558-CSI-400 Replace MRI 1.5T Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2 Mount Pleasant, SC 29464 (607)223-4334

LOCATION MAP DRAWING LIST

Approved by Medical Center Director

Approved by Project COR

Approved by Infection Control

Approved by Director of Facility Management Service

Approved by Medical Director

Approved by Safety Officer

Approved by Project CO

APPLICABLE CODES PROJECT CONTACT DIRECTORY

CONTRACTING OFFICER (CO)

VANGIE MILLER

(757) 315-3999 Vangie.Miller@VA.gov

CONTRACTING OFFICER REPRESENTATIVE (COR)

BRIAN RICHARDSON

(919) 286-0411 ext. 176421 Brian.Richardson4@va.gov

ARCHITECT

RDC/JPA ARCHITECTURE

524 Fernwood Drive Altamonte Springs, FL 32701

(800) 362-1523 www.rdcjpa.com

MEP/FP

WATSON ENGINEERING, PC

782 Johnnie Dodds Blvd, Suite I-2 Mount Pleasant, SC 29464

(607) 223-4334 www.watson-engineer.com

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T-100

TITLE SHEET

Replace MRI 1.5T 508 Fulton Street

Durham, NC 27705

100% CONSTRUCTION DOCUMENTS

Replace MRI 1.5T

508 Fulton Street Durham, NC 27705

12/20/2024 MPL JWC

558-CSI-400

100% CONSTRUCTION

DOCUMENTS

T-100 TITLE SHEET

G-100 GENERAL NOTES &

SYMBOLS

A001 CODE PLAN

A101 ARCHITECTURAL PLANS,

DETAILS, AND SECTIONS

A102 FINISH PLANS,

ELEVATIONS, AND

SCHEDULES

MD101 MECHANICAL

DEMOLITION PLAN

MD102 MECHANICAL

REFLECTED CEILING

DEMOLITION

MD103 MECHANICAL ROOF

DEMOLITION

M-101 MECHANICAL

REFLECTED CEILING

PLAN

M-102 MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-701 HVAC CONTROLS

DETAILS

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

PROJECT LOCATION

Revision Number Revisions: Date:

ED101 ELECTRICAL POWER

DEMOLITION

ED102 ELECTRICAL LIGHTING

DEMOLITION

E-101 ELECTRICAL POWER

PLAN

E-102 ELECTRICAL LIGHTING

PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL

SCHEDULES

E-701 ELECTRICAL SINGLE

LINE

EC101 ELECTRICAL RACEWAY

PLAN

EC801 ELECTRICAL RACEWAY

ISOMETRIC

PD101 PLUMBING DEMOLITION

P-101 PLUMBING PLAN

FP-101 FIRE PROTECTION PLAN

GAS METER GM

WATER METER WM

BACKFLOW PREVENTER BFP

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

CONCENTRIC REDUCER

ECCENTRICAL REDUCER

CAP

UNION

WYE STRAINER

FLANGED CONNECTION

FLOW DIRECTION

PIPE ANCHOR

PIPE SLEEVE

PRESSURE SENSOR

SHUT OFF VALVE

CHECK VALVE

CONTROL VALVE

THREE-WAY CONTROL VALVE

TEMPERATURE/PRESSURE RELIEF

VALVE

FLOW CONTROL VALVE FCV

PRESSURE REDUCING VALVE

MAKEUP WATER VALVE

THROTTLING VALVE

HUMIDISTAT H

THERMOSTAT T

IN-LINE TEMPERATURE SENSOR

T

RETURN DUCT TURNING TOWARD

VIEWER

EXHAUST DUCT TURNING TOWARD

VIEWER

SUPPLY DUCT TURNING AWAY FROM

VIEWER

RETURN DUCT TURNING AWAY FROM

VIEWER

EXHAUST DUCT TURNING AWAY FROM

VIEWER

DUCT SIZE, SEE SPECIFICATIONS FOR

INSULATION TYPE AND THICKNESS

CHANGE IN DUCT ELEVATION - RISE

INDICATED BY "R"

R

CHANGE IN DUCT ELEVATION - DROP

INDICATED BY "D"

