S02. 598-19-113 100 Pct Drawings.pdf

PDF 45 MB Posted Jul 2, 2021

Attached to: Y1DA--598-21-3-8790-0005 - Project #598-19-113 Replace Fiberglass Piping Chiller Plant - NLR - 36C256-21-AP-2256
Solicitation number: 36C25621R0123
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation to replace fiberglass piping in a chiller plant. The solicitation will be issued on June 11, 2021 through beta.sam.gov for a project valued between $1,000,000 and $5,000,000. The NAICS code is 236220 for specialty trade contractors with a small business size standard of $39.5 million. This is a 100% set-aside for Service-Disabled Veteran Owned Small Businesses. Interested offerors must register on VETBIZ and in beta.sam.gov to receive any amendments by email. The work will be performed at the Eugene Towbin Veterans Hospital in North Little Rock, Arkansas. The point of contact for inquiries is Brad Martin via email.

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Other files

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36C25621R0123 0001.docx	DOCX document	Jul 26, 2021
RFI for Fiberglass Piping w Comments - JDa (002).pdf	PDF	Jul 26, 2021
P07. Wage Determination ar32.txt	TXT text file	Jul 2, 2021
PAST PERFORMANCE SURVEY FIBERGLASS PIPING.docx	DOCX document	Jul 2, 2021
Division Cost Page (002).docx	DOCX document	Jul 2, 2021
S02. FIBERGLASS PIPING 36C25621R0123_1.pdf	PDF	Jul 2, 2021
S02. 598-19-113 100 Pct Specifications.pdf	PDF	Jul 2, 2021

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PROJECT INFORMATION

REPLACE FIBERGLASS PIPING CHILLER PLANT

VASN 16: (CAVHS) CENTRAL ARKANSAS VETERANS HEALTHCARE SYSTEM

EUGENE J. TOWBIN HEALTHCARE CENTER

NORTH LITTLE ROCK, AK 72114

PROJECT NUMBER: 598-19-113

PROJECT INFORMATION

REPLACE FIBERGLASS PIPING IN THE CHILLER PLANT LOCATED ON

THE GROUND FLOOR MECHANICAL ROOM GJ103-170, AND

REPLACEMENT OF AHU-16

BUILDING SUMMARY

GROSS AREA: N/A

STORIES: N/A

MAIN USE: HEALTHCARE

SECONDARY USES: ASSEMBLY; BUSINESS

AREA BY USE:

