSTRUCTION MEETS ICRA REQUIREMENTS.

5 PROVIDE TEMPORARY ICRA RATED VESTIBULE AS NECESSARY TO MAINTAIN NEGATIVE PRESSURE IN SCOPE OF WORK

6 PROVIDE TEMPORARY PLASTIC SHEETING AS NECESSARY FOR ICRA BARRIER INSTALLATION.

7 AIR PRESSURE MONITOR LOCATION. NEGATIVE AIR PRESSURE REQUIRED DURING ALL INTERIOR CONSTRUCTION

ACTIVITIES. REFER TO ELEVATION ON GI200 FOR REQUIREMENTS.

8 DUST MAT LOCATED HERE ONLY DURING CONSTRUCTION ACTIVITIES. MOVE TO INSIDE VESTIBULE DAILY AT END OF

CONSTRUCTION ACTIVITIES.

NTSN

A. VERIFY ALL BOOM SUPPORT EXACT LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ALL INFORMATION

SHALL BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION.

B. STEEL ANGLES TO BE ASTM A50. STEEL CHANNELS TO BE A36.

C. STEEL PLATES FOR REINFORCEMENT TO BE ASTM A50.

D. EXISTING JOISTS ARE SLOPED.

E. REFER TO SHEET S501 FOR STRUCTURAL DETAILS AND SECTIONS.

F. WELDING ELECTRODES TO BE E70XX.

G. EXISTING FIREPROOFING MUST BE REMOVED AND STEEL MUST BE CLEANED BEFORE WELDING TO STRUCTURE.

H. AFTER CLEANING EXISTING JOISTS, CONTRACTOR TO VERIFY INTERIOR DIAGONAL ROD DIAMETERS FOR EACH JOIST AND

INFORM EOR TO DETERMINE IF ADDITIONAL WEB MEMBERS ARE TO BE REINFORCED.

I. PROVIDE SPRAY-ON FIREPROOFING ON ALL NEW STRUCTURAL STEEL AND AREAS THAT HAVE BEEN DAMAGED DURING

CONSTRUCTION. REFER TO SPECIFICATION 07 81 00.

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

Q

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

W X

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E) W14X22

(E

K

(E

W X

(E) W18X40

(E) W21X44

(E) W21X44

(E) W14X22

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

W X

(E

W X

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

C

S501

L3-1/2X3-1/2X3/8 DIAGONAL BRACING

SHOWN IN DASHED LINES

(TYP 8 PLACES)

L3-1/2X3-1/2X3/8 DIAGONAL BRACING

SHOWN IN DASHED LINES

(TYP 8 PLACES)

L3-1/2X3-1/2X3/8 DIAGONAL

BRACING SHOWN IN DASHED

LINES (TYP 8 PLACES)

L3-1/2X3-1/2X3/8 DIAGONAL BRACING

SHOWN IN DASHED LINES

(TYP 8 PLACES)

L3-1/2X3-1/2X3/8 DIAGONAL BRACING

SHOWN IN DASHED LINES

(TYP 8 PLACES)

L3-1/2X3-1/2X3/8 DIAGONAL BRACING

SHOWN IN DASHED LINES (TYP 6 PLACES)

L4X4X3/8 (TYP 4 PLACES)

C5X6.7 (TYP 2 PLACES)

L4X4X3/8 (TYP 4 PLACES)

P L

/4

1' - 0 3/4" 1' - 3 1/4"

2' - 4" PL

8 1/4"

2' - 1 1/2"

2' - 4" PL

4 1/2"

10 3/4" 1' - 5 1/4"

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

L3-1/2X3-1/2X3/8 HANGER

(TYP 4 PLACES)

A

S501

L4X4X3/8 WELDED

BELOW JOIST

(TYP 3 PLACES)

L4X4X3/8 WELDED BELOW

JOIST (TYP 2 PLACES)

C5X6.7 WELDED BELOW JOIST

(TYP 2 PLACES)

C5X6.7 WELDED BELOW JOIST

(TYP 2 PLACES)

L4X4X3/8 WELDED

BELOW JOIST

(TYP 3 PLACES)

