Attch B_Drawings 598-21-108.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

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W a te r

S y s te m s c th o m p s o n B

V

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G-001

COVER SHEET

1 3AD

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

REPLACE/UPGRADE HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

VA PROJECT #: 598-21-108

RHA

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 3

G-002 GENERAL INFORMATION 2 3

G-003 ICRA INFORMATION AND DETAILS 3 3

ARCHITECTURAL

A-100 BUILDING 1. SECOND FLOOR, PHASE 3, ICRA PLAN 1 3

A-101 BUILDING 1, THIRD FLOOR, PHASE 1, FLOOR & DEMOLITION PLANS 2 3

A-102 BUILDING 1, THIRD FLOOR, PHASE 2, FLOOR & DEMOLITION PLANS 3 3

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 18

M-101 BUILDING 1, MEZZANINE, PHASE 1, MECHANICAL PLANS 2 18

M-102 BUILDING 1, THIRD FLOOR, PHASE 1, MECHANICAL PLANS 3 18

M-103 BUILDING 1, THIRD FLOOR, PHASE 2, MECHANICAL PLANS 4 18

M-104 BUILDING 1, THIRD FLOOR, PHASE 3, MECHANICAL PLANS 5 18

M-105 BUILDING 1, THIRD FLOOR POD B, PHASE 3, MECHANICAL PLAN 6 18

M-106 BUILDING 1, SECOND FLOOR POD F, PHASE 3, MECHANICAL PLAN 7 18

M-107 BUILDING 1, THIRD FLOOR, PHASE 4, MECHANICAL PLANS 8 18

M-108 BUILDING 1, 7E PENTHOUSE, PHASE 4, MECHANICAL PLANS 9 18

M-109 BUILDING 1, SIXTH AND SEVENTH FLOOR POD E, PHASE 4, MECHANICAL PLAN 10 18

M-501 MECHANICAL DETAILS 11 18

M-502 MECHANICAL DETAILS 12 18

M-601 MECHANICAL SCHEDULES 13 18

M-602 MECHANICAL CONTROLS 14 18

M-901 HEATING HOT WATER RISER DIAGRAM AREA A 15 18

M-902 HEATING HOT WATER RISER DIAGRAM AREA B 16 18

M-903 HEATING HOT WATER RISER DIAGRAM AREA C 17 18

M-904 HEATING HOT WATER RISER DIAGRAM AREA D 18 18

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 4

ED101 BUILDING 1, THIRD FLOOR POWER DEMOLITION PLAN 2 4

ED103 BUILDING 1, 7E PENTHOUSE POWER DEMOLITION PLAN 3 4

E-101 BUILDING 1, THIRD FLOOR POWER PLAN 4 4

Docusign Envelope ID: 611B32A1-85CA-441C-ACC1-AD6DC1E0670B

7/9/2024

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO

PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND

STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

1. VA Sustainable Design Manual, August 2017

2. VA VHA Directive 1061, February 2021

3. VA Fire Protection Design Manual, 2021

4. VA Plumbing Design Manual, June 2022

5. VA HVAC Design Manual, March 2022

6. VA Physical Security and Resiliency Design Manual, 2022

7. VA Lighting Design Manual, December 2022

8. VA Electrical Design Manual, December 2019

9. VA Office of Information & Technology Design Guide, February 2019

10. VA Infrastructure Standard for Telecommunications Spaces, v3.1, July 2021

11. PG 18-13 VA Barrier Free Design Standard, February 2022

12. PG 18-4 VA Standard Details and Specifications

13. NFPA 101, Life Safety Code, 2021

14. NFPA 99, Health Care Facilities Code, 2021

15. NFPA 90A, Installation of Air Conditioning and Ventilating Systems, 2021

16. NFPA 72, National Fire Alarm Code, 2022

17. NFPA 70, National Electrical Code, 2020

18. NFPA 13, Installation of Sprinkler Systems, 2022

19. International Standards for Hematopoietic Cellular Therapy Product Collection, Processing, and Administration, Eighth Edition

