ATTACHMENT A - DRAWINGS - 664-18-320.pdf

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PROJECT LOCATION KEY PLAN

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UCSD

3350 LA JOLLA VILLAGE DRIVE

PROJECT REVIEW

DATE: APPROVED: DIRECTOR

DATE: APPROVED: ASSOCIATE DIRECTOR

DATE: APPROVED: ASSISTANT DIRECTOR

DATE: APPROVED: CHIEF OF STAFF

DATE: APPROVED: CHIEF ENGINEER

DATE: APPROVED: ASSOCIATE DIRECTOR, PATIENT CARE SERVICES

DATE: APPROVED:

DATE: APPROVED:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

MECHANICAL:

B

IM

/6

-1

-3

E n e rg y M a n a g e m e n t C o n tr o ls

I n te g ra ti o n /6

-1

-3

-B

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A

M

G-001

COVER SHEET

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

P2S ENGINEERING, INC.

5000 E. SPRING STREET, 8TH FLOOR

LONG BEACH, CA 90815-5218

Mikhail Fuks

ENERGY MANAGEMENT

CONTROLS INTEGRATION 1

3350 La Jolla Village Dr, San Diego, CA 92161

664-18-320

03/15/2019 M. Perkins K. Luke

ISSUED FOR

CONSTRUCTION

SAN DIEGO VA HEALTH CARE SYSTEM

(SDVAHCS)

Energy Management Controls Integration 1

BUILDING 1

CLIENT:

Timothy M. Saffles

Contract Specialist | Construction Branch 2 NCO 22 - Gilbert

777 E Missouri Ave, Suite 300 Phoenix, AZ 85014 602-795-4465 (P)

Tung Hoang Construction Control Representative

Engineering Service VA San Diego Health Care System

3350 La Jolla Village Drive San Diego, CA 92161

(858) 552-7584 (O)

(858) 642-1219 (C)

