P01 20200508 IFC Drawings.pdf
PDF 24 MB Posted
- Attached to
- Z1DA--CON Project 667-18-111 Abate Central Chase / Replace Fire Main Federal contract opportunity
- Solicitation number
- 36C25622R0084
About this file
This document provides details on a federal solicitation opportunity and the related technical drawings file. Solicitation number 36C25622R0084 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16 seeks bids for project 667-18-111 to abate the central chase and replace the fire main at Z1DA. The purpose of the project is to solicit bids for abating asbestos in the central chase and replacing the existing fire main. The related file, P01 20200508 IFC Drawings.pdf, contains technical drawings to assist bidders with their responses to the solicitation. Bids are due based on the response date specified in the solicitation document.
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Text version
AREA OF WORK
CENTRAL CHASE
KEY PLAN
N.T.S
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
LAVASTID
A
S T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
COVER SHEET AND INDEX
GI100
ASBESTOS ABATEMENT
HA101 ASBESTOS ABATEMENT SUB-BASEMENT AND BASEMENT
HA102 ASBESTOS ABATEMENT FIRST FLOOR AND SECOND FLOOR
HA103 ASBESTOS ABATEMENT THIRD FLOOR AND FOURTH FLOOR
HA104 ASBESTOS ABATEMENT FIFTH FLOOR AND SIXTH FLOOR
HA105 ASBESTOS ABATEMENT SEVENTH FLOOR AND EIGHTH FLOOR
HA106 ASBESTOS ABATEMENT NINTH FLOOR AND TENTH FLOOR
HA107 ASBESTOS ABATEMENT ELEVENTH FLOOR AND TWELFTH FLOOR
ELECTRICAL
EP001 ELECTRICAL COVER SHEET
ED101 ELECTRICAL DEMOLITION PLAN
ED102 ELECTRICAL DEMOLITION PLAN
EP101 ELECTRICAL PLAN
EP102 ELECTRICAL PLAN
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
VETERANS
HEALTH
ADMINISTRATION
U.S. Department of Veterans Affairs
STRUCTURAL
SE101 CHASE PLANS
SE102 CHASE PLANS
SE103 FRAMING DETAILS
DEDUCT ALTERNATES:
1. ELIMINATE THE PHASING
AND CONDUCT THE
PROJECT AS A SINGLE
PHASE.
2. ELIMINATE THE
STRUCTURAL PLATFORMS.
ABATE CENTRAL CHASE AND REPLACE FIRE MAIN
OVERTON BROOKS VA MEDICAL CENTER
SHREVEPORT LOUISIANA
FIRE PROTECTION
FP001 FIRE PROTECTION COVER SHEET
FD101 FIRE PROTECTION DEMOLITION PLANS SUB-BASEMENT TO FIFTH FLOOR
FD102 FIRE PROTECTION DEMOLITION PLANS SIXTH TO TWELFTH FLOOR
FP101 FIRE PROTECTION PLANS SUB-BASEMENT TO FIFTH FLOOR
FP102 FIRE PROTECTION PLANS SIXTH TO TWELFTH FLOOR
PHASING:
PHASING IS LIMITED TO TWO FLOORS AT A TIME,
WORKING FROM THE TOP FLOOR DOWN.
PHASE 1: TWELFTH AND ELEVENTH FLOORS
PHASE 2: TENTH AND NINTH FLOORS
PHASE 3: EIGHTH AND SEVENTH FLOORS
PHASE 4: SIXTH AND FIFTH FLOORS
PHASE 5: FOURTH AND THIRD FLOORS
PHASE 6: SECOND AND FIRST FLOORS
PHASE 7: BASEMENT AND SUB-BASEMENT FLOORS
SHEET INDEX
NUMBER TITLE
GENERAL
GI100 COVER SHEET AND INDEX
GI101 ARCHITECTURAL ABBREVIATIONS
GI102 SYMBOLS, LIFE SAFETY, AND PROJECT GENERAL NOTES
GI103 PHASING
ARCHITECTURAL
AE100 EXISTING FLOOR PLANS
AE101 EXISTING FLOOR PLANS
AD100 DEMOLITION AND TEMPORARY FLOOR PLANS
AD101 DEMOLITION AND TEMPORARY FLOOR PLANS
AP100 NEW FLOOR PLANS
AP101 NEW FLOOR PLANS
AP102 SCHEDULES AND DETAILS
PLUMBING
PL001 PLUMBING COVER SHEET
PD101 PLUMBING DEMOLITION PLANS SUB-BASEMENT TO FIFTH FLOOR
PD102 PLUMBING DEMOLITION PLANS SIXTH TO TWELFTH FLOOR
PL101 PLUMBING PLANS SUB-BASEMENT TO FIFTH FLOOR
PL102 PLUMBING PLANS SIXTH TO TWELFTH FLOOR
MP101 MECHANICAL PIPING PLANS - SUB-BASEMENT TO FIFTH FLOOR
MP102 MECHANICAL PIPING PLANS - SIXTH TO TWELFTH FLOOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
ARCHITECTURAL ABBREVIATIONS
GI101
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AAMA AMERICAN ARCHITECTURAL
MANUFACTURERS
ASSOCIATION
AB ANCHOR BOLT
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
ADO AUTOMATIC DOOR OPERATOR
AF ACCESS FLOORING
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGA AMERICAN GAS ASSOCIATION
AGC ASSOCIATED GENERAL
CONTRACTORS
AGGR AGGREGATE
AHJ AUTHORITY HAVING
JURISDICTION
AHR ANCHOR
AHU AIR HANDLING UNIT
AIA AMERICAN INSTITUTE OF
ARCHITECTS
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALT ALTERNATE
ALT NO ALTERNATE NUMBER
ALUM ALUMINUM
AMP AMPERE
AMT AMOUNT
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
ANT ANTENNA
APA AMERICAN PLYWOOD
ASSOCIATION
APPD APPROVED
APPROX APPROXIMATE
APT APARTMENT
AR AS REQUIRED
ARCH ARCHITECT
ASB ASBESTOS
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTION
ASKLR AUTOMATIC SPRINKLER
ASPH ASPHALT
ASSN ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
AT (SP) ACOUSTICAL CEILING (WITH
SPRAYED PLASTIC FINISH)
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'
ASSOCIATION
AWS AMERICAN WELDING SOCIETY
AWT ACOUSTICAL WALL TREATMENT
B LABEL CLASS B DOOR
B PL BASE PLATE
BALC BALCONY
BAT BATTEN
BB BULLETIN BOARD
BD BOARD
BD FT BOARD FEET (FOOT)
BEV BEVEL
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BI FLD DR BIFOLDING DOORS
BIM BUILDING INFORMATION MODEL
BITUM BITUMINOUS
BK BRICK
BKG BACKING
BLD BUILD
BLDG BUILDING
BLKT BLANKET
BLVD BOULEVARD
BM BEAM OR BENCHMARK
BOT BOTTOM
BR BEDROOM
BRCG BRACING
BRDG BRIDGING
BRDG JST BRIDGING JOIST
BRG BEARING
BRG PL BEARING PLATE
BRKT BRACKET
BRZ BRONZE
BSMT BASEMENT
BTWN BETWEEN
BU BUSHEL
BUR BUILT-UP ROOFING
C CELSIUS OR CHANNEL
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
C TO C CENTER TO CENTER
CAB CABINET
CAC CEILING ATTENUATION 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
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR
INSTALLED
CF/OI CONTRACTOR
FURNISHED/OWNER INSTALLED
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 CIRCULAR
CJ CONSTRUCTION JOINT OR
CONTROL JOINT
CL CENTER LINE
CLDG CLADDING
CLG CEILING
CLG HT CEILING HEIGHT
CLR CLEAR
CM² SQUARE CENTIMETER
CM³ CUBIC CENTIMETER
CM CONSTRUCTION MANAGEMENT
CMU CONCRETE MASONRY UNIT
CNR CORNER
CNTR COUNTER
CO CARBON MONOXIDE, CERTIFICATE
OF OCCUPANCY,
CLEANOUT, OR COMPANY