D

SUPPLY DUCT TURNING TOWARD

VIEWER

DUCT SECTION, RETURN

DUCT SECTION, EXHAUST

DUCT SECTION, SUPPLY

BUTTERFLY VALVE

BALL VALVE

PUMP

CHILLER

COOLING TOWER

HEAT EXCHANGER, SHELL & TUBE

HEAT EXCHANGER, PLATE

COOLING COIL

HEATING COIL

ELECTRIC COIL

UNIT HEATER

CENTRIFUGAL FANCHILLED WATER SUPPLY CHWS

DRAIN D

DUAL TEMP SUPPLY H/C S

CHILLED WATER RETURN CHWR

DUAL TEMP RETURN H/C R

GLYCOL RETURN GR

CONDENSER WATER SUPPLY CWS

GLYCOL SUPPLY GS

CONDENSER WATER RETURN CWR

COOLING TOWER WATER RETURN

HEAT PUMP WATER SUPPLY HPWS

COOLING TOWER WATER SUPPLY CTWS

HEAT PUMP WATER RETURN HPWR

CTWR

DOMESTIC COLD WATER DCW

DOMESTIC HOT WATER RETURN DHWR

SANITARY WASTE SAN

DOMESTIC HOT WATER DHW

HIGH PRESSURE STEAM HPS

LOW PRESSURE STEAM LPS

VACUUM SERVICE VAC

MEDIUM PRESSURE STEAM MPS

REFRIGERANT SUCTION RS

GAS

HOT WATER SUPPLY (HEATING) HWS

REFRIGERANT DISCHARGE (HOT GAS) RD

HOT WATER RETURN (HEATING) HWR

G

MOTORIZED DAMPER M

VARIABLE FREQUENCY DRIVE VFD

MANUAL VOLUME DAMPER

RETURN DUCT TURNING TOWARD

VIEWER

EXHAUST DUCT TURNING TOWARD

VIEWER

SUPPLY DUCT TURNING AWAY FROM

VIEWER

RETURN DUCT TURNING AWAY FROM

VIEWER

EXHAUST DUCT TURNING AWAY FROM

VIEWER

DUCT SIZE, SEE SPECIFICATIONS FOR

INSULATION TYPE AND THICKNESS

24 x 12

CHANGE IN DUCT ELEVATION - RISE

INDICATED BY "R"

R

CHANGE IN DUCT ELEVATION - DROP

INDICATED BY "D"

D

SUPPLY DUCT TURNING TOWARD

VIEWER

DUCT SECTION, RETURN

DUCT SECTION, EXHAUST

DUCT SECTION, SUPPLY

BUTTERFLY VALVE

BALL VALVE

PUMP

DRAWING SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2 Mount Pleasant, SC 29464 (607)223-4334

Au to de sk

D oc s:

//5

-C

SI

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R ep la ce M

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G-100

GENERAL NOTES & SYMBOLS Replace MRI 1.5T

508 Fulton Street Durham, NC 27705

12/20/2024 MPL JWC

558-CSI-400

100% CONSTRUCTION

DOCUMENTS

1. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOW IS NEW AND SHALL BE FURNISHED AND INSTALLED BY

THE CONTRACTOR.

2. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER’S REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

3. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO

THE APPROVAL OF THE PROJECT A/E AND THE CONTRACTING OFFICER’S REPRESENTATIVE.

4. PRELIMINARY AIR BALANCE REPORT. AT THE BEGINNING OF THE WORK IMMEDIATELY AFTER RECEIVING NOTICE TO PROCEED, THE CONTRACTOR SHALL MEASURE AND SUBMIT A PRELIMINARY BALANCE REPORT IN COMPLIANCE WITH THE SPECIFICATIONS FOR THE TERMINAL UNITS IN THE AREA OF WORK OF THIS PROJECT. MEASURE ALL SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES. MEASURE AHU IN FULL COOLING, MAX AIR FLOW, AT THE AHU, AND MAX AIR FLOW AT ALL ZONES AND ALL DIFFUSERS; MEASURE THE DISCHARGE STATIC PRESSURE AT THE AHU AND THE SUCTION STATIC PRESSURE AT THE AHU. THEN EACH ZONE SHALL BE SET TO FULL REHEAT AND THE AIR QUANTITY MEASURED AT EACH OUTLET AND THE WATER FLOWS AND TEMPERATURES MEASURED AT EACH REHEAT BOX. THE EXISTING MECHANICAL DRAWINGS WILL BE PROVIDED BY THE FACILITY ENGINEERING DEPARTMENT AT THE VA. SUBMIT A BLANK AIR BALANCE REPORT FOR APPROVAL

PRIOR TO BEGINNING THE PRELIMINARY AIR BALANCE.

5. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL SURVEY THE EXISTING CEILINGS TO BE REMOVED AND REPLACED FOR THEIR EXISTING CONDITION. THIS SURVEY WILL BE USED BY THE CONTRACTING OFFICER’S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH RE-INSTALLED CEILING COMPONENTS MUST BE

REPLACED WITH NEW.

6. REQUEST APPROVAL FROM THE CONTRACTING OFFICER’S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING

SYSTEM.

7. FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO THE PROPOSED

SHUTDOWN OF ANY SYSTEM.

8. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE CONTRACTING OFFICER’S REPRESENTATIVE; NOTIFY LOCAL

AUTHORITIES AS REQUIRED.

9. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD. REFER TO

SPECIFICATION DIVISION 1, “GENERAL REQUIREMENTS”, “FIRE SAFETY REQUIREMENTS”.

10. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS CHARGED BY ANY LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

11. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

12. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, ETC. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE

OWNER. ANY MAJOR DISCREPANCIES SHALL BE CLARIFIED PRIOR TO SUBMITTAL OF BID.

13. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS.

14. VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE ENGINEER

PRIOR TO SUBMITTAL OF BID.

15. DO NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND SHOP DRAWINGS HAVE BEEN

APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND SHOP DRAWINGS SHALL BE AT THE CONTRACTOR’S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR’S EXPENSE AT THE REQUEST OF THE CONTRACTING OFFICER’S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

16. DO NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND

UNDER CONCRETE SURFACES.

17. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR’S ITEMS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

18. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE (E) STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC. AS APPROPRIATE. REVIEW THE STRUCTURAL DRAWINGS IN THE

ENGINEERING OFFICE.

19. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT OR BENEFICIAL TO THE OWNER AS DETERMINED BY THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL BE UTILIZED OR INSTALLED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THE INTERPRETATION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

20. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE UNIFORM BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER’S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

21. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE CONTRACTING OFFICER’S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT FOR THE GOVERNMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE LOCATION DESIGNATED BY

THE CONTRACTING OFFICER’S REPRESENTATIVE.

22. FOR EACH PHASE AND BEFORE INTERRUPTING EACH (E) UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA.

DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR

RELOCATED LOCATION AND ALL THE NEW HVAC SYSTEMS.

23. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING “HOT WORK” IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD “HOT WORK”. ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A

DISTANCE 50 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD “HOT WORK”.

24. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID. THERE WILL BE NO EXTRA

COMPENSATION TO THE CONTRACTOR FOR THIS WORK.

25. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU’S, ETC.

26. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT

AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS.

27. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK

THROUGHOUT THE CONSTRUCTION AND WARRANTEE PERIOD.

28. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING HOURS. THE WORK AREA SHALL BE CLEANED BEFORE THE START OF EACH WORKING DAY.

29. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED.

FINISH AND PAINT TO MATCH EXISTING TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

30. ALL VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAR, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.

31. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE PROTECTION REQUIRED.

32. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.

33. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

34. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE REFERENCED DETAIL OR NOTE IS REPEATED OR REFERENCED.

35. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR

TO MATCH EXISTING CONDITIONS, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

36. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR’S WORK AND WHICH REMAIN EXPOSED IN

THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION.

SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO INTERFERE WITH NEW PATCHES.

37. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING COMPONENTS FLUSH WITH THE NEW FINISHED SURFACES IF APPROPRIATE.

38. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE

DAMAGE BY THE CONTRACTOR’S WORK.

39. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC. ON THE PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL BE

ACCESSIBLE FROM THE FLOOR OR FROM FIXED PLATFORMS.

40. ALL NEW FIRE ALARM DEVICES INSTALLED IN HVAC EQUIPMENT SUCH AS SMOKE DETECTORS, SMOKE DAMPERS, FIRE/SMOKE DAMPERS, ETC.

SHALL BE CONNECTED TO THE MAIN FIRE ALARM PANEL.

41. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. SEE THE SPECIFICATIONS. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

SUBMITTAL REQUIRED.

42. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION TO THE EXISTING CONTROL SYSTEM SHALL BE COMPLETE SUCH THAT ALL NEW MONITORING AND CONTROL POINTS ARE RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ, ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE-VERSA. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND WILL BE AT THE CONTRACTOR’S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND VERIFICATIONS WILL BE REQUIRED AT THE

COMPLETION OF THE PROJECT.

43. THE DRAWINGS HEREIN AND CORRESPONDING REFERENCED EDITED PROJECT SPECIFICATIONS SHALL BE VALID FOR CONSTRUCTION NOT EXCEEDING TWO (2) YEARS FROM THE DATE OF STAMP/SEAL. IF CONSTRUCTION IS REQUIRED AFTER TWO YEARS FROM THE STAMP/SEAL DATE, ADDITIONAL SERVICES SHALL BE REQUIRED FOR THE DESIGNER OF RECORD (OR THEIR REPLACEMENT) TO VERIFY ANY CHANGES TO SITE CONDITIONS, ALONG WITH ANY RELEVANT CHANGES DUE TO CODE CYCLE REVISIONS AND/OR UPDATED LOCAL JURISDICTION REQUIREMENTS.

UPON COMPLETION, DRAWINGS AND CORRESPONDING SPECIFICATIONS SHALL BE RESEALED FOR CONSTRUCTION.

44. CONTRACTOR TO PROVIDE COORDINATED SHOP DRAWINGS FOR INTEGRATING FINAL EQUIPMENT SELECTED.

GENERAL NOTES

1. DURING THE EXECUTION OF THIS CONTRACT, THE PROJECT AREA WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL

BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER, STAFF, OR OTHER BUILDING OCCUPANTS. ALL WORK SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND IS SUBJECT TO THEIR CONTINUOUS APPROVAL.

2. "NORMAL" WORKING HOURS AT THE SITE ARE FROM 8:00 AM TO 12:00 AM, MONDAY THROUGH FRIDAY, AND 8:00 AM TO 5:30 PM ON SATURDAY AND SUNDAY; HOURS OUTSIDE OF "NORMAL" WORKING HOURS ARE DEFINED AS "OFF HOURS". THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF DEMOLITION, NEW INSTALLATION, AND CHANGEOVER OF THE MECHANICAL, PLUMBING, AND UTILITY SYSTEMS THAT WILL ALLOW FOR

MINIMUM DOWNTIME.

3. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF THEIR WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING THEIR WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES

AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF HOURS".

4. ALL WORK IN OCCUPIED SPACES SHALL BE DONE DURING "OFF HOURS". ALL WORK AS REQUIRED TO RETURN EXISTING SYSTEMS TO FUNCTIONALITY, REPLACE CEILING TILES, AND CONSTRUCTION CLEANUP SHALL BE FULLY COMPLETE AND APPROVED BY THE COR PRIOR TO THE END-OF-SHIFT AND BEFORE THE OPENING OF THE AREA TO STAFF AND OTHER BUILDING OCCUPANTS.

5. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED

SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

PHASING

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revision Number Revisions: Date:

Area of Work

N

MRI Scan Room 2

FG184B

MRI Exam

FG184A

Equipment

FG184C

Vestibule

C02

Control

FG184

Dressing

FG174

Dressing

FG173

Office

FG172

Alcove

C01

Sedation

FG168

Toilet

Toilet

FG169

Storage

FG170

Reception

FG171

MRI Zone IV

FG181

Equipment

FG178

HAC

FG179

Soiled Utility

FG180

Control

FG182-1

Elec

FG183

Break Room

FG182A

Dressing

FG182C

Dressing

FG182D

Storage

FG182B

Travel Distance to Exit:

Max Allowable = 200' Actual = 8'

Distance to Common Path of Travel:

Max Allowable = 100' Actual = 27'

Project Data Project Name: Replace MRI 1.5T Project Number: VA# 558-22-155 / RDCJPA# 24121.00 Project Address: Durham VA Health Care System

508 Fulton Street Durham, NC 23667

Project Description: Demolish existing exterior EIFS knockout panel, stud partition, RF Shielding enclosure and wood stud walls. Install new MRI machine. Replace exterior EIFS knockout wall and interior stud partition. Rebuild with finishes, RF Shielding enclosure.

Area of Work: 763 Square Feet

Applicable Building Codes Authority Having Jurisdiction: Durham VA Health Care System Building Code: NFPA 101, Life Safety Code, 2021 Edition

International Building Code, 2021 Edition Accessibility Code: Architectural Barriers Act Accessibility Standards w. VA supplement PG 18-13 Energy Code: ASHRAE 90.1-2013 (target 30% better than baseline) Mechanical Code: 2024 International Mechanical Code Plumbing Code: 2021 International Plumbing Code Electrical Code: 2023 NFPA 70 National Electrical Code Fire Code: 2022 NFPA 72 National Fire Alarm Code

Life Safety Summary Occupancy: Existing Health Care (existing - unchanged) Construction Type: I (222) (existing - unchanged) Hazard of Content: Ordinary Hazard Contents Sprinkler System: Fully suppressed (NFPA 13) Seismic Design Category: Category B Occupancy Load: Unchanged Travel Distance Restrictions: Dead-End Corridor Limit: 50 ft.

Common Path of Travel: 100 ft.

Travel Distance to Exits: 200 ft.

0-HR Smoke Partition - [OBC 710] / NFPA 101-8.4

1-HR Smoke Barrier - [OBC 709] / NFPA 101-8.5

1-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

2-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2

Mount Pleasant, SC 29464

(607)223-4334 Durham VA Health Care System

KEYED NOTES:

KEY PLAN:

FULLY SPRINKLERED

A u to d e s k D o c s /5

-C S

I-

R e p la c e M

R I

.5 T i n B u ild in g

/2

.0

D u rh a m

M R

I_ R

R

D C

J P

A .r v t

/2 /2

:4

:5

P M

A001

CODE PLAN

BRJR12/20/2024

Replace MRI 1.5T 558-CSI-400

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

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

Revisions: Date:

100% CONSTRUCTION

DOCUMENTS

R Q P

5.6

MRI Exam

FG184A

MRI Scan Room 2

FG184B

Control

FG184

Vestibule

C02

Alcove

C01

Corridor

A

A102

A101

A101

184BB 184BA

Equipment

FG184C

3.09

3.09

A

A101

Sim

A101

Sim

R Q P

5.6

MRI Exam

FG184A

MRI Scan Room 2

FG184B

Control

FG184

Vestibule

C02

Alcove

C01

Corridor

V .I

.F

/8

W x

H

2.52

2.04

2.04

2.03

2.03

Align

2.59

2.55 2.55

2.51

2.51

2.58

2.56

2.572.57

2.07 2.53

2.03

2.03

2.06

Area of Work

N

2.04

9.21

5.07

5.10

6.19

7.17

9.24

2.08

7.04

7.81

7.247.24

7 1/4" V.I.F.

2 1/2"

3 1/8" V.I.F.

7.82

7.14

9.219.21

9.02 7.35

7.82

9.21

6.01

6.09

7.35

7.16

6.01

109'-0"

9.419.41

13.01

9.13

7.82

Construct Metal Stud wall only at wall opening used to bring MRI equipment in.

112'-0"

13.02

13.0313.03

13.01

6.01

4 7/8"

2" Isolation Air Space 1 3/4" RF Wall Panel

4 1/8"

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION101

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

X

X

A101

SIM

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

SEE SCHED.

S E

E S

C H

E D

U L E

F

SEE PLAN

H1 J1

13.01

6.01

7.359.21

6.01

6.10

7.82

9.21

9.02 7.35

9.08

7.82

MRI Side

SEE PLAN

13.01

6.01 7.35

9.21

7.82

9.21

9.02 7.35

9.09

7.82

MRI Side

6.14

S1

2.01

9.208.14

9.20

13.02

7.16

8.10 8.10

7.16 9.16

9.17

13.0513.05

13.04

9.19

9.20

MRI Side

13.01

6.01 7.35

9.21

6.01

6.10

7.84

8.09

9.219.21

9.02 7.35

9.08

6.03

7.84

MRI Side

13.01

9.21

6.01 7.35

6.14

7.84

8.09

9.219.21

9.02 7.35

9.09

7.84

6.03

MRI Side

8.09

7.84

7.84

9.21

6.01

6.01 7.35

9.21

13.01

9.21

7.35 6.03

6.03

E x is ti n g

V .I

.F

R

.O

V.I.F.