ISSUED FOR CONSTRUCTION SUBMITTAL

MARCH 15, 2019

VA PROJECT NO : 664-18-320

SCOPE OF WORK

SHEET INDEX

Sheet Number Sheet Name

1EP103D POWER PLAN - THIRD FLOOR INTERSTITIAL - SOUTH

1EP104A POWER PLAN - FOURTH FLOOR INTERSTITIAL - WEST

1EP104B POWER PLAN - FOURTH FLOOR INTERSTITIAL - NORTH

1EP104C POWER PLAN - FOURTH FLOOR INTERSTITIAL - EAST

1EP105A POWER PLAN - FIFTH FLOOR INTERSTITIAL - WEST

1EP105B POWER PLAN - FIFTH FLOOR INTERSTITIAL - NORTH

1EP105C POWER PLAN - FIFTH FLOOR INTERSTITIAL - EAST

1EP105D POWER PLAN - FIFTH FLOOR INTERSTITIAL - SOUTH

1EP106A POWER PLAN - SIXTH FLOOR INTERSTITIAL - WEST

1EP106B POWER PLAN - SIXTH FLOOR INTERSTITIAL - NORTH

1EP106C POWER PLAN - SIXTH FLOOR INTERSTITIAL - EAST

1EP106D POWER PLAN - SIXTH FLOOR INTERSTITIAL - SOUTH

1E-601 EMERGENCY ONE LINE DIAGRAM

1E-602 EMERGENCY ONE LINE DIAGRAM

1E-603 EMERGENCY ONE LINE DIAGRAM

1E-604 EMERGENCY ONE LINE DIAGRAM

1E-701 PANEL SCHEDULES - BASEMENT AND FIRST FLOOR

1E-702 PANEL SCHEDULES - SECOND AND THIRD FLOORS

1E-703 PANEL SCHEDULES - FOURTH AND FIFTH FLOORS

1E-704 PANEL SCHEDULES - SIXTH FLOOR

SHEET INDEX

Sheet Number Sheet Name

1MH106C MECHANICAL HVAC PLAN - SIXTH FLOOR INTERSTITIAL - EAST

1MH106D MECHANICAL HVAC PLAN - SIXTH FLOOR INTERSTITIAL - SOUTH

1M-501 MECHANICAL DETAILS

1M-701 MECHANICAL SCHEDULES - BASEMENT

1M-702 MECHANICAL SCHEDULES - FIRST FLOOR

1M-703 MECHANICAL SCHEDULES - FIRST FLOOR

1M-704 MECHANICAL SCHEDULES - SECOND FLOOR

1M-705 MECHANICAL SCHEDULES - SECOND FLOOR

1M-706 MECHANICAL SCHEDULES - THIRD FLOOR

1M-707 MECHANICAL SCHEDULES - THIRD FLOOR

1M-708 MECHANICAL SCHEDULES - FOURTH FLOOR

1M-709 MECHANICAL SCHEDULES - FIFTH FLOOR

1M-710 MECHANICAL SCHEDULES - FIFTH FLOOR

1M-711 MECHANICAL SCHEDULES - SIXTH FLOOR

1M-712 MECHANICAL SCHEDULES -EQUIPMENT

1M-713 MECHANICAL SCHEDULES -EXISTING EQUIPMENT

1M-714 MECHANICAL SCHEDULES -EXISTING AHU

1M-715 MECHANICAL SCHEDULES -EXISTING AHU

1M-716 MECHANICAL SCHEDULES -EXISTING DDC

1M-801 MECHANICAL CONTROL LEGEND

1M-802 MECHANICAL CONTROL DIAGRAMS

1M-803 MECHANICAL CONTROL DIAGRAMS

1M-804 MECHANICAL CONTROL POINTS SCHEDULES

1M-805 MECHANICAL CONTROLS RISER DIAGRAM

15-ELEC

1E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

1ED-100 ELECTRICAL DEMO. PLAN - BASEMENT INTERSTITIAL

1ED-101 ELECTRICAL DEMO. PLAN - FIRST FLOOR INTERSTITIAL

1ED-102 ELECTRICAL DEMO. PLAN - SECOND FLOOR INTERSTITIAL

1ED-103 ELECTRICAL DEMO. PLAN - THIRD FLOOR INTERSTITIAL

1ED-104 ELECTRICAL DEMO. PLAN - FOURTH FLOOR INTERSTITIAL

1ED-105 ELECTRICAL DEMO. PLAN - FIFTH FLOOR INTERSTITIAL

1ED-106 ELECTRICAL DEMO. PLAN - SIXTH FLOOR INTERSTITIAL

1EP100A POWER PLAN - BASEMENT - WEST

1EP100B POWER PLAN - BASEMENT - NORTHWEST

1EP100C POWER PLAN - BASEMENT - NORTHEAST

1EP100D POWER PLAN - BASEMENT - EAST

1EP101A POWER PLAN - FIRST FLOOR INTERSTITIAL - WEST

1EP101B POWER PLAN - FIRST FLOOR INTERSTITIAL - NORTHWEST

1EP101C POWER PLAN - FIRST FLOOR INTERSTITIAL - NORTHEAST

1EP101D POWER PLAN - FIRST FLOOR INTERSTITIAL - EAST

1EP101E POWER PLAN - FIRST FLOOR INTERSTITIAL - SOUTHEAST

1EP101F POWER PLAN - FIRST FLOOR INTERSTITIAL - SOUTHWEST

1EP102A POWER PLAN - SECOND FLOOR INTERSTITIAL - WEST

1EP102B POWER PLAN - SECOND FLOOR INTERSTITIAL - NORTH

1EP102C POWER PLAN - SECOND FLOOR INTERSTITIAL - EAST

1EP102D POWER PLAN - SECOND FLOOR INTERSTITIAL - SOUTH

1EP103A POWER PLAN - THIRD FLOOR INTERSTITIAL - WEST

1EP103B POWER PLAN - THIRD FLOOR INTERSTITIAL - NORTH

1EP103C POWER PLAN - THIRD FLOOR INTERSTITIAL - EAST

SHEET INDEX

Sheet Number Sheet Name

1MD101C MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - NORTHEAST

1MD101D MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - EAST

1MD101E MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - SOUTHEAST

1MD101F MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - SOUTHWEST

1MD102A MECHANICAL DEMO PLAN - SECOND FLOOR INTERSTITIAL - WEST

1MD102B MECHANICAL DEMO PLAN - SECOND FLOOR INTERSTITIAL - NORTH

1MD102C MECHANICAL DEMO PLAN - SECOND FLOOR INTERSTITIAL - EAST

1MD102D MECHANICAL DEMO PLAN - SECOND FLOOR INTERSTITIAL - SOUTH

1MD103A MECHANICAL DEMO PLAN - THIRD FLOOR INTERSTITIAL - WEST

1MD103B MECHANICAL DEMO PLAN - THIRD FLOOR INTERSTITIAL - NORTH

1MD103C MECHANICAL DEMO PLAN - THIRD FLOOR INTERSTITIAL - EAST

1MD103D MECHANICAL DEMO PLAN - THIRD FLOOR INTERSTITIAL - SOUTH

1MD104A MECHANICAL DEMO PLAN - FOURTH FLOOR INTERSTITIAL - WEST

1MD104B MECHANICAL DEMO PLAN - FOURTH FLOOR INTERSITIAL - NORTH

1MD104C MECHANICAL DEMO PLAN - FOURTH FLOOR INTERSITIAL - EAST

1MD105A MECHANICAL DEMO PLAN - FIFTH FLOOR INTERSITIAL - WEST

1MD105B MECHANICAL DEMO PLAN - FIFTH FLOOR INTERSITIAL - NORTH

1MD105C MECHANICAL DEMO PLAN - FIFTH FLOOR INTERSITIAL - EAST

1MD105D MECHANICAL DEMO PLAN - FIFTH FLOOR INTERSITIAL - SOUTH

1MD106A MECHANICAL DEMO PLAN - SIXTH FLOOR INTERSITIAL - WEST

1MD106B MECHANICAL DEMO PLAN - SIXTH FLOOR INTERSITIAL - NORTH

1MD106C MECHANICAL DEMO PLAN - SIXTH FLOOR INTERSITIAL - EAST

1MD106D MECHANICAL DEMO PLAN - SIXTH FLOOR INTERSITIAL - SOUTH

1MH100A MECHANICAL HVAC PLAN - BASEMENT - WEST

1MH100B MECHANICAL HVAC PLAN - BASEMENT - NORTHWEST

1MH100C MECHANICAL HVAC PLAN - BASEMENT - NORTHEAST

1MH100D MECHANICAL HVAC PLAN - BASEMENT - EAST

1MH101A MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - WEST

1MH101B MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - NORTHWEST

1MH101C MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - NORTHEAST

1MH101D MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - EAST

1MH101E MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - SOUTHEAST

1MH101F MECHANICAL HVAC PLAN - FIRST FLOOR INTERSTITIAL - SOUTHWEST

1MH102A MECHANICAL HVAC PLAN - SECOND FLOOR INTERSTITIAL - WEST

1MH102B MECHANICAL HVAC PLAN - SECOND FLOOR INTERSTITIAL - NORTH

1MH102C MECHANICAL HVAC PLAN - SECOND FLOOR INTERSTITIAL - EAST

1MH102D MECHANICAL HVAC PLAN - SECOND FLOOR INTERSTITIAL - SOUTH

1MH103A MECHANICAL HVAC PLAN - THIRD FLOOR INTERSTITIAL - WEST

1MH103B MECHANICAL HVAC PLAN - THIRD FLOOR INTERSTITIAL - NORTH

1MH103C MECHANICAL HVAC PLAN - THIRD FLOOR INTERSTITIAL - EAST

1MH103D MECHANICAL HVAC PLAN - THIRD FLOOR INTERSTITIAL - SOUTH

1MH104A MECHANICAL HVAC PLAN - FOURTH FLOOR INTERSITIAL - WEST

1MH104B MECHANICAL HVAC PLAN - FOURTH FLOOR INTERSTITIAL - NORTH

1MH104C MECHANICAL HVAC PLAN - FOURTH FLOOR INTERSTITIAL - EAST

1MH105A MECHANICAL HVAC PLAN - FIFTH FLOOR INTERSTITIAL - WEST

1MH105B MECHANICAL HVAC PLAN - FIFTH FLOOR INTERSTITIAL - NORTH

1MH105C MECHANICAL HVAC PLAN - FIFTH FLOOR INTERSTITIAL - EAST

