PROVIDE ATTACHMENT OF RUNNER
TRACK TO STRUC @
EA END OF THE LONGITUDINAL BRACE
PARTN TYPE, AS SCHEDULED
MET STUD ANCHOR BRACKET
STEEL CLIP, MIN 4"X4"X12 GA, ATTACH W/
MIN (2) #10 SELF TAP SM
SCREWS (LATERAL LOAD IN SHEAR)
MIN 2-1/2" x 20 GA @ 16" OC,
VERTICAL MET STUD SOFFIT FRAMING
4" x 4" x 3/8" x 2"L BENT STEEL
SUPPORT CLIP @ EACH END OF
SHADE HOUSING, ATTACH W/ MIN
(2) # 10 SELF TAP SM SCREWS
PARTITION TYPE, AS
SCHEDULED
STEEL CLIP, MIN 1" x 2" x 4"L x 12
GA, ATTACH W/ MIN (2) #10 SELF
TAP SM SCREWS
MIN 12 GA LATERAL BRACING
WIRE, FASTEN W/ MIN (4) TIGHT
TURNS W/IN 1-1/2" DISTANCE
MIN 2-1/2" x 20 GA TOP &
BOTTOM MET RUNNER TRACKS
APC CEILING, AS SCHEDULED
1 3/8"
GLAZED OPENING FRAME, AS
SCHEDULED
JAMB
16
APC-RECESSED BLACK-OUT SHADE DET
A940-2231B
3" = 1'-0"
12
SOFFIT FRAMING LONGITUDINAL BRACE
3/4" = 1'-0"
A940-1015A
3" = 1'-0"
STEEL TRAPEZE ASSEMBLY, AS
SCHED (MIN UNISTRUT P1001,
OR EQ)
BOTTOM OF
METAL DECK
MET PLATE COVER, ATTACH
TO CHANNEL MOULDING
@ FIXED ENDS
45.0
0°
LATERAL
BRACING
POP-RIVET FASTENER @
EACH RUNNER TRACK
7/8" MIN
ATTACH RUNNER TRACK TO
SM STRAP W/ MIN (2) #10 SELF
TAP SM SCREWS @12" OC
VERTICAL
BRACING
15
APC - EXPANSION JOINT DETAIL
A940-2120C
3" = 1'-0"
STEEL TRAPEZE ASSEMBLY,
AS SCHEDULED
WIRE ATTACHMENT-METAL DECK ROOF
4
A940-1010C
3" = 1'-0"
LATERAL BRACE FASTENER: MIN
3/8" EB, MIN 2" EMBEDMENT,
UL COMPLYING FASTENER (HILTI
KB-II, OR EQ)
VERT HANGER WIRE
COMPRESSION STRUT FASTENER:
MIN 1/8" PDF, MIN 1-1/4"
EMBEDMENT, UL COMPLYING
FASTENER (HILTI CC27, OR EQ)
SPRAY-ON FIREPROOFING,
WHERE OCCURS
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
METAL DECK W/
STRUC CONC FILL
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
2" x 12" x 18 GA @ 12"OC SM STRAP,
ATTACH W/ MIN (2) #10 SELF TAP SM
SCREWS
MET DECK, MIN 20 GA
All reproduction & intellectual property rights reserved © 2008
In Association with
11
MIN 2-1/2" x 20
GA LONG LEG MET
RUNNER TRACK,
ATTACH W/ MIN
(2) #10 SELF TAP
SM SCREWS @ 12"
OC
MIN 12 GA VERT HANGER
WIRE, FASTEN W/ MIN (3)
TURNS W/IN 1-1/2" DISTANCE
MIN 2-1/2" x 20 GA
@ 16" OC MET STUD
VERTICAL SOFFIT
FRAMING, ATTACH TO
RUNNER TRACK
W/MIN (2) #8 SELF TAP
SM SCREWS
3/16"x3" STEEL U CLIP &
3/8" DIA STEEL ALL