CO₂ CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBINATION, COMBINED
COMM COMMUNICATION
COMP COMPONENT
CONC CONCRETE
CONC FLR CONCRETE FLOOR
COND CONDENSER OR CONDITION
CONF CONFERENCE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE OR CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CORR CORRIDOR
CP CARPET (WITHOUT CUSHION
BROADLOOM)
CPM CRITICAL PATH METHOD
CPRS COMPRESSIBLE
CPT CARPET TILE
CRS COLD ROLLED STEEL
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CSB CONCRETE SPLASH BLOCK
CSG CASING
CSI CONSTRUCTION SPECIFICATIONS
INSTITUTE
CSK COUNTER SINK
CSMT CASEMENT
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTG COATING
CTR CENTER OR CONTOUR
CTRL CONTROL
CTV CABLE TELEVISION
CU COPPER C
CU FT CUBIC FEET
CU IN CUBIC INCHES
CU YD CUBIC YARD
CURT CURTAIN
CYL CYLINDER
CYL L CYLINDER LOCK
D DEPTH OR PENNY (NAIL)
D LABEL CLASS D DOOR
DAT DATUM
DB DECIBEL
DBL DOUBLE
DBL GLZ DOUBLE GLAZE
DC DIRECT CURRENT
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL OR DIAGRAM
DIFF DIFFERENCE OR DIFFUSER
DIM DIMENSION
DIR DIRECTION
DISP DISPENSER
DIST DISTANCE
DIV DIVIDE OR DIVISION
DL DEAD LOAD
DN DOWN
DOC DOCUMENT
DOUG FIR DOUGLAS FIR
DOZ DOZEN
DR DOOR, DRAIN, DRESSING ROOM,
OR DRIVE
DR CL DOOR CLOSER
DR FR DOOR FRAME
DR OPNG DOOR OPENING
DS DOWNSPOUT
DSGN DESIGN
DW DISHWASHER
DWG DRAWING
DWTR DUMBWAITER
E EAST
E LABEL CLASS E DOOR
EA EACH
EFF EFFICIENCY
EFS EXTERIOR FINISH SYSTEM
EFTR EXISTING FINISH TO REMAIN
EIFS EXTERIOR INSULATION AND
FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELAST ELASTOMERIC
ELEC ELECTRIC
ELEC DR OP ELECTRIC DOOR OPENER
ELEV ELEVATOR
EMER EMERGENCY
EMER SHR EMERGENCY SHOWER
ENCL ENCLOSURE
ENGR ENGINEER
ENVIR ENVIRONMENT
EPA ENVIRONMENTAL PROTECTION
AGENCY
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EPO EMERGENCY POWER OFF
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EPY EPOXY FLOORING
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERD EXISTING ROOF DRAIN
ESC ESCAPE OR ESCUTCHEON
ESCAL ESCALATOR
ESMT EASEMENT
ESP ESPECIALLY
EST ESTIMATE
ETC AND SO FORTH OR ET CETERA
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWS EYE WASH STATION
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION OR EXPOSED
EXP BT EXPANSION BOLT
EXST GR EXISTING GRADE
EXT EXTERIOR, EXTERNAL, OR
EXTINGUISHER
EXT GR EXTERIOR GRADE
F FAHRENHEIT OR FEMALE
FA FIRE ALARM
FAB FABRIC
FAC FACTOR
FACIL FACILITY
FAS FASCIA
FAS BD FASCIA BOARD
FCO FLOOR CLEANOUT
FCTY FACTORY
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDIM FINISH DIMENSION
FDTN FOUNDATION
FDVB FIRE DEPARTMENT VALVE BOX
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
FIG FIGURE
FIL FILLET
FIN FINISH OR FINISHED
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 FLUORESCENT FIXTURE
FM FACTORY MUTUAL
FM-G FACTORY MUTUAL GLOBAL
FO FINISH OPENING
FOC FACE OF CONCRETE OR FACE OF
CURB
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF SLAB OR FACE OF STUD
FOUNT FOUNTAIN
FOW FACE OF WALL
FP FIRE PROTECTION OR FIREPROOF
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 FUTURE
FWC FABRIC WALLCOVERING
GA GAUGE OR GYPSUM
ASSOCIATION
GAL GALLON
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
CONCRETE
GFRG GLASS-FIBER-REINFORCED
GYPSUM
GFRP GLASS-FIBER-REINFORCED
PLASTIC
GI GALVANIZED IRON
GL GLASS (GLAZING)
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
GWB GYPSUM WALLBOARD SYSTEMS
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
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 HANGER
HM HECTOMETER OR HOLLOW METAL
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
HS HEAT-STRENGTHENED (GLASS)
OR HIGH STRENGTH OR
HORIZONTAL IN SPLASH
HSE HOUSE
HSKPG HOUSEKEEPING
HST HOIST
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR
CONDITIONING
HVY HEAVY
HW HOT WATER
HYD HYDRANT
HYDR HYDRAULIC
I INTERSTATE (HIGHWAY) OR
MOMENT OF INERTIA
IAQ INDOOR AIR QUALITY
IBC INTERNATIONAL BUILDING CODE
ICU INTENSIVE CARE UNIT ID
IDENTIFICATION, INSIDE
DIAMETER, OR INTERIOR DESIGN
ID NO IDENTIFICATION NUMBER
ILLUM ILLUMINATION
INCL INCLUDED
IND INDEPENDENT OR INDUSTRIAL
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
INTERCOM INTERCOMMUNICATION
INTL INTERNATIONAL
IRMA INVERTED ROOF MEMBRANE
ASSEMBLY
ITC INSTALLED THIS CONTRACT
IWH INSTANTANEOUS WATER HEATER
J JANITOR
J-BOX JUNCTION BOX
KD KILN DRIED OR KNOCKED DOWN
KIT KITCHEN
KO KNOCKOUT
KPL KICKPLATE
KS KNEE SPACE
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
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
MACH MACHINE
MACH RM MACHINE ROOM
MAINT 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 OR MEDIUM
MEK METHYL ETHYL KETONE
MEL MELAMINE
MEMB MEMBRANE
MEMO 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 OR MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MIT MITER
MKR MARKER
ML METAL LATH
MLDG MOLDING (MOULDING)
MLWK MILLWORK
MM MILLIMETER
MO MASONRY OPENING OR
MOTOR OPERATED
MOD MODEL, MODIFY, OR MODULE
MOD BIT MODIFIED BITUMEN
MON MONITOR
MOPR MOP RACK
MR MOISTURE RESISTANT
MS MACHINE SCREW OR MOP SINK
MTD MOUNTED
MTG MOUNTING
MTL METAL
MULL MULLION
MW MICROWAVE
MWP MEMBRANE WATERPROOFING
N NORTH
NA NOT APPLICABLE
NAAMM NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL
MANUFACTURERS
NAT NATURAL
NATL NATIONAL
NC NOISE CRITERIA
NCOMBL NONCOMBUSTIBLE
NEC NATIONAL ELECTRICAL CODE
NEG NEGATIVE
NEMA NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
NEUT NEUTRAL
NFC NATIONAL FIRE CODE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NRCA NATIONAL ROOFING
CONTRACTORS ASSOCIATION
NRP NON-REMOVABLE
NS NARROW STILE
NTS NOT TO SCALE
NUM NUMERAL
O/O OUT TO OUT
O OXYGEN
OA OUTSIDE AIR OR OVERALL
OC ON CENTER
OCC OCCUPY
OCT OCTAGON
OD OUTSIDE DIAMETER OR OUTSIDE
DIMENSION
OF/CI OWNER
FURNISHED/CONTRACTOR
INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OF/OI OWNER FURNISHED/OWNER
INSTALLED