1MH105D MECHANICAL HVAC PLAN - FIFTH FLOOR INTERSTITIAL - SOUTH

1MH106A MECHANICAL HVAC PLAN - SIXTH FLOOR INTERSTITIAL - WEST

1MH106B MECHANICAL HVAC PLAN - SIXTH FLOOR INTERSTITIAL - NORTH

SHEET INDEX

Sheet Number Sheet Name

01-GENERAL

G-001 COVER SHEET

G-010 GENERAL NOTES

G-011 GENERAL INFECTION CONTROL NOTES AND SYMBOLS

08-ARCH

1AS101 ARCHITECTURAL SITE PLAN

1A-100A ARCHITECTURAL PLAN - BASEMENT - WEST

1A-100B ARCHITECTURAL PLAN - BASEMENT - NORTHWEST

1A-100C ARCHITECTURAL PLAN - BASEMENT - NORTHEAST

1A-100D ARCHITECTURAL PLAN - BASEMENT - EAST

1A-101A ARCHITECTURAL PLAN - FIRST FLOOR - WEST

1A-101B ARCHITECTURAL PLAN - FIRST FLOOR - NORTHWEST

1A-101C ARCHITECTURAL PLAN - FIRST FLOOR - NORTHEAST

1A-101D ARCHITECTURAL PLAN - FIRST FLOOR - EAST

1A-101E ARCHITECTURAL PLAN - FIRST FLOOR - SOUTHEAST

1A-101F ARCHITECTURAL PLAN - FIRST FLOOR - SOUTHWEST

1A-102A ARCHITECTURAL PLAN - SECOND FLOOR - WEST

1A-102B ARCHITECTURAL PLAN - SECOND FLOOR - NORTH

1A-102C ARCHITECTURAL PLAN - SECOND FLOOR - EAST

1A-102D ARCHITECTURAL PLAN - SECOND FLOOR - SOUTH

1A-103A ARCHITECTURAL PLAN - THIRD FLOOR - WEST

1A-103B ARCHITECTURAL PLAN - THIRD FLOOR - NORTH

1A-103C ARCHITECTURAL PLAN - THIRD FLOOR - EAST

1A-103D ARCHITECTURAL PLAN - THIRD FLOOR - SOUTH

1A-104A ARCHITECTURAL PLAN - FOURTH FLOOR - WEST

1A-104B ARCHITECTURAL PLAN - FOURTH FLOOR - NORTH

1A-104C ARCHITECTURAL PLAN - FOURTH FLOOR - EAST

1A-105A ARCHITECTURAL PLAN - FIFTH FLOOR - WEST

1A-105B ARCHITECTURAL PLAN - FIFTH FLOOR - NORTH

1A-105C ARCHITECTURAL PLAN - FIFTH FLOOR - EAST

1A-105D ARCHITECTURAL PLAN - FIFTH FLOOR - SOUTH

1A-106A ARCHITECTURAL PLAN - SIXTH FLOOR - WEST

1A-106B ARCHITECTURAL PLAN - SIXTH FLOOR - NORTH

1A-106C ARCHITECTURAL PLAN - SIXTH FLOOR - EAST

1A-106D ARCHITECTURAL PLAN - SIXTH FLOOR - SOUTH

1A-701 ARCHITECTURAL SCHEDULES - BASEMENT & FIRST FLOOR

1A-702 ARCHITECTURAL SCHEDULES - FIRST FLOOR

1A-703 ARCHITECTURAL SCHEDULES - SECOND FLOOR

1A-704 ARCHITECTURAL SCHEDULES - THIRD FLOOR

1A-705 ARCHITECTURAL SCHEDULES - FOURTH FLOOR

1A-706 ARCHITECTURAL SCHEDULES - FIFTH FLOOR

1A-707 ARCHITECTURAL SCHEDULES - SIXTH FLOOR

14-MECH

1M-001 MECHANICAL LEGEND

1MD100A MECHANICAL DEMO PLAN - BASEMENT INTERSTITIAL - WEST

1MD100B MECHANICAL DEMO PLAN - BASEMENT INTERSTITIAL - NORTHWEST

1MD100C MECHANICAL DEMO PLAN - BASEMENT INTERSTITIAL - NORTHEAST

1MD100D MECHANICAL DEMO PLAN - BASEMENT INTERSTITIAL - EAST

1MD101A MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - WEST

1MD101B MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - NORTHWEST

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

_____________________________SIGNATURE ________________DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING AND

WRITTEN REPORTS FOR ALL DIVISIONS (PAID BY THE GENERAL CONTRACTOR).

CONTRACTOR SHALL EMPLOY THIRD PARTY INSPECTION CONSULTANTS TO PERFORM

ALL INSPECTIONS REQUIRED BY THIS CONTRACT. THE VA HAS NO INSPECTION

CAPABILITY. ANY REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY

INSPECTOR QUALIFIED TO PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED TO THE

VA/AE AS REQUIRED BY THIS CONTRACT. ALL INSPECTIONS, TESTING, CERTIFICATIONS,

AND PERMITS ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR. THE VA WILL NOT PAY

FOR OR PERFORM ANY REQUIRED INSPECTIONS. VA INSPECTIONS ARE FOR VA USE ONLY,

WHEN PERFORMED, AND DO NOT REDUCE THE INSPECTION BURDEN ON THE CONTRACTOR.

THIS PROJECT MUST BE “STAND ALONE”. THAT IS, THE PROJECT CANNOT DEPEND ON

ANOTHER PROJECT OR OTHER FUNDING SOURCE TO MAKE THE FINAL RESULT COMPLETE

AND USABLE.

The project encompasses the Upgrade and integration of existing pneumatic and Direct Digital controls to a centralized Energy Management System at the VA San Diego Medical Center campus. The intent of the project is to ensure that all the terminal reheat boxes, air handling units, and relief air fans are tied into a manageable DDC BACNET system. The goal is to remove old pneumatic controls and upgrade them to DDC to integrate all control devices to one platform and provide enough control points to effectively manipulate the units remotely. All pneumatic terminal units and duct mounted hot water reheat coils shall be replaced with new terminal units with DDC.

A new single duct terminal unit with hospital grade liner, hot water reheat coil, valve actuator, airflow sensor, duct probe temperature sensor, and factory mounted Metasys controller shall be provided at each location identified on the mechanical plans and schedules. Additional items include a thermostat, a valve set, control wiring and conduit, and power wiring and conduit to provide a complete and operational system at each installation. Each valve set includes a stainless-steel hose with a Belimo pressure independent control valve, strainer, and isolation valves on the HWS and HWR valve set. A network controller panel shall be provided to serve a maximum of 60 terminal units.

A detail commissioning plan is required to ensure that all devices are calibrated, programmed, and all graphic displays are accurate and reflect the existing configurations. The existing control system, Metasys, is to be evaluated to determine if a replacement system would provide more functionality for our facility. The latest software should be specified. It is required to design redundancy into the system to ensure we have remote controls available during emergencies.

PHASING SEQUENCE/PRIORITIES

1. BUILDING 1 - BASEMENT - WEST

2. BUILDING 1 - BASEMENT - NORTHWEST

3. BUILDING 1 - BASEMENT - NORTHEAST

4. BUILDING 1 - BASEMENT - EAST

5. BUILDING 1 - FIRST FLOOR - WEST

6. BUILDING 1 - FIRST FLOOR - NORTHWEST

7. BUILDING 1 - FIRST FLOOR - NORTHEAST

8. BUILDING 1 - FIRST FLOOR - EAST

9. BUILDING 1 - FIRST FLOOR - SOUTHEAST

10. BUILDING 1 - FIRST FLOOR - SOUTHWEST

11. BUILDING 1 - SECOND FLOOR - WEST

12. BUILDING 1 - SECOND FLOOR - NORTH

13. BUILDING 1 - SECOND FLOOR - EAST

14. BUILDING 1 - SECOND FLOOR - SOUTH

15. BUILDING 1 - THIRD FLOOR - WEST

16. BUILDING 1 - THIRD FLOOR - NORTH

17. BUILDING 1 - THIRD FLOOR - EAST

18. BUILDING 1 - THIRD FLOOR - SOUTH

19. BUILDING 1 - FOURTH FLOOR - WEST

20. BUILDING 1 - FOURTH FLOOR - NORTH

21. BUILDING 1 - FOURTH FLOOR - EAST

22. BUILDING 1 - FIFTH FLOOR - WEST

23. BUILDING 1 - FIFTH FLOOR - NORTH

24. BUILDING 1 - FIFTH FLOOR - EAST

25. BUILDING 1 - FIFTH FLOOR - SOUTH

26. BUILDING 1 - SIXTH FLOOR - WEST

27. BUILDING 1 - SIXTH FLOOR - NORTH

28. BUILDING 1 - SIXTH FLOOR - EAST

29. BUILDING 1 - SIXTH FLOOR - SOUTH

DDC UPGRADES SHALL BE PHASED BY FLOOR (L0-L6)

