564-19-101 Project Drawings.pdf

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Y1NE| SOLICIATION | 36C25626R0015 | CONSTRUCT NEW WATER STORAGE FACILITY
Solicitation number
36C25626R0015
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This document is a set of project construction drawings for a new water storage facility at the Veterans Healthcare System of the Ozarks (VHSO) in Fayetteville, Arkansas. The project (564-19-101) involves constructing a 600,000-gallon ground-mounted water tank with a supporting pump house containing water pumps, an emergency power generator with support equipment, and all associated utilities. The facility is classified as mission-critical per the VA Physical Security Design Manual and will serve 775 gross square feet with an industrial, general occupancy classification. The construction documents include comprehensive plans and specifications across multiple disciplines: civil, structural, architectural, mechanical, electrical, plumbing, fire protection, and security/electronics systems. Key components detailed in the drawings include site demolition and civil work, vertical construction of steel and masonry buildings, elevated water storage tanks, below and above-grade utilities, HVAC systems, and fully sprinklered fire protection. The documents establish the facility as a Type II-B construction, non-high-rise building with an occupant load of 8 persons and travel distances of up to 200 feet.

The bid includes a base item for full construction and three deduct alternates: omitting face brick with dimensional adjustments, omitting a jib crane and foundation, and omitting water line extension to the LeRoy Pond Building. The prime consultant team consists of JohnsonDanforth & Associates as the A/E firm, Bernhard TME as the structural engineer, Hodges Engineering as the civil engineer, FP&C Consultants KC as the fire protection engineer, and GRW as the security consultant. The project documentation is marked as Controlled Unclassified Information (CUI) and prepared in compliance with VA standards, energy conservation requirements, EPA, OSHA, NFPA, NEC, and ASHRAE codes. The period of performance is 330 calendar days from the Notice to Proceed, and all work must be completed without disrupting ongoing medical center operations.

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PROJECT INFORMATION

CONSTRUCT NEW WATER STORAGE FACILITY

VETERANS HEALTHCARE SYSTEM OF THE OZARKS (VHSO)

1100 N COLLEGE AVE

FAYETTEVILLE, AR 72703

PROJECT NUMBER: 564-19-101

PROJECT INFORMATION

THIS PROJECT WILL CONSTRUCT A NEW 600,000 GALLON GROUND

MOUNTED WATER TANK & SUPPORTING PUMP HOUSE w/ WATER PUMPS

TO PROVIDE OPERATING PRESSURE FOR ALL BUILDINGS & SERVICES AT

ALL LEVELS, AN EMERGENCY POWER GENERATOR w/ SUPPORT

EQUIPMENT FOR PUMP SYSTEM AND ALL SUPPORTING FACILITIES.

THIS PROJECT IS CLASSIFIED AS MISSION CRITICAL IN ACCORDANCE

WITH VA PHYSICAL SECURITY DESIGN MANUAL.

BUILDING SUMMARY

GROSS FLOOR AREA: ..... 775 GSF

MAIN USE: INDUSTRIAL, GENERAL

SECONDARY USES: NONE

PROJECT INFORMATION

BID ITEM 1, BASE BID: PROVIDE ALL NECESSARY LABOR, MATERIALS,

TOOLS, AND GENERAL CONDITIONS FOR:

"CONSTRUCT NEW WATER STORAGE FACILITY"

VA PROJECT 564-19-101

VETERANS HEALTHCARE SYSTEM OF THE OZARKS

FAYETTEVILLE, ARKANSAS

WORK INCLUDES, BUT IS NOT LIMITED TO: SITE DEMOLITION, CIVIL SITE,

NEW VERTICAL CONSTRUCTION OF STEEL AND MASONRY BUILDINGS,

ELEVATED WATER STORAGE TANKS AND ASSOCIATED BELOW AND

ABOVE-GRADE UTILITIES, PLUMBING, HVAC AND ELECTRICAL.

BID ITEM 2, DEDUCT ALTERNATE #1: OMIT FACE BRICK.

DIMENSIONALLY ADJUST FLOOR SLABS, OPENINGS, AND FLASHINGS TO

ACCOMMODATE THINNER WALL.