OH OVERHANG
OH DR OVERHEAD (COILING) DOOR
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
OPT OPTIONAL
OR OPERATING ROOM OR OUTSIDE
RADIUS
ORD ORDINANCE OR OVERFLOW ROOF
DRAIN
ORG ORGANIC
ORIG ORIGINAL
ORN ORNAMENTAL
OSHA OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION
OUT OUTLET
OZ OUNCE
PAR PARALLEL OR PARAPET
PARA PARAGRAPH
PART PARTIAL
PAT PATTERN
PB PUSHBUTTON
PBD PARTICLEBOARD
PC PIECE, POLYCARBONATE OR
PORTLAND CEMENT
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCD PAPER CUP DISPENSER
PCF POUNDS PER CUBIC FOOT
PCP PORTLAND CEMENT PLASTER
PD PLAN DIMENSION
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 PROPERTY LINE
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 OR PURCHASE
ORDER
POLY POLYETHYLENE (PLASTIC)
PORCT PORCELAIN TILE
PR PAIR
PRB PROFILE BASE
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, PNEUMATIC TUBE, OR
PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PVC POLYVINYL CHLORIDE (PLASTIC)
PVG PAVING
PWR POWER
QA QUALITY ASSURANCE
QC QUALITY CONTROL
QRY QUARRY
QT QUARRY TILE
QTB QUARRY TILE BASE
QTF QUARRY TILE FLOOR
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RISER
RA RETURN AIR
RAD RADIATOR
RAF RESILIENT ATHLETIC FLOORING
RB RESILIENT BASE (RUBBER OR
VINYL WITH FACTORY FORMED
INSIDE AND OUTSIDE CORNERS)
RB HK ROBE HOOK
RBM REINFORCED BRICK MASONRY
RBR RUBBER
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 OR REFRIGERATION
REG REGISTER
REINF REINFORCE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RES RESINOUS FLOORING
RES-W RESINOUS/EPOXY WALL/CEILING
RESIL RESILIENT
RET RETURN
REV REVISE OR REVISION
RF RADIO FREQUENCY OR RUBBER
FLOORING
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
RSF RESILIENT SHEET FLOORING
(CHEMICALLY WELDED SEAMS)
RT RIGHT
RV ROOF VENT
RVS REVERSE
RWD REDWOOD
RWL RAIN WATER LEADER
S SOLID SURFACE
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 OR HIGH BUILD GLAZED
COATING (SPECIAL COATING)
SCH SCHOOL
SCHED SCHEDULE
SCHEM SCHEMATIC
SCP SCUPPER
SCRN SCREEN
SCT STRUCTURAL CLAY TILE
SCWD SOLID CORE WOOD DOOR
SD SHOP DRAWINGS, SMOKE
DETECTOR OR SOAP DISPENSER
OR STATIC DISSIPATIVE
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
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SJI STEEL JOIST INSTITUTE
SK SKETCH
SKLT SKYLIGHT
SLD WDW HORIZONTAL SLIDING WINDOW
SLDG SLIDING
SLNT SEALANT
SM SHEET METAL
SMK SMOKE
SND SANITARY NAPKIN DISPENSER
SND INS SOUND INSULATION
SNDU SANITARY NAPKIN DISPOSAL UNIT
SP SPECIAL FACED
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 OR STONE
(CAST)
STC SOUND TRANSMISSION CLASS
STD STANDARD
STIF STIFFENER
STL JST STEEL JOIST
STL LNTL STEEL LINTEL
STL PL STEEL PLATE
STL RF DK STEEL ROOF DECK
STL TB STEEL TUBE
STL TR STEEL TRUSS
STNLS STAINLESS
STOR STORAGE
STR STRINGERS
STRUCT STRUCTURAL
STRUCT STL STRUCTURAL STEEL
SUB SUBSTITUTE
SURF SURFACE
SUSP SUSPEND
SUSP CLG SUSPENDED CEILING
SV SHEET VINYL
SVT SOLID VINYL FLOOR TILE (LUXURY
VINYL TILE)
SW SWITCH
SWDR SWING DOOR
SYM SYMBOL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
T&G TONGUE AND GROOVE
T&M TIME AND MATERIALS
TB THROUGH BOLT OR TOWEL BAR
TCA TILE COUNCIL OF AMERICA
TCP TELEPHONE CONTROL PANEL
TEMPERATURE OR TRAFFIC
CONTROL PLAN
TD TOWEL DISPENSER
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE OR TEMPORARY
TER TERRAZZO, POURED
THD THREAD
THERM THERMAL
THK THICKNESS
THRES THRESHOLD
THRU THROUGH
THRUOUT THROUGHOUT
TK BD TACKBOARD
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
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPH TOILET PAPER HOLDER
TR TOWEL RACK
TRANS TRANSOM
TRANS WD FIN TRANSPARENT WOOD FINISH
TRTD TREATED
TS TENSILE STRENGTH OR TUBE
STEEL
TSTAT THERMOSTAT
TT TERRAZZO TILE (PLASTIC MATRIX)
TV TELEVISION
TYP TYPICAL
U HEAT TRANSFER COEFFICIENT
UC UNDERCUT
UCD NDERCUT DOOR
UCR UNDER COUNTER REFRIGERATOR
UCT UNDER COUNTER
UGND UNDERGROUND
UL UNDERWRITERS LABORATORIES
ULT ULTIMATE
UNFIN UNFINISH
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER
SUPPLY
UR URINAL
UTIL UTILITY
UV ULTRAVIOLET
V VOLT
VAC VACUUM
VAR VARIES
VCT VINYL COMPOSITE TILE OR
VITRIFIED CLAY TILE
VEH VEHICLE
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VFAT VINYL FACED ACOUSTICAL TILE
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VNR VENEER
VOC VOLATILE ORGANIC COMPOUND
VOL VOLUME
VOLT VOLTAGE
VP VENEER PLASTER
VR VAPOR RETARDER
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
VWF VINYL WALL FABRIC
W WIDE OR WEST
W/ WITH
W/O WITHOUT
WARR WARRANTY
WBL WOOD BLOCKING
WC WALL COVERING OR WATER
CLOSET
WC WL HNG WATER CLOSET, WALL HUNG
WCHR WATER CHILLER
WCL WL MTD WATER COOLER, WALL HUNG
WD WOOD
WDW WINDOW
WF WIDE FLANGE
WFAB WALL FABRIC
WFR WOOD FRAME
WFS WOOD FURRING STRIPS
WH WATER HEATER
WHSE WAREHOUSE
WLD WELDED
WM WIRE MESH
WP WATERPROOFING
WPD WATER PRESSURE DROP
WPM WATERPROOF MEMBRANE
WR WEATHER RESISTANT
WS WEATHERSTRIP
WSCT WAINSCOT
WSF WELDED SEAM SHEET FLOORING
(HEAT WELDED WITH ROD)
WT WEIGHT
WWF WELDED WIRE FABRIC
X BRACE CROSS BRACE
XPS EXTRUDED POLYSTYRENE
BOARD (INSULATION)
YD YARD
YR YEAR
ARCHITECTURAL ABBREVIATIONS
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
SYMBOLS, LIFE SAFETY, AND
PROJECT GENERAL NOTES
GI102
FIRE PROTECTION SYSTEMS
SUMMARY
AUTOMATIC SPRINKLER SYSTEM (IBC 903): YES (EXSTING, MODIFY AS REQUIRED)
STANDPIPE SYSTEM (IBC 905): YES (EXISTING, MODIFY AS REQUIRED)
PORTABLE FIRE EXTINGUISHERS (IBC 906): YES
GROUP 'I-1' - INSTITUTIONAL (IBC 308.3)
OCCUPANCY CLASSIFICATION
REFERENCED BUILDING CODES
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL PLUMBING CODE
2015 INTERNATIONAL MECHANICAL CODE
2014 NATIONAL ELECTRICAL CODE
2003 INTERNATIONAL EXISTING BUILDING CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
TYPE II-B CONSTRUCTION (IBC 602.2)
CONSTRUCTION TYPE
FIRE ALARM SYSTEM (IBC 907): YES (EXISTING, MODIFY AS REQ'D.)
