528A6-26-607 Contract Drawings.pdf

PDF 2 MB Posted Oct 29, 2026

Attached to: Z1DA--Project # 528A6-26-607 Replace Flooring for Rm. 140 B76 | Bath VAMC
Solicitation number: 36C24227B0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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Written by GovTribe AI · Oct 29, 2026

These are construction drawings for a flooring replacement project at the Department of Veterans Affairs Medical Center in Bath, New York, specifically for Room 140, Building 76. The project involves replacing existing flooring with new LVT (luxury vinyl tile) flooring with 6-inch flashcove base in a radiography/medical imaging facility. The drawings include architectural, structural, electrical, and support layout plans prepared by Philips as equipment manufacturer drawings, with construction oversight by the Office of Construction and Facilities Management. Key project details include a reported ceiling height of 9 feet (2,743 mm), recommended minimum ceiling height of 8 feet 9 inches (2,667 mm), and recommended maximum of 10 feet 6 inches (3,200 mm). Architectural requirements specify demolition of existing flooring and cove base, wall furring-out, patch and paint work, and installation of new LVT flooring. The project includes ICRA (Infection Control Risk Assessment) dust control measures with negative air pressure requirements, tacky mats, and designated construction zones to protect occupied adjacent areas.

Electrical requirements specify a 112.5 kVA minimum power supply with three-phase, three-wire power at 400, 440, 460, or 480 VAC, 60 Hz, with a 3-pole 50-amp circuit breaker (slow blow) at the main disconnect. The project includes comprehensive conduit and raceway systems for power, signal, data, high-tension, and video cable separation, with detailed specifications for wall boxes, floor boxes, terminal blocks, and cable outlet locations. Structural support includes Unistrut ceiling support with P1001 channels spaced at 4-foot 3-inch intervals, floor and wall anchors for the Diagnost TH table base (requiring four M12 anchors), wall-mounted BuckyDiagnost VS digital equipment with multiple anchor options, and a Wi-Fi access point. All dimensions are referenced to finished wall surfaces, and the contractor is responsible for verifying existing conditions, providing all necessary conduit, boxes, and installation labor, with Philips supplying pre-terminated cables and equipment installation oversight.

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Bath VAMC

FIREPLACE

SHED

GARDEN PLOT

SHED

EMPTY TRANSFORMER

BLOCK BUILDING

DUGOUT

CONCRETE WALL

DUGOUT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G001

Cover Sheet

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Bath, NY

528A6-26-607

Issue Date AAA MCCRevisions: Date:

Project Director NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

Construction Drawings Replace Flooring - RM 140

DRAWING INDEX

DISCIPLINE/

SHEET NO. DESCRIPTION

G001 COVER SHEET & DRAWING INDEX

G002 GENERAL NOTES

A100 ARCHITECTURAL & DEMOLITON PLAN

A101 ICRA / LIFE SAFETY PLAN

A1 SITE LAYOUT

S1 FLOOR & WALLS SUPPORT LAYOUT

S2 CEILING SUPPORT LAYOUT - UNISTRUT

SD3 DETAIL - CEILING SUPPORT

SD4 DETAIL - WALL & FLOOR ANCHOR

SD5 DETAIL - WALL & FLOOR ANCHOR

EN ELECTRICAL NOTES

EL ELECTRICAL LEGEND

E1 ELECTRICAL LAYOUT

E2 RACEWAY DIAGRAM / CONDUIT LEGEND

ED1 ELECTRICAL DETAILS

ED2 ELECTRICAL DETAILS

AutoCAD SHX Text

REPLACE FLOORING

AutoCAD SHX Text

DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A6-26-607 BUILDING 76 BATH, NY

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SCALE: NONE

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SITE PLAN

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SCALE: NONE

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SITE LOCATION

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COHOCTON RIVER

AutoCAD SHX Text

AutoCAD SHX Text 29A

AutoCAD SHX Text

COHOCTON RIVER

AutoCAD SHX Text

RM 140

PROJECT LOCATION:

1ST FLOOR SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G002

General Notes

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Bath, NY

528A6-26-607

Issue Date AAA MCCRevisions: Date:

Project Director NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

Construction Drawings Replace Flooring - RM 140

1. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, AND GUIDELINES, AS OUTLINED WITHIN THE CONTRACT DOCUMENTS.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS (DIMENSION, QUANTITIES, ETC .. ) AND ESTABLISHING THE COMPATIBILllY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, ETC .. REQUIRED

BY REGULATING BODIES HAVING JURISDICTION.

4. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES.

5. CONTRACTOR SHALL PROVIDE ALL NECESSARY SCAFFOLDING AND STAGING, INCLUDING ERECTION AND

DISMANTLING AS REQUIRED FOR THE WORK AND OWNER OCCUPANCY.

6. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION.

CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL DO NOT ENTER ACTIVE WORK AREAS AT ANY

TIME.

7. CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY BARRICADES AND PROTECTIONS AS MAY BE NEEDED TO SAFELY MAINTAIN AND PROTECT THE EXISTING BUILDING, EQUIPMENT AND OCCUPANTS.

8. ALL WORK IS TO BE COMPLETED WITHIN OCCUPIED SPACE. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF DUST AND DEBRIS FROM THE CONSTRUCTION AREA INTO ADJACENT SPACES.

TEMPORARY DUST PROTECTION SHALL BE ERECTED OUTSIDE OF NORMAL WORKING HOURS. INFECTION

CONTROL MEASURES SHALL BE IMPLEMENTED.

9. CONTRACTOR IS RESPONSIBLE FOR THE PATCHING, REFINISHING & RESTORING EXISTING FINISHES TO

MATCH ADJACENT SURFACES AS REQUIRED.

10. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LOCATION FOR ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER.

11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL TRADES PRIOR TO THE START OF ANY WORK.

12. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL WORK INCLUDING THE TEMPORARY DISCONNECTION OF UTILITIES WITH THE OWNER PRIOR TO THE START OF WORK, SO AS NOT TO DISRUPT OCCUPIED AREAS

WITHIN AND SURROUNDING THE SCOPE OF WORK.

