ATTACHMENT 3 DRAWINGS 618-16-101 CONSTRUCT EVIDENCE BASED INPATIENT WARD 2K2H.pdf
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- Attached to
- Z2DA--Construct Evidence Based Wards (VA-20-00046403) Federal contract opportunity
- Solicitation number
- 36A77620R0004
About this file
This notice describes a forthcoming federal contract solicitation for construction services. The Department of Veterans Affairs intends to solicit and award a firm-fixed-price contract to construct a new evidence-based inpatient care ward at the Minneapolis VA Medical Center. The project scope includes renovating an existing ward along with associated spaces to create a new ward, installing a new air handling unit, and renovating rooms to a conference room and resident office. The solicitation will be a request for proposal issued on or around July 22, 2020, with a period of performance of approximately 390 calendar days from notice to proceed. The anticipated magnitude of construction is between $5 million to $10 million. The solicitation will be set aside as a total SDVOSB and offers will only be accepted from qualified SDVOSB concerns.
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R on e-ei gh th in ch o ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot
REVISIONS DATE
G E
N E
R A
L N
O T
E S
GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED
BY THE VARIOUS SUBCONTRACTORS.
Approved: Division Chief
Date Checked Drawn
DRAWING NO.
Building Number
USACE Contract No.
Drawing Title Project Title
Location
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY REGISTERED
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
REGISTRATION NUMBER:
Office of Facilities
Management Drawing Scale
Approved: Service DirectorPlot Scale
CONSTRUCT SPECIALTY
CARE INPATIENT WARD 2K
AND HOSPITAL AREA 2H TRUE NORTH
PLAN NORTH
3535 Vadnais Center Drive Saint Paul, MN 55110 | 651.490.2000
ARCHITECT
180 5th Street East Suite 700 Saint Paul, MN 55101
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03/30/2020 PAR BGW
W912ES19D0003
1368 - GI0.01
COVER SHEET
V.A. MEDICAL CENTER
ONE VETERANS DRIVE MINNEAPOLIS, MN 55417
16354
PAUL A. RAGOZZINO
100% CD SUBMITTAL 03/30/2020
EAST 54th. STREET th
. A V
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49-A
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US DEPARTMENT OF VETERANS AFFAIRS
MINNEAPOLIS, MN. MEDICAL CENTER
CONSTRUCT SPECIALTY CARE INPATIENT WARD 2K AND HOSPITAL AREA 2H
USACE CONTRACT TASK ORDER NUMBER: W912ES19F0017
VA PROJECT NUMBER: 618-16-101
LOCATION MAP - MINNEAPOLIS VAMC
NORTH
ARCHITECTURE
GI0.01 COVER SHEET
GI0.02 GENERAL INFORMATION
GI0.03 ACCESSIBILITY STANDARDS
GI0.04 CODE REVIEW
GI0.05 CODE REVIEW
GI0.06 WARD 2K CODE PLAN
GI0.07 AREA H CODE PLAN
GI0.08 SITE LOGISTICS PLAN
AD1.00 WARD 2K DEMOLITION PLAN
AD1.20 AREA H DEMOLITION PLAN
AE2.00 WARD 2K - COMPOSITE FLOOR PLAN
AE2.01 WARD 2K - ENLARGED PLAN - AREA A
AE2.02 WARD 2K - ENLARGED PLAN - AREA B
AE2.03 WARD 2K - ENLARGED FRAMING PLAN - AREA A
AE2.04 WARD 2K - ENLARGED FRAMING PLAN - AREA B
AE2.10 WARD 2K - COMPOSITE REFLECTED CEILING PLAN
AE2.11 WARD 2K - ENLARGED REFLECTED CEILING PLAN - AREA A
AE2.12 WARD 2K - ENLARGED REFLECTED CEILING PLAN - AREA B
AE2.20 AREA H - FLOOR PLAN
AE2.21 AREA H - REFLECTED CEILING PLAN
AE5.01 SUPPORT SPACES ELEVATIONS & EQUIPMENT MOUNTING HEIGHTS
AE5.02 BATHROOM ELEVATIONS
AE5.03 PATIENT ROOM INTERIOR ELEVATIONS
AE5.04 INTERIOR ELEVATIONS
AE7.01 PARTITION TYPES & DETAILS
AE7.02 DETAILS
AE7.03 CASEWORK DETAILS
AE8.01 DOOR SCHEDULES, FRAME TYPES & DETAILS
AE9.01 ROOM FINISH SCHEDULES & DETAILS
AE9.02 WARD 2K - COMPOSITE FLOOR FINISH PLAN
AE9.03 WARD 2K - ENLARGED FINISH FLOOR PLAN - AREA A
AE9.04 WARD 2K - ENLARGED FINISH FLOOR PLAN - AREA B
WARD 2K
AREA 2H
STRUCTURAL
SJ0.01 GENERAL STRUCTURAL NOTES AND DETAILS
LOW VOLTAGE
T0.00 TELECOMMUNICATIONS SYMBOLS AND ABBREVIATIONS
TD2.00 WARD 2K - COMPOSITE DEMO PLAN - TELECOM
TD2.01 WARD 2K - ENLARGED DEMO PLAN - AREA A - TELECOM
TD2.02 WARD 2K - ENLARGED DEMO PLAN - AREA B - TELECOM
T2.00 COMPOSITE FLOOR PLANS - TELECOM
T2.01 WARD 2K - ENLARGED PLAN - AREA A - TELECOM
T2.02 WARD 2K - ENLARGED PLAN - AREA B - TELECOM
T2.11 WARD 2K ENLARGED INTERSTITIAL SPACE PLAN - AREA A - TELECOM
T2.12 WARD 2K ENLARGED INTERSTITIAL SPACE PLAN - AREA B - TELECOM
T2.20 AREA H - FLOOR PLAN - TELECOM
T3.00 WARD 2K - ENLARGED PLANS - TELECOM
T4.00 WARD 2K - RISERS - TELECOM
T5.00 WARD 2K - SCHEDULES - TELECOM
T6.00 WARD 2K - DETAILS - TELECOM
T6.01 WARD 2K - DETAILS - TELECOM
T6.02 WARD 2K - DETAILS - TELECOM
T6.03 WARD 2K - DETAILS - TELECOM
MECHANICAL
GM001 MECHANICAL SYMBOLS AND ABBREVIATIONS
MD1.01 REMOVAL AREAS H AND K LEVEL 2 PLAN - HVAC
MD1.02 REMOVAL AREAS H AND K LEVEL 2 INTERSTITIAL PLAN - HVAC AND HYDRONICS