20. International Building Code, 2021

21. International Mechanical Code, 2021

22. International Plumbing Code, 2021

23. International Fuel Gas Code, 2021

24. Illuminating Engineering Society (IES) Lighting Handbook, 10th Edition

25. Facilities Guidelines Institute: Guidelines for the Design and Construction of Hospitals 2022

26. ASME B31.9, Building Services Piping

27. ASHRAE Standard 170, Ventilation for Health Care Facilities, 2021

28. ASHRAE Handbooks, 2017 Fundamentals, 2019 HVAC Applications, 2020 HVAC Systems and Equipment

29. ASHRAE 90.1 – 2019 Energy Standard for Buildings Except Low-Rise Residential Buildings

30. SMACNA, HVAC Duct Construction Standards, Metal and Flexible

31. SMACNA, HVAC Air Duct Leakage Test Manual

32. ANSI/TIA/EIA 568-2019 Commercial Building Cabling Standards

33. ANSI/TIA/EIA 569-C-2015 Commercial Building Standards for Telecommunications Pathways and Spaces

34. ANSI/TIA-1179-2017, Telecommunications Spaces for Healthcare Facilities

35. BICSI, Telecommunications Distribution Methods Manual, 2014

36. Federal Information Processing Standards-FIBS-201-1: Personal Identity Verification (PIV) of Federal Employees and Contractors

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION

FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY

HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT FOR ALL EXPOSED EDGES.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

14. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE OWNER OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR

REINSTALLED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

15. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

16. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

17. CONTRACTOR TO MAINTAIN THE FIRE RATING OF STRUCTURAL MEMBERS OR REPAIR THE FIRE RATING WITH SIMILAR MATERIALS IF DAMAGED DURING CONSTRUCTION. INFILL ALL FLOOR/WALL PENETRATIONS WITH SIMILAR ADJACENT ASSEMBLY OR A UL APPROVED SLEEVE OR PLATE. MUST MAINTAIN THE INTEGRITY OF THE

FIRE-RATING.

18. CONTRACTOR TO COORDINATE SYSTEM SHUTDOWNS WITH COR. PROVIDE A MINIMUM OF 14 DAYS ADVANCE

NOTICE.

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 #

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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M U p g ra d e

H e a ti n g

W a te r

S y s te m s c th o m p s o n B

V

E

.r v t

G-002

GENERAL INFORMATION

2 3RHA

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

AD

GENERAL SYMBOL LEGEND CODE STANDARDS AND EXECUTIVE ORDERSGENERAL NOTES

DEMOLITION NOTES

ARCHITECTURAL SYMBOL LEGEND

ABBREVIATIONS

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I

.F

V .I

.F

V.I.F.

V .I

.F

E X

IS

T

IN

G

W A

L L

V .I

.F

E X

IS

T

IN

G

W A

L L

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR BRACKET

(ILSM MAY REQUIRE MORE

THAN ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

ISOLATE AND COVER ALL

SUPPLY DIFFUSERS NOT IN

OPERATION DURING

PROJECT. COORDINATE

WITH COR.

COVER ALL RETURNS AT

THE GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

COORDINATE WITH

COR WITH MOST

READILY AVAILABLE

OUTLET FOR

NEGATIVE AIR UNIT.

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR JLM UPGRADE HEATING WATER SYSTEMS

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS NOT CONFIRMED THE

DESIGNATION FOR THIS PROJECT. COORDINATE FOR THE CLASS OF

PRECAUTIONS OR LEVEL OF INFECTION CONTROL ACTIVITIES WITH THE VA.

HARD SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA INDICATED

ON THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO SEAL

AREA FROM NON-WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS

INTACT AND ACTIVE.

1A. IF THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING

CHANGES (PROVIDE AND LOCATE A STAGING AREA FOR HAZMAT SUITS NEAR

THE PLASTIC BARRIER ENTRANCE SPACES - CONSTRUCTION ANTEROOM.