13. CONTRACTOR SHALL M.AJNTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL WORK. CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING

EQUIPMENT, CONDUIT CABLING, ETC .. WITH OWNER AS REQUIRED.

14. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED ABOVE

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL SERVICES.

15. CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING ITEMS TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, DOORS, WINDOWS, CASEWORK, FURNISHINGS AND EQUIPMENT. DAMAGE TO EXISTING ITEMS TO REMAIN SHALL BE PATCHED, REPAIRED AND/OR REPLACED AS NECESSARY TO MATCH EXISTING CONDITIONS

AT NO ADDITIONAL COST TO THE OWNER.

16. CONTRACTOR SHALL OBTAIN OWNER'S DIRECTION AND APPROVAL PRIOR TO THE DEMOLITION/REMOVAL OF ALL ITEMS TO DETERMINE IF THE ITEMS WILL BE DISPOSED OF, REINSTALLED, OR SALVAGED AND RETURNED

TO THE OWNER.

17. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL MEANS OF EGRESS AND LIFE SAFETY ROUTES FOR OCCUPIED AREAS DURING ALL PHASES OF CONSTRUCTION. FIRE ALARM AND SMOKE DETECTION SYSTEMS TO REMAIN OPERATIONAL AT ALL TIMES. ANY TEMPORARY EXCEPTIONS SHALL BE APPROVED BY THE LOCAL

CODE OFFICIALS AND FIRE CHIEF.

18. CONTRACTOR SHALL REMOVE ALL SIGNAGE WITHIN SCOPE OF PROJECT. SALVAGE AND DELIVER TO OWNER, PATCH AND PREPARE WALLS AS REQUIRED TO RECEIVE SCHEDULED FINISH.

19. CONTRACTOR SHALL COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL &HAZARDOUS MATERIALS. STOP WORK AND INFORM OWNER IMMEDIATELY IN WRITING OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR THOUGHT TO BE OF HAZARDOUS MATERIAL. THE OWNER, AFTER RECEIVING WRITTEN NOTICE SHALL INSTRUCT CONTRACTOR ON HOW TO

PROCEED.

20. CONTRACTOR SHALL PROVIDE PHLIPS WITH A SCHEDULE OF WORK TO ASSIST IN THE COORDINATION OF DELIVERY OH PHILIPS SUPPLIED PRODUCTS WHICH ARE TO E INSTALLED BY THE CONTRACTOR AND

DELIVERY OF THE PRIMARY EQUIPMENT.

GENERAL PROJECT NOTES: MINIMUM SITE PREPARATION REQUIREMENTS:

1. WALLS SHALL BE PAINTED OR COVERED, BASEBOARDS INSTALLED, FLOORS SHALL BE TILES AND/OR COVERED, CEILING SHALL HAVE GRID TILES AND LIGHTING FIXTURES INSTALLED AND OPERATIONAL.

2. ALL ELECTRICAL CONVENIENCE, CONDUIT, RACEWAY, KNOCKOUTS, CABLE OPENINGS, CHASE NIPPLES, AND

JUNCTION BOXES INSTALLED AND OPERATIONAL.

3. INCOMING MAINS POWER OPERATIONAL AND CONNECTED TO ROOM X-RAY BREAKER.

4. ALL SUPPORT STRUCTURE CORRECTLY INSTALLED. ALL CHANNELS, PIPES, BEAMS AND/OR OTHER SUPPORTING DEVICES SHOULD BE LEVEL, PARALLEL, AND FREE OF LATERAL OR LONGITUDINAL MOVEMENTS.

5. ALL CONTRACTOR-SUPPLIED CABLES PULLED AND TERMINATED.

6. A DUST-FREE ENVIRONMENT IN AND AROUND THE PROCEDURE ROOM.

7. ARCHITECTURAL FEATURES SUCH AS COMPUTER FLOOR, WOOD FLOOR, CASEWORK, BULKHEADS, INSTALLED

AND FINISHED.

ELECTRICAL REQUIREMENTS:

M-CABINET CXA 80

SUPPLY CONFIGURATION:

NORMAL LINE VOLTAGE:

BRANCH POWER REQUIREMENT:

CIRCUIT BREAKER:

3 PHASE, 3 WIRE POWER, NEUTRAL AND GROUND. WYE.

3 PHASE, 3 WIRE POWER,GROUND. DELTA

400, 440, 460 or 480 VAC, 60 Hz

112.5 kVA MINIMUM

3 POLE, 50 Amps (@ 480V) (SLOW BLOW)

RESIDUAL CURRENT DEVICE TO BE INSTALLED

DEPENDING ON LOCAL REGULATIONS.

BUILDING KEY PLAN

SCALE: 1/16" = 1'0"1

140B

140D 140A

144A

140C

140B

140D

140A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A100

Architectural & Demolition Plan

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Bath, NY

528A6-26-607

Issue Date AAA MCCRevisions: Date:

Project Director NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

Construction Drawings Replace Flooring - RM 140

NEW CONSTRUCTION KEY NOTES:

EXISTING FLOORING AND COVE BASE/TRIM TO BE DEMOLISHED/REMOVED.

INSTALL NEW LVT FLOORING WITH 6" FLASHCOVE. SEE FINISHED SCHEDULE.

WALL TO BE FURRED-OUT. PATCH AND PAINT WALLS WHERE ANY RELOCATED PANELS OR

ELECTRICAL WORK HAS LEFT INCIDENTAL VOIDS OR OPENINGS.

NEW FLOORING PLAN

SCALE: N.T.S.1

ELECTRICAL & SYSTEMS POWER DEMOLITION PLAN

SCALE: N.T.S.2

KEYED DEMOLITION NOTES:

REMOVE EXISTING CONDUIT AND POWER CABLES FROM (CB) TO (ME).

REMOVE EXISTING CONDUIT AND POWER CABLING FROM (CB) TO (ST).

REMOVE EXISTING CONDUIT AND POWER CABLING FROM (ME) TO (S1).

REMOVE EXISTING CONDUIT AND POWER CABLING FROM (S1) TO (WL).