BID ITEM 3, DEDUCT ALTERNATE #2: OMIT JIB CRANE AND

FOUNDATION.

BID ITEM 4, DEDUCT ALTERNATE #3: OMIT WATER LINE EXTENSION TO

LEROY POND BUILDING.

SCHEDULE OF BID ITEMS

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

N

N

U.S. Department of Veterans Affairs

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08 - 6231

NOT TO SCALE

CAMPUS MAP

NOT TO SCALE

VICINITY MAP

CONSULTANTS

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

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COVER SHEET CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER STORAGE

FACILITY

05-05-2025 jda DEB

GI001

JDA PROJECT #: 2018.001

CONSTRUCT NEW WATER STORAGE FACILITY

PROJECT No: 564-19-101

1100 N COLLEGE AVE

FAYETTEVILLE, AR 72703

CONSTRUCTION DOCUMENTS

2026-05-24 VA RESPONSES

564-19-101

FAYETTEVILLE, AR

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

GENERAL INFORMATION

GI001 COVER SHEET

GI002 SYMBOLS, LEGENDS & GENERAL NOTES

GI003 STANDARD ABBREVIATIONS

GI101 CODE PLAN

GENERAL CONDITIONS

GC101 BUILDING 1 GROUND FLOOR ICRA PLAN

GC102 BUILDING 1 FIRST FLOOR ICRA PLAN

GC103 BUILDING 8 GROUND FLOOR ICRA PLAN

CIVIL

CI100 EXISTING SITE PLAN

PUL100 PUL SURVEY

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CU103 SITE PLAN

CU104 WATER TOWER AREA & WATER SUPPLY PLAN

CU105 BOLLARD DETAILS

CU106 SIDEWALK, SECURITY FENCE, CONCRETE, AND ASPHALT DETAILS

CU107 WATER TOWER DETAILS

CU108 DEDUCT ALTERNATE. CONSTRUCT WATER LINE EXTENSION PLAN

CU109 WATER LINE DETAILS

CU110 WATER VAULT DETAILS

CG111 DRAINAGE PLAN

CG112 DRAINAGE PLAN DETAILS

CG113 EROSION CONTROL DETAILS

CI114 LANDSCAPE PLAN

STRUCTURAL

S001 STRUCTURAL NOTES

S002 STRUCTURAL NOTES

S100 PUMP HOUSE LAYOUT

SB101 FOUNDATION SECTIONS

SB102 FOUNDATION SECTIONS

SF101 FRAMING SECTIONS

SF102 FRAMING SECTIONS

ARCHITECTURAL

AE101 PUMP HOUSE FLOOR PLAN

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE501 EXTERIOR DETAILS

AE502 OPENING DETAILS

AE601 OPENING, FINISH AND SIGNAGE SCHEDULES & TYPES

AE901 PROJECT 3D VIEWS

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

* PROJECT SITE

* PROJECT SITE

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

MISSION CRITICAL

FIRE PROTECTION

FA101 PUMP HOUSE FIRE ALARM PLAN

FX101 PUMP HOUSE FIRE PROTECTION PLAN

PLUMBING

PS101 PUMP STATION UTILITY PLAN

PL101 PUMP STATION LAYOUT

PL301 PUMP STATION SECTION

PL302 SITE PIPING SECTIONS

PL303 SITE PIPING SECTIONS

MECHANICAL

M101 MECHANICAL NOTES AND LEGEND

M201 MECHANICAL HVAR FLOOR PLAN

M301 MECHANICAL HVAR DETAILS

M302 MECHANICAL HVAR DETAILS

ELECTRICAL

E101 ELECTRICAL LEGEND AND ABBREVIATIONS

E102 ELECTRICAL PUMP STATION SITE PLAN

E103 ELECTRICAL PUMP STATION PLAN

E104 ELECTRICAL ONE-LINE AND SCHEDULES

E105 ELECTRICAL DETAILS

SECURITY AND ELECTRONICS