MD2.01 REMOVAL AREA K LEVEL 2 M.E.R. AREA PLAN - MECHANICAL
MH1.01 AREAS H AND K LEVEL 2 PLAN - HVAC
MH1.02 AREAS H AND K LEVEL 2 PLAN - INTERSTITIAL PLAN - HVAC
MH2.01 AREA K LEVEL 2 M.E.R. AREA PLAN - MECHANICAL
MH2.02 LEVEL 3 AND 4 MECHANICAL ROOMS
MP1.01 AREA K LEVEL 2 PLAN - MECHANICAL PIPING
MP1.02 AREA K LEVEL 2 INTERSTITIAL PLAN - MECHANICAL PIPING
MJ1.01 MECHANICAL DETAILS
MJ1.02 MECHANICAL DETAILS
MJ2.01 MECHANICAL SCHEDULES
MJ2.02 MECHANICAL SCHEDULES
MI2.03 CONTROL POINTS - WARD 2K
MI2.04 CONTROL DIAGRAMS - WARD 2K
PLUMBING
PD1.01 REMOVAL AREA H AND K LEVEL 1 INTERSTITIAL PLAN - SANITARY WASTE
PD1.02 REMOVAL AREA H & K LEVEL 2 PLAN - PLUMBING
PD1.03 REMOVAL AREA H AND K LEVEL 2 INTERSTITIAL PLAN - PLUMBING
PD1.04 REMOVAL AREA K LEVEL 2 INTERSTITIAL PLAN - MEDICAL GAS
PP1.01 AREA K LEVEL 2 PLAN -DOMESTIC WATER AND MEDICAL GAS
PP1.02 AREA H AND K LEVEL 2 INTERSTITIAL PLAN - DOMESTIC WATER
PG1.01 AREA K LEVEL 2 INTERSTITIAL PLAN - MEDICAL GAS PIPING
PG1.02 MEDICAL GAS PIPING RISER DIAGRAM
PP3.01 DOMESTIC WATER RISER DIAGRAMS
PP4.01 PLUMBING DETAILS
PP5.01 PLUMBING SCHEDULES
PL1.01 AREA H AND K LEVEL 1 INTERSTITIAL PLAN - SANITARY WASTE
PL1.02 AREA H AND AREA K LEVEL 2 PLAN - WASTE AND VENT
PL1.03 AREA H AND K LEVEL 2 INTERSTITIAL PLAN - SANITARY VENT
PL2.01 SANITARY WASTE AND VENT RISER DIAGRAMS
ELECTRICAL
E0.01 ELECTRICAL TITLE SHEET
ED1.01 REMOVAL AREA H & K LEVEL 2 PLAN - LIGHTING
ED1.02 REMOVAL AREA H & K LEVEL 2 PLAN - POWER
ED1.03 REMOVAL AREA K LEVEL 2 INTERSTITIAL PLAN
EL1.01 AREA H & K LEVEL 2 PLAN - LIGHTING
EP1.01 AREA H & K LEVEL 2 PLAN - POWER
EY1.01 LUMINAIRE SCHEDULE
EY1.02 ELECTRICAL SCHEDULES
EK1.01 ELECTRICAL DETAILS
100% CONSTRUCTION DOCUMENTS (CD) SUBMITTAL - 03/30/2020
FIRE PROTECTION
FX1.01 AREAS H AND K LEVEL 2 PLAN - FIRE PROTECTION
EQUIPMENT
QH1.00 WARD 2K - OVERALL EQUIPMENT PLAN & SCHEDULE
QH1.01 WARD 2K - ENLARGED EQUIPMENT PLANS
QH1.10 AREA 2H EQUIPMENT PLAN & SCHEDULE
WAYFINDING
AW1.01 WARD 2K - SIGNAGE PLAN AREA A
AW1.02 WARD 2K - SIGNAGE PLAN AREA B
AW1.03 AREA 2H - SIGNAGE PLAN
LAMINATED PLASTICL.P.
CONT. CONTINUOUS
CONTRACTORCONTR.
COORDINATECOOR.
CORRIDORCORR.
CLEAN OUT TO GRADEC.O.T.G.
CARPETCP.
CLOSET RODC.R.
CONCRETE RUBBLEC.R.M.
CERAMIC TILEC.T.
CENTERCTR.
COUNTERSUNKCTSK.
CUSTOMCUST.
COLD WATERC.W.
COLD WATER RETURNC.W.R.
PENNY (NAILS)d
DEEP/DEPTH/DRYERD.
DOUBLE ACTINGD.A.
DOUBLEDBL.
DECK DRAIND.D.
DEPARTMENTDEPT.
DETAILDET.
DRINKING FOUNTAIND.F.
DIAMETERDIA.
DIAGONALDIAG.
DIMENSIONDIM.
DISPENSERDISP.
DOWNDN.
DOOR OPENINGD.O.
DEMOUNTABLE PARTITIOND.PTN.
DOORDR.
DOWNSPOUTDS.
DRY STANDPIPED.SP.
DISHWASHERDW.
DRAWINGDWG.
DRAWERDWR.
EASTE.
EACHEA.
EXHAUST AIR REGISTERE.A.R.
ELASTOMERIC COATING/E.C.
EXPOSED CONSTRUCTION
EXHAUST FANE.F.
EXTERIOR FINISH SYSTEME.F.S.
EXTERIOR GYPSUME.G.C.B.
CEILING BOARD
EXTERIOR GYPSUME.G.S.B.
SHEATHING BOARD
MASONRY
EXTERIOR INSULATIONE.I.F.S.
& FINISH SYSTEM
EXPANSION JOINTE.J.
ELEVATIONEL.
ELASTOMERICELAS.
ELECTRICALELEC.
ELEVATORELEV.
EMERGENCYEMER.
ENCLOSUREENCL.
EDGE OF SLABE.O.S.
ELECTRIC PANELE.P.
EQUALEQ.
EQUIPMENTEQPT.
EACH WAYE.W.
ELECTRIC WATER COOLERE.W.C.
EXHAUSTEXH.
EXPANSIONEXP.
EXPOSEDEXPO.
EXISTINGEXIST.
EXTERIOREXT.
FEMALEF.
FIRE ALARMF.A.
FABRICATEFAB.
FLUID APPLIED MEMBRANEF.A.M.
FLAT BARF.B.
FLOOR CLEAN OUTF.C.O.
FAN COIL UNITF.C.U.
FLOOR DRAIN/F.D.
FIRE DAMPER
FIRE EXTINGUISHERF.E.
FIRE EXTINGUISHERF.E.C.
CABINET
K.D. KNOCK DOWN
KG. KILOGRAM
KIT. KITCHEN
KM. KILOMETER
K.O. KNOCK-OUT
KW. KILOWATT
L. LENGTH/LONG
LAB. LABORATORY
LAM. LAMINATE/LAMINATED
LAV. LAVATORY
LB. POUND
L.F. LINEAL FOOT
LIQ. LIQUOR
LKR. LOCKER
LOC. LOCATION
LTG. LIGHTING
LVR. LOUVER
M. MALE
MAT'L. MATERIAL
MAX. MAXIMUM
M.B. MACHINE BOLT
M.C. MEDICINE CABINET
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFR. MANUFACTURER
MH. MANHOLE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
MLDG. MOULDING
MM. MILLIMETER
M.O. MASONRY OPENING
MOD. MODULAR
M.R. MOISTURE RESISTANT
MTD. MOUNTED
MTG. MOUNTING
N. NORTH
N.I.C. NOT IN CONTRACT
N.L. NIGHT LIGHT
NO. NUMBER
NOM. NOMINAL
N.S. NO SCALE
N.T.S. NOT TO SCALE
O. OVER
O.C. ON CENTER
OA. OVERALL
O.A.G. OUTSIDE AIR GRILLE
OBS. OBSCURE
O.D. OUTSIDE DIAMETER
(DIMENSION)
O.F./C.I. OWNER FURNISHED/
CONTRACTOR INSTALLED
OFD. OVERFLOW DRAIN
OFF. OFFICE
O.F./O.I. OWNER FURNISHED/
OWNER INSTALLED
OPNG. OPENING
OPP. OPPOSITE
OPQ. OPAQUE
OPR. OPERABLE
OVHD. OVERHEAD
PASSAGEPASS.
POST CONTRACTP.C.
POST CONTRACTP.C.A.
ARCHITECTURAL
PLANTER DRAINP.D.
PERIMETERPERIM.
PERPENDICULARPERP.
PENTHOUSEPH.
POURED-IN-PLACEP.I.P.
STORAGESTOR.
STRUCTURE/STRUCTURALSTRUCT.
SURROUNDSURR.
SUSPEND/SUSPENDEDSUSP.
SERVICESVC.
SWITCHSW.
SYMETRICALSYM.
SYSTEMSYS.
TREADT.
TONGUE AND GROOVET&G
TUB/SHOWERT./S.
TACKBOARDTACKBD.
TOWEL BART.B.