AND THEN QUADRANT (AS SHOWN ON THE PHASING

SEQUENCE). CONTRACTOR TO PROVIDE SCHEDULE

FOR VA/AE APPROVAL PRIOR TO STARTING ANY

WORK THAT IDENTIFIES THE SEQUENCE OF

FLOOR/QUADRANT PHASES TO BE COMPLETED FOR

THE PROJECT. CONTRACTOR SHALL IDENTIFY LENGTH

OF TIME FOR EACH PHASE AND COORDINATE WORK

TO COMPLY WITH ICRA REQUIREMENTS SHOWN ON

G-011. CONTRACTOR TO REPLACE TERMINAL UNITS

DURING NIGHTS AND WEEKENDS TO MINIMIZE FACILITY

DISRUPTIONS AND COORDINATE ALL OUTAGES WITH

THE VA. FACILITY HOURS OF OPERATION ARE 7:00 AM

TO 4:30 PM MONDAY THROUGH FRIDAY.

This project shall be phased and bid by building level and to separate the work associated with Variable Frequency Drive (VFD) replacement. The contractor shall include the following CLIN (Contract Line Item Numbers) as Deductive Alternates when preparing bids:

CLIN #1 - Deductive Alternate No. 1: Remove Building 1/L0 from the SOW CLIN #2 - Deductive Alternate No. 2: Remove Building 1/L1 from the SOW CLIN #3 - Deductive Alternate No. 3: Remove Building 1/L2 from the SOW CLIN #4 - Deductive Alternate No. 4: Remove Building 1/L3 from the SOW CLIN #5 - Deductive Alternate No. 5: Remove Building 1/L4 from the SOW CLIN #6 - Deductive Alternate No. 6: Remove Building 1/L5 from the SOW CLIN #7 - Deductive Alternate No. 7: Remove Building 1/L6 from the SOW

CLIN #10 - Deductive Alternate No. 10: Remove VFD replacement from Building 1/L0 from the SOW CLIN #11 - Deductive Alternate No. 11: Remove VFD replacement from Building 1/L1 from the SOW CLIN #12 - Deductive Alternate No. 12: Remove VFD replacement from Building 1/L2 from the SOW CLIN #13 - Deductive Alternate No. 13: Remove VFD replacement from Building 1/L3 from the SOW CLIN #14 - Deductive Alternate No. 14: Remove VFD replacement from Building 1/L4 from the SOW CLIN #15 - Deductive Alternate No. 15: Remove VFD replacement from Building 1/L5 from the SOW CLIN #16 - Deductive Alternate No. 16: Remove VFD replacement from Building 1/L6 from the SOW

(See Specification Section 01 00 00 - General Requirements)

BASE BID - ALLOWANCE

The Base Bid shall include all work indicated by the drawings and specifications. The Base Bid shall also include a +20% Terminal Unit quantity allowance to account for terminal unit and thermostat relocations, additions and deletions not indicated on the drawings due to an active hospital environment. (See Specification Section 01 00 00 - General Requirements)

PHASING PLAN

DEDUCTIVE ALTERNATES

Revisions: Date: Expires 6.30.16Expires: 6/30/1821

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL FOR NEW WORK AND THE MPI MAINTENANCE

REPAINTING MANUAL FOR RENOVATION OR REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD PAINTING AND FINISHING AS REQUIRED BY STANDARD PRACTICE, MANUFACTURER OR SPECIFICATION. REQUIRED COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES, WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW ITEMS AND SURFACES.

THIS INCLUDES, BUT IS NOT LIMITED TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT RECOMMENDED BY MANUFACTURER. PAINTING SCOPE ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS, SPECIFICATIONS AND PAINTING GENERAL NOTES. THESE SOURCES ARE COMPLEMENTARY, NOT MUTUALLY

EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES, DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED OTHERWISE IN THE PROJECT MANUAL.

COLOR-CODING OF PIPING FOR MECHANICAL AND PLUMBING WORK IS COVERED IN THE MECHANICAL OR PLUMBING

SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE OF PAINT COLOR. COMPLETED PAINTING SHALL NOT IMPEDE THE INTENDED OPERATION OF ANY ITEM, SUCH AS WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT PAINT ITEMS THAT ARE SPECIFIED FACTORY-FINISHED OR INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS, LIGHTING FIXTURES, SWITCHGEAR, MOTORS, DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO PAINT AN ITEM OR SURFACE, CONTACT THE CONTRACTING

OFFICER REPRESENTATIVE (COR) FOR INSTRUCTIONS PRIOR TO PAINTING.

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE, COPPER, BRASS, BRONZE AND SIMILAR FINISHED MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS IN CONCEALED AND GENERALLY INACCESSIBLE AREAS, INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE SPACES, CHASES AND

DUCT SHAFTS. WATERPROOF SEAL CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF OPERATING UNITS SUCH AS VALVES, DAMPER OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT SENSING OR EMITTING DEVICES

THAT MIGHT NOT FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT COMPLETION OF WORK. NO EPOXY PAINT.

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR WET\DAMP LOCATIONS. PROPER PRIMING MUST BE

USED WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO ENHANCE APPEARANCE AND FINISH AT INTERIOR APPLICATIONS AND IN SOME SITUATIONS TO REDUCE AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER PENETRATIONS (FIRE CAULKING) AND TO DECREASE SOUND TRANSMISSION THROUGH WALLS AND CEILINGS. OTHER USES MAY BE NOTED IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING

SHOULD BE USED, CONTACT THE CONTRACTING OFFICER REPRESENTATIVE (COR).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED) SHALL BE USED AT HORIZONTAL AND VERTICAL

CONCRETE JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF SEALANT BETWEEN PERIMETER SOLE PLATES AND FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR THRESHOLDS IN SEALANT UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS BETWEEN DIFFERENT WALL MATERIALS (TILE TO

BRICK, CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS

ARE SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS, LIGHTING, VENTS, ETC.

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH CLASS "A" PROTECTION OF THE NFPA 72.