TY001 SECURITY ELECTRONICS SYMBOLS AND GENERAL NOTES

TY002 SECURITY ELECTRONICS SITE PLAN

TY003 SECURITY ELECTRONICS ENLARGED SITE PLAN

TY101 SECURITY ELECTRONICS PUMP HOUSE FLOOR PLAN

TY201 SECURITY ELECTRONICS BUILDING 1 GROUND FLOOR PLAN

TY202 SECURITY ELECTRONICS BUILDING 1 FIRST FLOOR PLAN

TY301 SECURITY ELECTRONICS BUILDING 8 GROUND FLOOR PLAN

TY501 SECURITY ELECTRONICS PACS DETAILS

TY502 SECURITY ELECTRONICS SSTV DETAILS

TY503 SECURITY ELECTRONICS MISCELLANEOUS DETAILS 1

TY504 SECURITY ELECTRONICS MISCELLANEOUS DETAILS II

TY601 SECURITY ELECTRONICS PACS RISER DIAGRAM

TY602 SECURITY ELECTRONICS SSTV RISER DIAGRAM

TY603 SECURITY ELECTRONICS IDS RISER DIAGRAM

INDEX OF DRAWINGS

2026.03.01 08:15:07-07'00'

A

1F157B

D2 / AE512

AE501

AE201

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

N

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

A

NEW

INDICATES

COLUMN LINE

DESIGNATION

CEILING HEIGHT INDICATOR

Room name 1A105

9' - 0"

NEW UNRATED PARTITION

NEW 1 HOUR CMU BARRIER

UL U906

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

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SYMBOLS, LEGENDS & GENERAL

NOTES

CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GI002

JDA PROJECT #: 2018.001

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

DRAFTING SYMBOLS

TYPICAL PARTITION NOTES

1.

A.

B.

2.

3.

4.

TESTING AGENCIES FOR THE FIRE ASSEMBLIES IDENTIFIED ON THE PARTITION SCHEDULE ARE:

UL – UNDERWRITERS LABORATORY DESIGN NUMBER

GA – GYPSUM ASSOCIATION DESIGN NUMBER

PLAN DIMENSIONS ARE TYPICALLY TO GRID LINE, FACE OF STUD, OR FACE OF CONCRETE OR

CMU UNLESS NOTED OR INDICATED OTHERWISE. DOORS NOT LOCATED BY PLAN DIMENSIONS

ARE LOCATED BY JAMB DETAILS REFERENCED FROM DOOR SCHEDULE. CRITICAL CLEARANCES

ARE DESIGNATED ‘CLR’.

THE PARTITION TYPE NOTED BY A SYMBOL CONTINUES BETWEEN CORNERS AND BETWEEN

INTERSECTING PARTITIONS. AT OPENINGS, PROVIDE THE SAME PARTITION TYPE ABOVE AND

BELOW SUCH OPENING AS THAT ON EITHER SIDE OF THE OPENING. AT PARTITIONS SCHEDULED

TO EXTEND TO STRUCTURE ABOVE, EXTEND THE PARTITION AROUND AND ABOVE DUCTS,

BEAMS, AND OTHER OBSTRUCTIONS. ALIGN DIFFERENT PARTITION THICKNESSES SO THAT THE

FINISHED WALL PLANES CONTINUE UNBROKEN WITHIN EACH ROOM OR CORRIDOR, UNLESS

NOTED OTHERWISE. WHERE FACE OF COLUMN FURRING IS SHOWN AS ALIGNING WITH FACE OF

PARTITION, CONTINUE PARTITION FACE UNBROKEN PAST THE COLUMN. STANDARD COLUMN

FURRING DETAILS LOCATE PARTITION FACE.

WHERE PARTITIONS ARE INDICATED AS BEING FIRE-RATED, CONTINUE PARTITIONS UNBROKEN

TO BOTTOM OF DECK ABOVE AND ALONG THE ENTIRE PERIMETER OF THE SPACES BEING

SEPARATED BY THE FIRE-RATED PARTITIONS. CONTINUE FIRE-RATED PARTITION SEPARATIONS

WITHOUT INTERRUPTION WHERE THEY INTERSECT NON-RATED PARTITIONS.