REMOVE EXISTING CONDUIT AND POWER CABLING FROM (ME) TO (DS).

EXISTING CEILING TILES TO BE CAREFULLY REMOVED AS NOT CAUSE DAMAGE TO

ACCOMMODATE THE DEMOLITION OF EXISTING CONDUITS. CONTRACTOR WILL BE

RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES. CEILING GRID TO

REMAIN IN PLACE.

1. SEE ELECTRICAL LEGEND ON DRAWING "EL".

2. ANY ITEM NOT SPECIFICALLY IDENTIFIED BUT REQUIRED TO BE REMOVED OR REPAIRED TO

PREPARE THE BUILDING FOR THE NEW WORK OR TO OTHERWISE PRODUCE THE FINISHED

PRODUCT SHOWN IN THE CONTRACT DOCUMENTS IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

3. SCHEDULE ALL SHUTDOWNS THAT AFFECT UTILITIES AND PORTIONS OF THE BUILDING THAT

MUST REMAIN IN OPERATION WITH THE OWNER AND ALL LOCAL JURISDICTIONS HAVING

AUTHORITY PRIOR TO IMPLEMENTING.

4. DEMOLITION WORK SHALL BE SCHEDULED AT ALL TIMES AND BE SUBJECT TO THE DIRECTION

AND APPROVAL OF THE OWNER AND IMPLEMENTED WITHOUT DISRUPTION OF OCCUPIED

AREAS SURROUNDING THE DEMOLITION ZONE.

5. EXISTING CONTRUCTION TO REMAIN SHALL BE PRESERVED AND PROTECTED DURING

CONSTRUCTION. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND

REPAIRED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER,

INCLUDING THE MAINTENANCE OF ALL FIRE RATINGS AT STRUCTURAL MEMBERS, FLOORS,

WALLS, CEILINGS, ETC.

6. PRIOR TO ANY DEMOLITION, THE GENERAL CONTRACTOR SHALL COORDINATE BRACING TO

MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING AS

REQUIRED.

7. CONTRACTOR SHALL REMOVE ALL MATERIALS IN A WORKMAN-LIKE MANNER APPROVED BY

THE OWNER AND DISPOSE OF ALL MATERIALS PER APPLICABLE CODES.

8. FILL ANY OPENINGS IN FLOOR AND CEILING SLAB TO MATCH AND PRESERVE FIRE RATING.

9. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION

FOR POLLUTION CONTROL & HAZARDOUS MATERIALS.

10. ALL MEANS OF EGRESS AND LIFE SAFETY ROUTES FOR OCCUPIED AREAS ARE TO REMAIN

ACCESSIBLE DURING ALL PHASES OF CONSTRUCTION. FIRE ALARM AND SMOKE DETECTION

SYSTEMS TO REMAIN OPERATIONAL AT ALL TIMES. ANY TEMPORARY EXCEPTIONS SHALL BE

APPROVED BY THE LOCAL CODE OFFICIALS AND FIRE CHIEF.

11. CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS (RATED AND/OR NON-RATED) AS

REQUIRED. REVIEW LOCATIONS OF TEMPORARY PARTITIONS WITH OWNER & ARCHITECT

PRIOR TO START OF WORK. ALL WORK IS TO BE DONE IN PROTECTED SPACE.

12. CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS, CONDUIT SIZES, AND

LENGTHS.

GENERAL DEMOLITION NOTES:

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4"

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1HA2-76

1HA1-76

144A

136 140

136A 140C

140B

140D 140A

EXIT EXIT

ACCESS

127' EXIT ACCESS TRAVEL

ICRA BARRIER

TACKY FLOOR MAT

EXISTING EXIT ACCESS

LIFE SAFETY / CONSTRUCTION

WASTE REMOVAL PATH

EGRESS SYMBOL/RATED PARTITION KEY

EXIT

ACCESS

PRIOR TO INITIATING WORK, CONTRACTOR WILL ASSESS THE SCOPE OF THE CONSTRUCTION ACTIVITIES AND DETERMINE THE POTENTIAL RISK GROUPS INVOLVED ON THE LOCATION OF ACTIVITIES AND EXTENT AND DURATION OF THE WORK. LOW RISK GROUPS ARE CONSIDERED "OFFICE WORKERS", MEDIUM RISK GROUPS ARE CONSIDERED ALL INPATIENT AND OUTPATIENT AREAS SUCH AS PEDIATRIC & ADULT OPERATING/DELIVERY ROOMS, CATH LABS, MYELO SUPPRESSIONS UNITS, ICU'S, DIALYSIS, NURSERIES AS WELL AS CLINIC AREAS (CLINICS ASSOCIATED WITH HEMATOLOGY, ONCOLOGY, PEDIATRIC INFECTION DISEASE, OR TRANSPLANT SERVICES) AND SERVICE AREAS (CENTRAL PROCESSING, STERILE PROCESSING, FOOD PREP & SERVICE AREA AND PHARMACIES. THE VAMC INFECTION CONTROL GROUP WILL CONFIRM AND APPROVE THE DESIGNATION PROVIDED IN THIS SUBMITTED DUST CONTROL PLAN. VAMC IS ALSO RESPONSIBLE FOR ANY AND ALL INFECTION CONTROL MEASURES DETERMINED & ESTABLISHED BY VAMC POLICY, SUCH AS THE RELOCATIONS OF HIGH RISK PATIENTS, APPROVING ALTERNATE TRAFFIC PATHS FOR CONSTRUCTION WORKERS OR ESTABLISH ALTERNATE TRAFFIC PATTERNS FOR STAFF, PATIENTS & VISITORS. THE PLAN SHOULD BE REVISED ACCORDING TO SPECIFIC VAMC POLICIES OR CHANGING CONDITIONS AT THE SITE AS THEY MAY OCCUR.