4'-0" R.O.A

9.419.41

13.0313.03

9.44

9.43 9.42

5.17

5.18

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2

Mount Pleasant, SC 29464

(607)223-4334 Durham VA Health Care System

KEYED NOTES:

FULLY SPRINKLERED

A u to d e s k D o c s /5

-C S

I-

R e p la c e M

R I

.5 T i n B u ild in g

/2

.0

D u rh a m

M R

I_ R

R

D C

J P

A .r v t

/2 /2

:4

:0

P M

A101

ARCHITECTURAL PLANS, DETAILS,

AND SECTIONS

BRJR

Replace MRI 1.5T 558-CSI-400

N Scale: 1/8" = 1'-0"2 New Work Plan

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.

Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. First floor level 100'-0" equals XXXXX.

E. All partitions shall be type 'S1.0' unless noted otherwise.

F. All walls to be P-1 unless noted otherwise.

G. All flooring to be installed underneath all casework and storage cabinets.

H. Where new finishes would match existing finishes, or new finishes are not required, maintain existing finishes where possible during demolition and constuction phase for reuse. Patch, repair, and match existing finishes where disturbed by construction.

2.01 Existing construction to remain.

2.03 Existing gypsum board on metal stud wall to remain. Patch and install gypsum board wall, as necessary, for 'Like New' appearance before erection of new metal stud wall or installation of new finishes.

2.04 Existing masonry on metal stud wall to remain.

2.06 Existing exterior door to remain.

2.07 Existing ACT Ceiling, and Lighting Fixtures to remain. Protect ACT Tiles and Tracks, as needed, from demolition and construction damage. Coordinate storage of existing ACT tiles and tracks with the VA, as needed.

2.08 Existing steel lintel to remain.

2.51 Remove existing Gypsum Board, Wood Stud, and RF Shielding wall.

2.52 Remove existing EIFS, weather barriers, gypsum substrate, metal stud, insulation, and gypsum wall board.

Protect adjacent masonry, masonry lintels, metal stud, insulation, metal studs, wall finishes from damage during demolition of existing wall and construction of new wall. See New Work Plan.

2.53 Remove existing Vinyl Tile Flooring and prepare substrate to receive new finishes.

2.55 Remove existing RF Shielded Wood Door and Frame.

2.56 Remove existing window. Prepare wall opening to receive new RF Shielded hollow metal window and frame.

2.57 Remove existing ACT Ceiling System, lighting fixtures, mechanical diffusers, and RF Shielding.

2.58 Remove existing Casework.

2.59 Remove existing Gypsum on Metal Stud wall.

3.09 Slope up finish floor with high-strength concrete, to be be level with top of modular RF Shielding floor. Max slope: 1/20.

5.07 6" cold formed metal framing @ 16" O.C. Verify in Field.

5.10 Attach metal stud to existing metal stud structure. Allow for movement between structurers. Min. 1/4", Max 1/2".

5.17 All-thread, as required by Radio-Frequency (RF) ceiling panel manufacturer.

5.18 Fasten unistrut to structure above.

6.01 2" x 4" wood stud

6.03 2" x ___" wood blocking.

6.09 1-3/4" x 1-3/4" preserative treated wood blocking continuous mounting rail.

6.10 2" x 4" wood header

6.14 2" x 4" wood jack and kings studs, as needed.

6.19 5/8" exterior glass matt gypsum board sheathing. Seal all joints.

7.04 Two-piece break metal sill.

7.14 Batt thermal wall insulation. R-19 min.

7.16 Vapor retarder. Seal all joints and penetratons.

7.17 Air and moisture barrier. Lap air and moisture barrier over break metal sill flashing and adjacent air and moisture barriers to manufacturer's recommendations.

7.24 2-1/2" Exterior Insulation Finish System (EIFS) with Finish Coat on Base Coat with Reinforcing Mesh, on approved Insulation Board. Adhere approved Insulation Board to the Air and Moisture Barrier. Complete EIFS install to be to Manufacturer's Recommendations.

7.35 3-1/2" Acoustical batt insulation.

7.81 Continuous sealant over backer rod.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

7.84 Acoustic sealant.

8.09 Radio-Frequency (RF) Shielding safety glass window and aluminum framing.

8.10 Aluminum door jamb, provided by RF door manufacturer.

8.14 Flush aluminum sill.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.13 Attach to Structure above.

9.16 1/8" Hardboard Leveling Layer

9.17 1/8" Sub-Floor

9.19 1/8" Vinly Tile Filler

9.20 Scheduled finish flooring. See Finish Plan.

9.21 5/8" Type X gypsum board.

9.24 Gypsum Control Joint along perimeter of new infill wall.

9.41 Suspended acoustic ceiling tile/grid. See Finish Legend.

9.42 Aluminum wire hangers, as required by ACT Ceiling Manufacturer.

9.43 Aluminum angle

9.44 Aluminum screw.

13.01 1-3/4" thick continuous modular Radio-Frequency (RF) copper shielding wall panel with 1-1/2" acoustical batt insulation. Install to Manufacturer's Specifications.

13.02 1-1/8" total thickness modular Radio-Frequency (RF) Shielding floor system. Install to Manufacturer's Specifications.