MECHANICAL ROOM: 5,463 SF

PROJECT INFORMATION-GO-BY

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

NOT TO SCALE

CAMPUS MAP

NOT TO SCALE

VICINITY MAP

PROJECT

LOCATION

PROJECT

LOCATION

M C

U s e rs \a m o rr is \D o c u m e n ts

-1

R e p l_

F G

P ip in g C h ill e r_

P la n t_

A R

C H a la n a .m o rr is .r v t

COVER SHEET CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

2021.03.31 SMc JAC

GI001

JDA PROJECT #: D-19-09

REPLACE FIBERGLASS PIPING CHILLER PLANT

PROJECT No: 598-19-113

EUGENE J TOWBIN V.A. HOSPITAL; BUILDING 170

2200 FT ROOTS DRIVE, NORTH LITTLE ROCK, AR 72114

CONSTRUCTION DOCUMENTS

598-19-113

EJT VAMC NORTH LITTLE ROCK

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

SHEET INDEX

NUMBER NAME

35% DESIGN

DEVELOPMENT

2019.11.27

65% DESIGN

DEVELOPMENT

2020.01.20

65% DESIGN

DEVELOPMENT

2020.08.11

65% DESIGN

DEVELOPMENT

2021.01.20

95% DESIGN

DEVELOPMENT

2021.03.24

CONSTRUCTION

DOCUMENTS

2021.03.31

GENERAL

GI001 COVER SHEET X X X X X X

GI002 SYMBOLS & NOTES X X X X X X

GI003 STANDARD ABBREVIATIONS X X X X X X

GI101 LIFE SAFETY PLAN X X X X X X

GC101 ICRA PLAN X X X

CIVIL

CU100 SITE PLAN X X X X

CU101 DEMOLITION PLAN X X X

CU102 NEW CHILLER LINE PLAN X X X

CU103 DETAILS X X X

ARCHITECTURAL

AD101 GROUND FLOOR PLAN - EXISTING X X X X X X

AE101 NEW CONSTRUCTION FLOOR PLAN X X X X

AE301 BUILDING SECTIONS - NEW CONSTRUCTION X X X X X X

MECHANICAL

MD101 CHILLER PLANT FLOOR PLAN - HVAC DEMOLITION X X X X X X

MD201 CHILLER PLANT NORTHWEST 3D VIEW - HVAC DEMOLITION X X X X X X

MD202 CHILLER PLANT NORTHEAST 3D VIEW - HVAC DEMOLITION X X X X X X

MD203 CHILLER PLANT SOUTHEAST 3D VIEW - HVAC DEMOLITION X X X X X X

MD204 CHILLER PLANT SOUTHWEST 3D VIEW - HVAC DEMOLITION X X X X X X

MS101 SITE PLAN - MECHANICAL DEMOLITION X X X X

MS102 SITE PLAN - MECHANICAL NEW CONSTRUCTION X X X X

MH100 MECHANICAL GENERAL NOTES AND LEGEND X X X X X X

MH101 CHILLER PLANT FLOOR PLAN - HVAC NEW CONSTRUCTION X X X X X X

MI101 MECHANICAL PIPING DIAGRAMS X X X X X X

MI102 MECHANICAL PIPING DIAGRAMS X X X X X X

MI103 MECHANICAL PIPING DIAGRAMS X X X X X X

MI104 MECHANICAL PIPING DIAGRAMS X X X X X X

MI110 FIBERGLASS PIPING CONTROL DIAGRAMS X X X X

MJ101 CHILLER PLANT NORTHWEST 3D VIEW - HVAC NEW CONSTRUCTION X X X X X X

MJ102 CHILLER PLANT NORTHEAST 3D VIEW - HVAC NEW CONSTRUCTION X X X X X X

MJ103 CHILLER PLANT SOUTHEAST 3D VIEW - HVAC NEW CONSTRUCTION X X X X X X

MJ104 CHILLER PLANT SOUTHWEST 3D VIEW - HVAC NEW CONSTRUCTION X X X X X X

MK101 MECHANICAL SCHEDULES X X X X X

ELECTRICAL

ED101 CHILLER PLANT FLOOR PLAN - ELECTRICAL DEMOLITION X X X X X X

ES101 SITE PLAN - ELECTRICAL DEMOLITION X X X X X X

ES102 SITE PLAN - ELECTRICAL NEW CONSTRUCTION X X X X X X

EL101 CHILLER PLANT FLOOR PLAN - ELECTRICAL NEW CONSTRUCTION X X X X X X

1F157B

D2 / AE512

AE501

AE201

AE211

20' - 6"

FIRST FLOOR

P-01

SCOPE INDICATORS

DRAWING TITLE

DETAIL CALLOUT

DETAIL INDICATOR FOR SMALL CONDITIONS

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR,

INTERIOR, MULTIPLE

VIEW

BUILDING SECTION INDICATOR

SPACE IDENTIFICATION

OPENING INDICATOR

WINDOW INDICATOR

EQUIPMENT INDICATOR

SHEET NOTES

PARTITION TYPE INDICATOR

NORTH ARROW

INDICATES PROJECT NORTH

INDICATES TRUE NORTH

EXISTING

INDICATES

COLUMN LINE

DESIGNATION

COLUMN LINE INDICATORS

DRAWING REVISION INDICATOR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

NEW CONSTRUCTION

VV ITEM - GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

VC ITEM - GOVERNMENT

FURNISHED / CONTRACTOR

INSTALLED

ELEVATION INDICATOR

WALL FINISH INDICATOR

CC ITEM - CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

1 1/8" = 1'-0"

View Name

A_4A

BA3034

CASEWORK TAG

LETTER PAIR INDICATES CASEWORK FAMILY:

RE: AE511-514 FOR DETAILS

FIRST PAIR OF NUMBERS INDICATES UNIT

WIDTH (I.E. 30")

SECOND PAIR INDICATES COUNTERTOP

HEIGHT (I.E. 34")

TOILET ACCESSORY TAG

XXXX

JSN

NEW

INDICATES

COLUMN LINE

DESIGNATION

CEILING HEIGHT INDICATOR

Room name 1A105

9' - 0"

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

M C

U s e rs \a m o rr is \D o c u m e n ts

-1

R e p l_

F G

P ip in g C h ill e r_

P la n t_

A R

C H a la n a .m o rr is .r v t

SYMBOLS & NOTES CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 SMc JAC

598-19-113

GI002

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

DRAFTING SYMBOLS

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

M C

U s e rs \a m o rr is \D o c u m e n ts

-1

R e p l_

F G

P ip in g C h ill e r_

P la n t_

A R

C H a la n a .m o rr is .r v t

STANDARD ABBREVIATIONS CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 JDM JAC

598-19-113

GI003

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

SJI STEEL JOIST SLIDING WINDOW

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE

SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION

CLASSIFICATION

STIF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUB

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT

STL

STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL,

TEMPERATURE CONTROL PANEL,

OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ______

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

VC VA FURNISHED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE OR

VITRIFIED CLAY TILE

VENT VENTILATION

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED / VA INSTALLED

W/ WITH

WD WOOD

WP WALL PROTECTION

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER

BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE, REINFORCED, OR

REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID

CORE

SCH SCHOOL

SCHED SCHEDULE, SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE

DETECTOR, OR SOAP DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SJ SCORED JOINT

NS NARROW STILE

NUM NUMERAL

O OXYGEN

O/H OVER HEAD

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE

DIMENSION

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSIE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW ROOF

DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT

ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTYLINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

OR PURCHASE ORDER POST

OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMAIC TUBE, OR

PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE OR QUART

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING

CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTAIN, MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM O MEDIUM

MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMBO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MIN MINIMUM MINUTE OR MINUTE

MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOICE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

H HIGH

H PLAM HIGH PRESSURE PLASTIC

LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGAR

HM HOLLOW METAL OR

HECTOMETER

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND

FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR

HORSEPOWER

HQ HEADQUARTERS

HR HOUR

HRS HOURS

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR

MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATED, INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IWH INSTANANEOUS WATER HEATER

J-BOX JUNCTION BOX

JAN JANITOR

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LATENT

HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCEN FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF CURB

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR

FIREPROOF OR FLAT PANEL

DOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT,

OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUT

FWC FABRIC WALL COVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON, GALLONS

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

GFRG GLASS-FIBER-REINFORCED

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CTLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR

DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC, ELECTRICAL

ELEC DR

ELECTRIC DOOR OPENER

ELEV ELEVATOR

ELEVS ELEVATIONS

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL

CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

C/C CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

C/VA CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CAB CABINET

CAC CEILING ATENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT, CEMENTITIOUS

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR

CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULATING, CIRCULAR

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LIINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

cm2 SQUARE CENTIMETER cm3 CUBIC CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE,

CERTIFICATE OF OCCUPANCY,

CLEAN OUT, OR COMPANY

co2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINAION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR COORDINATION OFFICER

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

A LABEL CLASS A DOOR

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR

ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ACT

ADB AUTOMATIC DOOR BOTTOM

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION,

ASSOCIATED GENERAL

CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE, ALTERNATIVE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLAYWOOD

ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE, APPROXIMATELY

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO-VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL

WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'S

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

CBO

GJ100-170

LOADING DOCKLOADING DOCK

CORRIDOR

CGK1-170

ASSIS'T CHIEF

GK111G-170

VEST

GK110-170

STAIR 13

SG13-170

GENRTR RM

GK109-170

CBO

GJ100E-170

MECH ROOM

GK104-170

EXTERIOREXTERIOR

HOLDING DOCK

GJ102-170

MECH ROOM

GJ103-170

OFFICE

GJ103B-170

ALARM ROOM

GJ103A-170

POWER ROOM

GJ104-170

STAIR 12

SG12-170

46 46

48 48

47 47

TRAVEL DISTANCE: 175'

T R

A V

E L D

A N

C E

' 1

T R

A V

E L D

A N

C E

90 MIN F.R. DOOR

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

125' - 0"

NEW UNRATED PARTITION

NEW / EXISTING 1 HOUR BARRIER

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION

INDICATES PROJECT BOUNDARY

NEW / EXISTING 2 HOUR BARRIER

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

M C

U s e rs \a m o rr is \D o c u m e n ts

-1

R e p l_

F G

P ip in g C h ill e r_

P la n t_

A R

C H a la n a .m o rr is .r v t

LIFE SAFETY PLAN CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 SMc TS

598-19-113

GI101

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

1/8" = 1'-0"E2

LIFE SAFETY PLAN

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

0 4' 8' 16'

KEY PLAN

PROJECT

AREA

BLDG 170

PARTITION LEGEND

SLAB ELEVATION F.F.E. = 287.73'

46 46

48 48

47 47

AE301

CBO

GJ100-170

LOADING DOCKLOADING DOCK

CORRIDOR

CGK1-170

ASSIS'T CHIEF

GK111G-170

VEST

GK110-170

STAIR 13

SG13-170

GENRTR RM

GK109-170

MECH ROOM

GK104-170

DOCK

EXTERIOREXTERIOR

E X

T E

R E

X T

E R

52 53

56 57 61

MECH ROOM

GJ103-170

OFFICE

GJ103B-170

ALARM ROOM

GJ103A-170

HOLDING DOCK

GJ102-170

POWER ROOM

GJ104-170

STAIR 12

SG12-170

CBO

GJ100E-170

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

125' - 0"

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS DEPENDING UPON THE

AREA CLASS DESIGNATION

TYPE OF CONTRUCTION/PROJECT ACTIVITY TABLE

GROUP 1-LOW RISK

● OFFICE AREAS (NON-

CLINICAL)

PATIENT RISK GROUP TABLE

GROUP 2-MEDIUM RISK

GROUP 3-HIGH RISK GROUP 4-HIGHEST RISK

INFECTION CONTROL MATRIX-CLASS OF PRECAUTIONS: CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP TYPE A

I I I

III

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION

ACTIVITY AND RISK LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES

ARE NECESSARY.

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

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 AN EXIT OF WORK AREA.

REPLACE USED MATS IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

7. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

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 CARS. 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. WIPE SURFACES TO REMOVE DUST.

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

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 WAS BEING PERFORMED.

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.

CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS-

THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR

CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY

LEAVE THE WORK SITE.

7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER

EXITS THE WORK AREA.

8. PLACE ADHESIVE WALK-OFF MATS AT ENTRANCE TO WORK AREA WITH

ANTEROOM. REPLACE PER MANUFACTURER'S RECOMMENDATIONS.