TRENCH DRAINT.D.
TELEPHONETEL.
TEMPERED/TEMPORARYTEMP.
TERRAZZOTER.
TRANSFORMERTFMR.
THICK/THICKNESSTHK.
THRESHOLDTHR.
TOILETTLT.
TOP OF ...T.O.
TOP OF CURBT.O.C.
TOP OF FLOORT.O.F.
TOP OF PARAPET/T.O.P.
TOP OF PAVEMENT
TOP OF STEEL/T.O.S.
TOP OF SLAB
TOP OF WALLT.O.W.
TELEPHONE POWERT.P.B.
BOARD
TOILET PAPER DISPENSERT.P.D.
TOILET PAPER HOLDERT.P.H.
TRANSITIONTRAN.
TRANSPARENTTRANS.
TUBE STEELT.S.
TOILET SEATT.S.C.D.
COVER DISPENSER
TOWEL SHELFT.SH.
TELEVISIONTV.
TYPICALTYP.
UNDERCUTUC.
UNDERWRITERSU.L.
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PIECEPC.
UNFINISHEDUNF.
U.N.O. UNLESS NOTED OTHERWISE
U.P. UPHOLSTERED PANELS
UR. URINAL
VAL. VALANCE
VAR. VARIES
V.C.T. VINYL COMPOSITION TILE
VERT. VERTICAL
VEST. VESTIBULE
VLV. VALVE
VOL. VOLUME
V.P. VENEER PLASTER
V.T.R. VENT THROUGH ROOF
W. WEST/WIDTH/WIDE/WASHER
W/ WITH
W/O WITHOUT
W.C. WATER CLOSET
WC. WALLCOVERING
WD. WOOD
WD.P. WOOD PANELING
WDW. WINDOW
W.GL. WIRE GLASS
W.H. WATER HEATER
WARNOCK HERSEY
W.O. WHERE OCCURS/
WINDOW OPENING
WP. WATERPROOF
WP.M. WATERPROOF MEMBRANE
W.S. WOOD SCREWS
W.R. WATER RESISTANT
WRB. WARDROBE
WSCT. WAINSCOT
W.S.P. WET STAND PIPE
WT. WEIGHT
W.W.F. WELDED WIRE FABRIC
PLATE
PLASTER
PLASTIC LAMINATE
PLUMBING
PLYWOOD
PANEL
PRECAST
PAIR
PROPERTY
PREFABRICATED
PREPARATION
PRESSURE REDUCING
BACK FLOW PREVENTER
FOOT
PAINT/POINT
& RECEPTACLE
PARTITION
PAPER TOWEL
RECEPTACLE
QUARRY TILE
PRESSURE RELIEF VALVE
POUNDS PER SQUARE
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER
POLY VINYL CHLORIDE
PL.
PLAM.
PLAS.
PLBG.
PLYWD.
PROP.
PNL.
PR.
P.R.B.P.
PRCST.
PREFAB.
PREP.
& EQUIPMENT
FLAT HEAD
FINISH
FOLDING
FIXTURE
FLOOR
FEMININE NAPKIN
FLASHING
FLOORING
FLUORESCENT
FURNITURE, FIXTURE
FINISH FLOOR SEPARATION
FIRE HOSE CABINET
P.R.V.
P.S.F.
PT.
P.T.D.
P.T.D.R.
PTN.
P.T.R.
PVC
Q.T.
VENDOR
FOUNDATION
DISPOSAL
FEMININE NAPKIN
FACE OF ...
FACE OF FINISH
FRAME
GYPSUM
FACE OF SLAB/
FACE OF STUD
FACE OF WALL
FIBERGLASS REINFORCED
FACE OF CONCRETE
FACE OF MASONRY
FIBER REINFORCED
F.F.&E.
F.F.S.
F.H.
F.H.C.
F.N.D.
FIN.
FIXT.
FLASH.
FLDG.
FLG.
FLR.
FLUOR.
AT
AND
CENTERLINE
DIAMETER/ROUND
EXISTING
ABOVE
POUND/NUMBER
PLUS OR MINUS
ANCHOR BOLT
PROPERTY LINE
SQUARE
AIR CONDITIONING
FND.
F.N.V.
F.O.
F.O.C.
F.O.F.
F.R.P.
F.O.M.
F.O.S.
F.O.W.
FR.
F.R.G.
ACCESSIBLE
ACOUSTICAL
AREA DRAIN
ACCESS DOOR
ADDENDUM
ADJUSTABLE
ANGLE
ADJACENT
ACCESS FLOOR
AGGREGATE
ALUMINUM
ASPHALTIC CONCRETE
ABOVE FINISH FLOOR
AIR HANDLING UNIT
ALTER OR ALTERNATE
(E)
ABV.
A/C A.B.
PL
SQ
A.C.
ACC.
ACOUS.
A.D.
ADD.
ADJ.
ANG.
ADJA.
A.F.
A.F.F.
AGGR.
A.H.U.
ALUM.
ALT.
ROOFING
RAILING
ROOM
RECESSED WASTE
REGISTER
ROUND HEAD
ROUGH OPENING
SOUTH
RECEPTACLE
REDWOOD
SINGLE ACTING
SOLID CORE
RESILIENT FLOORING
RAIN WATER LEADER
POLYESTER
FIRE RETARDANT
TREATED WOOD
FREEZER
FOOT/FEET
FOOTING
FUTURE
GAGE
GALLON
FURRING/FURRED
GAS (PIPE)
FLOOR SINK/FULL SIZE
FACIAL TISSUE DISPENSER
R.F.
R.W.R.
RFG.
RGTR.
R.H.
RLG.
RM.
R.O.
RWD.
R.W.L.
S.
S.A.
S.C.
GLASS
GALVANIZED
GRAB BAR
GENERATOR
GROUND FAULT
INTERCEPTOR
GLASS FIBER
GROUND
GYPSUM
REINFORCED CONCRETE
GLUED LAMINATED WOOD
GALLONS PER HOUR
GYPSUM SHEATHING
BOARD
SCUPPER
SECTION
SCALE
SCHEDULE
SMOKE DETECTOR
SQUARE FEET
SEALANT
SHELF
SHOWER
SHEET
SIMILAR
SLOPE
SLIDING
SHEATHING
SHOWER CURTAIN ROD
SQUARE METER
SEWER MANHOLE
SANITARY NAPKIN
DISPENSER
SANITARY NAPKIN
RECEPTACLE
SOLID PLASTIC
SQUARE
STONE
SPECIFICATIONS
SPEAKER
SPRINKLER
SERVICE SINK
STAINLESS STEEL
SCHED.
SCP.
S.C.R.
S.D.
SECT.
S.F.
SC.
SLNT.
SH.
SHR.
SHT.
SHTG.
SIM.
SL.
SLDG.
HEAD
HEIGHT/HIGH
HOSE BIB
HOLLOW CORE
HANDICAPPED
HARDWOOD
HARDWARE
HOUR
HEIGHT
HEATER
HOLLOW METAL
HORIZONTAL
HAND SINK
AND AIR CONDITIONING
HEATING, VENTILATION
S.M.
S.MH.
S.N.D.
S.N.R.
S.P.
SPEC.
SPKR.
SPRK.
SQ.
S.SK.
S.STL.
ST.
INCH
HOT WATER
INSIDE DIAMETER
(DIMENSION)
INVERT
JANITOR
INCLUDING
INSULATION
INTERIOR
JALOUSIE
HOT WATER RETURN
INCLUDED/INCLUSIVE/
F.R.T.
FRZ.
F.S.
F.T.D.
FT.
FTG.
FURR.
FUT.
G.
GA.
GAL.