13.03 1-3/4" thick continuous modular Radio-Frequency (RF) copper shielding ceiling paneling with 1-1/2" acoustical batt insulation. Install to Manufacturer's Specifications.

13.04 Bronze sprayed structural and electrical seam clamp with flat head self-threading screw. Install to Manufacturer's Specifications.

13.05 3/4" Cell panel with 3oz. copper on top side and polybak on bottom side.

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

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

GENERALCONSTRUCTION NOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner. Box hardware before giving to Owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over to Owner.

D. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

E. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

GENERAL DEMOLITION NOTES

Key Plan Scale: 3/4" = 1'-0"4 Wall Section - Exterior

Scale: 1 1/2" = 1'-0"3 Wall Section - Interior

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB Sill Detail# W H T

184BA C02 FG184B F WD 1 4'-0" 7'-0" 1 3/4" 1 HM H1 J1 S1 - RF Shielding / Access Control

184BB FG184C FG184B F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 S1 - RF Shielding / Access Control

N.T.S.Scale:

Door Types N.T.S.Scale:

H.M. Door Frame Details

Scale: 3" = 1'-0"5 Section Detail - RF Flooring

N.T.S.Scale:

Window Detail - Header

N.T.S.Scale:

Window Detail - Jamb N.T.S.Scale:

Window Detail - Sill

N.T.S.Scale:

Window Type

EQUIPMENT SCHEDULE

TAG Description Manufacturer Model

Supplied By Installed By

VA Contractor VA Contractor

1 MRI Imaging Machine Siemens Magnetom Sola X X

2 MRI Electronics Cabinet Siemens X X

3 MRI SEP Cabinet Siemens X X

4 MRI UPS with Battery Siemens X X

Section Detail - Ceiling

Revisions: Date:

100% CONSTRUCTION

DOCUMENTS

12/20/2024

RB-1

PL-1

SS-1

PL-1

P-1

RB-1

6'-1"

3'-0" 3'-0"

B1

B1

W3W3

B1

PL-1

3'-0" 3'-0"

S E

E I N

T E

R

IO

R E

L E

V A

T

IO

N S o r

2'-1"

/4

9.60

6.27

6.29

6.30

6.38

12.20

12.19

6.36

Drawer

B1

3"

1"

12.10

W3

26.01

6.29

6.38

6.30

6.27

6.36

6.37

1'-2"

S E

E E

L E

V A

T

IO

N

Area of Work

N

ACT-1

2.07

9'-0"

9'-0"

MRI Exam

FG184A

MRI Scan Room 2

FG184B

Control

FG184

Vestibule

C02

Alcove

C01

Corridor

WSF-1Equipment

FG184C

CG-1

VCT-1 VCT-1

RB-1

CG-1

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille

2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Pendant light fixture

Chain-hung light fixture

Access panel

Recessed wall-wash fixture

Surface-mounted strip light fixture

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION101

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

X

X

A101

SIM

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2

Mount Pleasant, SC 29464

(607)223-4334 Durham VA Health Care System

KEYED NOTES:

KEY PLAN:

FULLY SPRINKLERED

A u to d e s k D o c s /5

-C S

I-

R e p la c e M

R I

.5 T i n B u ild in g

/2

.0

D u rh a m

M R

I_ R

R

D C

J P

A .r v t

/2 /2

:4

:0

P M

A102

FINISH PLANS, ELEVATIONS, AND

SCHEDULES

100% CONSTRUCTION

DOCUMENTS

SMJR

Replace MRI 1.5T 558-CSI-400

A. Contractor verify dimensions prior to casework fabrication

B. Verify all conditions prior to fabrication, erection, installation.

C. See Electrical Drawings for lighting specifications.

D. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

E. All walls to be P-1 unless noted otherwise.

2.07 Existing ACT Ceiling, and Lighting Fixtures to remain. Protect ACT Tiles and Tracks, as needed, from demolition and construction damage. Coordinate storage of existing ACT tiles and tracks with the VA, as needed.

6.27 Concealed hinge.

6.29 Adjustable shelf. Plastic laminate over 3/4" particle board.

6.30 4" wire pull.

6.36 Plastic laminate over 3/4" particle board.

6.37 Sloped top. Plastic laminate over 3/4" particle board. Finish to match the casework laminate.

6.38 Self-latching, key-operated lock.

9.60 Resilient base. See Finish Legend.

12.10 Applied solid surface sidesplash.

12.19 Applied solid surface backsplash.

12.20 Solid surface material over 3/4" plywood, with 1/4" eased edge.

26.01 Light fixture. See Electrical Drawings.

GENERAL INT. ELEVATION NOTES

FINISH LEGEND

CODE FINISH TYPE MANUFACTURER PRODUCT / COLOR COMMENTS

06 41 16 PLASTIC LAMINATE CLAD ARCHITECTURAL CABINETS

PL-1 PLASTIC LAMINATE WILSONART TBD

09 51 00 ACOUSTICAL CEILINGS

ACT-1 ACOUSTICAL CEILING TILES ARMSTRONG Clean Room FL 2x2 Tile with 15/16" Aluminium Grid