THEY SHALL BE USED WHEN GOING INTO CONSTRUCTION AREA AND

LEAVING THE CONSTRUCTION AREA) AND TOOL STORAGE AND TIGHT SEALS

SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL

PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED

OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF THE

CONSTRUCTION PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY

TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE

TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A

PERMANENT BARRIER.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR

MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS

INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS; SERVICE

ELEVATORS SHALL BE USED DURING SCHEDULED TIMES; AND ONLY

AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED;

THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND

THE CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS

SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON

TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY. DEBRIS SHALL BE

REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR

(HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE

OPENING SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED

AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION

AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE

AREAS WITHOUT PRIOR APPROVAL OF THE COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

4C. ALL EQUIPMENT REMAIN IN THE ORs AND ASSOCIATED ROOMS SHALL

BE COVERED AND PROTECTED PRIOR STARTING EACH CONSTRUCTION

PHASE.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR TO VERIFY AND TO ACKNOWLEDGE TO

THE CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE AIR OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC.

AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE

AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

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 SHALL BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A

PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE EXHAUST TO

PREVENT CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-

CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. PROVIDE AIR PRESSURE TESTING THROUGHOUT THE

PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED

AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION

AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS, FOOTGEAR

AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE

DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND MATERIALS

TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM

DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION SITE,

VA EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA INFECTIOUS

DISEASE CONTROL HAS INSPECTED AND APPROVED THE CLEANING.

6B. COR TO APPROVE WORK AREA IS ACCEPTABLE BEFORE CONTRACTOR

CAN PROCEED TO THE NEXT PHASE.

7. ALL WORK IN HIGH RISK GROUP 4 AREAS TO BE AFTER HOURS.

COORDINATE WITH COR.

8. ALL ICRA MEASURES TO BE APPROVED BY THE COR PRIOR TO

INSTALLATION.

ICRA NOTES

III/IVLOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

I

I

II

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 IV

IV

IV

III/IV

III/IV

III

III/IV

II

II

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2: MEDIUMGroup 1: LOWEST

- Non-Invasive Areas of Clinics such as Cardiology / Echo, Nuclear Medicine, Physical Therapy, Radiology / MRI, and Respiratory Therapy

- Reasearch

- MHU DOMs and Inpatient Areas -Laundry Services

- Lodging Areas

- Maintence Medical Information

- Office Areas

- Outside Construction (unless adjacent to building intake vents) -Prosthetic Service -Warehouse

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4: HIGHESTGroup 3: HIGH

- Emergency Department

- Nuclear Medicince

- Canteen / N&Fs

- PT - Tank Areas

- Lab

- Inpatient Areas JLM and CLC

- Operating Room

- Sterile Processing

- Sterlie Supply

- SICU / MICU

- PACUs

- Cardiac Catheterization and Angiography Areas

IIII

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

C

LA

S S

IV

C

LA

S

S

II

During Construction Project

C L-

I C

LA

S

S

II

I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust.

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.

7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

1. Includes all activities required by Class I

2. Provide active means to prevent airborne dust from dispersing into atmosphere.

3. Water mist work surfaces to control dust while cutting.

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

7. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace per manufacturer's recommendations. Do not remove barriers from work area until completed project is inspected each by the Hospital Safety Officer, Facilities Management Maintenance and Engineering Department and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

- Administrative Areas

- Biomedical -Conference Rooms

- Engineering

- Environmental Maagement -Information Systems

- Library

- Interventional Radiology

- Dialysis

- Oncology

- All endoscopy Areas (scope store)

- Pharmacy Admixture

- Chemo Rooms

- Any Area Caring for Immunocompromised (e.g. 6C)

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

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G-003

ICRA INFORMATION AND DETAILS

3 3AD

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

RHA

Scale: 1/2" = 1'-0"

ICRA MOBILE CONTAINMENT CART

Scale: 1/2" = 1'-0"

CROSS SECTION "A"

Scale: 1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

G A S

VALVE

15 16 17 18 19 20 21

W

X

Y

Z

AA

BB

CC

3" HWS

3" HWR

3" HWS

3" HWR

WOMEN'S

RESTROOM

2F-204

MEN'S

LOCKER

2F202A

GENERAL

OPERATING

ROOM

2F-208

NEUROSURGERY

OPERATING

ROOM

2F-210

2F-221

CLEAN CORE

CLEAN

CORE

CONTROL

ROOM

2F-226

NURSE

MANAGER

2F-227

MEDICATION

ROOM

2F-225

ORTHOPEDIC

STORAGE

2F-228

ORTHOPEDIC

OPERATING

ROOM #1

2F-224

CORRIDOR

2F-104

EQUIPMENT

STORAGE

2F-211 ELECT.