SMOKE CONTROL SYSTEM (IBC 909): N/A
SHAFT ENCLOSURES
SECTION 713 SHAFT ENCLOSURES
713.4 FIRE-RESITANCE RATING: SHAFT ENCLOSURES SHALL HAVE A
FIRE-RESITANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING
FOUR STORIES OR MORE.
SECTION 707 FIRE BARRIERS
707.5 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE
FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE
FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE SHALL BE SECURELY
ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH
CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING.
CONTRACT LIMIT LINE
FIRE RESISTIVE RATED LINE, 4 HOUR
DEMOLITION LINE
ELEVATION INDICATOR
CENTER LINE INDICATOR
EXISTING TO REMAIN LINE
FEATURES ABOVE LINE INDICATOR
FIRE RESISTIVE RATED LINE, 1 HOUR
FIRE RESISTIVE RATED LINE, 2 HOUR
FIRE RESISTIVE RATED LINE, 3 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR
HIDDEN FEATURES LINE
NEW LINE
PROPERTY LINE
SMOKE BARRIER LINE
BREAK, ROUND (USER DEFINES SIZE)
BREAK, STRAIGHT (SEE SECTION INDICATORS,
BUILDING, WITH BREAK STANDARDS)
DETAIL INDICATOR
DETAIL INDICATOR
DETAIL INDICATOR FOR SMALL CONDITIONS
DIMENSION LINE
DOOR TAG
DRAWING BLOCK TITLE, TYPICAL
ELEVATION INDICATOR, EXTERIOR
ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW
ELEVATION INDICATOR, INTERIOR, SINGLE VIEW
ARCHITECTURAL SYMBOLS
CENTER LINE
FURNITURE, FIXTURE, TOILET ACCESSORY & EQUIPMENT INDICATOR
GRAPHIC SCALE,
"=1'-0"
FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR
AP###
AP###
A
BC
D
AP###
A-512
D2
AP###
AP###
1HR 1HR 1HR 1HR
2HR 2HR 2HR 2HR
3HR 3HR 3HR 3HR
4HR 4HR 4HR 4HR
ROOM NAME AND NUMBER
FEC
CG
COLUMN GRID
SHEET KEYNOTE
WALL OR PARTITION TYPE
FIRE EXTINGUISHER CABINET
CORNER GUARD
NORTH ARROW
EXISTING CONSTRUCTION TO
REMAIN
EXISTING CONSTRUCTION TO
BE REMOVED
NEW CONSTRUCTION
CONCRETE
EARTH
RIGID
INSULATION
BATT
INSULATION
V V ITEM - VA SUPPLIED & INSTALLED
VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED
CC ITEM - CONTRACTOR SUPPLIED & INSTALLED
AP###
BUILDING SECTION INDICATOR
NEW METAL STUD WALLNEW MASONRY
#/AP###
WINDOW TAG
1HR SMOKE 1HR SMOKE
2HR SMOKE 2HR SMOKE
3HR SMOKE 3HR SMOKE
4HR SMOKE 4HR SMOKE
SMOKE SMOKE
1 1/4"
A
DEMOLITION KEYNOTE
WAYFINDING TAG
PLAN
NORTH
DRAWING TITLE
SCALE:
PLAN
NORTH
16' 32' 64'
1/64" = 1'-0"
2' 4' 8'
1/8" = 1'-0"
CLASS II INFECTION CONTROL NOTES:
1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO
ATMOSPHERE.
2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.
3. SEAL UNUSED DOORS WITH DUCT TAPE.
4. BLOCK OFF AND SEAL AIR VENTS.
5. PLACE TACKY MAT AT ENTRANCE AND EXIT OF WORK AREA.
6. WIPE WORK SURFACES WITH DISINFECTANT
7. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS
8. WET MOP AND/OR VACUUM WITH FILTERED VACUUM BEFORE LEAVING WORK AREA.
PROJECT GENERAL NOTES:
USE OF CONSTRUCTION DOCUMENTS:
1. CONTRACTOR SHALL NOT SCALE DRAWINGS. ONLY WRITTEN DIMENSIONS OR KEYED
NOTES SHALL BE USED. CONTACT ARCHITECT IF CLARIFICATION OR ADDITIONAL
INFORMATION IS REQUIRED.
2. DIMENSIONS OF LARGER SCALE DRAWINGS SHALL GOVERN OVER DIMENSIONS OF
SMALLER SCALE DRAWINGS.
3. DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS OF
DRAWINGS USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO CONTRACTOR.
4. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE:
A. FACE OF STUD
B. TO CENTERLINE OF COLUMNS, PARTY WALL, WINDOWS, AND DOORS.
C. TO TOP OF STRUCTURAL DECK.
D. TO BOTTOM OF FINISHED CEILING.
5. ALL FURNITURE, FIXTURES, AND EQUIPMENT SHOWN DASHED IS FOR REFERENCE ONLY
AND IS NOT IN THE CONTRACT.
6. ALL ITEMS DESIGNATED FOR THE USE BY THE HANDICAPPED SHALL FULLY COMPLY WITH
THE CURRENT REQUIREMENTS OF APPLICABLE GOVERNING ACCESSIBILITY CODES AND
REGULATIONS.
