checked by: revisions: date: drawn by: proj. no. : DIAMOND ADA WHEELCHAIR LIFT PROJECT 3001 N BOULEVARD RICHMOND, VIRGINIA COPYRIGHT 2016 BY HVC-CHENAULT ARCHITECTURAL CORPORATION. ALL RIGHTS RESERVED HVC CHENAULT h e n i n g v e s t c o v e y c h e n a u l t a r c h i t e c t u r a l c o r p o r a t i on 1710 east franklin street suite 100 richmond va 23223 (p) 804-225-9900 (f) 804-225-7288 5608 CRB SMR 09-27-2016 PERMIT REVIEW BID DOCUMENTS 10-19-16 ARCHITECT CONSULTANTS ARCHITECTURAL CORPORATION 1710 EAST FRANKLIN STREET, RICHMOND, VIRGINIA BOLD ROCK ENGINEERING GROUP HVC CHENAULT RICHMOND, VIRGINIA MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ENGINEERS DIAMOND ADA WHEELCHAIR LIFT PROJECT OWNER THE CITY OF RICHMOND, VIRGINIA
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A0.00
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COPYRIGHT © 2016 BY HVC-CHENAULT
ARCHITECTURAL CORPORATION.
ALL RIGHTS RESERVED
HV
C
CH
ENA
ULT
h e
n i n
g
v e
s t
c
o v
e y
c
h e
n a
u l
t
a r
c h
i t
e c
t u
r a
l
c o
r p
o r
a t
i on
1710
eas
t fr
ankl
in s
tree
t su
ite
100
rich
mon
d va
232
23 (
p) 8
04-2
25-9
900
(f) 8
04-2
25-7
288
5608
CRB
SMR
09-27-2016
PERMIT REVIEW
BID DOCUMENTS
10-19-16
ARCHITECT
CONSULTANTS
ARCHITECTURAL CORPORATION
1710 EAST FRANKLIN STREET, RICHMOND, VIRGINIA
BOLD ROCK ENGINEERING GROUP
HVC CHENAULT
RICHMOND, VIRGINIA
MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ENGINEERS
DIAMOND ADA WHEELCHAIR LIFT PROJECT
OWNER
THE CITY OF RICHMOND, VIRGINIA
COVER SHEETS
ARCHITECTURAL
West / Width / Wide / Water
SHEET WHERE SECT. IS DRAWN (BOTT.)
REVISION SYMBOL
COLUMN GRID
TOILET ACCESSORY REFERENCE
ELEVATION I.D. LETTER (TOP)
EXTERIOR ELEVATION REFERENCE :
ELEVATION I.D. LETTER (OUTSIDE)
SECTION REFERENCE :
INTERIOR ELEVATION REFERENCE :
SECTION ID NUMBER (TOP)
SHEET WHERE DET. IS DRAWN (BOTT.)
DETAIL REFERENCE :
DETAIL ID NUMBER (TOP)
PLAN SPOT ELEVATION
ELEVATION REFERENCE SYMBOL :
CMU PARTITION TYPE (ALPHABETIC)
HEIGHT DATUM
ROOM NAME
ROOM NUMBER
SOUND ATTENUATION
CARPET
SOLID C.M.U.
PLASTER
BLANKETS
BATT INSULATION
INSULATION RIGID
WOOD FINISHED
WOOD BLOCKING
PLYWOOD
WOOD ROUGH
METAL
C.M.U.
BRICK
FEC
GPDW
FRT
FTG
GAL
GA
GPM
GWT
GYP
HDR
HDW
HORZ
HM
HTG
HTR
HVAC
HR
INCL
INFO
INS
HW
INV
INCAND
INT
FD
FFE
FFL
FGL
FLR
FLUOR
FIN
ARCHITECTURAL ABBREVIATIONS LIST
BottomBOTT
Drain TileDT
CL
CMU
CO
CLR
CMT
CM
CLOS
CLG
CLS
CJ
BRK
BRG
BM
CURTAIN WALL OR STOREFRONT)
WINDOW TYPE (HOLLOW METAL AND
GRAPHIC SYMBOLS
GPDW PARTITION TYPE (NUMERIC)
DOOR NUMBER
LOUVER
EJ
EA
EL
ELEC
ELEV
EMER
EPS
EQ
DWG
E
EWC
EXIST
EXP
EXT
EXP JT
EXH
Center Line
Ceramic Mosaic Tile
Concrete Masonry Unit
Clean Out
Clear
Closure
Centimeter
Closet
Ceiling
Control Joint
Bench Mark
Bearing
Brick
Expanded Polystyrene
Electrical
Elevator
Emergency
Equal
Expansion Joint
Electric Water Cooler
Expansion Joint
Expansion / Expanded
Existing
Elevation
Exterior
Each
Drawing
Exhaust
East
ANOD
AVG
BET
BLDG
BLKG
BD
APPROX
ARCH
ATTEN
AUTO
APC
ALUM
AHU
ALT
ADJ
ACT
AFF
@
ACP
A/C
AB
COL
CONT
CONC
CONST
CORR
CPT
CSMT
CT
CW
D
DBL
DF
DEPT
DEMO
COOR'D
DIAM
DIM
DR
DN
DIV
DS
DIAG
Anodized
Architectural Precast Conc.