2. SUBMIT FOUR SETS OF PLANS TO STATE FIRE MARSHAL FOR APPROVAL PRIOR TO THE INSTALLATION.

3. SUBMITTAL SHALL INCLUDE FM LISTING NUMBER FOR ALL COMPONENTS, A SINGLE-LINE DIAGRAM SHOWING PRIMARY POWER, EMERGENCY POWER RISER DIAGRAM, DETAILS OF TROUBLE SUPERVISION & POWER LIMITED/NON POWER LIMITED CIRCUITRY, FLOOR PLANS SHOWING LOCATION OF ALL COMPONENTS AND METHOD OF ALARM TRANSMISSION TO

STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT.

4. THE FIRE ALARM SYSTEM SHALL CONFORM TO IFC 2015 STANDARDS AND APPLICABLE NFPA STANDARDS. FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO STATE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A SATISFACTORY TEST OF THE ENTIRE SYSTEM WILL BE PERFORMED

IN THE PRESENCE OF THE ENFORCING AGENCY.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE COURSE OF CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL EXTINGUISHERS SHALL BE U.L. LABELED AND SHALL BE DRY CHEMICAL TYPE.

FIRE SPRINKLER SYSTEM

1. THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM.

FIRE & SMOKE DAMPERS

1. THE BUILDING IS EQUIPPED WITH FIRE & SMOKE DAMPERS.

EXIT AND EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY; CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES

1. THE BUILDING IS EQUIPPED WITH RATED DOOR ASSEMBLIES.

2. EXISTING RATINGS ARE TO BE MAINTAINED. NEW RATED DOORS SHALL CLEARLY LABEL DOOR AND FRAME RATING, DO

NOT PAINT LABELS.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION, INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED IN

ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.

LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED FROM THE LEADING EDGE

OF THE DOOR.

5. LEVEL FLOOR OR LANDING: THIS STRUCTURE IS AN UN-OCCUPIED BUILDING AND NOT REQUIRED TO BE ACCESSIBLE.

6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

7. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A UL

APPROVED METHOD AND MATERIAL APPROVED BY BUILDING.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE, CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO CONSTRUCTION OF THE AFFECTED

AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS CONTRACTOR SHALL VERIFY DIMENSIONS AND RECOMMEND

DIMENSIONAL MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED TO EQUIPMENT SIZES AND

CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE 16THS OF AN INCH, BUT

STANDARD MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

FLOOR PLAN DIMENSIONS

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR, FROM OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF MASONRY WALLS, OR BOTH

FACES OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. DOOR OPENING DIMENSIONS IN FRAME CONSTRUCTION (WOOD OR STEEL STUDS) ARE TYPICALLY SHOWN AT THEIR CENTERLINES. HOWEVER, WHEN THE EDGE OF THE DOOR IS IMPORTANT, OR MAKES THE PLACEMENT CLEARER, THE DIMENSION

MAY BE TO THE ACTUAL FRAME EDGE.

5. DOOR DIMENSIONS IN LOAD-BEARING MASONRY AND CONCRETE WALLS ARE TO "ROUGH" OPENINGS (FACES OF MASONRY OR CONCRETE). TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE EACH SIDE) AND

PLUS 1/2" TOTAL FOR THE HEAD/SILL DIMENSIONS.

6. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS TO ADJACENT WALLS: BETWEEN FRAME FACES AND FACES OF STUDS, OR FACES OF MASONRY OR CONCRETE, AT NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4", DEPENDING ON HARDWARE CLEARANCES AND FRAME REQUIREMENTS (2.5"-DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=4.0")

7. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR PREFABRICATED STAIR

ENCLOSURES, ARE NOTE "CLR" AND ARE SHOWN TO THE FACES OF FINISHES.

8. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR SEPARATION REQUIRED.

ROOF PLAN DIMENSIONS

1. UN-DIMENSIONED LOCATIONS OF ROOFTOP EQUIPMENT AND CONSTRUCTION OFTEN MAY BE DETERMINED BY THE FLOOR PLAN BELOW, SUCH AS ROOF HATCH DETERMINED BY REFERENCE TO A FIXED WALL AND LADDER, OR MECHANICAL EQUIPMENT

DETERMINED BY DUCT PENETRATIONS BETWEEN JOISTS.

2. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT RAILS, HVAC EQUIPMENT, SCREEN WALLS, ANTENNAS, WALK PADS, LADDERS, SCUPPER LOCATIONS, ETC. MAY BE LOCATED FROM MECHANICAL AND ELECTRICAL DRAWINGS OR LOCATED BY SCALING.

CONFIRM ALL ROOF ITEM DIMENSIONS WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO CONSTRUCTION.

VERTICAL DIMENSIONS

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS REFERENCED TO A GROUND ELEVATION (ABOVE MSI.) AS SHOWN IN CIVIL OR STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0" ARE "-" (PREFIXED WITH A

MINUS SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF DECKING OR SHEATING, BUT DO

NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH OPENINGS). HEIGHT REFERENCES SHOULD BE TO THE NEXT LOWER FINISH FLOOR

ELEVATION

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO. EQUIPMENT, VENT, PLUMBING AND

FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES

FROM THE FFE NEXT TO IT.

FIRE LIFE SAFETY NOTES

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING, DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE MEANS OF EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT POSSIBLE TO MAINTAIN FIRE-RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION AND/OR MEANS OF EGRESS, TEMPORARY CONSTRUCTION BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED AT ALL TIMES PER LOCAL FIRE DEPARTMENT.

2. FIRE DEPARTMENT WATER MAINS AND FIRE HYDRANTS SHALL BE OPERATIONAL AT ALL TIMES AND SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT.

3. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR BUILDINGS UNDER CONSTRUCTION. THE NUMBER AND TYPE OF EXTINGUISHERS SHALL BE AS REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT.

4. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

5. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH LOCAL FIRE CODES.

6. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES PER LOCAL FIRE CODES.

7. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY EXITING SHALL BE APPROVED BY THE STATE FIRE MARSHAL OR BY THE LOCAL FIRE DEPARTMENT.

8. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

9. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE FLAME-RETARDANT.

10. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING ALTERATIONS. WHEN REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT, HEAT DETECTORS MAY BE SUBSTITUTED FOR SMOKE DETECTORS DURING ALTERATIONS.

11. ALL FIRE HYDRANTS, WATER SUPPLY TO FIRE HYDRANTS, AND FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE INSTALLED, TESTED AND PLACED IN SERVICE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. INSTALLATION MUST BE COORDINATED WITH

LOCAL FIRE DEPARTMENT IN THE FIELD.

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY

LOCAL AUTHORITIES.

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS, WHICH AFFECT THE SCOPE AND INTENT OF THE WORK DESCRIBED IN CONSTRUCTION DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL DUCT SIZES AND LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.

6. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

7. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED TO BE INCLUSIVE OF ALL WORK

REQUIRED TO COMPLETE FULL SCOPE OF WORK.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER REPRESENTATIVE (COR).