BATH RENOVATION

FOR THE PURPOSE OF THIS RENOVATION, THE CONSTRUCTION WORK IS CONSIDERED MEDIUM RISK AND COMPRISES WORK WHICH COULD GENERATE MODERATE TO HIGH LEVELS OF DUST NOT WITHIN THE CONFINES OF A SUITE OR OFFICE AND INCLUDES EXTENSIVE CONSTRUCTION WORK (DEMOLITION) THROUGHOUT THE FIRST FLOOR. THE DUST CONTROL PLAN MUST BE DISTRIBUTED AND REVIEWED BY ALL CONTRACTORS PERFORMING WORK ON THIS CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION & CONSTRUCTION ACTIVITIES

- DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON RE-CIRCULATED AIR; IF FEASIBLE, SEAL

OF ADJACENT AIR INTAKES.

- IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY FILTER BANKS FREQUENTLY & REPLACE AS NEEDED TO

AVOID BUILDUP OF PARTICULATE.

- SEAL WINDOWS & REDUCE WHEREVER POSSIBLE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN CORRIDORS)

ESPECIALLY IN PROTECTIVE ENVIRONMENT (PE) AREAS.

B. INTERNAL DEMOLITION & CONSTRUCTION ACTIVITIES DUST & DEBRIS CONTROL

- BARRIER SYSTEMS: THE AREA SHOULD BE ISOLATED, AS THE PROJECT REQUIRES. SMALL, SHORT DURATION PROJECTS GENERATING MINIMAL DUST MAY SE FIRE-RATED PLASTIC SHEETING, BUT SHOULD BE SEALED AT FULL CEILING HEIGHT WITH AT LEAST 2-FOOT OVERLAPPING FLAPS FOR ACCESS TO ENTRY. PROJECTS THAT PRODUCE MODERATE TO HIGH LEVELS OF DUST REQUIRE RIGID, DUST-PROOF, & FIRE-RATED BARRIERS WALLS (E.G DRYWALL) WITH CAULKED SEAMS FOR A TIGHT SEAL EXTENDING FLOOR TO CEILING. SEAL OFF AND BLOCK AIR VENTS IF RIGID BARRIERS ARE USED FOR CONTAINMENT. LARGE DUST PROJECTS MAY NEED AN ENTRY VESTIBULE FOR CLOTHING CHANGES AND TOOL STORAGE AND TIGHT SEALS SHOULD BE MAINTAINED AT THE FULL PERIMETER OF WALLS & WALL PENETRATIONS. AN INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MIL) MAY BE REQUIRED TO PROTECT THE AREA WHILE THE RIGID IMPERVIOUS BARRIER IS BEING CONSTRUCTED. ANY DUST MUST BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF THE CONSTRUCTION PROJECT DUST BARRIER MUST BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST & THE CONTRACTOR PERSONNEL MUST MONITOR & PERFORM BARRIER MAINTENANCE & BE EDUCATED TO NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST EVIDENCED BY FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY PRESENCE OF INSECTS & FLIES, WET

CEILING TILES, ETC.

- TRAFFIC CONTROL; DESIGNATED ENTRY & EXIT PROCEDURES MUST BE DEFINED. EGRESS PATHS SHOULD BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHOULD BE USED DURING SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE SHOULD DIRECT PEDESTRIAN TRAFFIC AWAY FROM TH E

CONSTRUCTION AREA & MATERIALS.

-DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHOULD BE REMOVED DAILY & AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHOULD BE USED, & THE CHUTE OPENING SHOULD BE SEALED WHEN NOT IN USE. FILTERS SHOULD BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR MUST NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL FROM THE VAMC.

- EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

- CEILINGS THAT ARE REMOVED/MODIFIED TO ALLOW CONSTRUCTION OF ICRA BARRIERS SHOULD BE REINSTALLED TO

PRE-CONSTRUCTION CONDITIONS.

DUST CONTROL PLAN NOTES/DUST CONTROL PLAN HAZARD ASSESSMENT

- TRAFFIC CONTROL; DESIGNATED ENTRY & EXIT PROCEDURES MUST BE DEFINED. EGRESS

PATHS SHOULD BE FREE OF DEBRIS; DESIGNATED ELEVATORS SHOULD BE USED DURING

SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHOULD DIRECT PEDESTRIAN TRAFFIC AWAY FROM TH E

CONSTRUCTION AREA & MATERIALS.

-DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHOULD BE REMOVED DAILY & AT TIMES

SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHOULD BE USED, & THE CHUTE

OPENING SHOULD BE SEALED WHEN NOT IN USE. FILTERS SHOULD BE BAGGED AND SEALED

BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR MUST NOT

HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL FROM THE VAMC.

- EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE INFILTRATION FROM ANY

ADJACENT EXCAVATION DEBRIS.

- CEILINGS THAT ARE REMOVED/MODIFIED TO ALLOW CONSTRUCTION OF ICRA BARRIERS

SHOULD BE REINSTALLED TO PRE-CONSTRUCTION CONDITIONS.

VENTILATION & ENVIRONMENTAL CONTROLS

- AIR SYSTEM FLOW: DETERMINE WHTHER THE CONSTRUTION AREA USES FRESH/OUTSIDE OR

RE-CIRCULATED AIR, FILTERS SHOULD BE ADDED OR RETURN VENTS COVERED AS NEEDED WITH

FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

- NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS & WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS.

USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHOULD

PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER CAPABLE OF FILTRATION

RATES OF 300-800 CUBIC FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE

IF APPROVED BY VAMC. IF EXHAUST MUST BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A

PRE-FILTER & HEPA FILTER SHOULD BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF

THE DUCTS.

- ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS & INTACT CEILING SHOULD BE

VERIFIED DAILY.

- AIR EXCHANGE RATES & PRESSURE RELATIONSHIPS: VAMC AND/OR CONTRACTOR WILL VERIFY & MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY & ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA ELSEWHERE. VAMC

WILL MAKE DETERMINATION OF PROVIDING FOR THE ACCOUNTABILITY AND FREQUENCY OF

TESTING AIR PRESSURE THROUGHOUT THE PROJECT.

- MANOMETERS SHOULD BE LOCATED ON ICRA PARTITION DOOR & ON THE NON-CONSTRUCTION

SIDE OF THE PARTITION.