PARTITION LEGEND

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

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STANDARD ABBREVIATIONS CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GI003

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

A

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

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

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

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

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

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

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

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

OP

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

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

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

G

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

H

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

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

J-BOX JUNCTION BOX

JAN JANITOR

K

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

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

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

M

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

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

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

NS NARROW STILE

NUM NUMERAL

O

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

P

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

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE OR QUART

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R

R RADIUS OR RISER

RA RETURN AIR

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

S

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

SJ SCORED JOINT

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

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

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

V

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

W/ WITH

WD WOOD

WP WALL PROTECTION

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

2 TON WALLACE PRODUCTS:CRANE MODEL HS2-16-12BHOIST MODEL 5-214-15?TROLLEY MODEL HHPTF20105?

discharge suction

A A

B B

EQUIPMENT

ROOM

SECURITY

CLOSET

GENERATOR

ROOM

10.01

TD

4'

[ M

AX

. 2

TD 28' - 11"

[ MAX. 200' ]

10.01

CHLORINATION

3' - 8 9/16" 3' - 8 9/16"

B U

IL

D

IN

G

(S H

ED

N O

T

SP

R

IN

K

LE

R

ED

IMAGINARY LOT LINE PER IBC 705.3

OVERHEAD DOOR AREA = 80 SF

TOTAL WEST WALL AREA = 563 SF

OPENING % = 14%

1A

101E

5 OCCUPANTS

3 OCCUPANTS

NEW UNRATED PARTITION

NEW 1 HOUR CMU BARRIER

UL U906

INDICATES TERMINATION OF

PATH @ POINT OF ACCESS TO

PUBLIC WAY

INDICATES START OF PATH

INDICATES EXIT SIGNAGE - REF:

ELECTRICAL. SHADED PORTION

INDICATES LIT FACE

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

/1

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CODE PLAN CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GI101

JDA PROJECT #: 2018.001

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

1/4" = 1'-0"F6 CODE PLAN

CODE SUMMARY

1.

2.

A.

3.

A.

B.

C.

APPLICABLE CODES IN ORDER OF PRECEDENCE:

VETERANS AFFAIRS "FIRE PROTECTION DESIGN MANUAL", CURRENT EDITION

NFC CODES, CURRENT EDITION

OCCUPANCY CLASSIFICATION: NFPA: INDUSTRIAL, GENERAL

IBC: UTILITY

STRUCTURE IS FULLY SPRINKLED PER PSDM AND FPDM

CONSTRUCTION TYPE: NFPA: II (000)

IBC: II-B

CONSTRUCTION TYPE LIMITATIONS

NFPA: NONE (40.1.6)

IBC:

- BUILDING AREA (PROPOSED / PERMITTED): 775 SF / 8,500 SF

- NO. OF STORIES (PROPOSED / PERMITTED): 1 STORY / 3

- HEIGHT (FT) TO ROOF (PROPOSED / PERMITTED): 18' / 55'

FIRE RESISTENCE RATING OF BUILDING ELEMENTS:

ELEMENT REQUIRED RATING

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS (NOTE 3)

EXTERIOR 0 / 1 FOR WEST WALL

INTERIOR 0

NON-BEARING WALLS AND PARTITIONS

EXTERIOR (NOTE 3) 0 / 1 FOR WEST WALL

INTERIOR 0

FLOOR CONSTRUCTION & SECONDARY MEMBERS 0

ROOF CONSTRUCTION & SECONDARY MEMBERS 0

OCCUPANT LOAD:

FROM NFPA 101 2018 T7.3.1.2 "OCCUPANT LOAD FACTOR":

INDUSTRIAL, GENERAL: 100 SF/OCCUPANT

GROSS FLOOR AREA: 775 SF

TOTAL OCCUPANT LOAD: 8 OCCUPANTS (775 SF/100)

TRAVEL DISTANCE AND COMMON PATH OF TRAVEL LIMITATIONS:

COMMON PATH OF TRAVEL (PROPOSED / PERMITTED): 100'

TRAVEL DISTANCE (PROPOSED / PERMITTED): 200'

DEAD END (PROPOSED / PERMITTED): 0/50'

HIGH-RISE / NOT HIGH-RISE: NOT HIGH RISE (3.3.37.7)

FIRE SEPARATION DISTANCE AND OPENING ALLOWANCES:

PER IBC 705.3, FOR MULTIPLE BUILDINGS ON THE SAME LOT, AN IMAGINARY LINE

MUST BE STRUCK EQUADISTANCE BETWEEN THEM TO DETERMINE BUILDING

SEPARATION DISTANCE.