8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE
WORK, DETAILING SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK FOR
THE TRADE INVOLVED. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY
ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED.
STANDARDS AND REGULATIONS:
1. CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH APPLICABLE BUILDING
CODES. REGULATIONS, ORDINANCES, UTILITY PROVIDER REQUIREMENTS AND SIMILAR
STANDARDS.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED
FOR CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL FURNISH ALL COPIES OF
SUCH ITEMS TO OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT. IF PERMITS ARE
ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR PERMITS ARE
DELAYED FOR ANY REASON, CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS OF THE WORK. CONTRACTOR
SHALL REGULARLY UPDATE OWNER AND ARCHITECT REGARDING THE STATUS OF THE
INSPECTIONS.
4. CONTRACTOR SHALL COORDINATE WORK WITH APPLICABLE UTILITY COMPANIES.
5. CONTRACTOR SHALL BE FAMILIAR WITH AND WORK SHALL BE IN COMPLIANCE WITH
REFERENCED FIRE-RATED ASSEMBLY TESTS AND STANDARDS.
PERFORMANCE OF THE WORK:
1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND
SEQUENCES OF CONSTRUCTION.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION
PERSONNEL AND AUTHORIZED VISITORS.
3. CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH THE CONDITIONS RELATED TO THE
WORK. ANY KNOWN DISCREPANCIES BETWEEN THE DOCUMENTS AND ACTUAL CONDITIONS
SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH
WORK RELATED TO THE DISCREPANCY.
4. ALL CONSTRUCTION FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE
REQUIREMENTS OF THE LATEST EDITIONS OF THE APPLICABLE BUILDING,
MECHANICAL-PLUMBING CODES, THE NATIONAL ELECTRICAL CODE, ANY FEDERAL, STATE,
AND LOCAL CODE REGULATIONS AND ORDINANCES EACH AS AMENDED BY THE GOVERNING
JURISDICTION HAVING AUTHORITY.
5. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN
THESE DOCUMENTS AND ANY APPLICABLE CODES BY THE AGENT INVOLVED WITH THE
GOVERNING AGENCY HAVING JURISDICTION. IT IS UNDERSTOOD THAT THE "FIELD
INSPECTOR" FOR SUCH AGENCY HAS FINAL AUTHORITY TO APPROVE/DISAPPROVE
PROJECT CONSTRUCTION AND CORRECTNESS OF ALL CODE RELATED ITEMS.
6. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION AND
DEMOLITION DEBRIS. CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER (AND GOVERNING
AUTHORITIES, IF APPLICABLE) FOR DETAILS RELATED TO REMOVAL OF TRASH, INCLUDING
SUCH ISSUES AS PATH OF TRAVEL.
7. CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER'S PROCEDURES
FOR MAINTAINING A SECURE SITE AND BUILDING.
8. EACH INSTALLER SHALL EXAMINE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH
AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST
WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE
INSTALLER SHALL IMMEDIATELY NOTIFY THE CONTRACTOR. INSTALLATION SHALL NOT
PROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION
SHALL SIGNIFY ACCEPTANCE OF THE CONDITIONS.
9. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COORDINATION EFFORTS OF ALL
SUBCONTRACTORS.
11. CONTRACTOR SHALL NOT CLOSE UP CEILING UNTIL ARCHITECT HAS AN OPPORTUNITY TO
INSPECT ALL WORK WHICH WILL BE CONCEALED BY CEILING. CONTRACTOR SHALL NOTIFY
ARCHITECT AT LEAST TWO WEEKS PRIOR TO CLOSE-UP.
DEFINITIONS:
1. THE TERM "ALIGN" SHALL MEAN TO ACCURATELY LOCATE AND FINISH FACES IN THE SAME
PLANE AND/OR INSTALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION
WITHOUT ANY VISIBLE JOINTS OR SURFACE IRREGULARITES.
2. THE TERM "CLEAR" SHALL MEAN THAT THE CONDITION IS NOT ADJUSTABLE WITHOUT THE
APPROVAL OF THE ARCHITECT, CLEAR DIMENSIONS ARE TYPICALLY TO FINISH FACE.
3. THE TERMS "MAXIMUM" OR "MAX" SHALL MEAN THAT THE CONDITION IS SLIGHTLY
ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUANTITY GREATER THAN THAT
SHOWN WITHOUT APPROVAL OF THE ARCHITECT.
4. THE TERMS "MINIMUM" OR "MIN" SHALL MEAN THAT THE CONDITIONS IS SLIGHTLY
ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUANTITY LESS THAN THAT SHOWN
WITHOUT APPROVAL OF THE ARCHITECT.
5. THE TERM "TYPICAL" SHALL MEAN THAT THE CONDITION OR DIMENSION IS THE SAME OR
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
6. THE TERM "+/-" SHALL MEAN THAT THE DIMENSION OR QUANTITY IS SLIGHTLY ADJUSTABLE
TO ACCOMODATE ACTUAL CONDITIONS.
GENERAL PHASING NOTES:
1. COORDINATE ALL UTILITY OUTAGES WITH THE OWNER AND STAFF A MINIMUM OF
72 HOURS IN ADVANCE.
2. MAINTAIN AIR-TIGHT SEAL BETWEEN OCCUPIED AND CONSTRUCTION SPACES.
3. EXTERIOR OF BUILDING MUST BE LEFT SECURE WHEN CONSTRUCTION WORKERS
ARE NOT PRESENT.
4. MAINTAIN A MINIMUM OF 5' CLEAR WIDTH IN CORRIDORS.
5. LOCATE CONSTRUCTION BARRICADES SO THAT THERE IS NO PATIENT/
CONSTRUCTION WORKER CONTACT.
6. COORDINATE WITH OWNER AND STAFF WHEN OPERATIONS WILL TAKE PLACE
WHICH INVOLVE DISRUPTIVE NOISE LEVELS - SUCH AS JACK HAMMERS, PIER
DRILLING, MASONRY SAWS, CONCRETE DRILLING, SCREW GUNS, ETC.
A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C101
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text
MATERIALS LEGEND
3. CONNECT SHUT OFF VALVE
TO NEW 12TH AND 11TH
FLOOR RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH AND
REMOVE
EXISTING 12TH
AND 11TH
FLOOR RISER.
1. INSTALL NEW
12TH AND
11TH FLOOR
RISER.
TENTH FLOOR
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH
AND REMOVE
EXISTING
10TH AND 9TH
FLOOR RISER.
1. INSTALL NEW
10TH AND 9TH
FLOOR RISER.
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
TENTH FLOOR
ELEVENTH FLOOR
TWELFTH FLOOR
ROOF
NINTH FLOOR
SEVENTH FLOOR
EIGHTH FLOOR
SIXTH FLOOR
FOURTH FLOOR
FIFTH FLOOR
THIRD FLOOR
FIRST FLOOR
SECOND FLOOR
BASEMENT
SUB-BASEMENT
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH
AND REMOVE
EXISTING 8TH
AND 7TH
FLOOR RISER.
1. INSTALL NEW
8TH AND 7TH
FLOOR RISER.
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH
AND REMOVE
EXISTING 6TH
AND 5TH
FLOOR RISER.