THREAD ROD, ATTACH W/
MIN (2) #10 SELF TAP SM
SCREWS (MAX LOAD 200
LB)
NOTE:
PROVIDE FASTENERS COMPLYING W/ UL EX-2258
(TEST 1 OF 10 VERT CLIPS @200 LB, TEST 1 OF 2
LATERAL CLIPS @ 440 LB)
SOFFIT FRAMING ATTACHMENT DETAIL
TRAPEZE CONNECTIONS DETAIL
7
A940-1050B
3" = 1'-0"
STEEL CLIP, MIN
1" x 2" x 1"L x
12 GA
0°
45.0
7/8"
ELEC JUNCTION BOX &
SUSPENDED LIGHT/EQUIP
ASSEMBLY, ATTACH W/ MIN
(2) #10 SELF TAP SM
SCREWS (MAX LOAD 200 LB)
MIN 12 GA LATERAL BRACING WIRE
STEEL CLIP, OR COMPRESSION
STRUT, ATTACH W/ MIN (2) #10
SELF TAP SM SCREWS
SPRAY-ON
FIREPROOFING,
WHERE OCCURS
7/8"x 2" MET CHANNEL
MOULDING, EACH SIDE OF
EXPANSION JOINT
BUCKS COUNTY
JUSTICE CENTER
County of Bucks
COMPRESSION STRUT, AS
SCHED, ATTACH W/ MIN (2)
#10 SELF TAP SM SCREWS
45.0
0°
APC CLG TILE
2" 2"
UON
MIN 2-1/2" x 20 GA x 12"L LONG LEG
MET RUNNER TRACK, ATTACH W/ MIN
(4) #10 SELF TAP SM SCREWS
Project
Doylestown, PA
MIN 2-1/2" x 20 GA @48" OC MET
STUD LATERAL BRACING, ATTACH W/ MIN
(2) #8 SELF TAP SM SCREWS
APC MET MAIN RUNNERS
8" 4"
MAX
MIN 12 GA VERT
HANGER WIRE,
FASTEN W/ MIN (3)
TIGHT TURNS W/IN
1-1/2" DISTANCE
NOTE:
PROVIDE FASTENERS COMPLYING W/ UL
EX-2258 (TEST 1 OF 10 VERTICAL CLIPS @
200 LB, TEST 1 OF 2 LATERAL CLIPS @ 440
LB)
LATERAL BRACING WIRE ATTACHMENT
8
A940-1050C
6.
ALL CEILING WORK SHALL BE IN CONFORMANCE WITH THE
CURRENT EDITION OF THE PENNSYLVANIA UNIFORM
CONSTRUCTION CODE IBC 2006. AND THE APPLICABLE
REFERENCE STANDARD ASTM C636 FOR SEISMIC IBC
CATEGORY B.
ALL SUSPENSION SYSTEMS SHALL BE MINIMUM
CLASSIFICATION GRADE ESTABLISHED IN ASTM C636.
ALUMINUM SUSPENSION SYSTEMS SHALL BE USED IN ALL
HIGH HUMIDITY AREAS.
ALL CEILING GRIDS SHALL BE CENTERED IN ROOMS UON.
ALL CEILING MOUNTED COMPONENTS INCLUDING SPRINKLER
HEADS, LIGHT FIXTURES AND MECHANICAL DIFFUSERS SHALL
BE CENTERED IN THE CEILING GRID UON.
PLACEMENT OF CEILING ACCESS DOORS SHALL BE
APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.
PAINT ACCESS DOORS TO MATCH ADJACENT SURFACES.
CEILING HANGERS SHALL ONLY SUPPORT THE CEILING
SYSTEM. PLENUM ELEMENTS INCLUDING ELECTRICAL
CABLES, PIPING AND DUCTWORK SHALL BE INDEPENDENTLY
SUPPORTED. REFER TO THE MEP/FP DRAWINGS FOR
LOCATION AND DESIGN OF THOSE SYSTEMS.