9. 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

SERVICES COMPANY.

10. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

11. COVER TRANSPORT RECEPTACLES OR CARS. TAPE COVERING.

12. VACUUM WITH HEPA FILTERED VACUUM. WET MOP WITH DISINFECTANT

AFTER BARRIERS ARE REMOVED.

13. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS 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

AFTER BARRIERS ARE

REMOVED.

6. REMOVE ISOLATION OF HVAC

SYSTEM IN AREAS WHERE

WORK WAS BEING PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

CLASS I

CLASS II

CLASS III

CLASS IV

INSPECTION AND NON-INVASIVE ACTIVITIES

INCLUDES BUT IS NOT LIMITED TO:

● REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1

TILE IN 50 SQUARE FEET

● PAINTING (BUT NOT SANDING), WALL COVERING

● ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES THAT

DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR

ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION

TYPE A

SMALL SCALE, SHORT DURATION ACTIVITIES THAT 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

TYPE B

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 THAT CANNOT BE COMPLETED WITHIN A SINGLE

WORK SHIFT

TYPE C

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES BUT IS NOT LIMITED TO:

● ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS

● REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CEILING SYSTEM

● NEW CONSTRUCTION

TYPE D

ICRA GENERAL NOTES

● CARDIOLOGY

● ECHOCARDIOLOGY

● ENDOSCOPY-GI

● PHYSICAL THERAPY

● RADIOLOGY/MRI

● NUCLEAR MEDICINE

● RESPIRATORY CARE (EXCEPT

BRONCHOSCOPY AREA)

● CAFETERIA

● OUTPATIENT AREAS-CLINICS AND OFFICES

(EXCEPTION: TRANSPLANT AND ONCOLOGY)

● EMERGENCY ROOM

● POST ANESTHESIA

● CARE UNITS

● LABOR AND DELIVERY

● PEDIATRICS

● ADMISSION /

DISCHARGE AREA

● LABORATORIES

● PHARMACY

● INPATIENT UNITS (NOT

OTHERWISE

SPECIFIED)

● ALL OPERATING ROOMS INCLUDING LABOR

AND DELIVERY

● ANESTHESIA AND PUMP AREAS

● CENTRAL EQUIPMENT/STERILE SUPPLY

● CARDIAC CATHETERIZATION AND

ANGIOGRAPHY AREAS

● INTERVENTIONAL RADIOLOGY

● RADIATION ONCOLOGY

● ALL INTENSIVE CARE UNITS

● NEWBORN NURSERIES, INCLUDING NICU

● DIALYSIS UNIT

● ONCOLOGY-INPATIENT AND OUTPATIENT

● TRANSPLANT-INPATIENT AND OUTPATIENT

● PHARMACY ADMIXTURE

● NEGATIVE PRESSURE ISOLATION

ROOMS/AREAS (INCLUDING BRONCHOSCOPY

AREA)

TYPE B

III

III / IV

TYPE C

III

III / IV

TYPE D

III / IV

A. PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL) INFECTION CONTROL REPRESENTATIVE FOR WORK OUTSIDE MAJOR AREA.

B. PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY WORK IN THE CEILING PLENUM.

C. PROVIDE TEMPORARY DOOR WITH GASKETING TO PREVENT THE MOVEMENT OF DUST.

D. PROVIDE TEMPORARY EMERGENCY EXIT FROM CONSTRUCTION ZONE; HOWEVER, ALL GENERAL CONSTRUCTION TRAFFIC SHOULD BE THROUGH VESTIBULE.

E. CONTRACTOR TO PROTECT ALL FINISHES INCLUDING (BUT NOT LIMITED TO) FLOORING, CEILING, WALL SURFACES, DOORS, AND DOOR FRAMES DURING THE MOVEMENT OF MATERIALS TO/FROM LIMIT OF WORK. COORDINATE WITH COR AND SPECIFICATIONS FOR PROCEDURES/REQUIREMENTS.

NEW UNRATED PARTITION

NEW / EXISTING 1 HOUR BARRIER

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION

INDICATES PROJECT BOUNDARY

NEW / EXISTING 2 HOUR BARRIER

ICRA LEVEL 3

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

M C

U s e rs \a m o rr is \D o c u m e n ts

-1

R e p l_

F G

P ip in g C h ill e r_

P la n t_

A R

C H a la n a .m o rr is .r v t

ICRA PLAN CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 JLM JLM

598-19-113

GC101

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

1/8" = 1'-0"F1

GROUND FLOOR PLAN - EXISTING

ICRA NOTES FOR GC:

• ICRA DRAWINGS ARE FOR REFFERENCE AND

INFORMATIONAL USE ONLY AND ARE ONLY INTENDED TO

ASSIST IN PRICING DURING THE BIDDING PHASE.

• ICRA DRAWINGS ARE NOT INTENED TO REPLACE EFFORT

GC IS REQUIRED TO PERFORM IN GENERATING INFECTION

CONTROL PLAN WITH VA COR AND VA ICRA OFFICER.