CLOSET

2F-209

Room

POD S

NEPTUNE

STORAGE

2F-207

ATRIUM

2F-205

ANESTHESIA

WORKROOM

2F-206

UNISEX

TOILET

2F-206A

WOMEN'S

LOCKER

2F-204A

ALCOVE

2F-203

MEN'S

RESTROOM

2F-202

PACU

2B-180

SOILED

UTILITY

2B-184

ISOLATION

ROOM

2B-182

NURISHMENT

2B-183

VESTIBULE

2B-182A

CUBLICLE

2C-125

CUBICLE

2C-126

CUBICLE

2C-123

ISOLATION

2C-122

STAIR

HEAD

NURSE

2B-189

ISOLATION

2B-188

SURGERY

SERVICE

2B-192

Room

2B-190

STAFF

ANESTHESLGST

2B-191

NURSE

ANESTHETIST

2B-162

STAFF

ANESTHESIOLGST

2B-194

RESDNT

ANSTHSLGST

2B-166

36"X60" ICRA

STICKY MATS

36"X60" ICRA

STICKY MATS

1 1

CONSTRUCTION

ANTEROOM

TEMP

C O

N S

T R

U C

T

IO

N A

N T

E R

O O

M

T E

M P

C L R

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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A-100

BUILDING 1. SECOND FLOOR, PHASE 3,

ICRA PLAN

1 3LMB

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

CLA

Scale: 1/8" = 1'-0"

BUILDING 1, SECOND FLOOR POD F, PHASE 3, ICRA PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A

D E

C B

7 9

F

1 CONSTRUCTION ROUTE ACCESS.

2 CONSTRUCTION ROUTE ACCESS TO SERVICE

ELEVATOR. COORDINATE WITH COR.

3 TEMPORARY PREFABRICATED ICRA WALL

SYSTEM BASIS OF DESIGN, STARC WALL

SYSTEM OR EDGE GUARD SYSTEM.

4 TEMPORARY HARD ICRA BARRIER.

5 CLOSE, LOCK, AND SEAL EXISTING DOOR

DURING CONSTRUCTION. PROVIDE

TEMPORARY SIGNAGE AS NECESSARY.

6 PIPING TIE IN LOCATION. SEE PLUMBING.

7 SEAL ALL PENETRATIONS THROUGH RATED

WALLS WITH APPROVED SEALANT, TYPICAL.

PATCH AND REPAIR TO MATCH EXISTING,

TYPICAL.

8 ZIPPERED PLASTIC ICRA BARRIER.

9 PROVIDE ILSM CONSTRUCTION EGRESS

SIGNAGE, AS NECESSARY. SEE 4/G-003.

10 USE EXISTING DOOR FOR CONSTRUCTION

ACCESS.

11 CONTRACTOR TO PROVIDE SELF CONTAINED

HEPA FILTER AIR UNIT.

12 REMOVE AND REPLACE CEILING TILES AS

REQUIRED. CEILING IS TO BE SEALED AT THE

CLOSE OF EACH SHIFT.

13 WORK IN PACU TO BE COMPLETED ON

WEEKENDS/AFTER HOURS

A. SEE G-003 FOR ADDITIONAL ICRA INFORMATION.

B. COORDINATE WORK WITH ALL DISCIPLINES.

E

E

E

E

E

NEW WORK LEGEND

NEW CONCRETE SLAB

16 17 18 19 20 21

E

F

G

H

J

K

L

STAIR 4

S14-JLM

DN

MECHANICAL

ROOM

3E100

16 17 18 19 20 21

E

F

G

H

J

K

L

36"X60" ICRA

STICKY MATS

STAIR 4

S14-JLM

DN

MECHANICAL

ROOM

3E100

DEMOLITION LEGEND

ICRA STICKY MAT

DEMOLISH EXISTING CONCRETE

SLAB AND/OR EQUIPMENT

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-101

BUILDING 1, THIRD FLOOR, PHASE 1,

FLOOR & DEMOLITION PLANS

2 3LMB

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

CLA

Scale: 1/8" = 1'-0"

BUILDING 1, THIRD FLOOR, PHASE 1, FLOOR PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

Scale: 1/8" = 1'-0"

BUILDING 1, THIRD FLOOR, PHASE 1, DEMOLITION PLAN

1 REMOVE EXISTING STEEL BRACKETS/BRACING

FOR EXISTING EQUIPMENT REMOVAL, TYP.