1. INSTALL NEW
6TH AND 5TH
FLOOR RISER.
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH
AND REMOVE
EXISTING 4TH
AND 3RD
FLOOR RISER.
1. INSTALL NEW
4TH AND 3RD
FLOOR RISER.
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH
AND REMOVE
EXISTING 2ND
AND 1ST
FLOOR RISER.
1. INSTALL NEW
2ND AND 1ST
FLOOR RISER.
3. CONNECT SHUT OFF
VALVE TO NEW RISER, AND
SUPPRESSION SYSTEM,
TEST AND RE-FILL.
4. DEMOLISH AND
REMOVE EXISTING
BASEMENT AND
SUB-BASEMENT
RISER.
1. INSTALL NEW
BASEMENT AND
SUB-BASEMENT
RISER.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
2. DRAIN ENTIRE
EXISTING RISER,
INSTALL SHUT
OFF VALVE.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
PHASING
GI103
PHASE 1
12TH AND 11TH FLOOR
SCALE: N.T.S.
PHASE 2
10TH AND 9TH FLOOR
SCALE: N.T.S.
PHASE 3
8TH AND 7TH FLOOR
SCALE: N.T.S.
PHASE 4
6TH AND 5TH FLOOR
SCALE: N.T.S.
PHASE 5
4TH AND 3RD FLOOR
SCALE: N.T.S.
PHASE 6
2ND AND 1ST FLOOR
SCALE: N.T.S.
PHASE 7
BASEMENT AND SUB-BASEMENT
SCALE: N.T.S.
STORAGE
S-B-3
ENGINEERING
SERVICE
2B
CENTRAL
CHASE
ENGINEERING
SERVICE
S-B-2
ENGINEERING
SERVICE
S-B-7
FLUE
1 2
CENTRAL
CHASE
ENGINEERING
B-N-34
SPD
BE-24
SPD
B-E-27
FLUE
1 2
A
B
DF
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
1-W-28
1 2
A
B
CENTRAL
CHASE
CORRIDOR
4-W-61
ELEVATOR
LOBBY
4-W-57
MECHANICAL/
ELECTRICAL
4-W-57A
DF
FLUE
1 2
A
B
CENTRAL
CHASE
CORRIDOR
3-W-77
ELEVATOR
LOBBY
3-W-71
MECHANICAL/
ELECTRICAL
3-W-71A
DF
FLUE
1 2
CENTRAL
CHASE CORRIDOR
2-W-3
ELEVATOR
LOBBY
2-W-37
MECHANICAL/
ELECTRICAL
37A
DF
FLUE
1 2
A
B
CENTRAL
CHASE CORRIDOR
5-W-56
ELEVATOR
LOBBY
5-W-53
MECHANICAL/
ELECTRICAL
53A
DF
FLUE
1 2
A
B
EXISTING FLOOR PLAN
KEYNOTES
1. FIRE CONTROL VALVE
2. FIRE RISER
3. ABATEMENT PIPES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
EXISTING FLOOR PLANS
AE100
PLAN
NORTH
EXISTING FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING SUB-BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING FOURTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING THIRD FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING FIFTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0 1' 2'
1/4" = 1'-0"
4'0 1' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0
CORRIDOR
6-W-56
CENTRAL
CHASE
ELEVATOR
LOBBY
6-W-53
MECHANICAL/
ELECTRICAL
53A
DF
FLUE
1 2
A
B
CENTRAL
CHASE
CORRIDOR
7-W-56
ELEVATOR
LOBBY
7-W-53
MECHANICAL/
ELECTRICAL
53A
DF
FLUE
1 2
A
B
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
8-W-58
MECHANICAL/
ELECTRICAL
58A
DF
FLUE
1 2
A
B
CENTRAL
CHASE
ELEVATOR
LOBBY
11C1
FLUE
1 2
A
B
OFFICE
10W-5
ENGINEERING
SERVICES
10W-3A
ELEVATOR
LOBBY
10W-3
CORRIDOR
10W-3B
CENTRAL
CHASE
FLUE
1 2
A
B
CENTRAL
CHASE
CORRIDOR
9W-13B
ELEVATOR
LOBBY
9W-12
MECHANICAL/
ELECTRICAL
9W-11
WAITING
9W-18
DF
FLUE
1 2
A
B
CENTRAL
CHASE
BELOW
12C1
FLUE
NO ARCHITECTURAL
SCOPE OF WORK
1 2
A
B
CENTRAL CHASE
EXISTING WALLS
BELOW SLAB
EXISTING FLOOR PLAN
KEYNOTES
1. FIRE CONTROL VALVE
2. FIRE RISER
3. ABATEMENT PIPES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
EXISTING FLOOR PLANS
AE101
PLAN
NORTH
EXISTING EIGHTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING SEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING SIXTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING ELEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING TENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING NINTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
EXISTING TWELFTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
STORAGE
S-B-3
ENGINEERING
SERVICE
2B
CENTRAL
CHASE
ENGINEERING
SERVICE
S-B-2
ENGINEERING
SERVICE
S-B-7
6 (2
X6
4'-9"
TEMPORARY
ANTE-ROOM
1 2
A
B
CENTRAL
CHASE
ENGINEERING
B-N-34
SPD
BE-24
SPD
B-E-27
1 2
12'-0"
3'-4"
6(2
X 6
TEMPORARY
ANTE-ROOM
1 2
A
B
3'-0"
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
3'-0" 5'-0"
DF
14 TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
3'-0" 5'-0"
DF
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
3'-0" 5'-0"
DF
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
3'-0" 5'-0"
6 (2
X6
DF
TEMPORARY
ANTE-ROOM
1 2
A
B
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
3'-0" 5'-0"
DF
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
DEMOLITION FLOOR
PLAN KEYNOTES
1. DEMOLISH AND REMOVE EXISTING
WALL.
2. DEMOLISH AND REMOVE EXISTING
DOOR AND FRAME.
3. REMOVE EXISTING DRINKING
FOUNTAIN, AND RETURN TO VA.
STORE DRINKING FOUNTAINS FROM
3RD AND 6TH FLOORS FOR
REINSTALLATION.
4. 2 HOUR FIRE BARRIER TEMPORARY
PARTITION, 3-5/8" METAL STUD AT 16"
O.C. WITH 2 LAYERS 5/8" GYPSUM
WALL BOARD EACH SIDE. TAPE, BED,
AND PAINT TO MATCH VA COLOR
SELECTION IN SPECIFICATIONS. SEAL
THE BOTTOM TRACK WITH SILICONE
TO THE EXISTING FLOORING
MATERIAL. REFER 4,5/AP102.
5. 2 HOUR FIRE BARRIER TEMPORARY
PARTITION, 2 1/2" CT SHAFTWALL STUD
24" O.C. WITH 1" SHAFTWALL GYPSUM
WALL BOARD LINER PANEL, AND 2
LAYERS OF 5/8" GYPSUM WALL BOARD.
TAPE, BED, AND PAINT TO MATCH VA
COLOR SELECTION IN
SPECIFICATIONS. SEAL THE BOTTOM
TRACK WITH SILICONE TO THE
EXISTING FLOORING MATERIAL. REFER
4,5/AP102.