9. FIELD VERIFICATION: BEFORE BIDDING AND DURING CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BIDDING OR PERFORMING WORK RELATED TO ANY DISCREPANCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS, SUBCONTRACT, OR MATERIAL CONFLICTS NOT BROUGHT TO THE CONTRACTING OFFICER REPRESENTATIVE (COR)'S ATTENTION PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE MORE COSTLY

TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

11. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR SHALL

COORDINATE ITS WORK, WITH WORK INDICATED AS NIC.

12. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE SPECIFICATIONS.

13. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO COORDINATE PENETRATIONS THROUGH FOUNDATIONS, FLOORS, WALLS AND CEILING SPACES. SEE SPECIFICATIONS.

14. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO CONTRACTING OFFICER REPRESENTATIVE (COR), BETWEEN DISSIMILAR METALS.

SEE SPECIFICATIONS.

15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL SURFACE ATTACHED METAL SHALL BE SEPARATED FROM CONCRETE OR MASONRY BY NON-METALLIC MATERIAL SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL AS

APPROVED BY CONTRACTING OFFICER REPRESENTATIVE (COR).

16. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL ELEVATION COORDINATION.

17. CONTRACTOR TO COORDINATE WITH RECENT ROOF INSTALLATION WARRANTY REQUIREMENTS TO ENSURE NO VIOLATIONS OCCUR.

CONTRACTOR TO EMPLOY A CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF. ALL WARRANTY

VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO CLOSE OUT.

18. ANY CUTTING/WELDING WILL REQUIRE DAILY BURN PERMITS TO BE COORDINATED WITH COR.

1 HALF-TONED OR LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION.

2. SEE COVER SHEET FOR PROJECT REQUIREMENTS AND ADDITIONAL INFORMATION.

3. THESE DRAWINGS HAVE BEEN PREPARED USING (AS-DESIGNED) DOCUMENTS PROVIDED BY THE OWNER. NEITHER THE OWNER OR THE ARCHITECT WARRANT THESE TO BE (AS-BUILT) DOCUMENTS AND ACTUAL CONDITIONS MAY VARY. THE DRAWINGS SUPPORT THE INTENT OF THE PHASED REPLACEMENT OF THE MECHANICAL EQUIPMENT.

4. TEMPORARY BRACING OR SHORING OF THE EXISTING MASONRY WALL MAY BE NECESSARY, AND SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

6. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES TO MEET APPROVAL OF CODE AGENCIES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE CONTRACTING OFFICER REPRESENTATIVE (COR) RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE

ITEMS SHALL BE IDENTIFIED DURING THE PRE-CONSTRUCTION WALK THROUGH.

7. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS, VOIDS OR PENETRATIONS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT, PIPING, DUCTS, ETC. TO MAINTAIN THE INTEGRITY OF THE WALL AND/OR ROOF. REMOVE ALL SUPPORTS THAT ARE NOT TO BE REUSED. PROTECT SURFACES AND EQUIPMENT DESIGNATED AS EXISTING TO REMAIN AND/OR UNDISTURBED. PREPARE PATCHED AREAS TO RECEIVE FINISHES WHERE FINISHES ARE REQUIRED.

8. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-WAY OF THE PROJECT SITE WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH THE LATEST OSHA REQUIREMENTS. COORDINATE CONTRACTOR STAGING AREA WITH TEMPORARY ACCESSIBLE PARKING AND PUBLIC ACCESS WITH CONTRACTING OFFICER REPRESENTATIVE (COR)PRIOR TO CONSTRUCTION. PROTECT PARKING SIGNAGE WITHIN

PROJECT AREA.

9. CONTRACTOR SHALL SAWCUT NEW OPENINGS AND/OR PENETRATIONS. COORDINATE NEW MASONRY OPENINGS WITH THE MASONRY MODULAR. PATCH CAVITIES SMOOTH WHERE CUT PORTIONS OF EXISTING MASONRY WALLS REMAIN. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND DEMOLITION FOR RELATED DEMOLITION WORK.

10. SEE MECHANICAL DRAWINGS FOR WORK REQUIRED WITHIN OFFICE TOWERS. COORDINATE BUILDING'S SYSTEM

SHUTDOWN WITH CONTRACTING OFFICER REPRESENTATIVE (COR) AND TENANTS.

11. WHEREVER EXISTING EQUIPMENT, FIXTURES, PIPING, DUCTS, ETC. ARE REQUIRED TO BE REMOVED - SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, BASE, SUPPORT, ETC. AFTER REMOVAL, FLOORS, WALLS AND CEILINGS SHALL BE

PATCHED AND MATCH ADJACENT SURFACES MATERIAL, TEXTURE AND COLOR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

MECHANICAL:

B

IM

/6

-1

-3

E n e rg y M a n a g e m e n t C o n tr o ls

I n te g ra ti o n /6

-1

-3

-B

L D

G -M

E P

.r v t

/1

/2

:5

:2

A

M

G-010

GENERAL NOTES

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

P2S ENGINEERING, INC.

5000 E. SPRING STREET, 8TH FLOOR

LONG BEACH, CA 90815-5218

Mikhail Fuks

ENERGY MANAGEMENT

CONTROLS INTEGRATION 1

3350 La Jolla Village Dr, San Diego, CA 92161

664-18-320

03/15/2019 M. Perkins K. Luke

ISSUED FOR

CONSTRUCTION

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES GENERAL PAINTING NOTES

GENERAL SEALANT / CAULKING NOTES

GENERAL DEMOLITION AND PHASING NOTES

FIRE AND LIFE SAFETY NOTES DURING CONSTRUCTION

WEEKLY CHANGED

OR MORE AS

NEEDED PRE-FILTER

FLEX DUCT

MONTHLY CHANGED

HEPA FILTER

HEPA NEGATIVE AIR

UNIT

PROVIDE STICKY MATS (CHANGED

END OF EVERY SHIFT OR MORE IF

NECESSARY TO MAINTAIN

CLEANLINESS).

INDICATOR SHALL BE AT 0.01 OR

GREATER (VERIFY DAILY). IF NOT

VERIFY ALL OPENING SUCH AS DOOR

ARE CLOSED AND/OR CHANGE OUR

NEGATIVE AIR PRE-FILTER.

SUPPLY DUCTS EITHER

KEEP RUNNING OR

COVER WHEN

RUNNING TO KEEP

DUST OUT.

A

V

O

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION

E

FIRE EXTINGUISHER ON

PORTABLE FLOOR BRACKET

(SHALL REQUIRE MORE THAN

ONE.)