09 65 16 RESILIENT SHEET FLOORING

RB-1 RUBBER BASE MANNINGTON Ideal Base, Color:TBD

WSF-1 WELDED SHEET FLOORING MANNINGTON BioSpe Armor Color: TBD

09 65 19 RESILIENT TILE FLOORING

VCT-1 VINYL COMPOSITE TILE Match Existing VCT Interior finish

09 91 00 PAINTING

P-1 INTERIOR PAINT PPG TBD

10 26 00 WALL AND DOOR PROTECTION

CG-1 CORNER GUARD INPRO 130 High Impact Surface Mount Corner Guard - 3" Wing, Full Height color TBD

12 36 00 COUNTERTOPS

SS-1 SOLID SURFACE WILSONART TBD

Scale: 1/4" = 1'-0"A Casework Elevation

Scale: 1" = 1'-0"

Sections - Casework

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N Scale: 1/8" = 1'-0"1 Reflected Ceiling Plan

N Scale: 1/8" = 1'-0"2 Finish Plan

Manufacturers' trade names and numbers are provided in Finish Legend to identify design intent. Equivalent products from other manufacturers that meet requirments of technical specifications will be acceptable upon approval in writing by contracting officer.

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

F. Ceiling height to be 9'-0" AFF, unless noted otherwise.

GENERAL RCP NOTES

Revisions: Date:

All finishes subject to approval of VA Interior Designer.

12/20/2024

T

T

T

T

T

T

T

T

T

T

T

T

T

R Q P N M

5.6

6.7

MRI Scan Room 2

FG184B

Equipment

FG184C

MRI Exam

FG184A

Control

FG184

Vestibule C02

Equipment

FG178

HAC

FG179

Soiled Utility

FG180

MRI Zone IV

FG181

Control

FG182-1

Elec

FG183

Break Room

FG182A

Storage

FG182B

Dressing

FG182D

Dressing

FG182C

Sedation

FG168

Toilet

Toilet

FG169

Reception

FG171

Storage

FG170

Office

FG172

Dressing

FG173

Dressing

FG174

Alcove C01

CH-1 CH-2 HP-1 HP-2

EF-2 EF-1

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY MECHANICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE

DONE TO THE OWNER'S SATISFACTION.

C. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED

TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

D. REMOVE ALL EXISTING MECHANICAL SYSTEM COMPONENTS, MATERIALS, APPARATUS, AND APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF

WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW

CONSTRUCTION ACTIVITIES INDICATED.

E. DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED.

PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES.

F. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR

INSTALLATION OF ELECTRICAL WORK.

G. UNLESS SPECIFIED OTHERWISE, ALL PIPING, WIRING, CONDUIT, AND OTHER DEVICES ASSOCIATED WITH THE EQUIPMENT NOT RE-USED IN THE NEW WORK AREA SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE OWNER'S PROPERTY. THIS INCLUDES ALL CONCRETE PADS, PIPE, VALVES, FITTINGS, INSULATION, AND ALL HANGERS, INCLUDING THE TOP CONNECTION AND ANY FASTENINGS TO BUILDING STRUCTURAL SYSTEMS. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF EQUIPMENT, PIPES, DUCTS, AND OTHER

PENETRATIONS IN ROOF, WALLS, FLOORS, IN AN APPROVED MANNER. STRUCTURAL

H. REMOVAL AND DISPOSAL OF ALL EXISTING REFRIGERANT SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 608 OF THE CLEAN AIR ACT (CAA), AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA)

REGULATIONS LISTED IN 40 CFR PART 82, SUBPARTS A AND F.

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2 Mount Pleasant, SC 29464 (607)223-4334

KEYED NOTES:

KEY PLAN:

Au to de sk

D oc s:

//5

-C

SI

-4

R ep la ce M

R I 1

.5 T in B ui ld in g

1/ D ur ha m M

R I_

R

.rv t

/2

0/

:1 0:

P

M

MD101

MECHANICAL DEMOLITION PLAN Replace MRI 1.5T

508 Fulton Street Durham, NC 27705

12/20/2024 MPL JWC

558-CSI-400

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"1 Mech - Demo

NOTE

1 EXISTING MRI EQUIPMENT TO BE REMOVED.

2 EXISTING UPS TO BE REMOVED.

3 EXISTING MINI SPLIT AIR CONDITIONER TO BE TEMPORARILY REMOVED AND STORED FOR REINSTALLATION.

4 EXISTING CHILLER FOR MRI EQUIPMENT TO BE REMOVED.

5 EXISTING VAV BOX TO BE REMOVED FOR REPLACEMENT.

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revision Number Revisions: Date:

N 1" = 100'-0"

KEY PLAN - BUILDING 1

SA

RA RA RA

R A

EXH

SA

SA

SA

SA

SA

RA

RA

R A

RA

R A

RA

R A

EX

H

EXH

EXHEXH

R A

SA

250 CFM

SA

300 CFM

SA

250 CFM

RA

800 CFM

SA

250 CFM

SA

300 CFM

RA

800 CFM

SA

250 CFM

QUENCH

PIPE FROM

MRI TO ROOF

12"ø EXH

9"ø SA

12"ø SA

14"x14" RA

16"ø SA9" ø

SA

12"x8" EXH

EF-2 EF-1

"x

8" E

XH

"x

8" E

XH

12"x8" EXH

9" ø

SA

"ø

S A

"x

" R

A

12"x12" RA10"ø SA

12"ø EXH

9" ø

SA

12"ø SA 16 "ø

S A

"x

" R

A

TYP.