C5X6.7 WELDED BELOW JOIST

(TYP 2 PLACES)

B

S501

B

S501

A

S501

B

S501

4' - 1 1/8" 4' - 1 1/8" 4' - 10" 4' - 10" 4' - 10" 4' - 10"

P L

/2

P L

/8

JR

-2

JR

-2

JR

-4

JR

-3

JR

-4

JR

-3

JR

-1

1' - 5 1/4"

2' - 4" PL

1' - 0 3/4"

2' - 2 7/8" 1 1/8"

SEE JOIST REINFORCEMENT

SCHEDULE ON S501 FOR JR-#

DESIGNATION (TYP)

INSTALL AT PANEL POINT

(TYP. EACH END)

22.7

21.3

R.3

29' - 0"

P.1N

D

S501

BOTH

SIDES

D

S501SIM,

BOTH

SIDES

D

S501

BOTH

SIDES

D

S501

BOTH

SIDES

D

S501

BOTH

SIDES

CONNECT DIAGONAL

BRACING TO W14

(TYP 2 PLACES)

SIM

CONNECT DIAGONAL

BRACING TO W14

(TYP 2 PLACES)

B

S501

SIM

L4X4X3/8 (TYP 2 PLACES)

C5X6.7 (TYP 2 PLACES)

/4

P L

P L

/4

P L

/8

SIM

C5X6.7

JR

-5

JR

-5

18.7

20' - 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:5

:4

P M

S101

STRUCTURAL FRAMING PLAN

Owner

11/15/2022 PM CL

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

N 1/4" = 1'-0"

FIFTH FLOOR/ROOF FRAMING PLAN

ABBREVIATIONS

JR JOIST REINFORCEMENT

PL PLATE

TYP TYPICAL

(E) EXISTING

REQ'D REQUIRED

L4L4

-3 /4

M

A X

-1 /4

M

IN

T

O

L3-1/2

HANGERS

(FIELD

MEASURE,

LENGTHS

VARY)

CEILING

EXISTING JOISTS

(SLOPED)

SEE PLAN SEE PLAN

L4 L4

L3-1/2 DIAGONAL

BRACING

L3-1/2 DIAGONAL

BRACING

2' - 4"1/2"

L4

MOUNTING PLATE

-3 /4

M

A X

-1

/4

M

IN

T

O

CEILING

EXISTING JOISTS

(SLOPED)

2' - 4" PL

L3-1/2 HANGERS

L3-1/2 DIAGONAL BRACING

L3-1/2 DIAGONAL BRACING

REQ'D ON ALL FOUR SIDES (TYP)

SEE PLAN

(L4 OR C5)

SEE PLAN SEE PLAN

MOUNTING PLATE

SEE PLAN

(L4 OR C5)

/8

/8

(TYP)

1/4"

3/16 2-8

3/16 2-8 12" CONT.

EACH END

TOP &BOTTOM

E L E

V A

T

IO

N S

S E

E J

O

IS

T R

E

IN

F

EX. WEB MEMBER

L1X1X1/8 WEB REINFORCEMENT

(TYP EACH SIDE)

L1X1X1/8 AT MIDPOINT

3/16

3/16

EX. WEB

MEMBER TO

L1

L3-1/2 REQUIRED WHEN

DIAGONAL BRACING IS NOT

ON PANEL POINT OF JOIST

(TYP BOTH SIDES)

DIAGONAL

BRACING (TYP)

C5 WELDED TO BOTTOM OF JOIST

- IF HANGER DOES NOT FALL ON

PANEL POINT, EXTEND C5 TO NEXT

PANEL POINT (TYP. EACH END)