• GC SOLEY RESPONSIBLE FOR COORDINATING INFECTION

CONTROL PLAN WITH VA COR AND VA ICRA OFFICER PRIOR

TO START OF WORK.

• GC IS SOLEY RESPONSIBLE FOR PRICING ALL WORK –

INCLUDING MATERIALS AND LABOR – REQUIRED TO

PROVIDE ICRA PATHS AND BARRIERS; ANY ADDITIONAL

WORK REQUIRED TO PROVIDE COMPLIANCE WITH ICRA

GUIDELINES SHALL BE PROVIDED BY THE GC AT NO

ADDITIONAL COST TO THE GOVERNMENT.

• GC TO NOTIFY VA COR AND AOR IMMEDIATELY DURING THE

BIDDING PHASE IF THERE ARE ANY DISCREPANCIES IN

DRAWINGS AND/OR SPECIFICATIONS REGARDING ICRA

INFORMATION; NOTIFICATION WILL BE SUBMITTED VIA THE

RFI PROCESS OUTLINED IN THE SPECIFICATIONS; ANY

DISCREPANCIES NOT PRESENTED DURING THE BIDDING

PHASE THAT RESULTS IN ADDITIONAL COSTS SHALL BE THE

SOLE RESPONSIBILITY OF THE GC, AND PROVIDED BY THE

GC AT NO ADDITIONAL COST TO THE GOVERNMENT.

• DRAWINGS AND SPECS ARE NOT INTENDED TO DICTATE

MEANS AND METHODS OF GC AND THEIR REQUIREMENT TO

COMPLY WITH THE GUIDELINES OUTLINED IN THE

SPECIFICATIONS.

• CHANGE ORDERS FOR UNPRICED WORK THAT IS REQUIRED

TO ENSURE COMPLIANCE WITH VA ICRA GUIDELINES WILL

NOT BE ACCEPTED.

1. ICRA WORK LIMITS ARE TO ENCOMPASS ALL AREAS WITH

REQUIRED WORK ACROSS ALL DISCIPLINES WHICH

REQUIRES CONTRACTOR TO FULLY FAMILIARIZE

THEMSELVES WITH THE COMPLETE SET OF CONSTRUCTION

DOCUMENTS AND THE INTENDED WORK.

2. ICRA CLASS(ES) SHOWN ARE CONCEPTUAL AND MAY BE

USED AS A STARTING POINT FOR THE CONTRACTOR'S

REQUIRED WORK UNDER SPECIFICATION SECTION 01 35 26

"SAFETY REQUIREMENTS".

3. CONTRACTORS ARE ENCOURAGED TO ATTEND ANY AND

ALL SITE VISITS PROVIDED BY THE VA DURING BIDDING TO

FAMILIARIZE THEMSELVES WITH THE AREAS OF WORK.

4. CONTRACTOR SHALL EXAMINE THE FULL SET OF PLANS

AND DETERMINE IF THERE ARE ADDITIONAL AREAS OF

WORK ( AND THEIR ASSOCIATED ICRA CLASS(ES) ) DURING

BIDDING.

5. CONTRACTOR IS TO CONSIDER AND INCLUDE MONIES FOR

REQUIRED WORK IN ALL PROJECT AREAS AS PART OF

THEIR BASE BID.

6. IF CONTRACTOR IDENTIFIES POTENTIAL CONFLICTS OR

LIMITATIONS IN THEIR ABILITY TO FULLY COMPLY WITH

ICRA SAFETY REQUIREMENTS CONTAINED IN THE BIDDING

DOCUMENTS, THEY SHALL SEEK RESOLUTION IN WRITING

AS INDICATED IN BIDDING INSTRUCTIONS.

7. PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL)

INFECTION CONTROL REPRESENTATIVE FOR WORK

OUTSIDE MAJOR AREA.

8. PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY

WORK IN THE CEILING PLENUM.

9. PROVIDE TEMPORARY DOOR WITH GASKETING TO

PREVENT THE MOVEMENT OF DUST.

10. PROVIDE TEMPORARY EMERGENCY EXIT FROM

CONSTRUCTION ZONE; HOWEVER, ALL GENERAL

CONSTRUCTION TRAFFIC SHOULD BE THROUGH

VESTIBULE.

11. CONTRACTOR TO PROTECT ALL FINISHES INCLUDING (BUT

NOT LIMITED TO) FLOORING, CEILING, WALL SURFACES,

DOORS, AND DOOR FRAMES DURING THE MOVEMENT OF

MATERIALS TO/FROM LIMIT OF WORK. COORDINATE WITH

COR AND SPECIFICATIONS FOR PROCEDURES /

REQUIREMENTS.