Prepared For
NOTE:
PROVIDE FASTENERS COMPLYING W/
UL EX-2258 (TEST 1 OF 2 LATERAL
CLIPS @ 440 LB)
NOTE:
PROVIDE LONGITUDINAL BRACE @MAX
20 FT OC, AT EACH SOFFIT FRAMING
ASSEMBLY GREATER THAN 3'H x 8'L
5.
5/8" MAX
MIN 12 GA LATERAL BRACING
WIRE, FASTEN W/ MIN (4)
TIGHT TURNS W/IN 1-1/2"
DISTANCE
ATTACH LONGITUDINAL BRACE TO MIN (4)
VERTICAL MET STUDS
ALUM BLACK OUT SCREEN GUIDE
CHANNEL, AS SCHEDULED
METAL DECK, MIN
20 GA
STEEL CLIP, MIN
1" x 2" x 1"L x
12GA, ATTACH W/
MIN (2) #10 SELF
TAP SM SCREWS
0°
45.0
MIN 2-1/2" x 20 GA MET STUD LONGITUDINAL
BRACE, ATTACH TO EACH MET STUD W/ (2) #
10 SELF
TAP SM SCREWS & (3) #10 SELF
TAP SM SCREWS @ TOP & BTM RUNNER
TRACKS
3/4" x 1-1/2" MET PERIMETER
MOULDING
3.
4.
0°
45.0
3/8"
7 1/4"
1.
2.
VERT HANGER WIRE,
MAX 8" FROM END
OF MET RUNNER,
CONT UP TO STRUC
1 1/2"
SPRAY-ON FIREPROOFING,
WHERE OCCURS
CEILING NOTES:
PARTITION ANCHOR BRACKET,
AS SCHEDULED
BLACK OUT SCREEN & HOUSING
HEAD
OPTIONAL VERT HANGER WIRE
ATTACHMENT :
WIRE-TIE TO MIN #3 REBAR X
18"L W/ (3) WRAPS AROUND
REBAR AND (1) AROUND WIRE
A940-1020B
3" = 1'-0"
MIN 12 GA VERT
HANGER WIRE,
FASTEN W/ MIN
(3) TIGHT TURNS
W/IN 1-1/2"
DISTANCE
MIN 12 GA LATERAL
BRACING WIRE, FASTEN
W/ MIN (4) TIGHT
TURNS W/IN 1-1/2"
DISTANCE
5/8" MAX
COMPRESSION STRUT,
AS SCHEDULED
STEEL CLIP, MIN
1" x 2" x 1"L x 12
GA
NOTE:
PROVIDE FASTENERS COMPLYING W/ UL EX-2258
(TEST 1 OF 10 VERT CLIPS @200 LB, TEST 1 OF 2
LATERAL CLIPS @ 440 LB)
WIRE ATTACHMENT - METAL DECK
3
A940-1010B
3" = 1'-0"
Key Plan
BOTTOM OF
STRUCTURE
12 GA VERT
HANGER WIRE @48" OC,
CONT UP TO STRUC
PARTN TYPE
AS3SCHED
3/4"
LATERAL
BRACING
SPRAY-ON
FIREPROOFING, WHERE
OCCURS
ATTACH RUNNER
TRACK TO SM STRAP
W/ MIN (2) #10 SELF TAP
SM SCREWS @12" OC
APC MET
CROSS RUNNER
3/8"X3/8" MET
PERIMETER REVEAL
MOULDING
VERTICAL
BRACING
APC - SUSPENSION DETAIL
A940-2110B
3" = 1'-0"
10
3" = 1'-0"
CONC STRUC, OR METAL
DECK W/ STRUC CONC
FILL
MIN 3/8" DIA STEEL ALL
THREAD HANGER ROD, @
EACH END OF EACH