Average
Building
Blocking
Between
Board
Approximate
Architect(ural)
Attenuation
Automatic
Acoustical Ceiling Panel
Acoustical Ceiling Tile
Above Finished Floor
Air Conditioning
Air Handling Unit
Aluminum
Alternate
Adjacent
Anchor Bolt
At
Demolish / Demolition
Drinking Fountain
Diagonal
Division
Diameter
Dimension
Downspout
Down
Door
Double
Department
Drain
Corrugated / Corridor
Carpet
Ceramic Tile
Cold Water
Casement
Coordinate
Column
Construct(ion)
Continuous
Concrete
TRT Treat(ed)
Requirement
REV
RFG
RND
MATERIALS SYMBOLS
SPEC
POROUS FILL
CONCRETE
EARTH
OPP
OPN'G
MISC
NOM
MTD
MTG
MECH
MEMB
MFR
MED
MET
MAX
Air Conditioning
Include(d), (ing)
Incandescent
Insulate (ion)
Invert
Interior
Hot Water
Information
InchIN
Heating / Ventilating /
Horizontal
Hour
Heating
Heater
Height
Horsepower
HT
HP
Hose Bibb
Header
Hardware
Hollow Metal
Hollow CoreHC
HB
Not to Scale
Not in Contract
NTS
Opposite
Opening
On CenterOC
North
Number
Nominal
Material
NIC
NO
N
MTL
Manufacturer
Masonry Opening
Movement Joint
Miscellaneous
MIN Minimum
Millimeter
Mounting
Mounted
MO
MM
MJ
Mechanical
Maximum
Membrane
Metal
Medium
Storm Drain
Specification
Sheet
Similar
SleeveSL
SHT
SIM
SD
Reflect(ive), (ed), (or)
Revised, Revision
Right of Way
Rough Opening
Rooftop Unit
South / Sewer / Storm
Rain Leader
Round
Schedule
S
SCH
RO
RTU
R/W
Roofing
Right Hand
Room
RH
RM
RL
RFL
Vinyl Composition Tile
Vinyl Tile
Vent to Roof
Wood Base
Vertical
Without
Water Closet
W/O
WB
WD
WC
Wood
W/
W
VERT
VT
VTR
With
Undercut
Unfinished
Underground
Unit Heater
Vinyl Base
Unless Noted Otherwise
UNF
V
VB
VCT
UR
UNO
Volt
Urinal
U/C
UH
UG
TYP Typical
PCF
PWD
PVC
QTY
PLAM
PLAS
PLUMB
PVMT
PRELIM
REQD
REQMT
REFG
REINF
LAM
LAV
LBS
LAB
JST BRG
JAN
MACH
LLV
Glass / Glazing
Fire Retardant
Gallons Per Minute
Glazed Wall Tile
Gypsum Drywall
Gypsum
GL
Footing
Gauge
Gallon
Foot, FeetFT
Fire Extinguisher Cab.