GRAPHIC LEGEND

ICRA - GENERAL NOTES

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

0 4' 8' 16'

PROJECT

AREA

BLDG 170

KEY PLAN

BUILDING 89

BUILDING 170

Repair Area

LIQUID O2 TANKS

FUEL UGST

0 20 50 100

Mech. Room

BUILDING 159

BUILDING 69 CURB & GUTTER

LEGEND

STORM DRAIN PIPE

STORM DRAIN STRUCTURE

FENCE

SANITARY SEWER MANHOLE

SANITARY SEWER PIPE

BUILDING

CONCRETE PATCH

UNDERGROUND ELECTRIC LINE

WATER LINE

CHILL WATER LINE

COMMUNICATIONS

WATER VALVE

FIRE HYDRANT

GAS LINE

HANDICAP PARKING SIGN

ELECTRIC

CHAIN LINK FENCE

LIGHT POLE

SIDEWALK

ASPHALT PATCH

FUEL MANHOLES

4" Chiller Line Supply (noted as "deleted" in 1984 As-Builts)

4" Chiller Line Return (noted as "deleted" in 1984 As-Builts)

8" Chiller Line Return

8" Chiller Line Supply

18" Chiller Lines (Supply & Return, 1980 Plan Did Not Specify which Line was Supply or Return)

3" Make Up Chiller Line (1980)

8"Chiller Line Return

8"Chiller Line Supply

6"Chiller Line Return

6"Chiller Line Supply

8" Chiller Line Return 1984

8" Chiller Line Supply 1984

18" Chiller Line 1980

3" Make Up Chiller Line 1980

18" Chiller Line 1980

8" Chiller Line Return

8" Chiller Line Supply

1"=20'

3" C hiller M ake-U p Line (noted as "deleted" in 1984 A s-B uilts)

NOTES:

1. CONTRACTOR SHALL CONTACT ARKANSAS ONE CALL AND THE VA TO MARK UTILITIES PRIOR TO ANY EXCAVATION.

2. HAND DIG IN TRENCH WITH IN 1 FOOT OF EXISTING UTILITIES.

3. SEWER, WATER, STEAM AND/OR ELECTRICAL UTILITIES SERVICES ARE BURIED IN THE AREA AS SHOWN BUT AT

UNKNOWN DEPTHS, MAINTAIN MINIMUM SEPARATIONS DISTANCES AS REQUIRED.

4. CHILLED WATER PIPING LOCATIONS OBTAINED FROM 1980 & 1984 AS-BUILT PLANS FROM CAVHS AND ARE SHOWN

AS IDENTIFIED IN PLANS AND A JULY 2020 UTILITIES SURVEY.

5. THE CONTRACTOR SHALL PROVIDE ALL ITEMS NECESSARY TO CONNECT THE NEW CHILLED WATER PIPING AS

SHOWN WITH THE EXISTING CHILLED WATER SYSTEM THAT WILL REMAIN AND ESTABLISH AN OPERABLE CHILLED

WATER SYSTEM.

3. CONTRACTOR TO EXCAVATE CHILLED WATER PIPES TRENCHING / EXCAVATION IN ACCORDANCE WITH ALL OSHA

REGULATIONS (29 CFR CH.XVII, SUBPART B)

4. TRENCH SHALL BE EXCAVATED BELOW GRADE & REQUIRED TO PROVIDE A MINIMUM 30" OF PIPE COVER, AS SHOWN

IN ASSOCIATED DETAILS.

BUILDING 89

BUILDING 170

Mech. Room

SITE PLAN CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 JCH KEH

598-19-113

CU100

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

KEY PLAN

1. UPDATED-1980 & 1984 CHILLER LINES 10-06-20

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

TCB

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Communications

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Steam Line / Tunnel

AutoCAD SHX Text Abandoned Pipe

AutoCAD SHX Text Existing Water Lines

AutoCAD SHX Text Existing Water Line

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Conc. Patch

AutoCAD SHX Text Existing Water Line

AutoCAD SHX Text Chiller Plant

AutoCAD SHX Text UG Feeder Line to O2

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Gas

AutoCAD SHX Text Asphalt Patch

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Steam Line

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Existing Steam Line

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Approx. Location of Underground Electric Lines