TRAPEZE ASSEMBLY
METAL DECK
W/ CONC FILL
STEEL CLIP, MIN
1" x 2" x 1"L x 12GA
METAL STUD LATERAL BRACING, AS SCHED,
ATTACH TO STEEL TRAPEZE ASSEMBLY
CEILING ASSEMBLY AS SCHED
ATTACH VERT HANGER WIRES & LATERAL
BRACING WIRES, WHERE OCCURS, TO
STEEL TRAPEZE ASSEMBLY
PARTN TYPE AS SCHED
MIN (2) #8 LATERAL BRACING WIRES @ EACH
END OF TRAPEZE, EACH PAIR SPLAYED 90°
FROM EACH OTHER & 45° FROM HORIZ
PLANE
6
ATTACH STEEL U
CLIP W/ MIN (2)
#10 SELF TAP SM
SCREWS
NOTE: PROVIDE FASTENERS COMPLYING W/ UL EX2258 (TEST 1 OF 10 VERT CLIPS @ 200
LB, TEST 1 OF 2 LATERAL CLIPS @ 440 LB)
TRAPEZE SUPPORT DETAIL
1" = 1'-0"
A940-1020A
MIN 12 GA VERT
HANGER WIRE,
FASTEN W/ MIN (3)
TIGHT TURNS W/IN 11/2" DISTANCE
MIN 12 GA LATERAL
BRACING WIRE,
FASTEN W/ MIN (4)
TIGHT TURNS W/IN
1-1/2" DISTANCE
STRUCTURAL STEEL BEAM
DEVICE/LIGHT JUNCTION BOX,
ATTACH W/ MIN (2) #10 SELF TAP
SM SCREWS (MAX LOAD 200 LB)
METAL DECK ROOF
3/8" MIN
1/2" MAX
MIN 12 GA
LATERAL BRACING
WIRE, FASTEN W/
MIN (4) TIGHT
TURNS W/IN
1-1/2" DISTANCE
SPRAY-ON FIREPROOFING,
WHERE OCCURS
MIN 6" x 12" x 12GA STEEL
ANCHOR STRAP, ATTACH W/ MIN
(2) 1/8" PDF, W/ MIN 1-1/4"
EMBEDMENT (HILTI DS32, OR EQ)
APC MET CROSS RUNNER
METAL DECK W/
CONC FILL
7/8" X 7/8" MET
PERIMETER MOULDING
13
APC - SUSPENSION DETAIL
9
3" = 1'-0"
A940-2110A
EQ
A940-1012A
5
YYYY-MM-DD
FLUSH MTD CLG ACCESS
PANEL, WHERE OCCURS
GYP BOARD CLG OR SOFFIT
EQ
1 X 1 CONCEALED SPLINE
ACOUSTIC CLG SYSTEM
2 X 4 APC MET
SUSPENSION GRID
STEEL CLIP, MIN
1" x 2" x 1"L x 12GA,
ATTACH W/ MIN 1/8" PDF,
1/2" EMBEDMENT (HILTI
CC27, OR EQ)
MIN 12 GA VERT HANGER
WIRE, FASTEN W/ MIN (3)
TIGHT TURNS W/IN 1-1/2"
DISTANCE
COMPRESSION STRUT, AS
SCHED, ATTACH W/ MIN
1/8" PDF, 1/2" EMBEDMENT
(HILTI CC27,
OR EQ)
EQ
FLUSH MTD FLUORESCENT
LIGHT FIXT AS SCHED, "F1"
INDICATES FIXT TYPE, WHERE
NOTED
EQ
F1
F
PENDANT MTD INDIRECT
LIGHT FIXT, AS SCHED
CLG MTD SPRINKLER HEAD
AS SCHED, ALIGN W/CL OF
CLG GRID AND CL OF
ADJOINING MECH/ELEC