Finished Floor
Fire Extinguisher
Finished Floor Elevation
Finished Floor Line
FF
Fiberglass
Floor
Fluorescent
Finish(ed)
Floor Drain
FE
Linear Foot (Feet)
Long Leg Horizontal
Long Leg Vertical
LL Live Load
Meter(s)
Machine
LightLT
M
LLH
Left Hand
Pounds
Lavatory
Laminate(d)
Laboratory
LF
LH
Janitor Closet
Junction Box
Joist Bearing
JC
Junction
Kitchen
Joint
Joist
KIT
JT
JST
JCT
Janitor
JB
Pavement
Refrigerator
Reinforce(d), (ing)
Roof DrainRD
Refer
Required
Regarding
REF
RE
Quantity
Plywood
Quarry TileQT
Pounds Per Cubic Foot
Plastic Laminate
Pounds Per Square Inch
Pounds Per Square Foot
Paint / Painted / Point
Polyvinyl Chloride
Plumbing
Preliminary
PSI
PT
PSF
Plaster
STR Structural
Threshold
Terrazzo
Synthetic
Symmetry(ical)
Subfloor
Suspended
Telephone
Top of Steel
Through
Tongue and Groove
System
THRU
THR
TOS
TZ
T&G
TEL
SUBFLR
SYM
SUS
SYN
SYS
Station
Stainless Steel
Square
Storage
Coefficient
Standard
Seating
Sound Transmission
ST Street
STL
STD
STG
STC
STO
Steel
SQ
SST
STA
BUILDING / CODE DATA
FLG Flashing
Access Floor PanelAFP
High Pressure LaminateHPL
DRAWING INDEX
GENERAL CONDITIONS
ALL WORK UNDER THIS SECTION SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH
VIRGINIA UNIFORM STATEWIDE BUILDING CODES, 2009 EDITION.
THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, LABOR, EQUIPMENT, MACHINERY,
AND ANY AND ALL OTHER ITEMS NECESSARY TO COMPLETE THE WORK.
CONTRACTOR SHALL OBTAIN NECESSARY APPROVAL, OBTAIN ALL PERMITS AND PAY
FEES REQUIRED FOR THE INSTALLATION OR THEIR WORK.
THE DRAWINGS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR MAY NEED TO MAKE FIELD
ADJUSTMENTS TO ACCOMMODATE ACTUAL FIELD CONDITIONS.
THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR THE GENERAL
CONSTRUCTION OF THE BUILDING, FOR FLOORS AND CEILING HEIGHTS, FOR LOCATIONS OF
WALLS, PARTITIONS, BEAMS, ETC.
MANUFACTURER'S LISTED ARE TO ESTABLISH A STANDARD OF QUALITY AND NOT
INTENDED TO LIMIT THE SELECTION TO THESE MANUFACTURERS.
CONTRACTOR SHALL VERIFY ALL LISTED MODEL NUMBERS WITH THE MANUFACTURERS TO
INSURE PROPER APPLICATION OF MATERIALS.
MATERIALS SHALL BE HANDLED, STORED AND PROTECTED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING HIS BID SO AS TO BE
THOROUGHLY FAMILIAR WITH THE JOB CONDITIONS AND/OR PECULIARITIES. NO EXTRA
PAYMENT WILL BE ALLOWED FOR ANYTHING WHICH COULD HAVE BEEN ANTICIPATED FROM
A VISIT TO THE SITE.
ALL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH OTHER TRADES
AND THE OWNER. ALL WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE TO
COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL
FEATURES OF CONSTRUCTION.
MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' WRITTEN
INSTRUCTIONS.
THE CONTRACTOR SHALL PERFORM ANY AND ALL TRENCHING EXCAVATION AND
BACKFILLING REQUIRED FOR THE INSTALLATION OF HIS WORK.
THE CONTRACTOR SHALL FURNISH ALL NECESSARY SCAFFOLDING, STAGING, SHORING,
RIGGING AND HOISTING REQUIRED FOR THE COMPLETION OF HIS WORK.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
ABT About
CAB Cabinet
BSMT Basement
BWR Built up roof
ACST Acoustic
AggregateAGG
AD Access Door
AP Access Panel
ASPH Asphalt
ASPH CONCAsphalt
ELECTRICAL
LOCATION / VICINITY MAPS
G1.0
G2.0 DWG. INDEX, ABBREV., BLDG. DATA, ETC.