6. TEMPORARY DOOR AND FRAME, WITH
90 MINUTE LABEL. DOOR SIZE
INDICATED IN PARENTHESIS (3
X7
COORDINATE WITH COR FOR
SECURITY AND DOOR HARDWARE
REQUIREMENTS. CONTRACTOR TO
PROVIDE DOOR HARDWARE,
INCLUDING CYLINDERS WITH 7 PIN
EMPTY CORE THAT THE VA WILL
PROVIDE KEYS TO.
7. DEMOLISH AND REMOVE EXISTING
FIRE CONTROL VALVE, REFER FIRE
PROTECTION PLANS.
8. DEMOLISH AND REMOVE EXISTING
ACCESS PANEL.
9. REMOVE DOORS AND STORE FOR
REINSTALLATION.
10. REMOVE, AND STORE FOR
REINSTALLATION, ANY EXISTING
MISCELLANEOUS CEILING AND WALL
FIXTURES, INCLUDING BUT NOT
LIMITED TO LIGHT FIXTURES, CORNER
GUARDS, WALL PROTECTION PANELS,
HAND RAILS, AND SIGNAGE.
11. DEMOLISH AND REMOVE EXISTING
FIRE RISER MAIN, REFER FIRE
PROTECTION PLANS.
12. ABATEMENT PIPES, REFER ASBESTOS
ABATEMENT PLANS.
13. DEMOLISH AND REMOVE ABANDONED
DUCT.
14. DEMOLISH AND REMOVE BRICK FLUE
FROM SUB-BASEMENT THROUGH 11TH
FLOOR ACCORDING TO PHASING,
LEAVING INTACT AT 12TH FLOOR AND
ABOVE. REFER STRUCTURAL.
DEMOLITION FLOOR PLAN
SYMBOLS LEGEND
EXISTING ELEMENT
DEMOLITION ELEMENT
NEW ELEMENT
DEMOLITION FLOOR PLAN
GENERAL NOTES
1. THE CENTRAL CHASE CONTAINS
NUMEROUS PIPES, CONDUIT, DUCTS,
AND OTHER EQUIPMENT. ONLY
ELEMENTS BEING MODIFIED ARE
IDENTIFIED ON THIS PROJECT.
2. CONTRACTOR TO LOCATE AND VERIFY
EACH ELEMENT TO BE MODIFIED, ITS
SOURCE AND DESTINATION TO
ENSURE AFFECTED SYSTEMS ARE
ONLY ASSOCIATED WITH THE WORK
AND SCOPE OF THIS PROJECT.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
DEMOLITION AND TEMPORARY
FLOOR PLANS
AD100
PLAN
NORTH
DEMOLITION AND TEMPORARY
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
SUB-BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
FOURTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
THIRD FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
FIFTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0 1' 2'
1/4" = 1'-0"
4'0 1' 2'
1/4" = 1'-0"
4'0
1' 2'
CENTRAL
CHASE
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
DF
3'-0" 5'-0"
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
DF
3'-0" 5'-0"
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
DF
3'-0" 5'-0"
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
ELEVATOR
LOBBY
11C1
3'-4"
6 (3
X6
10'-0"
TEMPORARY
ANTE-ROOM
1 2
A
B
OFFICE
10W-5
ENGINEERING
SERVICES
10W-3A
ELEVATOR
LOBBY
10W-3
CORRIDOR
10W-3B
CENTRAL
CHASE
6 (3
X6
14 TEMPORARY
ANTE-ROOM
1 2
A
B
CENTRAL
CHASE
CORRIDOR
9W-13B
ELEVATOR
LOBBY
9W-12
MECHANICAL/
ELECTRICAL
9W-11
WAITING
9W-18
DF
3'-0" 5'-0"
TEMPORARY
ANTE-ROOM
1 2
A
B
6 (2
X6
CENTRAL
CHASE
BELOW
12C1
FLUE
NO ARCHITECTURAL
SCOPE OF WORK
1 2
A
B
CENTRAL CHASE
EXISTING WALLS
BELOW SLAB
DEMOLITION FLOOR
PLAN KEYNOTES
1. DEMOLISH AND REMOVE EXISTING
WALL.
2. DEMOLISH AND REMOVE EXISTING
DOOR AND FRAME.
3. REMOVE EXISTING DRINKING
FOUNTAIN, AND RETURN TO VA.
STORE DRINKING FOUNTAINS FROM
3RD AND 6TH FLOORS FOR
REINSTALLATION.
4. 2 HOUR FIRE BARRIER TEMPORARY
PARTITION, 3-5/8" METAL STUD AT 16"
O.C. WITH 2 LAYERS 5/8" GYPSUM
WALL BOARD EACH SIDE. TAPE, BED,
AND PAINT TO MATCH VA COLOR
SELECTION IN SPECIFICATIONS. SEAL
THE BOTTOM TRACK WITH SILICONE
TO THE EXISTING FLOORING
MATERIAL. REFER 4,5/AP102.
5. 2 HOUR FIRE BARRIER TEMPORARY
PARTITION, 2 1/2" CT SHAFTWALL STUD
24" O.C. WITH 1" SHAFTWALL GYPSUM
WALL BOARD LINER PANEL, AND 2
LAYERS OF 5/8" GYPSUM WALL BOARD.
TAPE, BED, AND PAINT TO MATCH VA
COLOR SELECTION IN
SPECIFICATIONS. SEAL THE BOTTOM
TRACK WITH SILICONE TO THE
EXISTING FLOORING MATERIAL. REFER
4,5/AP102.
6. TEMPORARY DOOR AND FRAME, WITH
90 MINUTE LABEL. DOOR SIZE
INDICATED IN PARENTHESIS (3
X7
COORDINATE WITH COR FOR
SECURITY AND DOOR HARDWARE
REQUIREMENTS. CONTRACTOR TO
PROVIDE DOOR HARDWARE,
INCLUDING CYLINDERS WITH 7 PIN
EMPTY CORE THAT THE VA WILL
PROVIDE KEYS TO.
7. DEMOLISH AND REMOVE EXISTING
FIRE CONTROL VALVE, REFER FIRE
PROTECTION PLANS.
8. DEMOLISH AND REMOVE EXISTING
ACCESS PANEL.
9. REMOVE DOORS AND STORE FOR
REINSTALLATION.
10. REMOVE, AND STORE FOR
REINSTALLATION, ANY EXISTING
MISCELLANEOUS CEILING AND WALL
FIXTURES, INCLUDING BUT NOT
LIMITED TO LIGHT FIXTURES, CORNER
GUARDS, WALL PROTECTION PANELS,
HAND RAILS, AND SIGNAGE.
11. DEMOLISH AND REMOVE EXISTING
FIRE RISER MAIN, REFER FIRE
PROTECTION PLANS.
12. ABATEMENT PIPES, REFER ASBESTOS
ABATEMENT PLANS.
13. DEMOLISH AND REMOVE ABANDONED
DUCT.
14. DEMOLISH AND REMOVE BRICK FLUE
DEMOLITION FLOOR PLAN
GENERAL NOTES
1. THE CENTRAL CHASE CONTAINS
NUMEROUS PIPES, CONDUIT, DUCTS,
AND OTHER EQUIPMENT. ONLY
ELEMENTS BEING MODIFIED ARE
IDENTIFIED ON THIS PROJECT.