PER IBC T602, A FIRE SEPARATION DISTANCE OF <5 FEET FOR GROUP I REQUIRES

EXTERIOR WALLS TO HAVE A 1-HOUR RATING.

PER IBC T705.8, FOR BUILDING SEPARATION DISTANCE BETWEEN 3 AND 5 FEET,

OPENINGS ARE LIMITED TO 15% OF WALL AREA.

EXPLANATORY NOTES:

FOR BUILDINGS WHERE NFPA 101 PROVIDES CONSTRUCTION

REQUIREMENTS FOR ONE OR MORE OF THE OCCUPANCIES WITHIN THE

BUILDING, THE TYPE OF CONSTRUCTION AS WELL AS THE HEIGHT FOR THE

BUILDING MUST COMPLY WITH THE MOST RESTRICTIVE OCCUPANCY

CONSTRUCTION REQUIREMENTS OF NFPA 101.

FOR BUILDINGS WHERE NFPA 101 DOES NOT PROVIDE CONSTRUCTION

REQUIREMENTS FOR ANY OF THE OCCUPANCIES WITHIN THE BUILDING, THE

CONSTRUCTION TYPE AS WELL AS HEIGHT AND AREA LIMITATIONS FOR THE

BUILDING MUST COMPLY WITH THE REQUIREMENTS OF THE IBC.

NOTE: THE HEIGHT AND AREA LIMITATIONS FOUND IN THE IBC WILL

APPLY ONLY TO THOSE BUILDINGS WHERE ALL OCCUPANCIES

WITHIN THE BUILDING HAVE NO CONSTRUCTION REQUIREMENTS IN

NFPA 101. FOR EXAMPLE, USE OF THE IBC WILL RESTRICT THE

HEIGHT AND AREA OF A TYPE V BUILDING CONTAINING A BUSINESS

OCCUPANCY WHILE NFPA 101 WOULD PERMIT THE BUILDING TO BE

OF UNLIMITED HEIGHT AND AREA. TYPICALLY, NEW CONSTRUCTION

IN THE VA WILL REQUIRE THE BUILDING TO BE SPRINKLER

PROTECTED AND THE LIMITATIONS IN THE IBC FOR FULLY

SPRINKLER PROTECTED BUILDINGS SHOULD NOT BE OVERLY

RESTRICTIVE.

THE REQUIREMENTS FOR FIRE RESISTANCE RATINGS OF EXTERIOR WALLS,

MAXIMUM AREA FOR EXTERIOR WALL OPENINGS, AND OPENING

PROTECTION MUST COMPLY WITH THE IBC (SEE NOTE 1) EXCEPT AS

FOLLOWS:

THERE ARE NO REQUIREMENTS FOR SEPARATION OR OPENINGS

BETWEEN VA BUILDINGS WHEN BOTH (ALL) BUILDINGS ARE FULLY

SPRINKLER PROTECTED. THIS EXCEPTION DOES NOT APPLY TO VA

BUILDINGS THAT ARE ADJACENT TO NON-VA PROPERTY LINES.

AS PERMITTED UNDER SECTION 2.9 OF VA FIRE PROTECTION

DESIGN MANUAL. BUILDING SEPARATION REQUIREMENTS ARE

FOUND IN TABLE 602 AND OPENING REQUIREMENTS ARE FOUND IN

TABLE 705.8 OF THE IBC. WITH GREATER THAN 60 FEET OF

SEPARATION BETWEEN BUILDINGS (OR GREATER THAN 30 FEET OF

SEPARATION BETWEEN A BUILDING AND A PROPERTY LINE), THERE

ARE NO REQUIREMENTS IN THE IBC. WITH ≤ 60 FEET OF SEPARATION

BETWEEN BUILDINGS (OR ≤ 30 FEET OF SEPARATION BETWEEN A

BUILDING AND A PROPERTY LINE) AND WHERE ANY ONE BUILDING IS

NOT FULLY SPRINKLER PROTECTED, THE REQUIREMENTS IN THE IBC

MUST BE FOLLOWED.