COVER SHEET
A2.0ENLARGED PLANS, ELEVATIONS AND DETAILS
TYPE OF CONSTRUCTION :
TYPE OF OCCUPANCY :
APPLICABLE BUILDING CODES :
ESTIMATED OCCUPANT LOAD :
BUILDING AREA :
PROJECT LOCATION : 3001 N BOULEVARD
RICHMOND, VIRGINIA
OWNER : CITY OF RICHMOND, VIRGINIA
OWNER CONTACT :
A
1
A
AWP Acoustical Wall Panel
01
E0.01LEGEND, ABBREVIATIONS AND SPECIFICATIONS
E0.02ELECTRICAL OVERALL SITE PLAN
SITE
2012 (V) USBC
TYPE 1
BUILDING HEIGHT : NOT APPLICABLE
MR. GREGORY L. SALOMONE
PROJECT MANAGER
PHONE: (804) 646-3093
A1.0LOWER LEVEL FLOOR PLAN
FIL Fill, Filler
A5
NOT APPLICABLE - NO CHANGE
NOT APPLICABLE
IN OCCUPANCY OR BUILDING AREA
N
.
B
O
U
L
E
V
A
R
D
R
O
B
I
N
H
O
O
D
R
D
HE
RM
IT
AG
E R
D
ELLEN RD
ARLINGTON RD
B
O
U
L
E
V
A
R
D
W
A
V
E
O
F
C
H
A
M
P
I
O
N
S
9
5
SHERWOOD AVE
E1.01ELECTRICAL POWER ENLARGED PLAN
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date:
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proj. no. :
DIA
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2nd Line Sheet Name
A0.00
30
01
N
B
OU
LE
VA
RD
RIC
HM
ON
D, V
IR
GIN
IA
COPYRIGHT © 2016 BY HVC-CHENAULT
ARCHITECTURAL CORPORATION.
ALL RIGHTS RESERVED
HV
C
CH
ENA
ULT
h e
n i n
g
v e
s t
c
o v
e y
c
h e
n a
u l
t
a r
c h
i t
e c
t u
r a
l
c o
r p
o r
a t
i on
1710
eas
t fr
ankl
in s
tree
t su
ite
100
rich
mon
d va
232
23 (
p) 8
04-2
25-9
900
(f) 8
04-2
25-7
288
5608
CRB
SMR
09-27-2016
PERMIT REVIEW
BID DOCUMENTS
10-19-16
92°59'24"
A2.0
1
LOCATION OF
WHEELCHAIR
LIFT
WHEELCHAIR
LIFT
2'-0"
1'-0
"
4'-6
"
WEIGHTED BASE
2" DIA.
GALV.
POST
ROUNDED CORNERS
checked by:
revisions:
date:
drawn by:
proj. no. :
DIA
MO
ND
A
DA
W
HE
ELC
HA
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LIF
T P
RO
JE
CT
30
01
N
B
OU
LE
VA
RD
RIC
HM
ON
D, V
IR
GIN
IA
COPYRIGHT © 2016 BY HVC-CHENAULT
ARCHITECTURAL CORPORATION.
ALL RIGHTS RESERVED
HV
C
CH
ENA
ULT
h e
n i n
g
v e
s t
c
o v
e y
c
h e
n a
u l
t
a r
c h
i t
e c
t u
r a
l
c o
r p
o r
a t
i on
1710
eas
t fr
ankl
in s
tree
t su
ite
100
rich
mon
d va
232
23 (
p) 8
04-2
25-9
900
(f) 8
04-2
25-7
288
5608
CRB
SMR
09-27-2016
PERMIT REVIEW
BID DOCUMENTS
10-19-16
SCALE : 1/16" = 1'-0"
LOWER LEVEL PLAN
LOWER LEVEL
FLOOR PLAN
A1.0
PROVIDE (3) DIRECTIONAL SIGNS AT
LOCATIONS TO BE DETERMINED LATER
0"
2"
CONC. COLUMN
EDGE OF CONC. ABOVE
WHEEL CHAIR LIFT
PLATFORM
LIFT ENCLOSURE
CHAIN LINK FENCE
CONC. WALL
CONC. WALK
RAMP BY LIFT MFR
CHAIN LINK FENCE
F
DISCONNECT
SWITCH
CALL STATION (MUST
BE CLEAR OF DOOR IN
OPEN POSITION)
CROSS SLOPE
A2.0
3
A2.0
4
A2.0
5
A2.0
6
CALL STATION
EDGE OF CONC.
(UPPER LEVEL)
LIFT PLATFORM
LIFT ENCLOSURE
BASE PLATFORM
BY LIFT MFR.
CONC. WALL W/ CHAIN
LINK FENCE
CONC. WALK BELOW
CONC. WALL AT STAIR
(EXIST.)