TYP.

R Q P N M

5.6

6.7

Equipment

FG184C

MRI Scan Room 2

FG184B

MRI Exam

FG184A

Vestibule C02

Control

FG184

Equipment

FG178

HAC

FG179

Soiled Utility

FG180

MRI Zone IV

FG181

Control

FG182-1

Elec

FG183

Break Room

FG182A

Storage

FG182B

Dressing

FG182C

Dressing

FG182D

Alcove C01

Sedation

FG168

Toilet

Toilet

FG169

Reception

FG171

Storage

FG170

Alcove

Dressing

FG173

Dressing

FG174

Office

FG172

VAV-01(E)

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY MECHANICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE

DONE TO THE OWNER'S SATISFACTION.

C. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED

TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

D. REMOVE ALL EXISTING MECHANICAL SYSTEM COMPONENTS, MATERIALS, APPARATUS, AND APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF

WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW

CONSTRUCTION ACTIVITIES INDICATED.

E. DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED.

PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES.

F. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR

INSTALLATION OF ELECTRICAL WORK.

G. UNLESS SPECIFIED OTHERWISE, ALL PIPING, WIRING, CONDUIT, AND OTHER DEVICES ASSOCIATED WITH THE EQUIPMENT NOT RE-USED IN THE NEW WORK AREA SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE OWNER'S PROPERTY. THIS INCLUDES ALL CONCRETE PADS, PIPE, VALVES, FITTINGS, INSULATION, AND ALL HANGERS, INCLUDING THE TOP CONNECTION AND ANY FASTENINGS TO BUILDING STRUCTURAL SYSTEMS. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF EQUIPMENT, PIPES, DUCTS, AND OTHER

PENETRATIONS IN ROOF, WALLS, FLOORS, IN AN APPROVED MANNER. STRUCTURAL

H. REMOVAL AND DISPOSAL OF ALL EXISTING REFRIGERANT SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 608 OF THE CLEAN AIR ACT (CAA), AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA)

REGULATIONS LISTED IN 40 CFR PART 82, SUBPARTS A AND F.

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

782 Johnnie Dodds Blvd, Suite I-2 Mount Pleasant, SC 29464 (607)223-4334

KEYED NOTES:

KEY PLAN:

Au to de sk

D oc s:

//5

-C

SI

-4

R ep la ce M

R I 1

.5 T in B ui ld in g

1/ D ur ha m M

R I_

R

.rv t

/2

0/

:1 0:

P

M

MD102

MECHANICAL REFLECTED CEILING

DEMOLITION

Replace MRI 1.5T

508 Fulton Street Durham, NC 27705

12/20/2024 MPL JWC

558-CSI-400

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"1 Mechanical Ceiling Plan - Demo

NOTE

1 CONTRACTOR TO DISCONNECT AND DEMOLISH THE EXISTING QUENCH PIPE FROM THE EXISTING MRI UNIT TO THE ROOF. DISCONNECT AND DEMOLISH THE EMERGENCY EXHAUST DUCTWORK FROM THE EXISTING MRI UNIT

TO DIRECTLY ABOVE THE CEILING FOR FUTURE CONNECTION TO NEW MRI UNIT.

2 CONTRACTOR TO DEMOLISH THE EXISTING SUPPLY DIFFUSERS AND RETURN GRILLES.

3 CONTRACTOR TO REMOVE ALL EXISTING DUCTWORK ABOVE THE CEILING OF MRI EXAM 2 (RM 103) TO THE

EXTENT INDICATED ON THIS PLAN.

4 EXISTING MINI SPLIT AIR CONDITIONER TO BE TEMPORARILY REMOVED AND STORED FOR REINSTALLATION.

5 EXISTING VAV BOX TO BE REMOVED FOR REPLACEMENT.

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revision Number Revisions: Date:

RA

R Q P N M

5.6

6.7

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY MECHANICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE

DONE TO THE OWNER'S SATISFACTION.

C. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED

TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

D. REMOVE ALL EXISTING MECHANICAL SYSTEM COMPONENTS, MATERIALS, APPARATUS, AND APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF

WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW

CONSTRUCTION ACTIVITIES INDICATED.

E. DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED.

PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES.

F. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR

INSTALLATION OF ELECTRICAL WORK.

G. UNLESS SPECIFIED OTHERWISE, ALL PIPING, WIRING, CONDUIT, AND OTHER DEVICES ASSOCIATED WITH THE EQUIPMENT NOT RE-USED IN THE NEW WORK AREA SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE OWNER'S PROPERTY. THIS INCLUDES ALL CONCRETE PADS, PIPE, VALVES, FITTINGS, INSULATION, AND ALL HANGERS, INCLUDING THE TOP CONNECTION AND ANY FASTENINGS TO BUILDING STRUCTURAL SYSTEMS. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF EQUIPMENT, PIPES, DUCTS, AND OTHER

PENETRATIONS IN ROOF, WALLS, FLOORS, IN AN APPROVED MANNER. STRUCTURAL

H. REMOVAL AND DISPOSAL OF ALL EXISTING REFRIGERANT SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 608 OF THE CLEAN AIR ACT (CAA), AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA)

REGULATIONS LISTED IN 40 CFR PART 82, SUBPARTS A AND F.

AREA OF WORK

Project Number

Building Number

Drawing Number

Project…