24-2472 IFB 1st Floor South Garage Lighting Replacement - Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- 71373
- Issued by
- Henrico County, Richmond City, Virginia
About this file
This document is an Invitation for Bid (IFB) for the 24-2472 1st Floor South Garage Lighting Replacement project issued by the Richmond International Airport in Henrico County and the City of Richmond, Virginia. The contractor shall provide all labor, supervision, equipment, tools, materials, and incidentals necessary to replace various exterior lighting on the first floor of the South Parking Garage, the South Expansion Parking Garage, as well as interior and exterior lighting in both the North and South Garage Elevator Lobbies with LED lights. The work must be performed in accordance with the specifications, construction drawings, and local code. No specific bid quantities, response dates, or award dates are provided. The contract term is not specified.
The pricing terms, set asides, incumbents, funding sources, and other salient information are not included in the document. The document focuses on providing an overview of the required scope of work and project details.
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© 2024 Gresham Smith
IFB NUMBER : 24-2472
6/20/2024 2:25:24 PM
06.17.2024
RIC SOUTH GARAGE
LIGHTING
REPLACEMENT
ISSUE FOR
BIDDING
1 RICHARD E BYRD
TERMINAL DR,
RICHMOND, VA 23250
THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT MANUAL.
THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THESE DRAWINGS AND THE PROJECT MANUAL;
AND SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY INCONSISTENCIES THAT ARE
DISCOVERED.
THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL EXISTING STAIRWAYS AND EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE; AND THE INTEGRITY OF THE PARTITION
AROUND THEM SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION.
THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER-TIGHT, WEATHER-TIGHT AND CONDITIONED SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN 70 DEGREES F (INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY
THE OWNER.
DO NOT RECESS OR EMBED CONDUIT, PIPING, BACK BOXES OR ANYTHING ELSE INTO ANY TYPE OF ELEVATED
SLAB.
THE SHAPES AND SIZES OF STRUCTURAL MEMBERS SHOWN ON ARCHITECTURAL FLOOR PLANS, SECTIONS AND DETAILS ARE "DIAGRAMMATIC ONLY". SEE THE STRUCTURAL DRAWINGS FOR THE ACTUAL SHAPE AND
SIZE OF EACH STRUCTURAL MEMBER.
ACC ACCESSIBLE
ADA ACCESSIBLE ITEM OR SPACE
ADDL ADDITIONAL
ADJ ADJUSTABLE
A/E ARCHITECT/ENGINEER
AED AUTOMATIC EXTERNAL DEFIBRILLATOR
AFF ABOVE FINISHED FLOOR
AFS AT FINISHED SLAB
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALUM ALUMINUM
AMB AMBULATORY
AP ACCESS PANEL
APPROX APPROXIMATE
AUD AUDIO
AUTO AUTOMATIC
AUTO W/ HO AUTOMATIC DOOR OPERATOR WITH
INTEGRAL HOLD-OPEN
AUX AUXILIARY
AV AUDIO VISUAL
BRKT BRACKET
BOT BOTTOM
BUR BUILT-UP ROOF
BW BOTTOM OF THE WALL
C COMPUTER
CAB CABINET
CATV COMMUNITY ANTENNA TELEVISION
CB CATCH BASIN
CCTV CLOSED CIRCUIT TELEVISION
CFCI CONTRACTOR FURNISHED /
CONTRACTOR INSTALLED
CFOI CONTRACTOR FURNISHED / OWNER
INSTALLED
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
COF COFFEE MACHINE
COL COLUMN
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS / CONTINUE
CR CARD READER / CRASH RAIL
CSK COUNTERSUNK
CSWK CASEWORK
CTR CENTER
CTRL CONTROL
CTV CABLE TELEVISION
D DRYER
DBL DOUBLE
DEG DEGREE
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIR DIRECTION
DISP DISPENSER
DIST DISTANCE
DP DISCONNECT PANEL
DS DOWNSPOUT
DTL DETAIL
DW DISHWASHER
DWG DRAWING
EA EACH
EEW EMERGENCY EYE WASH
EFG ENTRANCE FLOOR GRILLE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
EJC EXPANSION JOINT CEILING
EJF EXPANSION JOINT FLOOR
EJW EXPANSION JOINT WALL
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMHO ELECTROMAGNETIC HOLD OPEN
ENCL ENCLOSURE
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP EQUIPMENT
ES EMERGENCY SHOWER
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPOSED
EXT EXTERIOR
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATE PANEL
FACP FIRE ALARM CONTROL PANEL
FB FLOOR BUMPER
FD FLOOR DRAIN
FDS FOLD DOWN SEAT
FDV FIRE DEPARTMENT VALVE
FDVC FIRE DEPARTMENT VALVE CABINET
FDV W/ FE FIRE DEPARTMENT VALVE CABINET
WITH FIRE EXTINGUISHER
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIN FINISH
FL FLOOR
FOB FACE OF BRICK
FOF FACE OF FINISH
FOM FACE OF MASONRY
FRT FIRE RESISTANT TREATED
FRZ FREEZER
FS FLOOR SINK
FTG FOOTING
FV FIELD VERIFY
G GROMMET
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GEJ GUTTER EXPANSION JOINT
GEN GENERAL
GL GLASS / GLAZING
GYP BD GYPSUM BOARD
GYP GYPSUM
H HIGH
HB HOSE BIBB
HD HEAD
HDW HARDWARE
HM HOLLOW METAL
HO HOLD OPEN
IB INTEGRAL BASE
ICE ICE MACHINE / ICE MAKER
ID INSIDE DIAMETER
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
INV INVERT
IP ISOLATION PANEL
IWP IMPACT WALL PANEL / IMPACT WALL
PROTECTION
JT JOINT
KP KEY PAD
LAV LAVATORY
LKR LOCKER
LVT LUXURY VINYL TILE
LMP LAMINATE WALL PANEL
LWR/LWE LOW WALL RETURN/EXHAUST
MACH MACHINE
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MB MARKER BOARD
MECH MECHANICAL
MEX MATCH EXISTING
MH MANHOLE
MICRO MICROWAVE OVEN