PROVIDE TEMPORARY

ENCLOSURE AT AREAS TO REMAIN

OPERATIONAL, SEE DETAIL

D6

G-011

Sim

TEMPORARY WALL

FLOOR LINE

CEILING SYSTEM

AS SCHEDULED

EXISTING

STRUCTURE

FIRE RATED PLASTIC

TO PREVENT DUST

INSTALL PRIOR TO

CONSTRUCTION

/1

F

IN

IS

H E

D F

L O

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E

V E

R

IF

Y F

L O

O R

T O

F L O

O R

H E

IG

H

T RENOVATED

SPRINKLER SYSTEM

INFECTION CONTROL / DUST

CONTROL PARTITION / BARRIER

INFECTION CONTROL/DUST

CONTROL EGRESS DOOR NON-

TRANSFERRING MULTI-SHEETED

ADHESIVE FLOOR PADS

PATH OF DEMOLITION/TRASH

REMOVAL TRAVEL

CONSTRUCTION LIMIT LINE

NOT IN CONTRACT AREA

STICKY

MAT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

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GENERAL INFECTION CONTROL NOTES AND

SYMBOLS

TRIPLE C The A/E Group

1839 S. Alma School Rd., Ste. 300

Mesa, AZ 85210

307-460-2054

Mat Perkins

P2S ENGINEERING, INC.

5000 E. SPRING STREET, 8TH FLOOR

LONG BEACH, CA 90815-5218

Mikhail Fuks

ENERGY MANAGEMENT

CONTROLS INTEGRATION 1

3350 La Jolla Village Dr, San Diego, CA 92161

664-18-320

03/15/2019 M. Perkins K. Luke

ISSUED FOR

CONSTRUCTION

A. IMPLEMENT INFECTION CONTROL RISK ASSESSMENT (ICRA)

PROCEDURES AS PER THE VA MEDICAL CENTER ICRA PLAN AND

AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE

(COR).

B. COORDINATE ALL DEMOLITION/ CONSTRUCTION DEBRIS PATH OF

TRAVEL AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE

COR. ALL INTERIOR DOORS THAT LEAD TO THE CONSTRUCTION

SITE SHALL BE POSTED AS PER THE ISLM PLAN.

C. OBTAIN INFECTION CONTROL PERMIT PRIOR TO BEGINNING

WORK.

D. THE ONE HOUR FIRE RATED CONSTRUCTION BARRIERS SHALL

BE CONSTRUCTED PRIOR TO BEGINNING OTHER WORK.

E. CONSTRUCT ANTEROOM AT ENTRANCES TO CONSTRUCTION

AREAS AND REQUIRE ALL CONSTRUCTION PERSONNEL TO PASS

THROUGH THIS ROOM TO BE VACUUMED WITH HEPA VACUUM

CLEANER PRIOR TO LEAVING THE SITE.

F. FIRE PROTECTION SYSTEMS SHALL REMAIN FUNCTIONAL FOR

OCCUPIED AREAS ON THE FLOOR.

G. PROVIDE FIRE EXTINGUISHERS IN CONSTRUCTION AREAS;

REVIEW WITH COR AND VA SAFETY GROUP.

H. MAINTAIN EXIT LIGHTS IN CONSTRUCTION AREA.

I. MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION AREA AT

ALL TIMES (24/7). WHETHER OCCUPIED OR NOT, THROUGHOUT

DURATION OF PROJECT USING HEPA EQUIPPED AIR FILTRATION

UNITS.

J. CONSTRUCTION AREA SHALL REMAIN ISOLATED FROM THE

OTHER AREAS OF THE MEDICAL CENTER; NO RETURN AIR OR

EXHAUST SHALL PASS INTO THE AREAS OUTSIDE THE

CONSTRUCTION AREA. ISOLATE HVAC SYSTEM WITHIN

CONSTRUCTION AREA TO PREVENT CONTAMINATION OF

EXISTING DUCT SYSTEM.

K. REDIRECT ALL MEDICAL CENTER PERSONNEL. PATIENTS AND

VISITORS SO THEY DO NOT EXIT THROUGH THE CONSTRUCTION

AREA. PROVIDE SIGNS ON DOORS INTO THE CONSTRUCTION

AREA THAT READS: "CONSTRUCTION AREA-DO NOT ENTER".

L. GENERAL CONTRACTOR SHALL MAINTAIN DAILY LOGS AND KEEP

A CURRENT HOT WORK PERMIT ON SITE.

M. TACKY MATS SHALL BE PLACED AT ALL DOORS INTO THE

CONSTRUCTION AREA AND SHALL BE MONITORED TO MAKE

SURE THEY REMAIN EFFECTIVE.

N. MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION AREA. ALL

DEBRIS REMOVAL SHALL BE IN COVERED CARTS AND/OR

CONTAINERS.

O. SEAL ALL HOLES, PUNCTURES, AND PENETRATIONS FROM PIPES

AND CONDUITS APPROPRIATELY AND IMMEDIATELY TO MAINTAIN

DUST PROTECTION AND NEGATIVE AIR PRESSURE.

P. MAINTAIN STAFFING AND EQUIPMENT INCLUDING DUST MOPS,

WET MOPS, BROOMS, BUCKETS AND CLEAN WIPING RAGS FOR

CLEANING FINE DUST FROM FLOORS AND ADJACENT OCCUPIED

AREAS. ANY DUST TRACKED OUTSIDE OF CONSTRUCTION AREA

SHALL BE CLEANED IMMEDIATELY.

Q. AFTER COMPLETION OF WORK: VACUUM CONSTRUCTION AREA

WITH HEPA FILTERED VACUUMS, WET MOP WITH DISINFECTANT,

REMOVE CONSTRUCTION BARRIERS (UPON APPROVAL). PATCH

OR REPAIR ANY DAMAGE FROM CONSTRUCTION BARRIER

REMOVAL AND REMOVE ISOLATION OF VAC SYSTEM.

R. CONSTRUCTION BARRIERS SHALL NOT BE REMOVE UNTIL

PROJECT IS COMPLETED AND INSPECTED BY VA SAFETY

PERSONNEL, INFECTION CONTROL GROUP, AND COR.

ICRA NOTES:

ICRA SYMBOL LEGENDINFECTION CONTROL RISK

ASSESSMENT:

STEP 1: TYPE D

IDENTIFY THE TYPE OF CONSTRUCTION PROJECT

ACTIVITY (TYPE A–D)

TYPE A: INSPECTION AND NONINVASIVE ACTIVITIES.

TYPE B: SMALL-SCALE, SHORT-DURATION ACTIVITIES

THAT CREATE MINIMAL DUST.

TYPE C: WORK THAT GENERATES A MODERATE TO HIGH

LEVEL OF DUST OR REQUIRES DEMOLITION OR

REMOVAL OF ANY FIXED BUILDING COMPONENTS OR

ASSEMBLIES.

TYPE D: MAJOR DEMOLITION AND CONSTRUCTION

PROJECTS.

STEP 2: HIGH RISK

IDENTIFY THE PATIENT RISK GROUPS THAT WILL BE

AFFECTED.

IF MORE THAN ONE RISK GROUP WILL BE AFFECTED,

SELECT THE HIGHER RISK GROUP.

STEP 3: CLASS IV

MATCH THE PATIENT RISK GROUP (LOW, MEDIUM, HIGH,

HIGHEST) WITH THE PLANNED CONSTRUCTION

PROJECT TYPE (A, B, C, D) ON THE FOLLOWING

MATRIX, TO FIND THE CLASS OF PRECAUTIONS (I, II, III

OR IV) OR LEVEL OF INFECTION CONTROL ACTIVITIES

REQUIRED.