DEVICES WHERE OCCURS
FLUSH MTD CLG DEVICE
SYMBOL, AS SCHED
1
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
CEILING DETAILS
12"
FLUSH MTD 1 X 1 MECH
DIFFUSER, AS SCHED
A940-1010D
Drawn by
FLUSH MTD 2 X 2 MECH
DIFFUSER, AS SCHED
12"
WIRE ATTACHMENT - STEEL BEAM
3" = 1'-0"
Revision Description
2 X 2 APC MET
SUSPENSION GRID
NOTE:
PROVIDE FASTENERS COMPLYING W/ UL EX-2258
(TEST 1 OF 10 VERT CLIPS @200 LB, TEST 1 OF 2
LATERAL CLIPS @ 440 LB)
ELEC DEVICE ATTACHMENT-MET DECK DETAIL
3" = 1'-0"
STEEL CLIP, MIN
1" x 2" x 1"L x 12 GA, ATTACH W/
MIN 1/8" PDF, 1/2" EMBEDMENT
(HILTI CC27, OR EQ)
DEVICE/LIGHT JUNCTION BOX,
ATTACH W/ MIN (2) #10 SELF TAP
SM SCREWS (MAX LOAD 200 LB)
2010/09/27
LIGHT FIXTURE AS SCHED,
LOCATE AT CENTER LINE OF
GRID, UON
5/8" MAX
METAL DECK, W/ STRUC CONC FILL
APC CEILING TILE
SPRAY-ON FIREPROOFING,
WHERE OCCURS
MIN 6" x 12" x 12GA STEEL
ANCHOR STRAP, SPAN MIN (2)
DECK FLUTES, ATTACH W/ MIN (4)
#10 SELF TAP SM SCREWS
APC MET MAIN RUNNER
ISSUED FOR BID
No.
SPRAY-ON FIREPROOFING,
WHERE OCCURS
PARTN TYPE
AS3SCHED
3/4"
1
YYYY-MM-DD
A940-1010A
3" = 1'-0"
ALIGN W/ CL OF CLG GRID
& DIMEN PT 1'-0"
AS INDICATED
8" MAX
Issue Description
WIRE ATTACHMENT - CONC STRUCTURE
ALIGN LIGHT FIXT & DEVICES
OF CLG
EQ W/
EQCL EQ
EQ GRID
EQ EQ .
PARTN TYPE
AS3SCHED
3/4"
No.
NOTE:
PROVIDE FASTENERS COMPLYING W/ UL
EX-2258 (TEST 1 OF 10 VERT CLIPS @200 LB,
TEST 1 OF 2 LATERAL CLIPS @ 440 LB)
STEEL CLIP, MIN
1" x 2" x 1"L x 12 GA
2
5/8" MAX
COMPRESSION STRUT,
AS SCHEDULED
METAL DECK, MIN 20 GA
12 GA VERT HANGER
WIRE @48" OC, CONT
UP TO STRUC
N
MECH DUCT, OR OTHER
OBSTRUCTION
STEEL TRAPEZE ASSEMBLY @ 48" OC,
UON (MIN UNISTRUT P1001, 12 GA
STEEL TRAPEZE ASSEMBLY OR EQ)
MIN 2-1/2"x20 GA
@ 16" OC MET
STUD VERTICAL SOFFIT
FRAMING, ATTACH TO
RUNNER TRACK W/ MIN (2)
#8 SELF TAP SM SCREWS
A940-1050A
B
METAL DECK
ROOF
METAL DECK ROOF
ASSEMBLY
MIN 2-1/2"x20
GA LONG LEG MET
RUNNER TRACK,
ATTACH W/ MIN
3/8" EB @ 12"
OC, MIN 2"
EMBEDMENT