CONTAMINATION OF PATIENT ROOMS

- WORK SITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHOULD BE FREE OF LOOSE SOIL & DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORK (E.G

COVERALLS, FOOTGEAR & HEADGEAR) A HEPA-FILTERED VACUUM SHOULD BE USED TO REMOVE

DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE APPAREL IS UTILIZED

THE CONTRACTOR MUST CONSTRUCT A SPACE OR ANTEROOM FOR CHANGING CLOTHING &

STORING EQUIPMENT (DESIGNATED AREA). ALL EQUIPMENT, TOOLS, TOOL CARTS, MATERIALS, ETC.

TRANSPORTED THROUGH OCCUPIED AREAS MUST BE MADE FREE FROM DUST & MOISTURE BY

VACUUMING & WET WIPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR WORK

AREA.

- CONTRACTOR CLEANING: THE CONSTRUCTION ZONE SHOULD BE MAINTAINED IN A CLEAN

MANNER BY CONTRACTORS & SWEPT OR HEPA-VACUUMED DAILY OR MORE FREQUENTLY AS

NEEDED TO MINIMIZE DUST. ADJACENT AREAS THAT MAY BE IMPACTED BY THE CONSTRUTION

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 HEAVY DIRT &

DUST FROM CONSTRUCTION AREAS.

NOTES:

1. ENSURE RENOVATED AREA IS COMPLETELY SEALED OFF FROM SURROUNDING AREAS.

2. MAINTAIN MEANS OF EGRESS DURING CONSTRUCTION. RESTRICT ACCESS TO WORK AREA DURING

CONSTRUCTION.

3. PROVIDE AND MAINTAIN CLEAN TACKY MATS AT ENTRANCE / EXIT OF ICRA BARRIER TO MINIMIZE

TRACKING CONSTRUCTION DEBRIS THROUGH THE BUILDING.

4. COORDINATE PHASING SCHEDULE WITH COR PRIOR TO STARTING CONSTRUCTION.

5. CEILINGS THAT ARE REMOVED/MODIFIED TO ALLOW CONSTRUCTION OF ICRA BARRIERS ARE THE

CONTRACTOR'S RESPONSIBILITY TO BE REINSTALLED TO PRE CONSTRUCTION CONDITIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A101

Dust Control / ICRA Plan & Life Safety Plan

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Bath, NY

528A6-26-607

Issue Date AAA MCCRevisions: Date:

Project Director NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

Construction Drawings Replace Flooring - RM 140

ICRA & Dust Control Plan

SCALE: N.T.S.1

1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12'

.5 m

1m 1.

5m 2m

3m 3.

Table Transverse ℄

Ta bl e Lo ng itu di na l ℄

9'-4"

3' -2

'-1

15 16 "9'

-3

2'-0"3'-0"

5'-0"

5'-7 1 16"3'-85

3'-0"

4'-0 5 16"

1' -1

11 2" 4'

-1 11 2"

18'-5 7 16"4'-0 5

16"

63 4" 3'

-5 15 16

-3 3 8"

4'-015 16"

2'-0"

22'-53 4"

1' -0

-0

Wall to be furred-out

3'-9"

1' -1

015 16

A1 THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED.

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Site Layout 1/4" = 1'-0"

Recommended Minimum Ceiling Height: 8'-9" (2667mm) Recommended Maximum Ceiling Height: 10'-6" (3200mm)

Reported Ceiling Height: 9'-0" (2743mm)

Ceiling Heights (measured from finished floor to bottom of Unistrut) other than recommended may impact equipment functionality - see

Ceiling Height Guide and consult with Philips.

Walls

Soffit

Existing (to be removed)

Beams or other building construction elements

Legend

* Counters and cabinetry shown to be supplied and installed by contractor.

General Notes

* Field to verify all room dimensions.

* Refer to A.D.A. Guidelines for doors and clearances. Verify all other applicable code(s) with the architect of record.

1m 1.

5m 2m

3m 3.

Floor Surface to be flat and level to within plus or minus 116" (2mm) over a length of 39" (1m).

Cable Outlet

Table Transverse ℄

Ta bl e Lo ng itu di na l ℄ W al l B uc ky

WAP

9'-4"

3' -2

2'-1 5 16" 2'-1 5

16"

1' -0

9 16

1' -0

9 16

DVS

2' -2

-2

4' -0

4'-9"

6'-5"

S1 THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED.

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Floor & Walls Support Layout 1/4" = 1'-0"

Recommended Minimum Ceiling Height: 8'-9" (2667mm) Recommended Maximum Ceiling Height: 10'-6" (3200mm)

Reported Ceiling Height: 9'-0" (2743mm)

Ceiling Heights (measured from finished floor to bottom of Unistrut) other than recommended may impact equipment functionality - see Ceiling Height Guide and consult with Philips.

MSB Anchors in floor for Diagnost TH SD5

DVSB Support in wall for BuckyDiagnost VS SD4

DVSB Anchors in floor for BuckyDiagnost VS SD4

VCSA Anchors in wall for BuckyDiagnost VS Connection Box (not shown) SD4

DVSA Anchors in wall for BuckyDiagnost VS SD4

Item Number

Description

Detail Sheet

A Furnished and installed by Philips B Furnished by customer/contractor and installed by customer/contractor C Installed by customer/contractor D Furnished by Philips and installed by contractor E Existing F Future G Optional

Floor & Wall Support Legend

Notes:

1. Anchors for items that are installed/anchored by customer/contractor shall be provided by customer/contractor.

2. Anchors for items that are installed/anchored by Philips shall be provided by Philips. If customer's engineering documents specify anchors other than those listed in this document, the anchors shall be provided by customer/contractor and installed by Philips.

3. In all instances, the wall and/or floor support are the sole responsibility of the customer/contractor. The customer's architect/engineer of record shall specify wall and/or floor support sufficient for the bolt forces shown on the details.

All dimensions must be off of the finished wall.

If a wall is furred out to hide electrical duct or boxes, the dimensions included in this plan must come off of the finished furred wall.