C5

L4

MOUNTING PLATE

CEILING

3/16

L3-1/2

HANGER

1 2 3 4

1 2 3

PANEL 1 PANEL 2 PANEL 3 PANEL 4

PANEL 1 PANEL 2 PANEL 3

14K1

1 2 3 4 5

1 2 3

PANEL 1 PANEL 2 PANEL 3 PANEL 4

PANEL 1 PANEL 2 PANEL 3 PANEL 4

18K3

NO REINFORCING TOP CHORD THIS AREA

NO REINFORCING BOTTOM CHORD THIS AREA

PANEL 1PANEL 2PANEL 3

PANEL 1PANEL 2

NO REINFORCING TOP CHORD THIS AREA

CHORD THIS AREA

NO REINFORCING BOTTOM

NO REINFORCING BOTTOM CHORD THIS AREA

NO REINFORCING TOP CHORD THIS AREA

PANEL 5

22.7

PANEL 1PANEL 2PANEL 3

PANEL 1

1 2 3 4 5

1 2 3

PANEL 1 PANEL 2 PANEL 3 PANEL 4

PANEL 1 PANEL 2 PANEL 3

18K3 1234

PANEL 1PANEL 2PANEL 3

PANEL 1

NO REINFORCING TOP CHORD THIS AREA

NO REINFORCING BOTTOM CHORD THIS AREA

1 2 3

PANEL 1 PANEL 2 PANEL 3

PANEL 1

18K3 1234

PANEL 1PANEL 2PANEL 3

PANEL 1

NO REINFORCING TOP CHORD THIS AREA

NO REINFORCING BOTTOM CHORD THIS AREA

PANEL 4

PANEL 2

JR-1

JR-2

JR-3

JR-4

22.7

22.7

NO REINFORCING TOP CHORD THIS AREA

CHORD THIS AREA

NO REINFORCING TOP

NO REINFORCING TOP CHORD THIS AREA

CHORD THIS AREA

NO REINFORCING BOTTOM

PANEL 4

PANEL 2

NO REINFORCING TOP CHORD THIS AREA

CHORD THIS AREA

NO REINFORCING BOTTOM

JOIST REINFORCMENT SIZE = 1/2" X 1/4"

REINFORCE TOP CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 1/2" X 1/4"

REINFORCE BOTTOM CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 1/2" X 1/4"

REINFORCE TOP CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 1/2" X 1/4"

REINFORCE BOTTOM CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 3/4" X 1/4"

REINFORCE TOP CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 3/4" X 1/4"

REINFORCE BOTTOM CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 3/4" X 1/4"

REINFORCE TOP CHORD - SEE CHORD REINFORCMENT DETAIL

JOIST REINFORCMENT SIZE = 3/4" X 1/4"

REINFORCE BOTTOM CHORD - SEE CHORD REINFORCMENT DETAIL

PANEL 3

PANEL 5

PANEL 4 34

16K2

JR-5

1 PANEL 1

NO CHORD REINFORCEMENT

SEE DETAIL 3 FOR WEB REINFORCEMENT

(TYP)

WEB REINFORCEMENT REQUIRED - SEE WEB REINFORCEMENT DETAIL ON THIS SHEET

21.3 20

20 18.7

21.3

21.3

21.3

L3-1/2 REQUIRED WHEN DIAGONAL

BRACING IS NOT ON PANEL POINT

OF JOIST (TYP BOTH SIDES)

L4 WELDED TO BOTTOM OF JOIST

- IF HANGER DOES NOT FALL ON

PANEL POINT, EXTEND L4 TO NEXT

PANEL POINT (TYP. EACH END)

PANEL

POINT

DIAGONAL

BRACING (TYP)

L3-1/2 HANGER

MOUNTING PLATE

CEILING

EXISTING

JOIST

SEE PLAN

(L4 OR C5)L4

L3-1/2

SEE PLAN

(L4 OR C5)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:0

:2

P M

S501

STRUCTURAL DETAILS AND

SECTIONS

Owner

11/15/2022 PM CL

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

3/4" = 1'-0" A

SECTION

3/4" = 1'-0"

B

SECTION

6" = 1'-0"

CHORD REINFORCEMENT DETAIL

6" = 1'-0"

WEB REINFORCEMENT DETAIL

3/4" = 1'-0" C

SECTION

3/4" = 1'-0"

JOIST REINFORCEMENT ELEVATIONS

3/4" = 1'-0" D

SECTION

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

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR FURNISH/CONTRACTOR INSTALL

C.F.O.I. CONTRACTOR FURNISH/OWNER INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