SOFFIT FRAMING ATTACHMENT DETAIL
A
CONCRETE STRUCTURE
0°
45.0
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
APC CEILING TILE
VERTICAL HANGER WIRE COMPRESSION
STRUT FASTENER: MIN 1/8" PDF, MIN 1-1/4"
EMBEDMENT, UL COMPLYING FASTENER
(HILTI CC27, OR EQ)
0°
45.0
APC MET
MAIN RUNNER
9/25/2010 2:19:54 AM
2"x12"x18 GA @ 12"OC SM STRAP,
ATTACH W/ MIN (2) 3/8" EB, MIN 2"
EMBEDMENT
MET DECK W/
STRUC CONC FILL
3/8" MIN
1/2" MAX
14
LATERAL BRACE
FASTENER: MIN 3/8" EB,
MIN 2" EMBEDMENT, UL
COMPLYING FASTENER
(HILTI KB-II, OR
EQ)
MIN 2-1/2" x 20 GA @ 48"OC MET
STUD LATERAL BRACING, ATTACH W/ MIN
(2) #8 SELF TAP SM SCREWS
45.0
0°
MAX
58"1/2"
MIN 1/16" x 3" STEEL U CLIP @
EA HANGER ROD, ATTACH W/ MIN
(2) 1/2" EB, 2-1/4" EMBEDMENT
(HILTI KB11, OR EQ)
MIN 2-1/2" x 20 GA x 12"L LONG LEG
MET RUNNER TRACK, ATTACH W/ MIN (2)
3/8" EB, MIN 2" EMBEDMENT
4'-11TO1/2"
4 FT MIN
8 FT MAX
45.0
0°
PARTN TYPE
AS3SCHED
3/4"
MIN 8" x 12" x 10 GA STEEL ANCHOR STRAP,
SPAN (2) FLUTES, ATTACH W/ MIN (4) #10 SELF
TAP SM SCREWS MET DECK ROOF, WHERE
OCCURS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
CLG SYSTEM RCP/SYMBOL DIAGRAM
1/4" = 1'-0"
A940-2010A
A9400
PARTN TYPE, AS SCHED
PARTN TYPE, AS SCHEDULED
7/8" METAL FURRING
CHANNEL @ 16" O.C.
8 GA VERTICAL HANGER WIRE @ 48" OC,
CONT UP TO STRUC
STEEL STUD
FRAMING
1-1/2" x 1.12LB/FT @ 48"OC HOT ROLLED
STEEL CHANNEL MAIN RUNNER
MIN 2-1/2" x 20 GA MET RUNNER
TRACK, ATTACH W/ MIN #8 SELF
TAP SM SCREWS @ 16" OC
5/8" GYP BD, PAINT FINISH
INSIDE FACE OF COVE TO MATCH
APC SUSPENSION GRID, UON
5/8" TYPE X GYPSUM
WALL BOARD WITH
LEVEL 4 FINISH
8"
VERT HANGER WIRE,
8" MAX FROM END
OF MET RUNNER,
CONT UP TO STRUC
4"
8"
PARTN TYPE
3/4"
AS3SCHED
8"4 1/8"
MAX
1/2"
8"4MAX
PARTN TYPE
3 3/4"
AS SCHED
3/8"
FASCIA
VERTICAL HANGER WIRE, MAX
8" FROM END OF MET
RUNNER, CONT UP TO STRUC
SOFFIT
APC CEILING ASSEMBLY, AS
SCHEDULED
Project
SPRAYED TEXTURED OR
TROWELED SEMI-SMOOTH SECURITY PLASTER
THICKNESS TO BE 1/2" MINIMUM.