A WAP Wi-Fi Access Point - optional wall mounting SD5 m

1m 1.

5m 2m

3m 3.

Table Transverse ℄

Ta bl e Lo ng itu di na l ℄

4'-3" 4'-3" 4'-3"

UNI

Typ.

9'-4"

3' -2

5'-9"

9' -0

S2 THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED.

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Ceiling Support Layout - Unistrut 1/4" = 1'-0"

Recommended Minimum Ceiling Height: 8'-9" (2667mm) Recommended Maximum Ceiling Height: 10'-6" (3200mm)

Reported Ceiling Height: 9'-0" (2743mm)

Ceiling Heights (measured from finished floor to bottom of Unistrut) other than recommended may impact equipment functionality - see Ceiling Height Guide and consult with Philips.

UNIB Unistrut (P1001) SD3

See Ceiling Clearance Detail (sheet SD2) for information on restricted areas for objects that project below the finished ceiling.

Item Number

Description

Detail Sheet

Ceiling Support Legend

All dimensions must be off of the finished wall.

If a wall is furred out to hide electrical duct or boxes, the dimensions included in this plan must come off of the finished furred wall.

SD3

THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED.

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(25.0)

Finished Ceiling Fixing Block

Detail - Ceiling Support (Not to scale)

P1001 (or equal) Unistrut

Self-locking Bolt, M10x40

Clip Rail

Fixing Block

[72mm]

315 16

[1 m m

Clip Rail Detail

Fixing Block for Philips Ceiling Rails (Clip Rails) Detail

[32mm] 16"

[151mm]

· Philips does not specify the overhead equipment support structure. Unistrut (or equal) may or may not be used. If Unistrut are used, it is up to Unistrut and the structural engineer for the project to determine which of it's products are appropriate for each project.

· Finished ceiling must NOT be lower than the bottom of the Unistrut in order to prevent damage to the finished ceiling during the installation of clip rails.

· Finished ceiling height to be 1/4" above bottom of Unistrut.

· Nothing shall be attached to the Unistrut with any fastener that protrudes into the Unistrut which would interfere with positioning of the fixing block.

· Fixing blocks for Philips ceiling rails (clip rails) are designed to be installed in P1001 Unistrut.

· The inside of the Unistrut must be clear of obstructions (including paint).

· Unistrut elements must be rigid and comply with the ceiling structure requirements. See SN sheet, item #4 "Ceiling Support

Apparatus".

Tube Crane Support Forces Tension Forces Compressive Forces CSM III 956 lbs/support 192 lbs/support

(Support = 2 screws into each Fixing Block)

5 8"

[1 7m m

Front View Front View Side View

4" [101mm]

Fixing Block

CSRUNI Side View

SD4

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Detail - BuckyDiagnost VS Digital (Not to scale)

(25.1)

Wall Support Options The customer's architect/engineer of record shall specify a wall support sufficient for the bolt forces specified. Anchors will be provided by Philips, and the wall support is the sole responsibility of the customer/contractor. Below are Philips' pre-evaluated and approved methods of providing support:

Option Anchor Style (Provided by Philips) Anchor Size

Anchor Quantity

Wall Support Size & Material (Provided & installed by customer/contractor)

A Through Bolt 3 8" diameter 4 Minimum 10 Gauge Steel Plate1, or Douglas Fir #2

Grade (minimum 4" x 4")

B Self Drilling Tek Screw #14 4 Minimum 10 Gauge Steel Plate1

C Lag Screw 7 16" 4 Douglas Fir #2 Grade (minimum 4" x 4")

D Toggler Snaptoggle Anchor 3 8" diameter expansion screw 4 Minimum 10 Gauge Steel Plate1

1 Unistrut, angle, or c-chanel material is preferred.

Wall Anchoring Example Illustration of Wall Support with Steel Plate and Toggler Anchor

Isometric wall studs drywall

Bucky VS Wall Holder

4" x 2" 10 gauge steel angle

Side drywall

4" x 2" 10 gauge steel angle

3/8" Toggler Brand Snaptoggle Anchors (x4)

Bucky VS Wall Holder

Floor Anchoring Details

[120mm]

2' -1

7 16

[6 m m

31 8"

[8 0m m

13 16

[2 0m m

6 5 16"

[160mm]

16"

[20mm] cable outlet (preferred) cable outlet (alternate)

(13.0)

Detail - BuckyDiagnost VS Advanced Connection Box (Not to scale)

Option Anchor Style (Provided by Philips) Anchor Size

Anchor Quantity

Wall Support Size & Material (Provided & installed by customer/contractor)

A SPAX Multipurpose Flat Head Screw #10 x 11 2"L 4 Drywall with wood backing

B Round Phillips Head Self Drilling Screw #10-16 x 11 2"L 4 Drywall with minimum 10 gauge steel backing

C Toggler SnapToggle with Round Head Screw #BA with #10-24 x 21 2"L 4 Drywall (5 8"D min.)

D Round Phillips Head Self Drilling Screw #10-16 x 11 2"L 4 Metal junction box or raceway

Elevation View of Connection Box Weight = 36 lbs

Bolt Forces Tmax (Tension) = 39 lbs/bolt Vmax (Shear) = 36 lbs/bolt (Seismic area forces - consult seismic calculation documents)

VSC

DVS

1" [2

6m m

Bolt Forces (Standard DVS) Bolt Forces (Tilting DVS) Tmax (Tension)(Wall) = 303 lbs/bolt (max) Tmax (Tension)(Wall) = 604 lbs/bolt (max) Vmax (Shear)(Wall) = 72 lbs/bolt (max) Vmax (Shear)(Wall) = 89 lbs/bolt (max) Vmax (Shear)(Floor) = 227 lbs/bolt (max) Vmax (Shear)(Floor) = 283 lbs/bolt (max)

Wall mounting points must be suitable to tensile strength Fs ≥ 1500N (338 lbf) each anchor.

Floor mounting points must be suitable for tensile strength Fs ≥ 500N (113 lbf) for each screw.