STEP 4: IDENTIFY THE AREAS SURROUNDING THE PROJECT

AREA, ASSESSING POTENTIAL IMPACT.

BELOW ABOVE NORTH SOUTH EAST WEST

_______________________RISK GROUP_____________________

LOW LOW N/A HIGH LOW LOW

STEP 5:

IDENTIFY SPECIFIC SITE OF ACTIVITY, FOR EXAMPLE, PATIENT

ROOMS, MEDICATION ROOM, AND SO ON.

STEP 6: IDENTIFY ISSUES RELATED TO: VENTILATION,

PLUMBING, AND ELECTRICAL IN TERMS OF THE OCCURRENCE

OF PROBABLE OUTAGES.

STEP 7. IDENTIFY CONTAINMENT MEASURES, USING PRIOR

ASSESSMENT. WHAT TYPES OF BARRIERS (FOR EXAMPLE,

SOLIDS WALLS)? WILL HEPA FILTRATION BE REQUIRED?

STEP 8. CONSIDER POTENTIAL RISK OF WATER DAMAGE. IS

THERE A RISK DUE TO COMPROMISING STRUCTURAL INTEGRITY

(FOR EXAMPLE, WALL, CEILING, ROOF)?

NOTE: RENOVATION/CONSTRUCTION AREA SHALL BE ISOLATED

FROM THE OCCUPIED AREAS DURING CONSTRUCTION AND

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS.

STEP 9. WORK HOURS: CAN OR WILL THE WORK BE DONE

DURING NON-PATIENT-CARE HOURS?

STEP 10. DO PLANS ALLOW FOR ADEQUATE NUMBER OF

ISOLATION/NEGATIVE AIRFLOW ROOMS?

STEP 11. DO THE PLANS ALLOW FOR THE REQUIRED NUMBER

AND TYPE OF HAND-WASHING SINKS?

STEP 12. DOES THE INFECTION PREVENTION AND CONTROL

STAFF AGREE WITH THE MINIMUM NUMBER OF SINKS FOR THIS

PROJECT? (VERIFY AGAINST FACILITY GUIDELINES INSTITUTE

(FGI) DESIGN AND CONSTRUCTION GUIDELINES FOR TYPES AND

AREA.)

STEP 13. DOES THE INFECTION PREVENTION AND CONTROL

STAFF AGREE WITH THE PLANS RELATIVE TO CLEAN AND

SOILED UTILITY ROOMS?

STEP 14. PLAN TO DISCUSS THE FOLLOWING CONTAINMENT

ISSUES WITH THE PROJECT TEAM, FOR EXAMPLE, TRAFFIC

FLOW, HOUSEKEEPING, DEBRIS REMOVAL (HOW AND WHEN).

1/4" = 1'-0" B6

INFECTION CONTROL MEASURES,

TYPICAL CONSTRUCTION LAYOUT

1/2" = 1'-0" D6

INFECTION CONTROL MEASURES,

TEMPORARY WALL SECTION

1. PROJECT SPECIFIC PLANS ARE REQUIRED FOR THIS PROJECT. CONTRACTOR

TO SUBMIT INFECTIOUS CONTROL PLAN, SAFETY PLAN AND QUALITY CONTROL

PLAN PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MEET AND

DISCUSS EXTENT OF ABATEMENT WITH ALL PARTIES TO COORDINATE WITH

THE FACILITY INFECTION CONTROL TO CONDUCT AN INFECTION CONTROL

RISK ASSESSMENT PRIOR TO BEGINNING ANY ABATEMENT, REMOVAL, AND / OR

REPAIRS PER MCM 111-40.

2. THE CONTRACTOR SHALL WRITE THE ASBESTOS HAZARD ABATEMENT

PLAN (AHAP) AND DEVELOP A SCHEDULE FOR APPROVAL BY THE VETERANS

PROFESSIONAL INDUSTRIAL HYGIENIST (VPIH).

3. THE CONTRACTOR SHALL PERFORM NEGATIVE EXPOSURE ASSESSMENTS

(NEA) AND MONITORING PER OSHA 1926.1101(f) FOE EACH REMOVAL WORK

OPERATION IN EACH WORK AREA.

4. THE CONTRACTOR SHALL MONITOR AND SAMPLE AIRBORNE ASBESTOS LEVEL

PER OSHA 1926.1101 UTILIZING THE POINT COUNT METHOD (PCM). SITE VISITS

AND INSPECTIONS OF CONTAINMENT BARRIERS, ANTE-ROOMS, HEPA

EQUIPMENT AND CONTROL EQUIPMENT SHALL BE PER THE ASBESTOS HAZARD

ABATEMENT PLAN.

5. THE CONTRACTOR SHALL PERFORM THE ABATEMENT CLOSEOUT AND

CERTIFICATION OF COMPLIANCE AND FINAL AIR CLEARANCE TESTING WITH

VETERANS PROFESIONAL INDUSTRIAL HYGIENIST AS PER SPECIFICATION

SECTION 02 82 11.

6. THE CONTRACTOR SHALL MAINTAIN SAFETY DATA SHEETS.

7. THE CONTRACTOR SHALL STORE, TRANSPORT, REMOVE ANY MATERIAL AND

WASTE, AND CLEAN WORK AREA UPON COMPLETION OF EACH ABATEMENT.

8. THE CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL FIRE OR SMOKE

RESISTANT PENETRATIONS THAT ARE AFFECTED BY WORK WITHIN AREA.

REMOVE AND REPLACE OR REPAIR ANY UNSATISFACTORY SEALS WITHIN

AREAS OF WORK. REPORT AREAS AND UNSATISFACTORY CONDITIONS THAT

ARE NOT IN SCOPE PROMPTLY TO COR.

9. SAFETY (ILSM) PLAN IS REQUIRED. ICRA REQUIREMENTS MUST BE INCLUDED.

PROVIDE SIGNAGE SUBMITTAL PRIOR TO THE START OF WORK.

10. CONTRACTOR TO ENSURE DOOR IS LOCKED AND CLOSED WHEN NOT IN USE.

CONTRACTOR SHALL KEEP ALL DOORS SECURE IN ALL AREAS AT ALL TIMES.

11. CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF EXISTING

DUCTWORK, PIPING, AND EQUIPMENT THAT REQUIRES ABATEMENT PRIOR TO

COMMENCEMENT OF WORK.

12. CONTRACTOR WILL BE HELD RESPONSIBLE IF ACM IS USED ON THIS PROJECT.

ALL WORK TO REMOVE AND REPLACE ACM WILL BE AT THEIR COST IF ACM IS

USED.

13. CONTRACTOR TO PREPARE AND MAINTAIN A WASTE MANIFEST PER VA ACM

ABATEMENT REQUIREMENTS IN THE SPECIFICATIONS.

GE…