BUCKS COUNTY
JUSTICE CENTER
6" UON
1/2"
INSIDE CORNER
NO MOLDING REQ'D
Doylestown, PA
COVE LIGHT TRIM, MOUNT TIGHT
TO CEILING PANEL
5/8" GYP BD CEILING
7/8" x 26GA @ 16"OC HAT CHANNEL
CROSS FURRING, SADDLE
TIE TO EA RUNNER
APC CEILING ASSEMBLY, AS
SCHED
3/4" x 1-1/2" MET PERIMETER
MOULDING
WALL FINISH,
AS SCHEDULED
16
12
3" = 1'-0"
CONT MET SUPPORT BRACKET,
ATTACH W/ MIN #8 SELF TAP SM
SCREWS @ 16" OC
1" x 1" x 16GA CONT MET ANGLE
OUTSIDE CORNER
W/ PRE-FABRICATED MOLDING
CONT PARABOLIC LOUVER, AS
SCHEDULED
COVE LIGHT CEILING DETAIL @ RR
SECURITY PLASTER/SOFFIT DIFF
8
3" = 1'-0"
MIN 2-1/2" x 20GA @ 16" OC VERT
MET STUDS SOFFIT FRAMING,
CONT UP TO STRUC
MIN 2-1/2" x 20GA @ 48" OC MET
STUD LATERAL BRACING, CONT
UP TO STRUC, ATTACH TO VERT
MET STUD W/ MIN (2) #8 SELF
TAP SM SCREWS
GYP BD CEILING SUSPENSION DET
A940-3110A
3" = 1'-0"
1/2" COLD ROLLED
STEEL CHANNEL
PARTN TYP AS SCHED.
8 GA VERTICAL HANGER WIRE @
48" OC, CONT UP TO STRUC
4
A940-2221A
3" = 1'-0"
LIGHT FIXTURES LESS THAN 56LB:
PROVIDE MIN (2) 12GA VERT SAFETY
WIRES ATTACHED TO FIXTURE @
DIAGONAL CORNERS, MIN (4) 12GA
VERTICAL SAFETY WIRES TO STRUCT
FOR LIGHT FIXTURES 4' x 4', OR 8'
LONG OR GREATER, CONT SAFETY
WIRES UP TO STRUC
LIGHT FIXTURES 56LB OR GREATER:
PROVIDE MIN (4) #12 VERT
HANGER WIRES, ATTACH TO FIXTURE
@ EACH CORNER, CONT HANGER
WIRES UP TO STRUC
VERTICAL HANGER WIRE,
CONT UP TO STRUC
5/8" GYPSUM WALL BOARD
WITH LEVEL 4 FINISH
1-1/2" x
1.12LB/FT @
48"OC HOT
ROLLED STEEL
CHANNEL MAIN
RUNNER
4" UON
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
NOTE: ATTACH ALL VERT
SAFETY/SUPPORT WIRES TO LIGHT
FIXTURE W/ MIN (3) TIGHT TURNS
W/IN 1-1/2" DISTANCE
1/2"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
All reproduction & intellectual property rights reserved © 2008
In Association with
MAX
38"3/4"
RECESSED DOWNLIGHT, AS SCHED
VARIES
APC CEILING ASSEMBLY,
AS SCHEDULED
REF. PLAN
1 3/4"
8" MAX
LIGHT FIXTURE AS SCHEDULED
5/8" GYP BD
SOFFIT HEIGHT
MIN. 1-1/2" x 1-1/2" x 20 GA
FRAMING ANGLE
APC-GYP BD SOFFIT DETAIL
1 1/2" = 1'-0"
A940-4010D
5/8" GYP BD CEILING
SPRAYED TEXTURED OR TROWELED SEMI-SMOOTH
SECURITY PLASTER THICKNESS TO BE 1/2" MINIMUM.
MIN 2-1/2" x 20 GA @ 16" OC
MET STUDS
MIN 2-1/2" x 20 GA MET RUNNER
TRACK, ATTACH W/ MIN (2) #8
SELF TAP SM SCREWS TO EACH
MET STUD @ 16" OC
15
County of Bucks
APC-WALL WASHER LIGHT DET
RECESSED FLUORESCENT
LIGHT, AS SCHED
7/8" METAL FURRING
CHANNEL 16" O.C.