2. CONTRACTOR TO LOCATE AND VERIFY
EACH ELEMENT TO BE MODIFIED, ITS
SOURCE AND DESTINATION TO
ENSURE AFFECTED SYSTEMS ARE
ONLY ASSOCIATED WITH THE WORK
AND SCOPE OF THIS PROJECT.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
DEMOLITION AND TEMPORARY
FLOOR PLANS
AD101
PLAN
NORTH
DEMOLITION AND TEMPORARY
EIGHTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
SEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
SIXTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
ELEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
TENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
NINTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DEMOLITION AND TEMPORARY
TWELFTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0 1' 2'
1/4" = 1'-0"
4'0
1' 2'
CENTRAL
CHASE
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
06B
06C
06A
1'-1"
CLR
DF
FIRE CONTROL
VALVE CLOSET
06D
1 2
A
B
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
07B
07C
07A
07D
1'-1"
CLR
FIRE CONTROL
VALVE CLOSET
07E
1 2
A
B
CENTRAL
CHASE
CORRIDOR
ELEVATOR
LOBBY
MECHANICAL/
ELECTRICAL
08B
08C
08A
1'-1"
CLR
FIRE CONTROL
VALVE CLOSET
08D
1 2
A
B
CENTRAL
CHASE
ELEVATOR
LOBBY
11C1
11A
11C
1 2
A
B
3'-8"
OFFICE
10W-5
ENGINEERING
SERVICES
10W-3A
ELEVATOR
LOBBY
10W-3
CORRIDOR
10W-3B
CENTRAL
CHASE
10B
10C
10A
1'-1"
CLR
FIRE CONTROL
VALVE CLOSET
10D
1 2
A
B
CENTRAL
CHASE
CORRIDOR
9W-13B
ELEVATOR
LOBBY
9W-12
MECHANICAL/
ELECTRICAL
9W-11
WAITING
9W-18
09B
09C
09A
1'-1"
CLR
FIRE CONTROL
VALVE CLOSET
09D
1 2
A
B
CENTRAL
CHASE
BELOW
12C1
1 2
A
B
FLUE
CENTRAL CHASE
EXISTING WALLS
BELOW SLAB
FLOOR PLAN
KEYNOTES
1. FIRE CONTROL VALVE
2. FIRE RISER
3. STEEL PLATFORM, REFER
STRUCTURAL
4. REINSTALL EXISTING DRINKING
FOUNTAIN
5. DIMENSION OF FUR OUT ON COLUMN
MAY VARY FROM FLOOR TO FLOOR.
AFTER DEMOLITION, CONTRACTOR TO
VERIFY ACTUAL DIMENSION AT EACH
FLOOR LEVEL AND CONFIRM NEW
SHAFTWALL AND FIRE CONTROL
VALVE CLOSET CAN FIT INTO EXISTING
SPACE.
6. STEP PLATFORM WITH RETRACTABLE
STEPS, REFER STRUCTURAL.
FLOOR PLANS
GENERAL NOTES
1. THE SHAFT ENCLOSURE SHALL HAVE
A FIRE RESISTANCE RATING OF 2
HOURS, AND SHALL BE CONTINUOUS
FROM TOP TO BOTTOM
2. PENETRATIONS OTHER THAN THOSE
NECESSARY FOR THE PURPOSE OF
THE SHAFT SHALL NOT BE PERMITTED
IN THE SHAFT ENCLOSURE.
3. CONDUIT AND PIPING REMOVED FROM
THE SHAFT ENCLOSURE SHALL BE
SEALED OFF WITH APPROVED FIRE
RESISTANCE RATED MATERIAL.
4. OPENINGS SHALL BE PROTECTED
WITH 90 MINUTE FIRE RATED DOOR
ASSEMBLIES, AND BE SELF CLOSING.
FLOOR PLAN
SYMBOLS LEGEND
PARTITION TYPE TAG
DOOR TAG
STAIR
# 3
ELEVATORS
ROOF
11C2
11C3
ELEVATORS
CENTRAL
CHASE
11C1
ROOF
ROOF
11B
AREA OF WORK
STAIR
# 3
12C1B
12C1
12C2
12C3
12C1A
12A
CENTRAL
CHASE
CENTRAL CHASE
EXISTING WALLS
BELOW SLAB
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
866-226-8071
GENE LAVASTIDA
OVERTON BROOKS,
ABATE CENTRAL CHASE,
REPLACE FIRE MAIN
SHREVEPORT, LA
667-18-111
Building 1 Project Director
05/8/2020 BJM DTCRevisions: Date:
ARCHIE LANHAM
CERTIFICATE OF AUTHORITY
NO. 02483
G
EN
E
T
A T E
OF OKLAHO
M
A
L I C
ENSED ARCH I TE
C
T
5/8/2020
NEW FLOOR PLANS
AP101
PLAN
NORTH
NEW SEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW SIXTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW TENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW NINTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW EIGHTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW ELEVENTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
NEW TWELFTH FLOOR PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
DIAGRAMTIC ELEVENTH FLOOR PLAN
SCALE: N.T.S.
PLAN
NORTH
DIAGRAMTIC TWELFTH FLOOR PLAN
SCALE: N.T.S.
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'01' 2'
1/4" = 1'-0"
4'0
1' 2'
1/4" = 1'-0"
4'0
1' 2'
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
1/4" = 1'-0"
1' 2' 4'0
2ND
FLOOR
B
A
/4
11' - 4"
L4X4X1/4, TYP
METAL GRATING
C4X5.4, TYP
NEW SHAFT
ACCESS
DOOR
EXISTING SHAFT
ACCESS DOOR
FOR BID PURPOSE ONLY
48 SQ FT OF DECK
36 FT OF CHANNEL
8 FT OF ANGLE
PROPPED
CANTILEVER
BRACKET
/S
E
3/SE103
5/SE103
4/SE103
B
A
/4
11' - 4"
L4X4X1/4, TYP
METAL GRATING
C4X5.4, TYP
NEW SHAFT
ACCESS
DOOR
EXISTING SHAFT
ACCESS DOOR
FOR BID PURPOSE ONLY
50 SQ FT OF DECK
52 FT OF CHANNEL
9 FT OF ANGLE
PROPPED
CANTILEVER
C4X5.4
PROPPED
CANTILEVER
BRACKET
3/SE103
/S
E
5/SE103
4/SE103
/S
E
B
A
11' - 4"
/4
L4X4X1/4, TYP
METAL GRATING
C4X5.4, TYP
PROPPED
CANTILEVER
BRACKET NEW SHAFT
ACCESS
DOOR
EXISTING SHAFT
ACCESS DOOR
FOR BID PURPOSE ONLY
26 SQ FT OF DECK
39 FT OF CHANNEL
6 FT OF ANGLE
4/SE103
/S
E
3/SE103
B
A
11' - 4"
/4
C4X5.4, TYP
METAL GRATING
PROPPED CANTILEVER
BRACKET
L4X4X1/4, TYP
NEW SHAFT
ACCESS
DOOR
EXISTING SHAFT
ACCESS DOOR
FOR BID PURPOSE ONLY
33 SQ FT OF DECK
36 FT OF CHANNEL
7 FT OF ANGLE
PROPPED
CANTILEVER
BRACKET
5/SE103
/S
E
3/SE103
4/SE103
B
A
11'…
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