ANODIZED
ACCESS PANEL
APPROXIMATE
ARCHITECTURAL
ACOUSTIC TILE
ARCHITECTURAL
BOARD
BLOCK
BITUMINOUS
BUILDING
BLOCKING
WOODWORK
ASPHALT (PAVING)
GALV.
GL.
G.B.
GEN.
G.F.I.
G.F.R.C.
GND.
G.P.H.
G.S.B.
GYP.
BEAM
BASEMENT
BACK OF HOUSE
BOTTOM
BEDROOM
BEARING
BRACKET
BOTH SIDES
BETWEEN
CABINET
CATCH BASIN
CEMENTITIOUS
BUILT-UP ROOFING
CHORD/COMPACT
ANOD.
A.P.
ARCH.
ASPH.
A.T.
A.W.
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BSMT.
B.O.H.
BOT.
BR.
BRG.
BRKT.
B.S.
BTWN.
B.U.R.
C
CAB.
C.B.
C.B.B.
APPROX.
H.
H.B.
H.C.
HCP.
HD.
HDWD.
HDWE.
H.M.
HORIZ.
HR.
H.S.
HT.
HTR.
H.V.A.C.
CEILING DIFFUSER
BACKER BOARD
CLOSED CIRCUIT
TELEVISION
CEMENT
CERAMIC
CAST-IN-PLACE
CORNER GUARD
CHANNEL
CAST IRON
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CUBIC FEET PER MINUTE
CHILLED WATER RETURN
CHILLED WATER SUPPLY
H.W.
H.W.R.
I.D.
IN.
INCL.
INSUL.
INT.
INV.
JAL.
JAN.
CLEAR
CIRCULATING
CONTROL JOINT
CEILING
CLOSET
CENTIMETER
COUNTER
COLUMN
COMMUNICTATION
COMPARTMENT
CONCRETE
CONCRETE MASONRY UNIT
CLEANOUT/CASED OPENING
/CONCRETE OPENING
C.C.T.V.
C.D.
CEM.
CER.
C.F./C.I.
C.I.P.
C.F.M.
C.G.
CHAN.
CH.W.R.
CH.W.S.
C.I.
CIRC.
C.J.
CLNG.
CLO.
CLR.
CM.
C.M.U.
CNTR.
C.O.
COL.
COMM.
COMP.
CONC.
GLU-LAM
STATION
STEEL
STANDARD
STA.
STD.
STL.
JOIST
JOINT
JUNCTION BOXJ.B.
JST.
JT.
CONDITION
CONNECTION
CONSTRUCTION
COND.
CONN.
CONSTR.
ANGLEL
RISERR.
RADIUS
RESILIENT BASE
ROOF DRAIN
REINFORCING BAR
REFERENCE/REFER
ROBE HOOK
REFLECTOR
REFRIGERATOR
REQUIRED
RESILIENT
RESTROOM
REVISED/REVISION
REFLECTED CEILING PLAN
REINFORCED/REINFORCING
RAD.
R.B.
R.C.P.
R.D.
REBAR
REF.
RB.HK.
REFL.
REFR.
REINF.
REQ.
RESIL.
REST.
REV.
RECESSED FIRE EXTINGUISHER CABINETRFEC
CONTRACTING OFFICER'S
REPRESENTATIVE
COR
Ø
CONCRETE
CUT STONE, SAND,
MORTAR, PLASTER
STEEL
ALUMINUM (OMIT IN THIN
MATERIAL)
WOOD, FINISH
WOOD FRAMING THROUGH
MEMBER
WOOD FRAMING
INTERRUPTED MEMBER
GYPSUM BOARD
GLASS
CARPET
CERAMIC TILE, QUARRY TILE,
OR RESILIENT FLOORING
(SHOWN PROFILE ONLY)
BATT INSULATION
NEW DOOR REPRESENTATION
NEW DOOR TAG
EXISTING DOOR REPRESENTATION
DEMO DOOR REPRESENTATION
WINDOW REPRESENTATION
WINDOW TAG
LOUVER REPRESENTATION
LOUVER TAG
NEW METAL STUD PARTITION
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
DIMENSION TO FACE OF WALL OR PARTITION U.N.O.
INTERNATIONAL SYMBOL: FIXTURE OR
SPACE DESIGNED ACCESSIBLE
(FOW)
A101
SIM
A101
SIM
A101
SIM
A101
SIM
A
Ref
ROOM NAME
150 SF
LEVEL 1
100'-0"
M1
1A
XXXX
1t
RFI #
EXTERIOR ELEVATION NUMBER
EXTERIOR ELEVATION SHEET
CALLOUT NUMBER
CALLOUT SHEET
REVISION CLOUD
REVISION NUMBER
INTERIOR ELEVATION SHEET
ROOM AREA
ROOM NUMBER
ROOM NAME
INTERIOR ELEVATION NUMBER
LEVEL NAME
ELEVATION
WINDOW TAG
DOOR TAG
WALL TAG
SPECIAL EQUIPMENT TAG
FINISH TAG
DETAIL NUMBER
DETAIL SHEET
BUILDING SECTION NUMBER
BUILDING SECTION SHEET
A101
SIM
WALL SECTION NUMBER
WALL SECTION SHEET
A101
SIM
1 PLAN KEYNOTE
MATCHLINE
XX-X
R on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot
REVISIONS DATE
G E
N E
R A
L N
O T
E S
GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED
BY THE VARIOUS SUBCONTRACTORS.
Approved: Division Chief
Date Checked Drawn
DRAWING NO.
Building Number
USACE Contract No.
Drawing Title Project Title
Location
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY REGISTERED
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
REGISTRATION NUMBER:
Office of Facilities
Management Drawing Scale
Approved: Service DirectorPlot Scale
CONSTRUCT SPECIALTY
CARE INPATIENT WARD 2K
AND HOSPITAL AREA 2H TRUE NORTH
PLAN NORTH
3535 Vadnais Center Drive Saint Paul, MN 55110 | 651.490.2000
ARCHITECT
180 5th Street East Suite 700 Saint Paul, MN 55101
As indicated
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\A u to d e s k \M y P ro je c ts
\B L D
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03/30/2020 PAR BGW
W912ES19D0003
1368 - GI0.02
GENERAL INFORMATION
V.A. MEDICAL CENTER
ONE VETERANS DRIVE MINNEAPOLIS, MN 55417
16354
PAUL A. RAGOZZINO
100% CD SUBMITTAL 03/30/2020
ABBREVIATIONS MATERIAL SYMBOLS CALLOUT SYMBOLS
OPENING SYMBOLS GENERAL SYMBOLS
GENERAL NOTES CONTACTS
A. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
APPLICABLE CODES AND REGULATIONS. REFER TO SHEET GI0.04.
B. CONTRACTOR SHALL COMPLY WITH OWNER'S INFECTION CONTROL & LIFE SAFETY
MEASURES DURING RENOVATION AND CONSTRUCTION.
C. CONTRACTOR SHALL COMPLY WITH OWNER'S "SAFETY MANAGEMENT POLICIES".
D. CONTRACTOR SHALL VISIT THE SITE AND APPRAISE THEMSELF OF EXISTING
CONDITIONS AND SEQUENCES FOR INSTALLATION.
E. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND
SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES
OCCUR.
F. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY
ONE DRAWING. CONTRACTOR SHALL BE RESPONSIBLE FOR ENTIRE SET OF
DOCUMENTS. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON
DRAWINGS.
G. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE
CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC
DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE
ARCHITECT PRIOR TO PROCEEDING WITH WORK.
H. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE
AREAS, AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR
CONSTRUCTION TO ACCUMULATE.
I. PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE
WORK PERFORMED BY OTHERS TO WHICH HIS OR HER WORK ADJOINS OR IS APPLIED,
AND REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY
ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL
INDICATE ACCEPTANCE OF CONDITIONS.
J. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION
DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE,
TIGHT, AND FIT FOR IMMEDIATE OCCUPANCY.
K. THE FOLLOWING ABBREVIATIONS INDICATE RESPONSIBLE ENTITY:
1. VV - ITEM SUPPLIED BY VA AND INSTALLED BY VA
2. VC - ITEM SUPPLIED BY VA AND INSTALLED BY CONTRACTOR
3. CC - ITEM SUPPLIED BY CONTRACTOR AND INSTALLED BY CONTRACTOR
OWNER
U.S. DEPARTMENT OF VETERANS AFFAIRS
ONE VETERANS DRIVE
MINNEAPLOIS, MN 55417
CONTACT: BOB MALECHA
CHEIF PROJECT SECTION ENGINEERING SERVICE
ONE VETERANS DRIVE
ROOM # BR-142
MINNEAPOLIS, MN 55417
PHONE: 612.910.1779
E-MAIL: ROBERT.MALECHA@VA.GOV
CONSTRUCTION MANAGER
UNITED STATES ARMY CORPS OF ENGINEERS - ST. PAUL
180 5TH STREET EAST SUITE 700
ST. PAUL, MN 55101-1678
CONTACT: CLAYTON TALLMAN, PMP
PROJECT MANAGER
PHONE: 651.290.5030
MOBILE: 651.249.5243
EMAIL: CLAYTON.E.TALLMAN@USACE.ARMY.MIL
AE CONSULTANT
SHORT ELLIOTT HENDRICKSON - HIMALAYAN CONSULTANTS JV LLC (CEMVP)
W156N11357 PILGRIM RD
GERMANTOWN, WI 53022
CONTACT: GOPAL ADHIKARY
PHONE: 262.502.0066
EMAIL: GADHIKARY@HIMALAYANLLC.COM
ARCHITECT
SEH, INC.
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110-3507
CONTACT: PAUL RAGOZZINO
PROJECT ARCHITECT
PHONE: 651.318.0353
MOBILE: 612.310.7868
FAX: 888.908.8166
EMAIL: PRAGOZZINO@SEHINC.COM
MECHANICAL ENGINEER
SEH, INC.
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110-3507
CONTACT: GEORGE STRAND
PHONE: 651.765.2906
FAX: 888.908.8166
EMAIL: GSTRAND@SEHINC.COM
ELECTRICAL ENGINEER
SEH, INC.
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110-3507
CONTACT: BRUCE MCNEIL
PHONE: 651.256.0425
MOBILE: 952.454.6429
FAX: 888.908.8166
EMAIL: BMCNEIL@SEHINC.COM
LOW VOLTAGE DESIGNER
IP DESIGN GROUP
1201 CASS STREET
OMAHA, NEBRASKA 68102
CONTACT: ANDREW HANRATH
OFFICE: 402.346.7007
DIRECT: 402.233.7548
MOBILE: 402.218.3768
EMAIL: AHANRATH@IPDESIGNGROUP.COM
STRUCTURAL ENGINEER
SEH, INC.
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110-3507
CONTACT: JASON BURNS
PHONE: 651.414.5188
MOBILE: 612.310.7868
FAX: 888.908.8166
EMAIL: JBURNS@SEHINC.COM
CONSTRUCTION COST ESTIMATING
PPM, INC.
1858 EAST SHORE DRIVE
ST. PAUL, MN 55109
CONTACT: COLE HOLMBERG
PHONE: 612.807.3584
EMAIL: COLEPPM@GMAIL.COM
CONTACT: SHEA COLBY
CONTRACTING OFFICER
316 ROBERT STREET NORTH SUITE 506
OFFICE #504
SAINT PAUL, MN 55101
PHONE: 651.293.3017
FAX: 651.293.3060
E-MAIL: SHEA.COLBY@VA.GOV
SEH, INC.
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110-3507
CONTACT: SCOTT BLANK
PROJECT MANAGER
PHONE: 651.490.2009
MOBILE: 952.715.7560
FAX: 888.908.8166
EMAIL: SBLANK@SEHINC.COM
e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot
REVISIONS DATE
G E
N E
R A
L N
O T
E S
GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED
BY THE VARIOUS SUBCONTRACTORS.
Approved: Division Chief
Date Checked Drawn
DRAWING NO.
Building Number
USACE Contract No.
Drawing Title Project Title
Location
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY REGISTERED
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
REGISTRATION NUMBER:
Office of Facilities
Management Drawing Scale
Approved: Service DirectorPlot Scale
CONSTRUCT SPECIALTY
CARE INPATIENT WARD 2K
AND HOSPITAL AREA 2H TRUE NORTH
PLAN NORTH
3535 Vadnais Center Drive Saint Paul, MN 55110 | 651.490.2000
ARCHITECT
180 5th Street East Suite 700 Saint Paul, MN 55101
C
U se rs \b w ils o n \D o c u m e n ts
\V A
M e d ic a l C e n te r\ W o rk in g M o d e ls
\B L D
G
L e v e l W a rd
K
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/3
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P
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03/30/2020 JM/PAR BGW
W912ES19D0003
1368 - GI0.04
CODE REVIEW
V.A. MEDICAL CENTER
ONE VETERANS DRIVE MINNEAPOLIS, MN 55417
16354
PAUL A. RAGOZZINO
100% CD SUBMITTAL 03/30/2020
IV. NFPA 101 CHAPTER 8 – Features of Fire Protection A. Construction and Compartmentation
1. Buildings or structures occupied or used in accordance with the individual occupancy chapters, shall meet the minimum construction requirements of those chapters.
(Reference NFPA 101 - Section 8.2.1.1)
2. NFPA 220 shall be used to determine the requirements for the construction classification (Reference NFPA 101 - Section 8.2.1.2)
B. Fire Barriers
1. Fire barriers are continuous from outside wall to outside wall or from one fire barrier to another, or a combination thereof, including continuity through all concealed spaces, such as those found above a ceiling, including interstitial spaces and/or from the floor to the bottom of the interstitial space, provided that the construction assembly forming the bottom of the interstitial space has a fire resistance rating not less than that of the fire barrier. (Reference NFPA 101 - Section 8.3.1.2)
2. The fire rating for opening protectives in fire barriers, fire-rated smoke barriers, and fire-rated smoke partitions shall be in accordance with Table 8.3.3.2.2.
(Reference NFPA 101 - Section 8.3.3.2.2)
a) 1 Hour Exit Access Corridors – 20 minute door
b) 1 Hour Fire Barrier – 45 minute door
c) 2 hour Fire Barrier – 90 minute door
C. Smoke Barrier
1. Smoke barriers shall be continuous from an outside wall to an outside wall, from a floor to a floor, or from a smoke barrier to a smoke barrier, or by use of a combination thereof.
(Reference NFPA 101 - Section 8.5.2.1)
2. Smoke barriers shall be continuous through all concealed spaces, such as those found above a ceiling, including interstitial spaces. (Reference NFPA 101 - Section 8.5.2.2)
3. A fire barrier shall be permitted to be used as a smoke barrier, provided that it meets the requirements of Section 8.5. (Reference NFPA 101 - Section 8.5.3)
V. NFPA 101 CHAPTER 9 – Building Service and Fire Protection Equipment A. Utilities
1. Equipment using gas and related gas piping shall be in accordance with NFPA 54 or NFPA 58 unless such installations are approved existing installations, which shall be permitted to be continued in service. (Reference NFPA 101 - Section 9.1.1).
2. Electrical wiring and equipment shall be in accordance with NFPA 70 unless such installations are approved existing installations, which shall be permitted to be continued in service. (Reference NFPA 101 - Section 9.1.2).
B. Heating, Ventilating, and Air Conditioning.
1. Air-conditioning, heating, ventilating ductwork, and related equipment shall be in accordance with NFPA 90A or NFPA 90B, as applicable, unless such installations are approved existing installations, which shall be permitted to be continued in service.