COORDINATE WITH ELECTRICAL AND

MECHANICAL DWGS.

PATCH AND REPAIR AFFECTED AREA TO ACHIEVE

SMOOTH, CONSISTENT FINISH.

A. ALL EXISTING EQUIPMENT AND EQUIPMENT PADS

ARE FOR REFERENCE ONLY AND TO BE

COORDINATED MECHANICAL AND FIELD VERIFIED.

B. SEE G-003 FOR ADDITIONAL ICRA INFORMATION.

C. COORDINATE WORK WITH ALL DISCIPLINES.

1 EXISTING EQUIPMENT PAD TO REMAIN.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A

D E

C B

E

16 17 18 19 20 21

E

F

G

H

J

K

L

MECHANICAL

ROOM

3E100

STAIR 4

S14-JLM

DN

A-102

A-102

/4

C

LR

8"

M

IN

16 17 18 19 20 21

E

F

G

H

J

K

L

36"X60" ICRA STICKY MATS

STAIR 4

S14-JLM

DN

MECHANICAL

ROOM

3E100

NEW WORK LEGEND

NEW CONCRETE SLAB DEMOLISH EXISTING CONCRETE

SLAB AND/OR EQUIPMENT

DEMOLITION LEGEND

ICRA STICKY MAT

EDGE OF EQUIPMENT PAD

EDGE OF EQUIPMENT

M

IN

MIN.

6"

W

IT

H E

Q U

IP

M

E N

T S

IZ

E

C O

O R

D

IN

A T

E

COORDINATE WITH EQUIPMENT SIZE

M

IN

MIN.

6"

#3 ADHESIVE DOWEL AT 18" O.C.

W/ 2" EMBEDMENT INTO SLAB

NEW OR EXISTING CONC SLAB

#4 CONT

WWF

1/2" CHAMFER

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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BUILDING 1, THIRD FLOOR, PHASE 2,

FLOOR & DEMOLITION PLANS

3 3LMB

REPLACE/UPGRADE

HEATING WATER SYSTEM

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL

4300 W 7TH STREET

LITTLE ROCK, AR 72205

JULY 9, 2024

100% BID DOCUMENTS

598-21-10822-100

CLA

1 NEW EQUIPMENT CONCRETE PAD.

COORDINATE WITH MECHANICAL AND

STRUCTURAL DWGS. SEE ALSO DETAIL

1/A-102.

2 EXPAND EXISTING EQUIPMENT PAD

PRIOR TO INSTALLING NEW EQUIPMENT

Scale: 1/8" = 1'-0"

BUILDING 1, THIRD FLOOR, PHASE 2, FLOOR PLAN

Scale: 1/8" = 1'-0"

BUILDING 1, THIRD FLOOR, PHASE 2, DEMOLITION PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

1 REMOVE EXISTING EQUIPMENT PADS AS

REQUIRED FOR THE REMOVAL OF THE EXISTING

EQUIPMENT. PATCH AND REPAIR AFFECTED

AREA TO ACHIEVE A SMOOTH FINISH.

COORDINATE WITH MECHANICAL DWGS.

2 EXISTING EQUIPMENT CONCRETE PAD TO

REMAIN. COORDINATE WITH MECHANICAL

DRAWINGS.

Scale: 1/2" = 1'-0"

CONCRETE PAD

Scale: 1 1/2" = 1'-0"

EQUIP PAD DETAIL

A. ALL EXISTING EQUIPMENT AND EQUIPMENT PADS

ARE FOR REFERENCE ONLY AND TO BE

COORDINATED MECHANICAL AND FIELD VERIFIED.