AutoCAD SHX Text Approx. Location of Underground Electric Line

AutoCAD SHX Text Abandoned Pipe

AutoCAD SHX Text Curb

AutoCAD SHX Text Drive

AutoCAD SHX Text Curb

AutoCAD SHX Text Approx. Location of Underground Electric Line

AutoCAD SHX Text Abandoned Pipe

AutoCAD SHX Text Conc. Patch

AutoCAD SHX Text UG Electric

AutoCAD SHX Text Existing Communications

AutoCAD SHX Text Approx. Location of Fuel Line

AutoCAD SHX Text Approx. Location of Underground Electric Line

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Sign

AutoCAD SHX Text Approx. Location of Existing Chiller Riser Pipes

AutoCAD SHX Text Drain

AutoCAD SHX Text Clean Out

AutoCAD SHX Text Vent

AutoCAD SHX Text S

AutoCAD SHX Text Approx. Location of Underground Electric Line

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Steam Line / Tunnel

AutoCAD SHX Text D

AutoCAD SHX Text Drain

AutoCAD SHX Text Existing Steam Line / Tunnel

AutoCAD SHX Text Existing Water Line

AutoCAD SHX Text Existing Sidewalk

AutoCAD SHX Text Existing Steam Lines

AutoCAD SHX Text Existing Water Line

AutoCAD SHX Text Steam Line

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

GAS

AutoCAD SHX Text

UGT

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

8.6'FL

AutoCAD SHX Text

6.75'FL

AutoCAD SHX Text

7.41'FL

AutoCAD SHX Text

7.02'FL

AutoCAD SHX Text

9.58'FL

AutoCAD SHX Text

9.42'FL

AutoCAD SHX Text

AutoCAD SHX Text Chiller Plant

AutoCAD SHX Text

EXTERIOR AREA OF WORK

Repair Area

LIQUID O2 TANKS

FUEL UGST

0 20 50 100

Mech. Room

BUILDING 69

DEMO 2-18" Fiberglass Supply & Return Chiller Lines

3" Make Up Chiller Line (per 1980 As-Builts) Remains--DO NOT REMOVE

18" Chiller Line (per 1980 As-Builts) 3" Make Up Chiller Line (per 1980 As-Builts) Remains--DO NOT REMOVE

18" Chiller Line 1980 (per 1980 As-Builts)

8" Chiller Line Return

8" Chiller Line Supply

DEMO: EXCAVATE & REMOVE TWO (2) EXISTING 18" FIBERGLASS CHILLER LINES AND

ASSOCIATED INSULATION, THRUST BLOCKS, FITTINGS, ELBOWS, ETC., AS SHOWN IN

EXISTING TRENCH DETAILS (BELOW).

8" Chiller Line Return

8" Chiller Line Supply 8" Chiller Line Return

8" Chiller Line Supply

6" Chiller Line Return

6" Chiller Line Supply

DEMO: ASPHALT, SIDEWALK, CURB/GUTTER, AND

EXCAVATE & REMOVE TWO (2) EXISTING 18"

FIBERGLASS CHILLER LINES AND ASSOCIATED

INSULATION, THRUST BLOCKS, FITTINGS,

ELBOWS, ETC., AS SHOWN IN EXISTING TRENCH

DETAILS.

PHASING: A MINIMUM OF A 25'-WIDE ROADWAY

ACCESS FOR 2-WAY TRAFFIC MUST BE

MAINTAINED THROUGH THE ASPHALT PARKING

AREA AT ALL TIMES TO ENABLE CONTINUED

LARGE VEHICLE DELIVERIES AND PARKING;

CONTRACTOR MUST NOT EXCAVATE, DEMOLISH,

OR OTHERWISE BLOCK THE 25'-WIDE ROADWAY

ACCESS.

SAFETY: USE APPROPRIATE CONSTRUCTION

FENCING, CONES, FLAGGERS AND OTHER

SAFETY MEASURES TO PROTECT TRAFFIC AND

PEDESTRIANS FROM THE CONSTRUCTION AREA.

1" = 20'

DEMO: SIDEWALK AND EXCAVATE & REMOVE TWO (2) EXISTING 18" FIBERGLASS CHILLER

LINES AND ASSOCIATED INSULATION, THRUST BLOCKS, FITTINGS, ELBOWS, ETC., AS

SHOWN IN EXISTING TRENCH DETAILS (BELOW).

3" C hiller M ake-U p Line (noted as "deleted" in 1984 A s-B uilts)

NOTES:

1. CONTRACTOR SHALL CONTACT ARKANSAS ONE CALL AND THE VA TO MARK UTILITIES PRIOR TO ANY EXCAVATION.

2. HAND DIG IN TRENCH WITH IN 1 FOOT OF EXISTING UTILITIES.

3. SEWER, WATER, STEAM AND/OR ELECTRICAL UTILITIES SERVICES ARE BURIED IN THE AREA AS SHOWN BUT AT

UNKNOWN DEPTHS, MAINTAIN MINIMUM SEPARATIONS DISTANCES AS REQUIRED.

4. CHILLED WATER PIPING LOCATIONS OBTAINED FROM 1980 & 1984 AS-BUILT PLANS FROM CAVHS AND ARE SHOWN

AS IDENTIFIED IN PLANS AND A JULY 2020 UTILITIES SURVEY.

5. THE CONTRACTOR SHALL PROVIDE ALL ITEMS NECESSARY TO CONNECT THE NEW CHILLED WATER PIPING AS

SHOWN WITH THE EXISTING CHILLED WATER SYSTEM THAT WILL REMAIN AND ESTABLISH AN OPERABLE CHILLED

WATER SYSTEM.

3. CONTRACTOR TO EXCAVATE CHILLED WATER PIPES TRENCHING / EXCAVATION IN ACCORDANCE WITH ALL OSHA

REGULATIONS (29 CFR CH.XVII, SUBPART B)

4. TRENCH SHALL BE EXCAVATED BELOW GRADE & REQUIRED TO PROVIDE A MINIMUM 30" OF PIPE COVER, AS SHOWN

IN ASSOCIATED DETAILS.