(Reference NFPA 101 - Section 9.2.1)
C. Fire Detection, Alarm and Communication Systems
1. Fire alarm systems required by this Code shall be installed, tested, and maintained in accordance with the applicable requirements of NFPA 70 and NFPA 72 unless it is an approved existing installation, which shall be permitted to be continued in use.
(Reference NFPA 101 - Section 9.6.1.3)
D. Automatic Sprinklers
1. Each automatic sprinkler system required by another section of this Code shall be in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems.
(Reference NFPA 101 - Section 9.7.1)
E. Portable Fire Extinguishers
1. Where required by another section of this Code, portable fire extinguishers shall be selected, installed, inspected, and maintained in accordance with NFPA 10.
(Reference NFPA 101 - Section 9.9)
F. Carbon Monoxide (CO) Detection and Warning Equipment.
1. Where required by another section of this Code, carbon monoxide (CO) detection and warning equipment shall be provided in accordance with NFPA 720.
(Reference NFPA 101 - Section 9.12)
VI. NFPA 101 CHAPTER 10 – Interior Finish, Contents, and Furnishings A. Interior Finish
1. Interior Wall and Ceiling Finish Materials Tested in Accordance with ASTM E84 or ANSI/UL 723. Interior wall and ceiling finish materials shall be classified in accordance with ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials, or ANSI/UL 723, Standard Test Method for Surface Burning Characteristics of Building Materials and shall be grouped in the following classes in accordance with their flame spread and smoke developed indexes. (Reference NFPA 101 - Section 10.2.3.3)
a) Class A: Flame spread index 0–25; smoke developed index 0–450.
b) Class B: Flame spread index 26–75; smoke developed index 0–450.
c) Class C: Flame spread index 76–200; smoke developed index 0–450
2. Interior Floor Finish Testing and Classification (Reference NFPA 101 - Section 10.2.7)
a) Carpet and carpet-like interior floor finishes shall comply with ASTM D2859, Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials.
b) Interior floor finishes shall be classified in accordance with 10.2.7.4, based on test results from NFPA 253 or ASTM E648, Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
a. Class I interior floor finish shall have a critical radiant flux of not less than
0.45 W/cm2.
b. Class II interior floor finish shall have a critical radiant flux of not less than
0.22 W/cm2, but less than 0.45 W/cm2.
B. Contents and Furnishings
1. Draperies, curtains, and other similar loosely hanging furnishings and decorations shall meet the fame propagation performance criteria contained in Test Method 1 or Test Method 2, as appropriate, of NFPA 701. (Reference NFPA 101 - Section 10.3.1)
2. Newly introduced upholstered furniture, shall be resistant to a cigarette ignition (i.e., smoldering) in accordance with the requirements for Class I when tested in accordance with NFPA 260 or have a char length not exceeding 11∕2 in. when tested in accordance with NFPA 261. (Reference NFPA 101 - Section 10.3.2.1)
3. Newly introduced mattress shall have a char length not exceeding 11∕2 in. when tested in accordance with 16 CFR 1632, “Standard for the Flammability of Mattresses and Mattress Pads”. (Reference NFPA 101 - Section 10.3.2.2)
VII. NFPA 101 CHAPTER 12 – New Assembly Occupancies A. General
1. Construction Type Limitations (Reference NFPA 101 – Table 12.1.6)
a) Construction Type I (332) – Sprinklered
a. Permitted for assembly of any occupancy
B. Means of Egress Requirements
1. Minimum Corridor Width - The width of any exit access corridor serving 50 or more persons shall be not less than 44 in. (Reference NFPA 101 – Section 12.2.3.8)
2. A common path of travel shall be permitted for the first 20 ft from any point where the common path serves any number of occupants, and for the first 75 ft from any point where the common path serves not more than 50 occupants. (Reference NFPA 101 – Section 12.2.5.1.2)
3. The travel distance shall not exceed 250 ft in assembly occupancies protected throughout by an approved, supervised automatic sprinkler system. (Reference NFPA 101 – Section 12.2.6.2)
C. Protection
1. Interior Wall and Ceiling Finish (Reference NFPA 101 – Section 12.3.3)
a) Rooms – Class A, B or C (occupant load under 300)
b) Corridors and Lobbies – Class A or B
c) Enclosed Stairways – Class A
2. Interior Floor Finish
a) Interior floor finish in exit enclosures and exit access corridors and in spaces not separated from them by walls complying with 12.3.6 shall be not less than Class II. (Reference NFPA 101 – Section 12.3.3.5.2)
3. Detection, Alarm, and Communications Systems
a) Assembly occupancies that are a part of a multiple occupancy protected as a mixed occupancy shall be permitted to be served by a common fire alarm system, provided that the individual requirements of each occupancy are met.
(Reference NFPA 101 – Section 12.3.4.1.2)
b) New assembly occupancies shall be provided with carbon monoxide detection and warning equipment
4. Extinguishment Requirements
a) Any building containing one or more assembly occupancies where the aggregate occupant load of the assembly occupancies exceeds 300 shall be protected by an approved, supervised automatic sprinkler system.
(Reference NFPA 101 – Section 12.3.5.2)
a. Existing building is sprinklered throughout.
5. Corridors
a) Corridor and lobby protection shall not be required in buildings protected throughout by an approved, supervised automatic sprinkler system.
(Reference NFPA 101 – Section 12.3.6)
VIII. NFPA 101 CHAPTER 18 – New Health Care Occupancies A. General
1. All health care facilities shall be designed, constructed, maintained, and operated to minimize the possibility of a fire emergency requiring the evacuation of occupants.
(Reference NFPA 101 – Section 18.1.1.3.1)
2. Rehabilitation
a) A major rehabilitation shall involve the modification of more than 50%, or more than 4,500 sf of area of the smoke compartment.
3. Construction Type Limitations (Reference NFPA 101 – Table 18.1.6.1)
a) Construction Type I (332) – Sprinklered
a. Permitted all stories
B. Means of Egress Requirements
1. Aisles, corridors, and ramps required for exit access in a hospital or nursing home shall be not less than 8 ft in clear and unobstructed width, unless otherwise permitted by one of the following: (Reference NFPA 101 – Section 18.2.3.4)
a) Aisles, corridors, and ramps in adjunct areas not intended for the housing, treatment, or use of inpatients shall be not less than 44 in. in clear and unobstructed width.
b) Projections from the corridor wall shall be permitted by one of the following:
a. Noncontinuous projections not more than 4 in. from the corridor wall, positioned not less than 38 in. above the floor, shall be permitted.
b. Noncontinuous projections of more than 4 in. but not more than 6 in. from the corridor wall shall be permitted provided that both of the following are met:
(a) The projecting item is positioned not less than 38 in. (965 mm) above the floor.
(b) A vertical extension is provided below the projection such that the extension has a leading edge that is within 4 in. of the leading edge of the projection at a point that is 27 in. maximum above the floor.