AS A RESULT OF THE BUILDING SEPARATION REQUIREMENTS OF

IBC, THE WEST WALL MUST HAVE A 1-HOUR RATING WITH RATED

OPENINGS.

PARTITION LEGEND

EGRESS LEGEND

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

N

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

EGRESS DOOR SUMMARY

MARK

REQ'D WIDTH FOR OCCUPANT

LOAD ACTUAL WIDTH

101A 1" 2' - 8" 101E 19/32" 2' - 8"

SHEET NOTES

10.01 FIRE EXTINGUISHER ON BRACKET (VV)

DOWN

FEC

FEC

FEC

UP

TANK

CONTROLLER

TANK

CONTROLLER

ICRA CLASS LEGEND

CLASS 3

REFER TO TY SERIES

DRAWINGS FOR EXACT

SCOPE AND EXTENTS OF

WORK AT THIS LEVEL

POINT OF CONDUIT ENTRY:

REFER TO TY SERIES

DRAWINGS FOR EXACT

SCOPE AND EXTENTS OF

WORK AT THIS LEVEL

SHADED AREA OUTSIDE

PRIMARY BUILDING 01 WORK

AREA

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

/1

6/

:3 7:

P

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:\U se rs \d an ie

\D ro pb ox

AR

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BUILDING 1 GROUND FLOOR ICRA

PLAN

CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GC101

JDA PROJECT #: 2018.001

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

1/16" = 1'-0"F1

BUILDING 1 GROUND FLOOR

ICRA PLAN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO ICRA MATRIX ON SHEET GC103 FOR SUMMARY

OF ICRA CONSTRUCTION/PROJECT ACTIVITIES, RISK

GROUPS AND ICRA CLASS PRECAUTIONS. REFER TO

SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS"

FOR FULL DETAILS OF REQUIREMENTS BY ICRA CLASS.

WORK LIMITS ARE TO ENCOMPASS ALL AREAS WITH

REQUIRED WORK ACROSS ALL DISCIPLINES: CONTRACTOR

TO FULLY FAMILIARIZE THEMSELVES WITH THE COMPLETE

SET OF CONSTRUCTION DOCUMENTS AND THE INTENDED

WORK.

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".

CONTRACTORS ARE ENCOURAGED TO ATTEND ANY AND

ALL SITE VISITS PROVIDED BY THE VA DURING BIDDING TO

FAMILIARIZE THEMSELVES WITH THE AREAS OF WORK.

CONTRACTOR SHALL EXAMINE THE FULL SET OF PLANS

AND DETERMINE IF THERE ARE ADDITIONAL AREAS OF

WORK ( AND ASSOCIATED ICRA CLASS(ES) ) DURING

BIDDING.

CONTRACTOR IS TO CONSIDER AND INCLUDE MONIES FOR

REQUIRED WORK IN ALL PROJECT AREAS AS PART OF

THEIR BASE BID.

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.

PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL)

INFECTION CONTROL REPRESENTATIVE FOR WORK

OUTSIDE MAJOR AREA.

PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY

WORK IN THE CEILING PLENUM.

PROVIDE TEMPORARY DOORS WITH GASKETING TO

PREVENT THE TRANSFER OF DUST OUTSIDE WORK AREA.

PROVIDE TEMPORARY EMERGENCY EXITS FROM

CONSTRUCTION ZONES; HOWEVER, ALL GENERAL

CONSTRUCTION TRAFFIC SHOULD BE THROUGH

VESTIBULE.

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.