4" Chiller Line Supply (noted as "deleted" in 1984 As-Builts)

4" Chiller Line Return (noted as "deleted" in 1984 As-Builts)

EXISTING CHILLER LINE TRENCH DETAILS

NTS

BUILDING 89

BUILDING 170

Mech. Room

DEMOLITION PLAN CONSTRUCTION

DOCUMENTS

REPLACE FIBERGLASS PIPING

CHILLER PLANT

EJT VAMC NORTH LITTLE ROCK

2021.03.31 JCH KEH

598-19-113

CU101

JDA PROJECT #: D-19-09

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

1. UPDATED-1980 & 1984 CHILLER LINES 10-06-20

KEY PLAN

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

TCB

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Chiller Plant

AutoCAD SHX Text Asphalt Patch

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Curb

AutoCAD SHX Text Drive

AutoCAD SHX Text Curb

AutoCAD SHX Text Conc. Patch

AutoCAD SHX Text UG Electric

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Sign

AutoCAD SHX Text Approx. Location of Existing Chiller Riser Pipes

AutoCAD SHX Text Drain

AutoCAD SHX Text Clean Out

AutoCAD SHX Text Vent

AutoCAD SHX Text S

AutoCAD SHX Text

8.6'FL

AutoCAD SHX Text

6.75'FL

AutoCAD SHX Text

7.41'FL

AutoCAD SHX Text

7.02'FL

AutoCAD SHX Text

9.58'FL

AutoCAD SHX Text

9.42'FL

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER GROUND)

AutoCAD SHX Text

+/-4" TOPSOIL

AutoCAD SHX Text

+/-2'2" COMPACTED EARTH FILL

AutoCAD SHX Text

+/-6" MIN. OF COMPACTED SAND FILL MATERIAL AROUND PIPE

AutoCAD SHX Text

+/-18" CHILLER PIPE & INSULATION

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER SIDEWALK)

AutoCAD SHX Text

+/-4" CONCRETE, 3,500 PSI

AutoCAD SHX Text

SAWCUT EXISTING SIDEWALK

AutoCAD SHX Text

+/-1'10" COMPACTED EARTH FILL

AutoCAD SHX Text

SAWCUT EXISTING SIDEWALK

AutoCAD SHX Text

+/-4" COMPACTED BASE

AutoCAD SHX Text

+/-6" MIN. OF COMPACTED SAND FILL MATERIAL AROUND PIPE

AutoCAD SHX Text

+/-18" CHILLER PIPE & INSULAATION

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER FOOTING)

AutoCAD SHX Text

BOTTOM OF FOOTING

AutoCAD SHX Text

+/-12" EARTH FILL

AutoCAD SHX Text

+/-6" MIN. OF SAND FILL MATERIAL AROUND PIPE

AutoCAD SHX Text

18" CHILLER PIPE & INSULATION

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER ASPHALT)

AutoCAD SHX Text

+/-3" ACHM SURFACE W/ TACK COAT

AutoCAD SHX Text

SAWCUT EXISTING ASPHALT

AutoCAD SHX Text

1'9" COMPACTED EARTH FILL

AutoCAD SHX Text

SAWCUT EXISTING ASPHALT

AutoCAD SHX Text

+/-6" CONCRETE, 3,500 PSI

AutoCAD SHX Text

+/-6" MIN. OF COMPACTED SAND FILL MATERIAL AROUND PIPE

AutoCAD SHX Text

+/-18" CHILLER PIPE & INSULATION

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER CONCRETE)

AutoCAD SHX Text

+/-9" CONCRETE, 4,000 PSI

AutoCAD SHX Text

SAWCUT EXISTING CONCRETE

AutoCAD SHX Text

+/-1'9" COMPACTED EARTH FILL

AutoCAD SHX Text

SAWCUT EXISTING CONCRETE

AutoCAD SHX Text

+/-6" MIN. OF COMPACTED SAND FILL MATERIAL AROUND PIPE

AutoCAD SHX Text

+/-18" CHILLER PIPE

AutoCAD SHX Text

EXISTING TRENCH CROSS-SECTION (UNDER CURB)

AutoCAD SHX Text

CONCRETE CURB FLOW LINE, 3,500 PSI

AutoCAD SHX Text

SAWCUT EXISTING CONCRETE

AutoCAD SHX Text

+/-1'9" COMPACTED EARTH FILL

AutoCAD SHX Text

SAWCUT EXISTING CONCRETE

AutoCAD SHX Text

+/-6" MIN. COMPACTED SAND MATERIAL AROUND PIPE

AutoCAD SHX Text

+/-18" CHILLER PIPE

AutoCAD SHX Text

TOP OF CONCRETE CURB, 3,500 PSI

AutoCAD SHX Text

(PER 1984 AS-BUILTS - NOT TO SCALE)

AutoCAD SHX Text

(PER 1984 AS-BUILTS - NOT TO SCALE)

AutoCAD SHX Text

(PER 1984 AS-BUILTS - NOT TO SCALE)

AutoCAD SHX Text

(PER 1984 AS-BUILTS - NOT TO SCALE)

AutoC…

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