SECTION OF EXISTING
WALL TO BE REMOVED
(APPROX. 6'-0" TOTAL)
FACE OF WALL
1
2"
PORTION OF WALL TO
BE REPLACED
A2.0
3
A2.0
4
A2.0
5
A
REAR VIEW
STAIR
DOOR CONTROL
WALL
SLOPE
3" SUB BASE BY LIFT MFR. SHIM
AS REQUIRED WITH PRESSURE
TREATED LUMBER.
T/CONC ELEV. 14'-2"
EXISTING CONTROL
JOINT
PLEXIGLAS PANEL
(TYP.)
T/CONC ELEV. 0'-0"
WHEELCHAIR LIFT
ENCLOSURE
CONC. WALL @
STAIR
DOOR CONTROL
T/CONC. WALL
DISCONNECT
SWITCH
3" SUB BASE BY LIFT MFR.
PROVIDE TREATED WOOD SHIMS
FOR LEVELING
3'-0"
RAMP
7
PLEXIGLAS PANEL
(TYP.)
T/CONC ELEV. 0'-0"
T/CONC ELEV. 14'-2"
FRONT VIEW
WHEELCHAIR LIFT
ENCLOSURE
CONC. WALL
GRADE
T/CONC ELEV. 0'-0"
0"
SLOPE
3" SUB BASE BY LIFT MFR. SHIM
AS REQUIRED WITH PRESSURE
TREATED LUMBER.
PLEXIGLAS PANEL
(TYP.)
VENT (WITH ENCLOSURE)
T/CONC ELEV. 14'-2"
PLEXIGLAS PANEL
(TYP. TOP 2 PANELS
ONLY)
ANCHOR POINT
(ALTERNATE)
WHEELCHAIR LIFT
ENCLOSURE
2"
METAL CLOSURE PANEL
CONC. WALL
SURFACE MTD. CALL STATION
EXPOSED CONDUIT
(PAINT TO MATCH CONCRETE)
TO LIFT CONTROLS
THRESHOLD BEYOND BY LIFT MFR.
A
6 1
/2
"
2'-0
"
3'-6
"
6"
T-CONC. 14'-2"
3"
1/2" JOINT (CAULK AND SHIMS)
NOTE: DOWEL REPLACEMENT WALL
TO EXISTING WALL AND FLOOR.
EXISTING 4X3 STEEL TUBE (2 THUS)
TO BE REMOVED WITH WALL.
THRESHOLD BY LIFT MFR.
METAL CLOSURE PANEL
BY LIFT MFR.
2"
2"
WALL (NEW INFILL
APPROX. 30" LONG)
EDGE OF CONC.
checked by:
revisions:
date:
drawn by:
proj. no. :
DIA
MO
ND
A
DA
W
HE
ELC
HA
IR
LIF
T P
RO
JE
CT
30
01
N
B
OU
LE
VA
RD
RIC
HM
ON
D, V
IR
GIN
IA
COPYRIGHT © 2016 BY HVC-CHENAULT
ARCHITECTURAL CORPORATION.
ALL RIGHTS RESERVED
HV
C
CH
ENA
ULT
h e
n i n
g
v e
s t
c
o v
e y
c
h e
n a
u l
t
a r
c h
i t
e c
t u
r a
l
c o
r p
o r
a t
i on
1710
eas
t fr
ankl
in s
tree
t su
ite
100
rich
mon
d va
232
23 (
p) 8
04-2
25-9
900
(f) 8
04-2
25-7
288
5608
CRB
SMR
09-27-2016
PERMIT REVIEW
BID DOCUMENTS
10-19-16
SCALE : 1/2" = 1'-0"
ENLARGED LOWER LEVEL PLAN
SCALE : 1/2" = 1'-0"
ENLARGED UPPER LEVEL PLAN
SCALE : 1/4" = 1'-0"
REAR ELEVATION
SCALE : 1/4" = 1'-0"
RIGHT ELEVATION
SCALE : 1/4" = 1'-0"
FRONT ELEVATION
SCALE : 1/4" = 1'-0"
LEFT ELEVATION
SCALE : 1" = 1'-0"
SECTION @ UPPER LANDING
SCALE : 1" = 1'-0"
DETAIL
ENLARGED PLANS,
ELEVATIONS &
DETAILS
A2.0
SECTION SHOWS NEW AND EXISTING WALL.
TUBE STEEL NOT REQUIRED IN NEW SECTION.
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