(Seismic area forces - consult seismic calculation documents)

6' -3

1m m

8" m in [2 m m

2' -1

0" [8

3' -2

VARIES

SEE E1 SHEET

for exact location of electrical box

6' -6

3 8" [1

0m m

3 8"

[3 5m m

[120mm]

3' -1

5 16

7m m

0m m

2' -1

7 16

[6 m m anchoring at floor (see detail to right)

3' -3

Blocking inside wall (see chart below) (4) mounting points on cover MUST be in contact with the wall blocking. Additional blocking may be required depending on the location of stud framing

(4) mounting points on DVS MUST be in contact with the wall blocking.

Additional blocking may be required depending on the location of stud framing

Framing inside wall (for illustrative purposes only)

Wall Blocking (see chart to side)

DVS electrical box

6 5 16"

[160mm]

Elevation View of Bolts and Backing for DVS (not site specific)

16"

[93mm]

23 4"

[7 0m m

Top Front Side wall

Wall Holder / Bracket Details

[190mm]

1 8"

[3 m m ] 1

[3mm]

Example: Expansion Anchor System Type: Safety Stud Anchor (not to scale)

Screed Layer

Floor Plate

Safety stud anchor

Example - Chemical Anchor System (not to scale)

Chemical Anchor:

Threaded rod in 2-component mixture

Floor Plate

Washer and jam nut (use Loctite 243)Attention: Grinding down is not allowed.

Screed Layer

43 16

[1 m m

.5 m m

1'-4" [406mm]

7 16

[2 m m

[60mm] mounting holes at floor wall

Top

73 8"

[1 m m

[60mm]

5 8"

[1 6m m

[48mm]

3x Suitable M12 anchors

SD5

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Front View

Elevation View of Bolt Locations and Cable Outlet

(17.0)

Detail - Wi-Fi Access Point - Wall Mounted) (Not to scale)

Typical electrical box location (see sheet E1)

4 9 16"

[131mm]

5" [1 m m

315 16

[1 m m

[99mm]

Ceiling/Top of Wall

Mounting Elevation View

515 16

[1 m m

[3 m m

Minimum Space required for installation and repair

Recommended

WAP

(25.0)

Detail - Diagnost TH/TF Table Base (Not to scale)

Plan View of Bolt Locations and Cable Outlet The Diagnost TH/TF base mounted directly to the floor. A floor plate is not used.

2'-811 16"

[830mm]

1'-4 5 16"

[415mm]

51 4"

[1 m m

51 4"

[1 m m

5 16

[3 3m m

57 8"

[1 m m

[70mm]

11 5 16"

[287mm]

Table Longitudinal ℄

Table Transverse ℄

Bolt Forces The mounting points on the floor must be suitable for a tensile strength of F> 3600N (810 lbf) each anchor.

(Seismic area forces - consult seismic calculation documents)

Cablet Outlet

Four mounting holes for suitable M12 anchorsMS

1'-115 8"

[600mm]

1 4"

[2 m m

1 16

[2 m m

1'-011 16"

[322mm]

1 16

[2 m m

3 16

[5 5m m

1" [25mm]

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General Electrical Information

1. General The customer shall be solely responsible, at its expense, for preparation of the site, including any required electrical alterations. The site preparation shall be in accordance with this plan and specifications, the architectural/construction drawings and in compliance with all safety and electrical codes, the customer shall be solely responsible for obtaining all electrical permits from jurisdictional authority.

2. Materials and Labor The customer shall be solely responsible, at its expense, to provide and install all electrical ducts, boxes, conduit, cables, wires, fittings, bushing, etc., as separately specified herein.

3. Electrical Ducts and Boxes Electrical ducts and boxes shall be accessible and have removable covers. Floor ducts and boxes shall have watertight covers. Ducts shall be divided into as many as three separate channels by metal dividers, separately specified herein, to separate wiring and/or cables into groups as follows: Group A: power wiring and/or cables, Group B: signal and/or data and protective ground wiring and/or cables, Group C: x-ray high voltage cables. The use of 90 degree ells is not acceptable. On ceiling duct and wall duct use 45 degree bends at all corners. All intersecting points in duct to have cross over tunnels supplied and installed by contractor to maintain separation of cables.

4. Raceway / Conduit Raceway / Conduit point - to - point runs shall be as direct as possible. Empty conduit runs used for cables may require pull boxes located along the run. Consult with Philips. A Greenlee measuring tape (part no. 435) shall be installed in each conduit run. Best practice to name the physical conduit. All conduits which enter duct prior to their termination point must maintain separation from other cables via use of dividers, cross over tunnels, or conduit supplied and installed by contractor from entrance into duct to exit from duct.

5. Conductors All conductors, separately specified, shall be 75°C stranded copper, rung out and marked.

6. Disconnecting Means A disconnecting means shall be provided as separately specified.

7. Warning Lights and Door Switches "X-ray on" warning lights and x-ray termination door switches should be provided at all entrances to x-ray rooms as required by code.

8. Dimmer Switches X-ray room lights should be provided with dimmer switches.

(25.0)

Electrical Notes

1. The contractor will supply & install all breakers, shunt trip and incoming power to the breakers. The exact location of the breakers and shunt trips will be determined by the architect or contractor.

2. The contractor shall supply & install all pull boxes, raceways, conduit runs, stainless steel covers, etc. Conduit/raceways must be free from burrs and sharp edges over its entire length. A Greenlee pull string/measuring tape (part no. 435, or equivalent) shall be provided with conduit runs.

3. All pre-terminated, cut-to-length cables will be supplied and installed by Philips. See Conduit List for information regarding all other cables (e.g. cables to breakers, etc.).

4. Provide and install 4 - 2"(50mm) diameter chase nipples between adjacent wall boxes (not required if raceway installed above and below wall boxes).

5. Electrical raceway shall be installed with removable covers. The raceway should be accessible for the entire length. In case of non - accessible floors, walls and ceilings, an adequate number of access hatches should be supplied to enable installation of cabling.