LEVEL NAME W/ ELEVATION

NEW 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

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

150 SF

S Y M B O L S

N

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

ROOM NAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

T-691

A u to d e s k D o c s /L o u is v ill e V

A

R e p la c e

O R

A n e s th e s ia

S u p p ly H e a d s /F

F E

L o u is v ill e

R e p la c e

O R

A n e s th e s ia

B rv t

/1 /2

:4

:1

P M

A001

ARCHITECTURAL LEGEND

Owner

11/15/2022 PQ JF/JV

REPLACE OR 1-3 ANESTHESIA

SUPPLY HEADS

603-22-101

LOUISVILLE, KENTUCKY

BID DOCUMENTS

ROBLEY REX

VA MEDICAL

CENTER

N. O

20.0

O.2

18.1

N.1

CLEAN UTILITY

C-413

HAC

C-412

STORAGE

C-414

OR-3

C-404

ANEST WORK RM

C-405

MEN'S RESTROOM

C-411

WOMAN'S RESTROOM

C-410

CYSTOLOGY

C-415

22.7

21.3

P.1N

18.7

PROJECT SCOPE

A. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH ALL TRADES, FOR ITEMS SHOWN TO BE REMOVED ON THIS PLAN. GENERAL CONTRACTOR SHALL ALSO COORDINATE WITH ALL TRADES, THE REMOVAL, REINTSALLATION, AND/OR REWORKING OF THE EXISTING FINISHES AS REQUIRED FOR THE ROUTING OF

EXISTING/NEW SERVICES INTO THE PROJECT AREA.

B. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL WALK THE SPACE WITH C.O.R. TO IDENTIFY ANY

ITEMS TO BE TURNED OVER TO THE GOVERNMENT.

C. ANY ITEMS DAMAGED BY THE CONTRACTOR OR BY PERSONS UNDER THE SUPERVISION OF THE CONTRACTOR THAT ARE NOT INDICATED TO BE REMOVED OR DEMOLISHED SHALL BE REPAIRED/REPLACED TO LIKE NEW

CONDITION AT THE CONTRACTORS EXPENSE.

D. SEE (ENLARGED) PARTIAL CEILING DEMOLITION PLANS AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.

E. CONTRACTOR SHALL PROVIDE NEGATIVE AIR PRESSURE IN THE AREA BEING MODIFIED TO PREVENT THE SPREAD OF AIRBORNE DUST/PARTICLES TO OTHER OCCUPIED AREAS OF THE MEDICAL CENTER, REFER SPECIFICATION

SECTION 01 35 26, SAFETY REQUIREMENTS.

F. GENERAL CONTRACTOR SHALL PROVIDE CONSTRUCTION AND WARNING SIGNS AS PER THE SPECIFICATIONS.

G. CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATERTIGHT STATE THROUGHOUT CONSTRUCTION.

ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE PREPARED TO LIKE NEW CONDITION AND SHALL MATCH

NEW CONSTRUCTION.

H. CONTRACTOR SHALL MAINTAIN A FULLY SEALED ENTRY POINTS TO THE ROOMS AND/OR AREAS BEING RENOVATED. ROOMS MUST BE SEALED TO PREVENT THE TRANSFER OF DUST AND DEBRIS TO ADJACENT

SPACES.

I. GENERAL CONTRACTOR SHALL MAINTAIN WALK-OFF (STICKY) MATS ON BOTH SIDES OF THE ENTRY OF THE ENTRY POINTS TO THE ROOMS AND/OR AREAS BEING RENOVATED. CHANGE MATS REGULARLY AND AS DIRECTED BY THE VA INFECTION CONTROL STAFF TO PREVENT THE TRANSFER OF FOOT TRAFFIC DUST AND

DEBRIS. (REFER TO INFECTION AND DUST CONTROL PLANS.)

J. PROTECT EXISTING FINISH FLOORING DURING CONSTRUCTION/DEMOLITION ACTIVITIES. CAREFULLY LAY 4'x8'x1/2" PLYWOOD OVER THE ENTIRE OPERATING ROOM WELDED RESILENT SHEET FLOORING AND PROTECT

FROM DAMAGE.

GENERAL DEMOLITION PLAN NOTES

Project Number

Building Number

Drawing Number

Proje…