B. SEE G-003 FOR ADDITIONAL ICRA INFORMATION.

C. COORDINATE WORK WITH ALL DISCIPLINES.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A

D E

C B

CO2 CARBON DIOXIDE SENSOR

HUMIDISTAT OR HUMIDITY SENSOR

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

ROUND FLEX DUCT

LINEAR SLOT DIFFUSER

BALANCING DAMPER

FIRE DAMPER

SMOKE DAMPER

D

R INCLINED RISE, IN

DIRECTION OF AIRFLOW

INCLINED DROP, IN DIRECTION

OF AIRFLOW

CONNECT NEW DUCT

TO EXISTING

LIMIT OF DEMOLITION

VANED ELBOW (PROVIDE ALL

SQUARE OR RECTANGULAR

ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

STANDARD RADIUS ELBOW

(LONG RADIUS)

10x8 NEW DUCT (INSIDE

DIMENSIONS: WIDTH X DEPTH)

EXISTING DUCT TO REMAIN

EXISTING DUCT TO BE

DEMOLISHED

DUCT TRANSITION

END MOUNTED OR SIDEWALL GRILLE

SUPPLY

RETURN45°

45°

DN

DN

UP

UP

DNUP

STANDARD BRANCH SUPPLY OR

RETURN, NO SPLITTER (45° TAP)

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

RETURN DUCT (UP & DOWN)

S-60

S-15

CR-15

CHWS

CHWR

HIGH PRESSURE STEAM

PIPING (60 PSI)

LOW PRESSURE STEAM PIPING

(15 PSI AND BELOW)

LOW PRESSURE STEAM

CONDENSATE RETURN

CHILLED WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

PIPE UP

PIPE DOWN

BOTTOM CONNECTION

TOP CONNECTION

CAPPED OR PLUGGED PIPE

GLOBE VALVE

GATE VALVE

BALL VALVE

STEAM SAFETY VALVE

PRESSURE REGULATING VALVE

WYE STRAINER VALVE

BALANCING VALVE

MODULATING TWO-WAY CONTROL

VALVE

STEAM TRAP

D CONDENSATE DRAIN LINE

CR-60 HIGH PRESSURE STEAM

CONDENSATE RETURN

HWS

HWR

HEATING HOT WATER SUPPLY

PIPING

HEATING HOT WATER RETURN PIPING

RLS REFRIGERANT LINE SET (LIQUID

AND SUCTION)

CONNECT TO EXISTING PIPE

LIMIT OF DEMOLITION

INLINE CENTRIFUGAL PUMP

STEAM PRESSURE REDUCING

VALVE

DRAIN VALVE

TEST PLUG

SUPPLY

TERMINAL UNIT SUPPLY

DUCT BRANCH (CONICAL

TAP)

CHECK VALVE

FIRE / SMOKE DAMPER

VANED ELBOW (SHORT RADIUS) MPS

CR-30

MEDIUM PRESSURE STEAM

PIPING (16 PSI AND 59 PSI)

MEDIUM PRESSURE STEAM

CONDENSATE RETURN

THERMOSTAT OR TEMPERATURE SENSOR

TWO POSITION CONTROL VALVE

MODULATING THREE-WAY

CONTROL VALVE

T

H

F

SD

FS

MECHANICAL LEGEND

MOTORIZED DAMPER

FLOW TRANSMITTER

MECHANICAL GENERAL NOTES

1. WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND APPLICABLE VA STANDARDS.

2. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

3. PROVIDE NEW MATERIALS, EQUIPMENT AND PRODUCTS INCORPORATED IN THE WORK, OF A SUITABLE GRADE FOR THE PURPOSES INTENDED.

4. WHERE POSSIBLE, PROVIDE STANDARD PRODUCTS OF THE VARIOUS MANUFACTURERS EXCEPT WHERE SPECIAL CONSTRUCTION OR PERFORMANCE FEATURES ARE REQUIRED.

5. EQUIPMENT OR MATERIAL DEVIATIONS FROM INDICATED CONTRACT REQUIREMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE COR. SUBMIT PROPOSED EQUIPMENT DEVIATIONS THAT ARE SIMILAR BOTH IN QUALITY AND CAPACITY TO THAT EQUIPMENT SPECIFIED, AS SOLELY DETERMINED BY THE COR.