2. The minimum clear width for doors in the means of egress from sleeping rooms;
diagnostic and treatment areas, such as x-ray, surgery, or physical therapy; and nursery rooms shall be 41-1/2” in. (Reference NFPA 101 – Section 18.2.3.6)
3. Doors that are located so as not to be subject to use by any health care occupant shall be not less than 32 in. in clear width. (Reference NFPA 101 – Section 18.2.3.7(1))
4. Doors in exit stair enclosures shall be not less than 32 in.in clear width.
(Reference NFPA 101 – Section 18.2.3.7(2))
5. Where a pair of doors is provided, all of the following criteria shall be met:
(Reference NFPA 101 – Section 18.2.3.7(4))
a) Not less than one of the doors shall provide not less than a 32 in. clear width opening.
b) A rabbet, bevel, or astragal shall be provided at the meeting edge.
c) The inactive door leaf shall have an automatic flush bolt to provide positive latching
6. Not less than 2 exits shall be provided on every story.
(Reference NFPA 101 – Section 18.2.4.2)
7. Not less than two separate shall be accessible from every part of every story.
(Reference NFPA 101 – Section 18.2.4.3)
8. Dead-end corridors shall not exceed 30 ft. (Reference NFPA 101 – Section 18.2.5.2)
9. Common path of travel shall not exceed 100 feet. (Reference NFPA 101 – Section
18.2.5.3)
10. Travel distance between any point in a room and an exit shall not exceed 200 feet.
(Reference NFPA 101 – Section 18.2.6.1)
11. The travel distance between any point in a healthcare sleeping room and an exit access door in that room shall not exceed 50 ft. (Reference NFPA 101 – Section 18.2.6.2.3)
C. Protection
1. The following areas shall be considered hazardous areas and shall be protected by fire barriers having a minimum 1-hour fire resistance rating in accordance with Section 8.3.
(Reference NFPA 101 – Section 18.3.2.1.2)
a) Rooms with soiled linen in volume exceeding 64 gal
b) Storage rooms larger than 100 ft2 and storing combustible material
2. Interior Wall and Ceiling Finish (Reference NFPA 101 – Section 18.3.3.3)
a) Rooms – Class A
b) Rooms (capacity not exceeding 4) – Class A or Class B
c) Corridors wall not exceeding 48 in. – Class A or B
3. Interior Floor Finish
a) Interior floor finish in exit enclosures and exit access corridors and spaces not separated from them by walls shall be Class I or Class II.
(Reference NFPA 101 – Section 18.3.3.3.2)
4. Detection, Alarm, and Communications Systems
a) Health care occupancies shall be provided with a fire alarm system.
(Reference NFPA 101 – Section 18.3.4.1)
5. Extinguishment Requirements
a) Buildings containing health care occupancies shall be protected throughout by an approved, supervised automatic sprinkler system.
(Reference NFPA 101 – Section 18.3.5.1)
a. Existing building is sprinklered throughout.
6. Corridors
a) Waiting areas shall be permitted to be open to the corridor, provided that all of the following criteria are met: (Reference NFPA 101 – Section 18.3.6.1)
a. The aggregate waiting area in each smoke compartment does not exceed
600 sq. ft.
b. Each area is protected by an electrically supervised automatic smoke detection system in accordance with 18.3.4, or each area is arranged and located to allow direct supervision by the facility staff from a nursing station or similar space.
c. The area does not obstruct access to required exits.
b) No fire resistance rating shall be required for corridor walls.
(Reference NFPA 101 – Section 18.3.6.2.2)
c) Corridor walls shall form a barrier to limit the transfer of smoke.
(Reference NFPA 101 – Section 18.3.6.2.3)
IX. NFPA 101 CHAPTER 38 – New Business Occupancies A. Means of Egress Requirements
1. The clear width of any corridor or passageway serving an occupant load of 50 or more shall be not less than 44 in. (Reference NFPA 101 – Section 38.2.3.2)
2. Exit access, as required by 38.2.4.1(3), shall be permitted to include a single exit access path for the distances permitted as common paths of travel by 38.2.5.3.
(Reference NFPA 101 – Section 38.2.4.2)
3. In buildings protected throughout by an approved, supervised automatic sprinkler system, dead-end corridors shall not exceed 50 ft. (Reference NFPA 101 – Section 38.2.5.2.1)
4. Common path of travel shall not exceed 100 ft in a building protected throughout by an approved, supervised automatic sprinkler system. (Reference NFPA 101 – Section 38.2.5.3.1)
5. Travel distance shall not exceed 300 ft in business occupancies protected throughout by an approved, supervised automatic sprinkler system. (Reference NFPA 101 – Section 38.2.6.3)
B. Protection
1. Interior Wall and Ceiling Finish (Reference NFPA 101 – Section 38.3.3)
a) Exits and Exit Access Corridors – Class A or Class B
b) Other Areas – Class A or Class B or Class C
2. Interior Floor Finish
a) Interior floor finish in exit enclosures shall be Class I or Class II.
(Reference NFPA 101 – Section 38.3.3.3.2)
3. Extinguishment Requirements
a) Portable fire extinguishers shall be provided in every business occupancy in accordance with Section 9.9. (Reference NFPA 101 – Section 38.3.5)
4. Corridors
a) Where access to exits is provided by corridors, such corridors shall be separated from use areas by fire barriers in accordance with Section 8.3 having a minimum 1-hour fire resistance rating, unless one of the following conditions exists:
a. Within buildings protected throughout by an approved, supervised automatic sprinkler system.
X. NFPA 101 CHAPTER 42 – Storage Occupancies
A. General Requirements
1. The requirements of this chapter shall apply to both new and existing storage occupancies.
(Reference NFPA 101 – Section 42.1.1.1)
2. Incidental storage in another occupancy shall not be the basis for overall occupancy classification. (Reference NFPA 101 – Section 42.1.2.2)
3. Contents of storage occupancies shall be classified as ordinary hazard in accordance with Section 6.2. (Reference NFPA 101 – Section 42.1.5.1)
B. Means of Egress Requirements
1. Normally unoccupied utility chases that are secured from unauthorized access and are used exclusively for routing of electrical, mechanical, or plumbing equipment shall not be required to comply with the provisions of Chapter 7. (Reference NFPA 101 – Section 42.2.1.2)
2. The number of means of egress shall comply with any of the following:
a) In ordinary hazard storage occupancies, a single means of egress shall be permitted from any story or section, provided that the exit can be reached within the distance permitted as a common path of travel.
3. In buildings protected throughout by an approved, supervised automatic sprinkler system, dead-end corridors shall not exceed 100 ft. (Reference NFPA 101 – Table 42.2.5)
4. Common path of travel shall not exceed 100 ft in a building protected throughout by an a pproved, supervised automatic sprinkler system. (Reference NFPA 101 – Table 42.2.5)
5. Travel distance shall not exceed 400 ft in business occupancies protected throughout by an approved, supervised automatic sprinkler system. (Reference NFPA 101 – Table 42.2.5)
C. Protection
1. Interior Wall and Ceiling Finish (Reference NFPA 101 – Section 42.3.3)
a) Exits Enclosures – as Class A or Class B
b) Other Areas – Class A or Class B or Class C
2. Interior Floor Finish
a) Interior floor finish in exit enclosures shall be Class I or Class II.
(Reference NFPA 101 – Section 42.3.3.3.1)
3. Detection, Alarm and Communication Systems
a) Storage occupancies with ordinary or high hazard contents not exceeding an aggregate floor area of 100,000 ft2 shall not be required to have a fire alarm system.
(Reference NFPA 101 – Section 42.3.4.1.2)
b) Storage occupancies protected throughout by an approved automatic sprinkler system shall not be required to have a fire alarm system.
(Reference NFPA 101 – Section 42.3.4.1.3)
XI. NFPA 220 – Standard on Types of Building Construction A. Chapter 4 - Types of Construction
1. Existing Type I (332) construction shall be types in which the fire walls, structural elements, walls, arches, floors, and roofs are of approved noncombustible or limited-combustible materials.