GENERAL NOTES

DISPATCH

TOILET HOLDING

DN

UP

DN

UP

STAIR

S-101

UP

DN

DN

UP

PC

PC

BALER

UP

UP

UPHC RAMP

H C

H C

H C

H C

H C

H C

H C H C

SCISSOR LIFT SCISSOR LIFT DOCK

LEVELER

DOCK

LEVELER

PALLET

STORAGE

PALLET

STORAGE

PALLET

STORAGE

PALLET

STORAGE

PALLET

STORAGE

VAULT

DOOR

RE

CL

IN

ER

EYE WASH

EYE WASH

FOOT

PEDAL

& EYE

WASH

FOOT

PEDAL &

EYE WASH

EYE WASH

FOOT

PEDAL EYE

WASH

FOOT

PEDAL EYE

WASH

FOOT

PEDAL EYE

WASH

FOOT

PEDAL EYE

WASH

FOOT

PEDAL EYE

WASH

DO

W

N

DOWN

UP

DO

W N

DOWN

TRASH

TRASH

INFEC WASTETRASH

ICRA CLASS LEGEND

CLASS 3

REFER TO TY SERIES

DRAWINGS FOR EXACT

SCOPE AND EXTENTS OF

WORK AT THIS LEVEL

SHADED AREA OUTSIDE

PRIMARY BUILDING 01 WORK

AREA

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

/1

6/

:3 7:

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BUILDING 1 FIRST FLOOR ICRA

PLAN

CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GC102

JDA PROJECT #: 2018.001

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO ICRA MATRIX ON SHEET GC103 FOR SUMMARY

OF ICRA CONSTRUCTION/PROJECT ACTIVITIES, RISK

GROUPS AND ICRA CLASS PRECAUTIONS. REFER TO

SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS"

FOR FULL DETAILS OF REQUIREMENTS BY ICRA CLASS.

WORK LIMITS ARE TO ENCOMPASS ALL AREAS WITH

REQUIRED WORK ACROSS ALL DISCIPLINES: CONTRACTOR

TO FULLY FAMILIARIZE THEMSELVES WITH THE COMPLETE

SET OF CONSTRUCTION DOCUMENTS AND THE INTENDED

WORK.

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".

CONTRACTORS ARE ENCOURAGED TO ATTEND ANY AND

ALL SITE VISITS PROVIDED BY THE VA DURING BIDDING TO

FAMILIARIZE THEMSELVES WITH THE AREAS OF WORK.

CONTRACTOR SHALL EXAMINE THE FULL SET OF PLANS

AND DETERMINE IF THERE ARE ADDITIONAL AREAS OF

WORK ( AND ASSOCIATED ICRA CLASS(ES) ) DURING

BIDDING.

CONTRACTOR IS TO CONSIDER AND INCLUDE MONIES FOR

REQUIRED WORK IN ALL PROJECT AREAS AS PART OF

THEIR BASE BID.

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.

PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL)

INFECTION CONTROL REPRESENTATIVE FOR WORK

OUTSIDE MAJOR AREA.

PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY

WORK IN THE CEILING PLENUM.

PROVIDE TEMPORARY DOORS WITH GASKETING TO

PREVENT THE TRANSFER OF DUST OUTSIDE WORK AREA.

PROVIDE TEMPORARY EMERGENCY EXITS FROM

CONSTRUCTION ZONES; HOWEVER, ALL GENERAL

CONSTRUCTION TRAFFIC SHOULD BE THROUGH

VESTIBULE.

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.

GENERAL NOTES

1/16" = 1'-0"F1

BUILDING 1 FIRST FLOOR ICRA

PLAN

U P

ICRA CLASS LEGEND

CLASS 2

STORAGE

008 TOILET

BREAK ROOM

GROUNDS STORAGE

MAINTENANCE

GARAGE

TOILET

BREAK ROOM

001A

OFFICE

SHADED AREA OUTSIDE

PRIMARY BUILDING 08 WORK

AREA

POINT OF CONDUIT ENTRY:

REFER TO TY SERIES

DRAWINGS FOR EXACT SCOPE

AND EXTENTS OF WORK AT

THIS LEVEL

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

II

II

III

III / IV

TYPE C

II

III

III / IV

III / IV

TYPE D

III / IV

IV

IV

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.

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

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

FULLY SPRINKLERED

/1

6/

:3 7:

P

M C

:\U se rs \d an ie

\D ro pb ox

AR

C H

IT

EC

TU

R

E\ _B

IM

A

SS

IS

T\ _P

R O

JE

C

TS

\J

D A\ jd a2

1.

4-

-1

F ay tte vi lle W at er

S to ra ge

\B

IM

\5

-1 9-

1_

Fa ye tte vi lle W at er

S to ra ge

_A rc h.

r2

4.

rv t

BUILDING 8 GROUND FLOOR ICRA

PLAN

CONSTRUCTION

DOCUMENTS

CONSTRUCT NEW WATER

STORAGE FACILITY

FAYETTEVILLE, AR

05-05-2025 jda DEB

564-19-101

GC103

JDA PROJECT #: 2018.001

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

SECURITY

GRW

801 CORPORATE DRIVE

LEXINGTON, KY 40503

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

1/8" = 1'-0"F6

BUILDING 8 GROUND FLOOR

ICRA PLAN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO ICRA MATRIX ON SHEET GC103 FOR SUMMARY

OF ICRA CONSTRUCTION/PROJECT ACTIVITIES, RISK

GROUPS AND ICRA CLASS PRECAUTIONS. REFER TO

SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS"

FOR FULL DETAILS OF REQUIREMENTS BY ICRA CLASS.

WORK LIMITS ARE TO ENCOMPASS ALL AREAS WITH

REQUIRED WORK ACROSS ALL DISCIPLINES: CONTRACTOR

TO FULLY FAMILIARIZE THEMSELVES WITH THE COMPLETE

SET OF CONSTRUCTION DOCUMENTS AND THE INTENDED

WORK.

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".

CONTRACTORS ARE ENCOURAGED TO ATTEND ANY AND

ALL SITE VISITS PROVIDED BY THE VA DURING BIDDING TO

FAMILIARIZE THEMSELVES WITH THE AREAS OF WORK.

CONTRACTOR SHALL EXAMINE THE FULL SET OF PLANS

AND DETERMINE IF THERE ARE ADDITIONAL AREAS OF

WORK ( AND ASSOCIATED ICRA CLASS(ES) ) DURING

BIDDING.

CONTRACTOR IS TO CONSIDER AND INCLUDE MONIES FOR

REQUIRED WORK IN ALL PROJECT AREAS AS PART OF

THEIR BASE BID.

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.

PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL)

INFECTION CONTROL REPRESENTATIVE FOR WORK

OUTSIDE MAJOR AREA.

PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY

WORK IN THE CEILING PLENUM.

PROVIDE TEMPORARY DOORS WITH GASKETING TO

PREVENT THE TRANSFER OF DUST OUTSIDE WORK AREA.

PROVIDE TEMPORARY EMERGENCY EXITS FROM

CONSTRUCTION ZONES; HOWEVER, ALL GENERAL

CONSTRUCTION TRAFFIC SHOULD BE THROUGH

VESTIBULE.

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.

12" = 1'-0"F1 ICRA MATRIX

GENERAL NOTES

N:643450.17 E:674138.79

ELEV:1477.29

VA-1 PROVIDED BY JOHN HARVEY 10-08-2019

BUILDING 9

FUEL AST

LIQUID O2 TANKS

FUEL AST

SCALE

N:643552.23 E:674580.24

ELEV:1455.04

N:643526.49 E:674624.63

ELEV:1454.16

N:643537.94 E:674651.74

ELEV:1454.32

N:643560.63 E:674666.93

ELEV:1454.28

N:643532.34 E:674691.64

ELEV:1453.95

B-5

B-2

B-1 B-4

B-3

BUILDING 40

STORAGE BUILDINGDU

MP

ST

ER

PA

D

BUILDING "C"

BUILDING "B"

BUILDING "A"

N:643831.68 E:673914.65

ELEV:1475.07

FIRE HYDRANT TOP NUT

CURB & GUTTER

LEGEND

PAINT STRIPING

STORM DRAIN PIPE

STORM DRAIN STRUCTURE

FENCE

SANITARY SEWER MANHOLE

SANITARY SEWER PIPE

BUILDING

SPOT ELEVATION

BUILDING SETBACK LINE

CONSTRU…

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