6. PROVIDE MECHANICAL EQUIPMENT THAT IS LISTED AND LABELED BY UNDERWRITERS LABORATORIES (U.L.).

7. INSTALL EQUIPMENT AS INDICATED, ALLOWING FOR SUFFICIENT ACCESS AND CLEARANCE SPACE FOR EQUIPMENT MAINTENANCE, REPAIRS, AND REPLACEMENT.

8. INSTALL EQUIPMENT WITH PROPER CLEARANCES FOR REQUIRED PIPING AND ELECTRICAL SERVICES AND CONNECTIONS. INSTALL EQUIPMENT WITH REQUIRED ACCESS AND CLEARANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND APPLICABLE CODES AND STANDARDS.

9. COORDINATE LOCATION, INSTALLATION, AND ROUTING OF DUCTWORK, PIPING, AND EQUIPMENT WITH WORK OF ALL OTHER TRADES.

10. PROVIDE SUPPORT FOR MECHANICAL EQUIPMENT. COORDINATE SUPPORT LOCATIONS WITH ALL CONTRACTORS PRIOR TO INSTALLATION.

11. PROVIDE POWER CONNECTIONS TO EQUIPMENT PROVIDED UNDER THIS CONTRACT AS WORK OF DIVISION 26.

12. PROVIDE CONTROL WIRING FOR MECHANICAL EQUIPMENT AS WORK OF DIVISION 23.

13. DUCTWORK AND PIPING LAYOUTS AND LOCATIONS ARE SCHEMATIC. DO NOT SCALE THESE DRAWINGS. COORDINATE AND DETERMINE EXACT ROUTING OF DUCTWORK AND

PIPING IN THE FIELD.

14. FIELD VERIFY DIMENSIONS BY ACTUAL MEASUREMENT AND OBSERVATION BEFORE ORDERING OR FABRICATING DUCTWORK, PIPING OR EQUIPMENT.

15. NOTIFY COR REGARDING DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS OR DIMENSIONS BEFORE PERFORMING WORK. FAILURE TO VERIFY AND REPORT SHALL CONSTITUTE CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS AS FIT FOR THE PROPER EXECUTION OF THE WORK.

16. SEE ARCHITECTURAL DRAWINGS FOR FINAL LOCATION OF CEILING INSTALLED EQUIPMENT.

17. INSTALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE AND AS CLOSE AS POSSIBLE TO BUILDING WALLS, CEILING AND FLOOR AND ROOF STRUCTURE. PROVIDE OFFSETS, FITTINGS, AND DIMENSIONAL TRANSITIONS NOT SHOWN BUT REQUIRED TO MAINTAIN MINIMUM CLEAR SPACE TO BUILDING SURFACES AT NO ADDITIONAL COST.

18. PATCH, PAINT AND CLEAN SURFACES SUSTAINING DAMAGE ASSOCIATED WITH MECHANICAL WORK OF THIS CONTRACT, UNLESS NOTED OTHERWISE.

19. SUBMIT BOUND SET OF OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT AT COMPLETION OF PROJECT.

20. INSTALL ESCUTCHEONS IN ALL PLACES WHERE PIPING PENETRATES A WALL IN AN EXPOSED LOCATION.

21. MAKE A COMPLETE REVIEW OF DRAWINGS, INCLUDING SCHEDULES AND DETAILS, PRIOR TO BEGINNING MECHANICAL SYSTEM INSTALLATION. RESOLVE CONFLICTS WITH COR.

22. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING SYSTEMS.

23. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE

NOT ACCEPTABLE UNLESS SPECIFICALLY INDICATED OTHERWISE.

24. INSTALL PIPING FREE OF SAGS AND BENDS.

25. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION.

26. PIPING SHALL NOT BE ROUTED OVER TELECOM OR ELECTRICAL CLOSETS/ROOMS.

27. PREPARE DRAWINGS SHOWING MECHANICAL SYSTEMS AND EQUIPMENT FOR COORDINATION WITH WORK OF OTHER DIVISIONS AND WORK BY THE GOVERNMENT.

A. INCLUDE PLAN VIEWS, SECTIONS, AND ELEVATIONS, AS REQUIRED, TO FULLY COORDINATE ALL NEW WORK WITH ITSELF AND EXISTING CONDITIONS.