(Reference NFPA 220 - Section 4.3.1)
2. Table 4.1.1 Fire Resistance Ratings
a) Exterior Bearing Walls – 3 hours
b) Interior Bearing Walls – 3 hours
c) Columns – 3 hours
d) Beams, Girders, Trusses and Arches – 3 hours
e) Floor Ceiling Assemblies – 2 hours
f) Roof Ceiling Assemblies – 1 hour
g) Interior Nonbearing Walls – 0 hours
h) Exterior Nonbearing Walls – 0 hours
3. Combustible Materials shall be permitted in accordance with the following:
a) Thermal and acoustical insulation, other than foamed plastic, complying with
Section 8.16 of NFPA 5000
b) Interior floor finish and interior finish, trim, and millwork, such as doors, door frames, window sashes, and window frames
c) Light-transmitting plastic complying with Sections 38.11and 48.7 of NFPA 5000
d) Blocking
B. Chapter 5 – Fire Resistance Rating Requirements
1. The fire resistance ratings of structural elements and building assemblies shall be determined in accordance with Section 8.2.3 in NFPA 101. (Reference NFPA 220 - Section 5.1.1)
Referenced Codes Department of Veterans Affairs – VA Office of Construction and Facility Management (CFM)
PG 18-3 – Design and Construction Procedures
• 2018 NFPA 101
• 2018 International Building Code (IBC)
• NFPA National Fire Codes (except NFPA 5000 and NFPA 900) (current editions)
• OSHA Standards (current edition)
• Architectural Barriers Act Accessibility Standards (ABAAS)
• PG-18-13 – Barrier Free Design Guide I. NFPA 101 CHAPTER 3 – Definitions
A. Existing Building – A building erected or officially authorized prior to the effective date of this edition of the code by the agency or jurisdiction
II. NFPA 101 CHAPTER 6 – Classification of Occupancy and Hazard of Contents A. Classification of Occupancy
1. Assembly (Reference NFPA 101 - Section 6.1.2)
2. Health Care (Reference NFPA 101 - Section 6.1.5)
3. Business (Reference NFPA 101 - Section 6.1.11)
4. Storage (Reference NFPA 101 - Section 6.1.13)
B. Multiple Occupancies
1. Where incidental to another occupancy, areas used as follows shall be permitted to be considered part of the predominate occupancy and shall be subject to the provisions of the code that apply to the predominate occupancy. (Reference NFPA 101 - Section 6.1.14.1.3)
a. Business use
b. Storage use
2. Separated Occupancy – A multiple occupancy where the occupancies are separated by fire barriers. (Reference NFPA 101 - Section 6.1.14.2.3)
a. Where separated occupancies are provided, each part of the building comprising a distinct occupancy shall be separated from other occupancies by fire barriers, as specified in Table 6.1.14.4.1 (a)(b)
b. The fire resistance rating in Table 6.1.14.4.1 (a)(b) is permitted to be reduced by 1 hour, but not less than 1 hour where building is protected throughout by an approved automatic sprinkler system
1) Health Care – Assembly – 1 hour
2) Heath Care – Business – 1 hour
3) Health Care – Storage – 1 hour
4) Assembly – Business – 1 hour
C. Hazard of Contents
1. Ordinary hazard contents shall be classified as those that are likely to burn with moderate rapidity or to give off a considerable volume of smoke (Reference NFPA 101 - Section 6.2.2.3)
III. NFPA 101 CHAPTER 7 – Means of Egress A. General
1. Exit Access Corridors - Corridors used as exit access and serving an area having an occupant load exceeding 30 shall be separated from other parts of the building by walls having not less than a 1-hour fire resistance rating in accordance with Section 8.3.
(Reference NFPA 101 - Section 7.1.3.1)
2. Exits – Existing to remain (Reference NFPA 101 - Section 7.1.3.2)
3. Interior wall and ceiling finish shall be in accordance with Section 10.2. In exit enclosures, interior wall and ceiling finish materials complying with Section 10.2 shall be Class A or Class B.
(Reference NFPA 101 - Section 7.1.4.1) New interior floor finish in exit enclosures, including stair treads and risers, shall be not less than Class II in accordance with Section 10.2. (Reference NFPA 101 - Section 7.1.4.2)
B. Means of Egress Components
1. Door Width - Door openings in means of egress shall be not less than 32 in. in clear width. (Reference NFPA 101 - Section 7.2.1.2.3.2)
2. Door Leaf Swing Direction - Door leaves required to be of the side-hinged or pivoted-swinging type shall swing in the direction of egress travel where serving a room or area with an occupant load of 50 or more. (Reference NFPA 101 - Section 7.2.1.4.2)
C. Capacity of Means of Egress
1. Occupant Load Factor - The occupant load in any building or portion thereof shall be not less than the number of persons determined by dividing the floor area assigned to that use by the occupant load factor for that use as specified in Table 7.3.1.2. (Reference NFPA 101 - Section 7.3.1.2)
a) See Occupancy Schedule for actual occupant load
2. Table 7.3.1.2 Occupant Load Factor
a) Assembly Use (less concentrated use, without fixed seating) – 15 sf/person net
b) Business Use – 150 sf/person gross
c) Health Care Use (inpatient treatment departments) – 240 sf/person gross
d) Health Care Use (sleeping departments) – 120 sf/person gross
e) Storage Use – N/A (using 300 sf/person per IBC)
3. Egress Capacity Factors (Reference NFPA 101 – Table 7.3.3.1)
a) Heath care, sprinklered
a. Stairways – 0.3 in. per person
b. Level Components and Ramps – 0.2 in per person
D. Number of Means of Egress
1. The number of means of egress from any story, or portion thereof shall be not less than two. (Reference NFPA 101 - Section 7.4.1.1)
2. Each elevator landing and lobby shall have access to at least one exit.
(Reference NFPA 101 - Section 7.4.1.6.1)
E. Arrangement of Means of Egress
1. Corridors shall provide exit access without passing through any intervening rooms other than corridors, lobbies, and other spaces permitted to be open to the corridor, (Reference NFPA 101 - Section 7.5.1.2)
2. In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7, the minimum separation distance between two exits, exit accesses, or exit discharges, measured in a straight line between the nearest edge of the exits, exit accesses, or exit discharges, shall be not less than one-third the length of the maximum overall diagonal dimension of the building or area to be served.
(Reference NFPA 101 - Section 7.5.1.3.3)
3. Accessible means of egress shall not be required in health care occupancies protected throughout by an approved, supervised automatic sprinkler system.
(Reference NFPA 101 - Section 7.5.4.1.3)
F. Measurement of Travel Distance to Exits The travel distance to an exit shall be measured on the floor or other walking surface as follows: (Reference NFPA 101 - Section 7.6.1)
a) Along the centerline of the natural path of travel, starting from the most remote point subject to occupancy.
b) Curving around any corners or obstructions, with a 12 in. clearance therefrom.
c) Terminating at center of doorway or other point at which exit begins.
G. Mechanical Equipment Rooms, Boiler Rooms and Furnace Rooms
1. Mechanical equipment rooms, boiler rooms, furnace rooms, and similar spaces shall be arranged to limit common path of travel to a distance not exceeding 150 ft, in buildings protected throughout by an approved, supervised automatic sprinkler system in existing buildings. (Reference NFPA 101 - Section 7.13.1)
VERTICAL LEVEL CHANGE BEVELED LEVEL CHANGE
NOTE: CHANGES IN LEVEL GREATER THAN
1/2" MAX. IN HEIGHT SHALL BE BEVELED WITH
A SLOPE NOT STEEPER THAN 1:2
1/ 4"
/2
1/ 4"
M A
X
1/ 4"
M A
X
(a) (b)
1/ 2"
M A
X
LIMITS OF PROTRUDING OBJECTS
X
0"
X
7"
4" MAX
OBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
M A
X
M
IN
(b)(a )
M A
X
20" MAX.
M A
X
>20" - 25"
OBSTRUCTED HIGH SIDE REACH
M A
X
M A
X
M
IN
UNOBSTRUCTED SIDE REACH
M A
X
10" MAX
M
IN
(a) (b)
10" MAX
M A
X
>10" - 24"
30" MIN.
"M
IN
M
IN
48"…
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