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MP MOBILE PEDESTAL
MTD MOUNTED
MTL METAL
NIC NOT IN CONTRACT
NOM NOMINAL
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED / CONTRACTOR
INSTALLED
OFE OWNER FURNISHED EQUIPMENT
OFOI OWNER FURNISHED / OWNER
INSTALLED
OH OPPOSITE HAND
OHC OVERHEAD COILING
OPER OPERATIONS
OPNG OPENING
OPP OPPOSITE
P PAINT / PRINTER
PB PANIC BUTTON
PL/PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
POS POINT OF SALE / POSITIVE
PP PUSH PLATE FOR AUTOMATIC DOOR
PPE PERSONAL PROTECTIVE EQUIPMENT
PROJ PROJECTOR / PROJECT
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
QT QUARRY TILE
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
REF REFRIGERATOR
REF REFER / REFERENCE
REINF REINFORCING / REINFORCED
REQD REQUIRED
RF RUBBER FLOORING
RO ROUGH OPENING
ROD ROOF OVERFLOW DRAIN
RR REMOTE RELEASE BUTTON
RS ROLLER SHADE
SAN SANITARY
SB SPLASH BLOCK
SC SEALED CONCRETE
SD SOAP DISH / SOAP DISPENSER
SEC SECTION
SGNL SIGNAL
SHLVG SHELVING
SIM SIMILAR
SP STANDPIPE
SPEC SPECIFICATION / SPECIFICATIONS
S STL STAINLESS STEEL
SS SANITARY SEWER / SOLID SURFACE
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SV SHEET VINYL
SVT SOLID VINYL TILE
SYS SYSTEM
T/TOIL/TLT TOILET
TB TOWEL BAR / TACK BOARD
TBL TABLE
TEL TELEPHONE
TEMP GL TEMPERED GLASS
TFS TO FACE OF STUD
THK THICK / THICKNESS
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPH TOILET PAPER HOLDER
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
TZ TERRAZZO
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W WASHER
W/ WITH
WAP WIRELESS ACCESS POINT
WC WATER CLOSET / WHEELCHAIR / WALL
COVERING
WCO WALL CLEAN OUT
WD WOOD
WM WALL MOUNTED
W/O WITHOUT
WP WAVE PAD FOR AUTOMATIC DOOR /
WATERPROOFING / WOOD PANEL
WR WEATHER RESISTANT
WRB WEATHER RESISTANT BARRIER
XFMR TRANSFORMER
DETAIL OR
ENLARGED PLAN
CALLOUT NUMBER
SHEET NUMBER
DETAIL OR
SECTION NUMBER
SHEET NUMBER
ELEVATION
NUMBER
REVISION
NUMBER
COLUMN GRID
COLUMN
DESIGNATION
SHEET NUMBER
CALLOUTS
SECTIONS COLUMN GRIDS REVISION MARKERS
INTERIOR ELEVATIONS
LEVELS
LEVEL NAME
DATUM
ROOM TAGS WINDOW TAGS WALL TAGS
FIRE RATING
WALL TYPE NUMBER
EXTERIOR ELEVATIONS
ELEVATION
NUMBER
SHEET NUMBER
NAME
ELEVATION
ROOM NAME
A A00
A101
SIM
A101 11 1 A101
SIM
A101
SIM
KEYNOTE TAGS
DOOR NUMBER TAGS
3A
Authority Name:
Street Address:
City, State & Zip Code:
Phone:
Architecture: Gresham Smith 919 E Main St Suite 1200 Richmond, VA 23219
(804) 788-0710
A.O.R.
P.I.C.
P.M.
Mechanical, Plumbing and Electrical Engineering:
PACE Collaborative, P.C 7814 Carousel Ln.
Eric Sweet
Henrico County 4301 East Parham Road Henrico, VA 23228
(804) 501-7770
David L. King
Richmond, VA 23294
(804) 270-7222
ELECT. E.O.R. Keith Neubert Matt Amos
COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH
ALSO APPLY TO THE DEMOLITION FLOOR PLANS:
A. "GENERAL NOTES FOR PROJECT"
B. "GENERAL NOTES FOR WORK RESTRICTIONS"
C. "GENERAL NOTES FOR REFLECTED CEILING PLANS"
THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS, AND THEY MAY
NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE
CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING
FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY
INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL IF ANY DEMOLITION
OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONSTRUCTION DOCUMENTS) CANNOT BE
PERFORMED DUE TO EXISTING FIELD CONDITIONS.
IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES (WHICH ARE SHOWN TO REMAIN)
ARE DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO THE ORIGINAL
FIRE PROTECTION REQUIREMENTS.
THE INTEGRITY OF EXISTING RATED FLOOR, PARTITION AND/OR ROOF ASSEMBLIES (WHICH ARE
SHOWN TO REMAIN) SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. AS
APPLICABLE, CONTACT DESIGN PROFESSIONAL TO VERIFY TESTED ASSEMBLIES TO BE USED FOR
REPAIRS.
REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL SHALL INCLUDE
MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED
THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR
ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING-TO-REMAIN FLOORS, PARTITIONS AND/OR ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE AND/OR SOUND
ASSEMBLIES, FIRE PROTECTION REQUIREMENTS AND STRUCTURAL INTEGRITY.
SEE ELECTRICAL DRAWINGS FOR DEMOLITION OF UTILITIES.
DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES
AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION [AHJ].
THE CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURES WITHOUT PRIOR WRITTEN
APPROVAL FROM THE DESIGN PROFESSIONAL AND/OR STRUCTURAL ENGINEER.
G100.
G101.
G102.
G103.
G104.
G105.
G106.
G107.
G108.
ALL EXISTING CEILING FIXTURES SUCH AS CAMERAS, SPEAKERS, SPRINKLERS, MECHANICAL FIXTURES, ETC. ARE TO BE MAINTAINED AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR INCORPORATING ALL PROJECTS ELEMENTS AS DEFINED IN THE
CONTRACT DOCUMENTS.
ACTUAL PHASING AND SEQUENCING TO BE AT THE DISCRETION OF THE CONTRACTOR; CONTRACTOR
SHALL SUBMIT A CONSTRUCTION PHASING/SEQUENCING PLAN AND PROJECT SCHEDULE WHICH
COMPLIES WITH THE ACCESS REQUIREMENTS INDICATED IN THESE PHASING PLANS AND REQUIREMENTS
OF THE CONTRACT DOCUMENTS.
THE AIRPORT IS A 24 HOURS/7 DAYS A WEEK FACILITY AND WILL REMAIN FULLY OPERATIONAL
THROUGHOUT THE CONSTRUCTION DURATION.
AIRPORT OPERATIONS, AIRLINE OPERATIONS AND PASSENGER ACCESS TO BE MAINTAINED AT ALL TIMES
DURING CONSTRUCTION.
COORDINATE WITH OWNER ANY ELEMENTS OF THE WORK THAT WILL IMPACT PASSENGER ACCESS TO
ANY PART OF THE AIRPORT.
FLIGHT ACTIVITY IS SUBJECT TO SCHEDULE CHANGES AND DAILY VARIATIONS DUE TO DELAYS.
ANY OVERNIGHT SHUT DOWN WILL NEED TO BE SCHEDULED A MINIMUM OF ONE WEEK IN ADVANCE AND
COORDINATED WITH THE OWNER.
CONTRACTOR SHALL MAINTAIN A SAFE PUBLIC ACCESS PATH DURING THE DURATION OF CONSTRUCTION
ACTIVITIES.
EMERGENCY EGRESS SHALL BE MAINTAINED AT ALL TIMES.
DEMOLITION WORK WITHIN THE LIMITS OF THE BUILDING FOOTPRINT THAT ARE CONSIDERED TO BE NOISY SHALL BE EXECUTED ONLY BETWEEN THE HOURS OF 11:00 PM AND 4:30 AM UNLESS OTHERWISE AGREED
UPON BY THE OWNER.
CONTRACTOR SHALL PROTECT ALL AIRPORT AND TENANT EQUIPMENT WHILE WORKING AROUND IT.
PROTECT ALL EXISTING FURNISHINGS THAT ARE NOT RELOCATED DURING WORK. COORDINATE
TEMPORARY RELOCATION OF ANY FURNISHINGS OR EQUIPMENT THAT NEED TO BE MOVED TO COMPLETE
NEW WORK.
DURING CONSTRUCTION CONTRACTOR SHALL SECURE WORK AREAS BY USING A FORM OF BARRIERS.
CONTRACTOR TO PROVIDE CLOSURE AND DETOUR SIGNAGE. COORDINATE WITH OWNER LOCATION OF
SIGNAGE.
SHUT DOWNS TO BE COORDINATED WITH OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE.
CONTRACTOR TO PROVIDE PROPER FALL PROTECTION IN AREAS WHERE REQUIRED.
WHERE CUTTING AND PATCHING OF EXISTING WALLS OR CEILINGS OCCUR, CONTRACTOR TO PROVIDE A SOFT CONSTRUCTION BARRIER CONSISTING OF 6 MIL (MIN) POLY CONSTRUCTION SHEETING TO CONTROL DUST. SOFT BARRIER IS TO BE ADEQUATELY SUPPORTED AND COMPLETELY SEALED AT ALL SHEET JOINTS AND AT FLOOR AND CEILING. WHERE CEILIING HEIGHT PROHIBIT SEALING THE BARRIER TO THE
CEILING A CAP IS TO BE PROVIDED.
CONTRACTOR REQUIRED TO FULLY CLEAN CURRENT WORK AREA PRIOR TO MOVING TO THE NEXT AREA.
CONTRACTOR TO BE FAMILIAR WITH SITE AND PROVIDE APPROPRIATE EQUIPMENT TO ACCESS LIGHTING FIXTURES. HEAVY EQUIPMENT WILL BE EVALUATED PRIOR TO USE AND IS SUBJECT TO USE BASED ON
EXISTING FLOOR CONSTRUCTION.
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D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
This Line is 3 Inches When Printed Full Size
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PROJECT
INFORMATION
G010 45533.46
06.17.2024
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PROJECT INFORMATION SHEET
PROJECT LOCATION
PROJECT AREA
GENERAL PROJECT NOTES
PROJECT TEAM
AUTHORITY HAVING JURISDICTION
PROJECT ABBREVIATIONS GENERAL NOTES FOR REFLECTED CEILING PLANS
GRAPHIC SYMBOLS LEGEND
GreshamSmith.com
GENERAL NOTES FOR DEMOLITION
GENERAL NOTES FOR WORK RESTRICTIONS
APPICABLE CODES:
2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VIRGINIA USBC) (IBC 2018)
2018 VIRGINIA MECHANICAL CODE (IMC)
2017 NATIONAL ELECTRICAL CODE (NEC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2018 VIRGINIA EXISTING BUILDING CODE
BUILDING DATA:
CONSTRUCTION TYPE: IIB
OCCUPANCY TYPE: S-2, LOW HAZARD STORAGE OPEN PARKING STRUCTURE
Sheet No. Sheet Name Discipline
GENERAL
G000 COVER SHEET GENERAL
G010 PROJECT INFORMATION GENERAL
ARCHITECTURE
A601 OVERALL PHASING PLAN - PHASE 1 ARCHITECTURE
A602 OVERALL PHASING PLAN - PHASE 2 ARCHITECTURE
A603 OVERALL PHASING PLAN - PHASE 3 ARCHITECTURE
A604 OVERALL PHASING PLAN - PHASE 4 ARCHITECTURE
A606 ELEVATOR ROOM REFLECTED CEILING PLANS ARCHITECTURE
ELECTRICAL
E001 LEGEND, NOTES AND ABBREVIATIONS ELECTRICAL
E101 FIRST FLOOR - LIGHTING PLAN - G5 GARAGE ELECTRICAL
E102 FIRST FLOOR - LIGHTING PLAN - G6 GARAGE ELECTRICAL
E103 FIRST FLOOR - LIGHTING PLAN - G7 GARAGE ELECTRICAL
E104 FIRST FLOOR - LIGHTING PLAN - G8 GARAGE ELECTRICAL
E105 NORTH & SOUTH GARAGE ELEVATOR ROOM LIGHTING
PLANS
ELECTRICAL
E801 FIRST FLOOR - PHOTOMETRIC PLAN - G5 GARAGE ELECTRICAL
E802 FIRST FLOOR - PHOTOMETRIC PLAN - G6 GARAGE ELECTRICAL
E803 FIRST FLOOR - PHOTOMETRIC PLAN - G7 GARAGE ELECTRICAL
E804 FIRST FLOOR - PHOTOMETRIC PLAN - G8 GARAGE ELECTRICAL
E805 NORTH & SOUTH GARAGE ELEVATOR ROOM
PHOTOMETRIC PLANS
ELECTRICAL
COMPLY WITH THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE REFLECTED
CEILING PLANS:
A. "GENERAL NOTES FOR DEMOLITION
B. "GENERAL NOTES FOR WORK RESTRICTIONS"
C. "GENERAL NOTES FOR PROJECT"
THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH ALL OTHER DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ERROR, INCONSISTENCY OR OMISSION
THAT IS DISCOVERED.
WHERE EXISTING LAY-IN CEILINGS ARE REMOVED AND RE-INSTALLED, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EITHER THE CEILING TILES OR THE GRID. DAMAGED TILES OR GRID SHALL BE REPLACED WITH NEW MATERIAL. THESE NEW MATERIALS SHALL MATCH THE EXISTING IN A UNIFORM MANNER FOR COLOR, TEXTURE, PATTERN, ETC. IF UNIFORMITY CANNOT BE ACHIEVED, THE CONTRACTOR SHALL REPLACE THE ENTIRE CEILING WITHIN THAT SPACE WITH NEW MATERIAL. THE CONTRACTOR SHALL PROVIDE NEW MATERIAL AS APPROVED BY
BOTH OWNER AND ARCHITECT.
THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S REFLECTED CEILING PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE.
EXISTING TO REMAIN ELEMENTS ARE SHOWN AS LIGHT GRAY LINES.
DRAWING INDEX
PROJECT CODE DATA
G01.
G02.
G03.
G04.
G05.
G600.
G603.
G602.
G601.
Revision No. Date Description
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5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
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12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
SOUTH GARAGE HOURLY
PARKING
SOUTH GARAGE
EXPANSION
SOUTH GARAGE DAILY
PARKING
D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
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NOT FOR
CONSTRUCTIO
N
OVERALL PHASING
PLAN - PHASE 1
A601 45533.46
06.17.2024
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GreshamSmith.com
B
CONCOURSE A CONCOURSE B
ATRIUM
DEPARTURES TERMINALAC
D
E F
G H I
J K L
G3
G4
G1
G2
G7
G8
G5
G6
ELEVATED ROADWAY
NORTH GARAGE SOUTH GARAGE
PLAN
NORTH
0' 15' 60'30' 90' 1" = 30'-0"1 FIRST FLOOR REFLECTED CEILING PLAN PHASE-1
Revision No. Date Description
PHASE 1
NO WORK SHALL BEGIN UNTIL ALL FIXTURES ARE IN-HAND, EITHER ON SITE OR IN
CONTRACTOR'S WAREHOUSE.
BEGIN WORK ON MAIN DRIVE LANES (PHASE 1) AND PLACE BARRIERS SHOWN. AIRPORT WILL
BEGIN TO CLOSE SOUTH GARAGE HOURLY AND DAILY PARKING WHEN WORK ON PHASE 1
BEGINS.
PHASE 1 WORK MUST BE COMPLETE PRIOR TO BEGINNING PHASE 2 WORK.
ELIMINATE THE ADDITIONAL OFF-MODULE FIXTURES AT THE ENTRANCE TO THE GARAGES.
PHASE DURATIONS:
DRIVE LANES (3 TOTAL) - (7) CALENDAR DAYS - WORK TO BE PERFORMED FROM 7:00 PM TO 4:00 AM AND SHALL INCLUDE FLAG MEN. PHASE 1 AREAS WILL BE OPEN TO TRAFFIC AT ALL TIMES.
NORTH AND SOUTH LOBBY TOWERS (2 TOTAL) - WORK CAN BE PERFORMED AS FILLER WORK,
BUT ALL WORK SHALL BE COMPLETED BY 11/15/2024
SYMBOLS
PLACE WATER-FILLED BARRIER
PREVIOUSLY PLACED WATER-FILLED BARRIER
DO NOT ENTER SIGN TEMPORARILY AFFIXED TO BARRIER
.9
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VA
N
VA
N
.9
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12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
PHASE 2-A
PHASE 2-B
PHASE 3
PHASE 2-B
D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
This Line is 3 Inches When Printed Full Size
IF
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EP
LA
C
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NOT FOR
CONSTRUCTIO
N
OVERALL PHASING
PLAN - PHASE 2
A602 45533.46
06.17.2024
R
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YR
D
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D
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H M
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D , V
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GreshamSmith.com
B
CONCOURSE A CONCOURSE B
ATRIUM
DEPARTURES TERMINALAC
D
E F
G H I
J K L
G3
G4
G1
G2
G7
G8
G5
G6
ELEVATED ROADWAY
NORTH GARAGE SOUTH GARAGE
PLAN
NORTH
Revision No. Date Description
0' 15' 60'30' 90' 1" = 30'-0"1 FIRST FLOOR REFLECTED CEILING PLAN PHASE-2
PHASE 2
MAINTAIN ALL BARRIERS FROM PHASE 1 AND INFILL WHERE NEEDED TO COMPLETELY
DISALLOW ACCESS TO PHASE 2 WORK AREA.
BEGIN WORK ON PHASE 2 WHEN SOUTH GARAGE HOURLY PARKING (PHASE 2-A) IS EMPTY, OR
AS INDICATED BY THE OWNER. IF PHASE 2-A AREA IS NOT CLEAR OF VEHICLES, WORK IN NORTH
OR SOUTH ELEVATOR LOBBY TOWER, UNTIL VEHICLES HAVE VACATED PHASE 2-A WORK AREA.
UPON COMPLETION OF PHASE 2-A, REMOVE ALL BARRIERS AND OPEN PHASE 2-A TO THE
PUBLIC. BEGIN WORK ON PHASE 2-B.
PHASE 2 WORK CAN BE COMPLETED AT ANY TIME OF DAY.
WHEN PHASE 2 WORK BEGINS, PLACE BARRIERS IN PHASE 3 AREA. OWNER WILL BEGIN TO
CLOSE PHASE 3 AREA AT THIS TIME.
PHASE 2 WORK MUST BE COMPLETE PRIOR TO BEGINNING PHASE 3 WORK.
PHASE DURATIONS:
PHASE 2A - (7) CALENDAR DAYS
PHASE 2B - (7) CALENDAR DAYS
PHASE 3 - (14) CALENDAR DAYS
NORTH AND SOUTH LOBBY TOWERS (2 TOTAL) - WORK CAN BE PERFORMED AS FILLER WORK,
BUT ALL WORK SHALL BE COMPLETED BY 11/15/2024
THE PARKING STALL CLOSURE WILL BE AS FOLLOWS:
PHASE 2A & 2B (HOURLY AND DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED
OPENING APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
PHASE 3 & 4 (DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED OPENING
APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
IN FILL BARRIERS
AFTER AREA HAS
BEEN VACATED
IN FILL BARRIERS
AFTER AREA HAS
BEEN VACATED
IN FILL BARRIERS
AFTER AREA HAS
BEEN VACATED
SYMBOLS
PLACE WATER-FILLED BARRIER
.9
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VA
N
VA
N
.9
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0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
PHASE 3-A
PHASE 3-C
PHASE
3-B
PHASE 4
PLACE BARRIER WHEN
PHASE 3-A IS
COMPLETE AND PRIOR
TO MOVING TO PHASE
3-B
PLACE YELLOW
CAUTION TAPE
BETWEEN COLUMNS
WHEN PHASE 3-A IS
COMPLETE AND
PRIOR TO MOVING
TO PHASE 3-B.
PLACE YELLOW
CAUTION TAPE
BETWEEN COLUMNS
WHEN PHASE 3-B IS
COMPLETE AND
PRIOR TO MOVING
TO PHASE 3-C
REMOVE AT THE
END OF PHASE 3-A
REMOVE AT THE
END OF PHASE 3-C
REMOVE AT THE
END OF PHASE 3-C
INFILL BARRIERS
AFTER AREA HAS
BEEN VACATED
INFILL BARRIERS
AFTER AREA HAS
BEEN VACATED
INFILL BARRIERS
AFTER AREA HAS
BEEN VACATED
PLACE AT THE END OF PHASE
3-A AND PROVIDE SIGNAGE
PLACE AT THE BEGINNING OF
PHASE 3 AND REMOVE AT THE
THE END OF PHASE 3-A
ADDITIONAL
PARKING
PLACE AT BEGINNING OF
PHASE 3
PLACE BARRIER WHEN
PHASE 3-B IS
COMPLETE AND PRIOR
TO MOVING TO PHASE
3-C
D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
This Line is 3 Inches When Printed Full Size
IF
B
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D oc s:
//R ic hm on d
In te rn at io na l A irp or t R
/4
.4
Ar ch
C en tra lR
.rv t
Au th or
C he ck er
Ap pr ov er
R
IC
S O
U
TH
G
AR
AG
E
LI
G
H
TI
N G
R
EP
LA
C
EM
EN
T
NOT FOR
CONSTRUCTIO
N
OVERALL PHASING
PLAN - PHASE 3
A603 45533.46
06.17.2024
R
IC
H
AR
D
E B
YR
D
T
ER
M
IN
AL
D
R
R
IC
H M
O N
D , V
A
GreshamSmith.com
B
CONCOURSE A CONCOURSE B
ATRIUM
DEPARTURES TERMINALAC
D
E F
G H I
J K L
G3
G4
G1
G2
G7
G8
G5
G6
ELEVATED ROADWAY
NORTH GARAGE SOUTH GARAGE
PLAN
NORTH
Revision No. Date Description
0' 15' 60'30' 90' 1" = 30'-0"1 FIRST FLOOR REFLECTED CEILING PLAN PHASE-3
PHASE 3
BEGIN WORK ON PHASE 3 WHEN PHASE 3 AREA IS EMPTY, OR AS INDICATED BY THE OWNER. IF
PHASE 3 AREA IS NOT CLEAR OF VEHICLES, WORK IN NORTH OR SOUTH ELEVATOR LOBBY
TOWER, UNTIL VEHICLES HAVE VACATED PHASE 3 WORK AREA.
UPON COMPLETION OF PHASE 3-A, INSTALL CAUTION TAPE ALONG COLUMN LINE AS INDICATED, INSTALL ADDITIONAL BARRIERS AS INDICATED, REMOVE ALL BARRIERS WITHIN PHASE 3-A AND
OPEN TO THE PUBLIC. BEGIN WORK ON PHASE 3-B.
REPEAT THIS PROCEDURE FOR PHASE 3-B AREA.
PHASE 3 WORK CAN BE COMPLETED AT ANY TIME OF DAY.
PHASE 3 WORK MUST BE COMPLETE PRIOR TO BEGINNING PHASE 4 WORK.
PHASE DURATIONS:
PHASE 3 – (14) CALENDAR DAYS
PHASE 4 – (14) CALENDAR DAYS
NORTH AND SOUTH LOBBY TOWERS (2 TOTAL) - WORK CAN BE PERFORMED AS FILLER WORK,
BUT ALL WORK SHALL BE COMPLETED BY 11/15/2024
THE PARKING STALL CLOSURE WILL BE AS FOLLOWS:
PHASE 2A & 2B (HOURLY AND DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED
OPENING APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
PHASE 3 & 4 (DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED OPENING
APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
SYMBOLS
PLACE WATER-FILLED BARRIER
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
PHASE
4-C
PHASE
4-B
PHASE
4-A
PHASE
4-D
REMOVE AT THE
END OF PHASE 4-A
PLACE YELLOW
CAUTION TAPE
BETWEEN
COLUMNS WHEN
PHASE 4-A IS
COMPLETE AND
PRIOR TO MOVING
TO PHASE 4-B.
PLACE YELLOW
CAUTION TAPE
BETWEEN
COLUMNS WHEN
PHASE 4-B IS
COMPLETE AND
PRIOR TO MOVING
TO PHASE 4-C.
PLACE YELLOW
CAUTION TAPE
BETWEEN
COLUMNS WHEN
PHASE 4-C IS
COMPLETE AND
PRIOR TO MOVING
TO PHASE 4-D.
REMOVE AT THE
END OF PHASE 4-D
IN FILL BARRIERS
AFTER AREA HAS
BEEN VACATED
IN FILL BARRIERS
AFTER AREA HAS
BEEN VACATED
PLACE AT THE END
OF PHASE 4-A, AND
REMOVE AT THE
END OF PHASE 4-C PLACE AT THE END
OF PHASE 4-C
D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
This Line is 3 Inches When Printed Full Size
IF
B
N U
M
BE
R
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6/
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PM
Au to de sk
D oc s:
//R ic hm on d
In te rn at io na l A irp or t R
/4
.4
Ar ch
C en tra lR
.rv t
Au th or
C he ck er
Ap pr ov er
R
IC
S O
U
TH
G
AR
AG
E
LI
G
H
TI
N G
R
EP
LA
C
EM
EN
T
NOT FOR
CONSTRUCTIO
N
OVERALL PHASING
PLAN - PHASE 4
A604 45533.46
06.17.2024
R
IC
H
AR
D
E B
YR
D
T
ER
M
IN
AL
D
R
R
IC
H M
O N
D , V
A
GreshamSmith.com
B
CONCOURSE A CONCOURSE B
ATRIUM
DEPARTURES TERMINALAC
D
E F
G H I
J K L
G3
G4
G1
G2
G7
G8
G5
G6
ELEVATED ROADWAY
NORTH GARAGE SOUTH GARAGE
PLAN
NORTH
Revision No. Date Description
0' 15' 60'30' 90' 1" = 30'-0"1 FIRST FLOOR REFLECTED CEILING PLAN PHASE-4
PHASE 4
BEGIN WORK ON PHASE 4 WHEN PHASE 4 AREA IS EMPTY, OR AS INDICATED BY THE OWNER. IF
PHASE 4 AREA IS NOT CLEAR OF VEHICLES, WORK IN NORTH OR SOUTH ELEVATOR LOBBY
TOWER, UNTIL VEHICLES HAVE VACATED PHASE 4 WORK AREA.
UPON COMPLETION OF PHASE 4-A, INSTALL CAUTION TAPE ALONG COLUMN LINE AS INDICATED, INSTALL ADDITIONAL BARRIERS AS INDICATED, REMOVE ALL BARRIERS WITHIN PHASE 4-A AND
OPEN TO THE PUBLIC. BEGIN WORK ON PHASE 4-B.
REPEAT THIS PROCEDURE FOR PHASES 4-B AND 4-C AREAS.
PHASE 4 WORK CAN BE COMPLETED AT ANY TIME OF DAY.
PHASE DURATIONS:
PHASE 3 – (14) CALENDAR DAYS
PHASE 4 – (14) CALENDAR DAYS
NORTH AND SOUTH LOBBY TOWERS (2 TOTAL) - WORK CAN BE PERFORMED AS FILLER WORK,
BUT ALL WORK SHALL BE COMPLETED BY 11/15/2024
THE PARKING STALL CLOSURE WILL BE AS FOLLOWS:
PHASE 2A & 2B (HOURLY AND DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED
OPENING APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
PHASE 3 & 4 (DAILY) – CLOSURE TO OCCUR AT THE SAME TIME. THE PHASED OPENING
APPROACH SHALL BE AS SHOWN IN THE PROPOSED PLAN.
SYMBOLS
PLACE WATER-FILLED BARRIER
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
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0"
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0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
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0"
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0"
0"
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0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
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0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
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0"
0"
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0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
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0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
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0"
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0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
0"
0"
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0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
0"
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0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
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0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"12'-6"25'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
/ 4
5 / 1 6"
3' 0"
5' 0"
55'-0" 55'-0" 55'-0" 55'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
5' 0"
55'-0"55'-0"55'-0"55'-0"55'-0"
12'-6"25'-0"12'-6"
55'-0"28'-0"24'-0"55'-0"55'-0" 3'-0"
VA
N
VA
N
.9
.5 .1
F G H H.
H.
2 J K
F G H J K
K.
K.
2 L
M N P Q R
0.
.5
.8
.8
.8
.8
.8
.5
.9
.7
.2
.5
.9
.9
.4
.2
.6
8.
6.
6.
K.
7.
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.5 .1
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VA
N
VA
N
REMOVE LIGHTS
FROM PLANTERS
CONTRACTOR TO PROVIDE TEMP. STAIR CLOSURE SIGN.
PROVIDE 3 ADDITIONAL DETOUR SIGNS IDENTIFYING EXIT TO
STAIRS WITHIN GARAGE
ELIMINATE LOWEST
SURFACE MOUNTED
FIXTURE
CONTRACTOR TO PROVIDE TEMP. STAIR CLOSURE SIGN.
PROVIDE 3 ADDITIONAL DETOUR SIGNS IDENTIFYING EXIT TO
STAIRS WITHIN GARAGE
CONTRACTOR TO PROVIDE TEMP. STAIR CLOSURE SIGN.
PROVIDE 3 ADDITIONAL DETOUR SIGNS IDENTIFYING EXIT TO
STAIRS WITHIN GARAGE
CONTRACTOR TO PROVIDE TEMP. STAIR CLOSURE SIGN.
PROVIDE 3 ADDITIONAL DETOUR SIGNS IDENTIFYING EXIT TO
STAIRS WITHIN GARAGE
REPLACE ALL FIXTURES IN THE
UNDERSIDE OF THE ROOF
REPLACE ALL
FIXTURES IN THE
UNDERSIDE OF THE
ROOF
D ra w n
By
C he ck ed
B y:
Ap pr ov ed
B y:
919 E Main Street Suite 1200
Richmond, VA 23219 804.788.0710
This Line is 3 Inches When Printed Full Size
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NOT FOR
CONSTRUCTIO
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ELEVATOR ROOM
REFLECTED CEILING
PLANS
A606 45533.46
06.17.2024
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GreshamSmith.com
0' 24'16'8'4' 1/8" = 1'-0"1 ELEVATOR ROOM FIRST FLOOR REFLECTED CEILING PLAN
0' 24'16'8'4' 1/8" = 1'-0"2 ELEVATOR ROOM SECOND FLOOR REFLECTED CEILING PLAN
0' 24'16'8'4' 1/8" = 1'-0"3 ELEVATOR ROOM THIRD FLOOR REFLECTED CEILING PLAN
0' 24'16'8'4' 1/8" = 1'-0"4 ELEVATOR ROOM FOURTH FLOOR REFLECTED CEILING PLAN
B
CONCOURSE A CONCOURSE B
ATRIUM
DEPARTURES TERMINALAC
D
E F
G H I
J K L
G3
G4
G1
G2
G7
G8
G5
G6
ELEVATED ROADWAY
NORTH GARAGE SOUTH GARAGE
Revision
MPS END View - Curve Lens
2.56" (65.02mm)
3.06" (77.7mm)
3.11" (79mm)
3" (76.2mm)
2.44" (62mm)
MPS END View - FLAT Lens
2.56" (65.02mm)
1.25" (31.8mm)
40.5" (1028.7mm)
46" (1168.4mm)
44" (1117.6mm)
Surface Mount Slots
48.06" (1220.7mm)
B1A
C D
B2
8" LED DOWNLIGHT RETROFITGARAGE PARKING FIXTURE
4' LED COVE STRIP EXIT LIGHTLED DOWNLIGHT
6" LED DOWNLIGHT RETROFIT
RECESSED, CEILING120-277173,500K LED
TYPE LUMENS LAMP TYPE VOLTAGE MOUNTING
2,000
INPUT WATTS
LITON LIGHTING, "CRTR8L" SERIES
LUMINAIRE DESCRIPTION:
1. PROVIDE SELF-FLANGED SATIN HAZE REFLECTOR WITH WHITE TRIM RING.
2. UTILIZES HIGH-BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, ENSURING
COOL-RUNNING OPERATION, CRI>80.
3. HIGH-EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER. PROVIDE DIMMABLE DRIVER.
4. CERTIFICATION: CETLUS LISTED. SUITABLE FOR DRY, DAMP, AND WET LOCATIONS.
7. RETROFIT: DESIGNED FOR USE WITH EXISTING 8" ARCHITECTURAL FLOURESCENT HOUSING.
SUPPLIED WITH JUNCTION BOX AND FLEXIBLE METAL CONDUIT FOR CONNECTION TO EXISTING
8. ATTIC STOCK: CONTRACTOR SHALL PROVIDE 5 SPARE LIGHT FIXTURES IN ADDITION TO THE
QUANTITIES INDICATED ON THE PLANS FOR ATTIC STOCK.
SURFACE, CEILING120-27748.14000K LED
TYPE LUMENS LAMP TYPE VOLTAGE MOUNTING
5,502
INPUT WATTS
CURRENT LIGHTING, " BEACON SRT2 EDGE-LIT" SERIES
LUMINAIRE DESCRIPTION:
1. HOUSING: DIE-CAST ALUMINUM. ONE PIECE MOLDED SILICONE GASKET.
2. OPTICS: EDGE-LIT ACRYLIC LIGHT GUIDE.
3. FINISH: CORROSION RESISTANT POWDER COAT. WHITE GLOSS SMOOTH.
4. DISTRIBUTION: TYPE 5 WIDE.
5. CERTIFICATION: LISTED TO UL1598 FOR USE IN WET LOCATION. IP65.
6. ATTIC STOCK: CONTRACTOR SHALL PROVIDE 10 SPARE LIGHT FIXTURES IN ADDITION TO THE
QUANTITIES INDICATED ON THE PLANS FOR ATTIC STOCK.
SURFACE, COVE MOUNT120-27718.13500K LED
TYPE LUMENS LAMP TYPE VOLTAGE MOUNTING
2,544
INPUT WATTS
LUMINAIRE DESCRIPTION:
1. HOUSING: COLD ROLLED STEEL HOUSING, FLAT END CAPS.
2. PROVIDE WITH CURVED, FROSTED ACRYLIC LENS. WIDE DISTRIBUTION.
3. HIGH-EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER, 0-10V DIMMING.
4. UL LISTED AND DAMP LOCATION LISTED AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND
LM-80 STANDARDS.
DETAIL BASED ON COLUMBIA LIGHTING, "MPS" SERIES
LUMINAIRE DESCRIPTION:
1. UV STABLE THERMOPLASTIC HOUSING
AND
LETTERS.
2. 6" TALL LETTERS.
3. RED ILLUMINATION PROVIDED BY LIGHT
EMITTING DIODES (LED). APPROXIMATELY
100 LED'S PER
FACE.
4. POWER FAILURE PROTECTION, BROWN
OUT PROTECTION, AND SURGE
PROTECTION.
5. SEALED, MAINTENANCE FREE, NICKEL
CADMIUM BATTERY WITH SOLID STATE
CHARGER AND OVERCHARGE
PROTECTION.
6. UNIVERSAL ARROWS AND BLANK OFF
PLATES.
7. SINGLE OR DOUBLE FACE AS INDICATED.
8. UNIVERSAL MOUNTING.
9. TEST BUTTON IN BOTTOM OF HOUSING.
10. INDICATOR LIGHTS TO INDICATE WHEN
UNIT IS ON NORMAL POWER OR ON
BATTERY
POWER.
11. WHITE FINISH.
DETAIL BASED ON DUAL-LITE LIGHTING, "EVE" SERIES
INDICATES WALL MOUNT 6" ABOVE DOOR TO BOTTOM OF FIXTURE.
INDICATES CEILING MOUNT.
11.5"
9"
UNIVERSAL MOUNT, CEILING, WALL120/2772LED
TYPE LAMP TYPE VOLTAGE MOUNTINGINPUT WATTS
LUMINAIRE DESCRIPTION:
1. LED DRIVER SHALL BE ELECTRONIC, HIGH POWER FACTOR ( > .95) WITH THD <20%, AND WITH
TRIAC: 100-5% DIMMING CAPABILITIES.
2. FIXTURE SHALL BE ALUMINUM BODY WITH ACRYLIC DIFFUSER.
3. FINISH SHALL BE WHITE.
4. FIXTURE SHALL BE 90 CRI.
5. UL LISTED AND DAMP LOCATION LISTED AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND
LM-80 STANDARDS.
DETAIL BASED ON MODERN FORMS, "ARGO" SERIES
SURFACE, CEILING120-27727.53500K LED
TYPE LUMENS LAMP TYPE VOLTAGE MOUNTING
2,109
INPUT WATTS
JUNCTION BOX.
TYPE LUMENS LAMP TYPE VOLTAGE MOUNTINGINPUT WATTS
LITON LIGHTING, "CRTR6L" SERIES
LUMINAIRE DESCRIPTION:
1. PROVIDE SELF-FLANGED SATIN HAZE REFLECTOR WITH WHITE TRIM RING.
2. UTILIZES HIGH-BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, ENSURING
COOL-RUNNING OPERATION, CRI>80.
3. HIGH-EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER. PROVIDE DIMMABLE DRIVER.
4. CERTIFICATION: CETLUS LISTED. SUITABLE FOR DRY, DAMP, AND WET LOCATIONS.
7. RETROFIT: DESIGNED FOR USE WITH EXISTING 6" ARCHITECTURAL FLOURESCENT HOUSING.
SUPPLIED WITH JUNCTION BOX AND FLEXIBLE METAL CONDUIT FOR CONNECTION TO EXISTING
8. ATTIC STOCK: CONTRACTOR SHALL PROVIDE 5 SPARE LIGHT FIXTURES IN ADDITION TO THE
QUANTITIES INDICATED ON THE PLANS FOR ATTIC STOCK.
RECESSED, CEILING120-277283,500K LED2,900
JUNCTION BOX.
LIGHTING ARRANGEMENT: ARRANGE LIGHTING FIXTURES IN
ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING
PLANS.
LIGHTING COORDINATION: COORDINATE LIGHTING FIXTURES WITH
GRILLES, DIFFUSERS, SPRINKLER HEADS, AND ACCESS PANELS,
ETC. PROVIDE FIXTURE MOUNTING BRACKETS, ACCESSORIES,
PLASTER FRAMES, ETC.. SUITABLE FOR THE CEILING TYPES
INDICATED ON THE ARCHITECTURAL PLANS.
LIGHTING CONTROL TESTING: UPON COMPLETION OF THE
INSTALLATION OF ALL LIGHTING SYSTEMS AND CONTROL DEVICES,
CONTRACTOR SHALL CONFIRM PROPER OPERATION OF ALL
LIGHTING CONTROLS, AND DEMONSTRATE PROPER OPERATION TO
THE OWNER AND/OR ENGINEER.
MATERIAL COORDINATION: VERIFY CEILING AND WALL
CONSTRUCTION AND MATERIAL PRIOR TO ORDERING LIGHT
FIXTURES OR OTHER DEVICES TO ENSURE PROPER FIXTURE OR
DEVICE IS FURNISHED TO MATCH CONSTRUCTION.
MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM
THE FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE
UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING
FIXTURES ARE TO THE BOTTOM OF THE FIXTURE UNLESS
OTHERWISE NOTED.
J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT
MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF
CIRCUITS WITHIN.
WIRING DEVICES: LABEL ALL WIRING DEVICES WITH PANELBOARD
AND CIRCUIT DESIGNATION PERMANENTLY ATTACHED WITH BLACK
TYPED DESIGNATION ON CLEAR TAPE.
GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK
SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED
UNDER THIS CONTRACT.
COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES
ON THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT
DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE
AND ADJUST ACCORDINGLY AS DIRECTED BY THE ENGINEER.
AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL
DRAWINGS TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN
RED AS THE PROJECT PROGRESSES IN ORDER TO KEEP AN
ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK
SHOWN ON THE DRAWINGS AND THE WORK WHICH IS ACTUALLY
INSTALLED. THESE MARKED DRAWINGS SHALL REFLECT ANY AND ALL
CHANGES AND REVISIONS TO THE ORIGINAL DESIGN WHICH EXISTS
IN THE COMPLETED WORK. DELIVER THE MARKED DRAWINGS TO THE
OWNER AT PROJECT CLOSE-OUT.
TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE
CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION
RESISTANCE TESTS ON ALL WIRING #6 OR LARGER TO ENSURE THAT
ALL PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS.
INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL
REQUIRED INSPECTION CERTIFICATES TO THE OWNER.
GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC
FOR THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT
FRAMES, CONDUITS, SWITCHES, CONTROLLERS, WIRE-WAYS,
NEUTRAL CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A
GROUNDING CONDUCTOR IN ALL POWER CONDUITS.
LIGHTING
EMERGENCY LIGHTING FIXTURE CONNECT TO LIFE SAFETY LIGHTING
CIRCUIT
DOWNLIGHT FIXTURE
EXIT LIGHTING FIXTURE, WITH DIRECTIONAL ARROWS AS INDICATED.
LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS.
ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO
PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A
MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12
PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING
CONDUCTOR IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS
AS REQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS. PROVIDE
NEUTRAL CONDUCTOR TO ALL WALL SWITCH OUTLET BOXES WHETHER
REQUIRED OR NOT. PROVIDE ADDITIONAL "SWITCH LEG" CONDUCTORS TO
PROVIDE THE LIGHT FIXTURE CONTROL INDICATED. MULTIPLE SINGLE
PHASE CONDUCTORS MAY BE GROUPED TOGETHER IN A COMMON CONDUIT
IN ACCORDANCE WITH THE NEC AND AT THE CONTRACTOR'S DISCRETION.
GROUNDING CONDUCTORS MAY BE SHARED AS ALLOWED BY THE NEC.
NEUTRAL CONDUCTORS SHALL NOT BE SHARED. MULTI-POLE BREAKERS
SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC WHERE MULTI-WIRE
BRANCH CIRCUITS ARE REQUIRED. CONDUIT LARGER THAN 1/2" AND
CONDUCTORS LARGER THAN #12 SHALL BE AS INDICATED.
AND
SUBSCRIPT 'x' INDICATES LIGHTING FIXTURE CONTROLLED AND ASSOCIATED CONTROL
DEVICE(S).
GENERAL
NEW WORK NOTE SYMBOL1
A
COVE LIGHTING FIXTURE
PARKING GARAGE LIGHTING FIXTURE
A AMPERE
AFF ABOVE FINISHED FLOOR
C CONDUIT
CFCI CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
CKT CIRCUIT
ETR EXISTING TO REMAIN
EXIST EXISTING
GND GROUND
LPW LUMENS PER WATT
LTG LIGHTING
MCB MAIN CIRCUIT BREAKER
MFR MANUFACTURER
MLO MAIN LUGS ONLY
MTD MOUNTED
NEC NATIONAL ELECTRICAL CODE
NIC NOT IN CONTRACT
OC ON CENTER
OFCI OWNER FURNISHED,
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED,
OWNER INSTALLED
P POLE
PF POWER FACTOR
PNL PANEL
Ø PHASE
PRI PRIMARY
SE SERVICE ENTRANCE
SEC SECONDARY
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VOLT
W WATTS/WIRE
DE DOMINION ENERGY
MOCP MAXIMUM OVER-CURRENT
PROTECTION
N NORMAL
OSP OUTSIDE PLANT
SCH SCHEDULE
GENERAL: DEMOLITION DRAWINGS ARE BASED ON EXISTING PLANS
AND FIELD INVESTIGATION PRIOR TO DEMOLITION. VISIT THE
EXISTING BUILDING PRIOR TO BID IN ORDER TO BECOME FAMILIAR
WITH THE EXISTING CONDITIONS AND IN ORDER TO AVOID
CONFLICTS.
DASHED ITEMS: ALL ITEMS…
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File details come from the government source that posted it. Updated .