B. DRAWINGS SHALL SHOW, BUT NOT BE LIMITED TO, ALL DUCTWORK, AIR DISTRIBUTION, MECHANICAL EQUIPMENT, MECHANICAL PIPING, FIRE PROTECTION PIPING, PLUMBING PIPING, CABLE TRAYS, LIGHTING FIXTURES, CEILING GRID AND HEIGHT, BEAMS AND JOISTS (WITH ELEVATIONS MARKED), ELECTRICAL CONDUIT LARGER THAN 2 INCHES IN DIAMETER AND OTHER CEILING MOUNT DEVICES OR EQUIPMENT THAT PROTRUDE INTO THE CEILING CAVITY.

C. IF THERE ARE OUTSTANDING ISSUES THAT CANNOT BE RESOLVED, CONSULT WITH COR FOR GUIDANCE AND MAKE CORRECTIONS IN ACCORDANCE WITH DIRECTIONS GIVEN.

D. DO NOT BEGIN FABRICATION OR PLACE EQUIPMENT ORDERS UNTIL COORDINATION DRAWINGS HAVE BEEN APPROVED.

28. INSTALLATION COMMENCED PRIOR TO COORDINATION DRAWING APPROVAL IS TAKEN AT THE CONTRACTORS OWN RISK. MODIFY, MOVE OR RECONFIGURE WORK LACKING

COORDINATION AT NO ADDITIONAL COST

29. CONTRACTOR TO FIELD-VERIFY EXISTING CONDTIONS PRIOR TO PERFORMING ANY DEMOLITION OR NEW WORK. CONTRACTOR TO PRESERVE ALL SURROUNDING PIPING, DUCTWORK, EQUIPMENT, AND FINISHES NOT INDICATED FOR DEMOLITION OR NEW WORK

30. CONTRACTOR TO COORDINATE ALL UTILITY SHUTDOWNS WITH THE COR (MIN. 14-DAY ADVANCE NOTICE).

31. ALL DEMOLISHED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH VAPHS REQUIREMENTS AND

ENVIRONMENTAL REGULATIONS.

32. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR, OTHER TRADES, AND THE COR TO MINIMIZE DISRUPTION TO AREAS OUTSIDE OF THE

PROJECT LIMITS OF WORK.

33. CONTRACTOR SHALL INFORM THE COR OF ANY AREAS THAT MIGHT POTENTIALLY HOST ASBESTOS-CONTAINING MATERIAL.

34. CONTRACTOR SHALL COORDINATE WORK TO ENSURE THAT (1) PRIMARY HEATING HOT WATER HEAT EXCHANGER AND PUMP SET IS OPERATIONAL AND CONNECTED TO THE

END-USE EQUIPMENT THROUGHOUT THE CONSTRUCTION PERIOD.

35. STEAM SHUTDOWNS LIMITED TO OUTSIDE TEMPERATURES GREATER THAN 65 DEGREES F.

36. CONDENSATE FLASH TANK SHUTDOWN LIMITED TO 8 HOURS.

37. WORK IN THE PACU ONLY TO BE PERFORMED ON THE WEEKENDS.

EXISTING

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

NEW BOLD TEXT INDICATES NEW ITEM

ITALICIZED TEXT INDICATES EXISTING ITEM

DIFFUSER TAG

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

CONNECT TO EXISTING

LIMIT OF DEMOLITION

EQUIPMENT TAG

ANNOTATION SYMBOLS

##-VAV-#

SD-## ###

MECHANICAL ABBREVIATIONS

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR-COOLED CONDENSER

ACCH AIR-COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,TWO

POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTER

BFT BOILER PLANT FIRE TUBE

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BHX BOILER BLOWDOWN HEAT

EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BSC BIOLOGICAL SAFETY CABINETS

BT BUFFER TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

°C CENTIGRADE (CELSIUS)

C COMMON

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CH CHILLER

CHWP CHILLED WATER PUMP

CHW CHILLER WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CM CARBON MONOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CHWCC CHILLED WATER COOLING COIL

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

D-4 ECONOMIZER OUTDOOR AIR

DAMPER

dB DECIBELS Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS…