564-19-101 Project Drawings.pdf
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- 36C25626R0015
About this file
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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\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/
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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
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IS
T\ _P
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C
TS
\J
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1.
4-
-1
F ay tte vi lle W at er
S to ra ge
\B
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\5
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Fa ye tte vi lle W at er
S to ra ge
_A rc h.
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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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