Approved conduits may be substituted. All raceways will be designed in a manner that will not allow cables to fall out of the raceway when the covers are removed. In most cases, this will require above-ceiling raceway to be installed with the covers removable from the top. Raceway system as illustrated on this drawing are based upon length of furnished cables. Any changes in routing of raceway system could exceed maximum allowable length of furnished cables. Conduit or raceway above-ceiling must be kept as near to finished ceiling as possible.

6. Conduit sizes shall be verified by the architect, electrical engineer or contractor, in accordance with local or National Electrical Codes, whichever governs.

7. Convenience outlets are not illustrated. Their number and location are to be specified by the customer/architect.

8. All sections of raceway and conduit shall be grounded with an independent #6AWG green wire that is to be attached using solderless lugs All ceiling mounted structural support members and ceiling plates shall also be grounded. All grounding connections, terminals, etc. shall be installed in a manner to provide accessibility for inspection, maintenance, repair, etc.

9. The contractor is to ensure system cables that run from the system cabinet to the table are not run under the slab in ground floor installations. They need to be run in a trough or a raceway in the floor per NEC section 390 Underfloor Raceway. Conduits may not be allowed in a basement slab. The cables from the cabinets to the table are not certified in a wet environment/area.

10. Applied cable connectors cannot be removed for installation. Site must select a suitable size for cable ducts and wall outlets so connectors and cables can pass through.

11. Flex conduit does not meet Philips installation requirement and is NOT ALLOWED for substitution for EMT/Rigid conduit materials. Any deviation for conduit material requires written permission from the Philips project manager.

(25.0)

Electrical Requirements

Electrical power distribution at the facility shall comply with:

· Utilization voltages per ANSI C84.1 - 1982 range A.

· Voltage to be supplied is 3 phase, 3 wire power and ground (delta or wye) unless otherwise noted in equipment specifications.

· Phase conductors to be sized for instantaneous voltage drop per NEC 517-73 and Philips recommendations.

· Neutral and ground conductors to be sized equivalently to phase conductors, unless otherwise noted.

· Metal conduit shall not be used as the equipment ground conductor.

· Clamping type surge suppressors are highly recommended in addition to standing facility lighting arrestors. Equipment to be protected from ANSI/IEEE C62.41-1980 location category B impulses.

· ANSI/NFPA 70 - National Electrical Code (NEC) Article 250 - Grounding Article 517 - Health Care Facilities

· ANSI/NFPA 99 - Health Care Facilities Code

· NEMA standard XR 9 - Power Supply Guidelines for X-Ray Machines

· A clearance of 3'-6 18" (1070mm) in front of all system cabinets is required for Philip' safe serviceability and to meet NEC requirements.

(25.0)

Power Quality Guidelines

1. Power supplied to medical imaging equipment must be separate from power feeds to air conditioning, elevators, outdoor lighting, and other frequently switched or motorized loads. Such loads can cause waveform distortion and voltage fluctuations that can hinder high quality imaging.

2. Equipment that utilizes the facility power system to transmit control signals (especially clock systems) may interfere with medical imaging equipment, thus requiring special filtering.

3. The following devices provide a high impedance, nonlinear voltage source, which may affect image quality: static UPS systems, series filters, power conditioners, voltage regulators.

Do not install such devices at the mains supply to medical imaging equipment without consulting Philips installation or service personnel.

4. Line impedance is the combined resistance and inductance of the electrical system and includes the impedance of the power source, the facility distribution system, and all phase conductors between the source and the imaging equipment. The minimum conductor size is based on the total line impedance and NEC requirements. Impedance calculations are to be performed by an electrical engineer).

(21.0)

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B ST

Shunt Trip (emergency off) Large mushroom-head button on remote control station with contacts to operate feature of CB. Location per local code or owner requirements (mandatory for VA and DOD installations). (Not shown on plan)

RJ45 type Ethernet 10/100/1000 Mbit network connector. Access through customer's network to VPN device capable of connecting to the Philips Remote Service Network (RSN) Datacenter is needed. Refer to page N1 for RSN connectivity options. Locate within 10' (3048mm) of network card. Network Fiber optic and Ethernet cabling, connectors, wall boxes, patch panels, etc, are the responsibility of the purchaser. Philips assumes no responsibility for procurement, installation, or maintenance of the components.

B DS

Door Switch - 120V, 5A switch limited to open when door is open. Mount in upper corner on strike side of main entry door(s) (Cooper no. 1665 or equivalent), if required by local code or physicist of record. (Not shown on plan) ED1

B WL

Warning Light - Provide an surface or flush mounted light fixture above door to indicate when X-Ray is on. (Not shown on plan) ED1

B 120V, 20A dedicated duplex outlet. Coordinate exact location with local Philips Service.

B WAP

4" (102mm) W x 4" (102mm) L x 4" (102mm) D wall box with removable screw-type cover plate, flush mounted 10" (254mm) below ceiling/top of wall to top of box. Location shown is recommended and may be changed - verify relocation with local Philips Service.

6" (152mm) W x 6" (152mm) L x 4" (102mm) D wall box with removable screw-type cover plate, flush mounted 39" (991mm) A.F.F. to bottom of box.DVSB

B ME

19 1/4" (489mm) W x 67" (1702mm) H x 4" (102mm) D flanged-edge terminal wall box with removable screw-type cover plate, surface mounted 75" (1905mm) A.F.F. to top of box. Conduits to terminate at conduit knock outs provided on top, bottom, or sides of terminal wall box. If raceway is used at top and / or bottom of terminal wall box, remove panel(s) of terminal box by drilling out pop rivets. Top and bottom panels will slide out without the need for cutting. Cutting of the box is prohibited as it will void the UL listing. Weight is approximately 125lbs per box. See ED1 sheet for wall box ordering instructions.

ED1

8" (203mm) W x 8" (203mm) L x 4" (102mm) D floor box, mounted below finished floor with a 5" (127mm) diameter core drill to cable inlet of table.MSB ED1

Ceiling

Wall 480V, 3 phase 50 AMP circuit breaker with shunt trip. Run power from breaker to ME, leaving an 8' (2438mm) tail.

See Sheet ED1 for power quality…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 29, 2026.