CEILING HT
VARIES
Prepared For
WALL FINISH, AS
SCHEDULED
PARTN TYPE AS SCHEDULED
45.0
0°
MIN (2) #12 VERTICAL
HANGER WIRES @ 48" OC,
ATTACH TO COVE LIGHT W/
MIN (3) TIGHT TURNS W/IN
1-1/2" DISTANCE, CONT
HANGER WIRES UP TO STRUC
LIGHT FIXTURE, AS
SCHEDULED
STRIP LIGHT FIXTURE, AS SCHED
CONT 1/2" x 1/2" PERIMETER
REVEAL MOULDING, BOTH SIDES
OF COVE, ATTACH W/ MIN #8
SELF TAP SM SCREWS @ 16" OC
1-1/2" x 1-1/2" 20 GA
MET FRAMING ANGLE
WIDTH 10"
VARIES
7 3/4"VARIES
HEIGHT
MIN 2-1/2" x 20GA @ 16"OC
MET STUDS, CONT VERT STUD UP TO
STRUCTURE
1/2" COLD ROLLED
STEEL CHANNEL
MET CONTROL JOINT, TAPE AND SAND
SMOOTH FLUSH W/ FACE OF GYP BD
7/8" x 26GA @ 16"OC HAT CHANNEL
CROSS FURRING, SADDLE TIE TO EA
RUNNER
5/8" GYP BD
SUSPENDED
CEILING ASSEMBLY
FINISH WALL, PARTITION
11
SECURITY PLASTER CEILING DET
7
3" = 1'-0"
GYP BD CLG-CONTROL JOINT DET
3" = 1'-0"
A940-3110B
3
PLASTER SKIM COAT/ FLANGELESS
MOUNT
FLANGELESS MOUNT
3" = 1'-0"
A940-3220A
Key Plan
1" x 1" x 25 GA SM ANGLE @
EACH SIDE OF ACCESS PANEL
OPENING, ATTACH W/ MIN (2) #8
SELF TAP SM SCREWS
MIN 2-1/2" x 20 GA @ 48" OC
MET STUD LATERAL BRACING,
ATTACH W/ MIN (2) #8 SELF TAP
SM SCREWS, CONT UP TO
STRUCT
0°
45.0
LINE OF MET FRAME BEYOND
ACCESS PANEL MET FRAME,
ATTACH W/ MIN (2) #8 SELF TAP
SM SCREWS @ EACH SIDE OF
FRAME
PARTN TYPE, AS SCHEDULED
MIN 2-1/2" x 20 GA @ 16" OC
MET STUD SOFFIT FRAMING,
CONT UP TO STRUCT
RECESSED FLUORESCENT
LIGHT FIXTURE, AS
SCHEDULED
VERTICAL HANGER
WIRE, CONT UP TO
STRUC
LIGHT FIXTURES LESS THAN 56LB:
PROVIDE MIN (2) 12 GA VERT
SAFETY WIRES ATTACHED TO FIXTURE
@ DIAGONAL CORNERS, MIN (4) 12GA
VERTICAL SAFETY WIRES TO
STRUCTURE FOR LIGHT FIXTURES
4' x 4', OR 8' LONG OR GREATER,
CONT SAFETY WIRES UP TO STRUC
LIGHT FIXTURES 56LB OR GREATER:
PROVIDE MIN (4) #12 VERT
HANGER WIRES, ATTACH TO FIXTURE
@ EACH CORNER, CONT HANGER
WIRES UP TO STRUC
A
MECH DIFFUSER LESS THAN 56LB:
PROVIDE MIN (2) 12GA VERT
SAFETY WIRES ATTACHED TO
FIXTURE @ DIAGONAL CORNERS,
PROVIDE MIN (4) 12GA VERTICAL
SAFETY WIRES TO STRUCTURE
FOR LIGHT FIXTURES 4' x 4', OR 8'
LONG OR GREATER, CONT
SAFETY WIRES UP TO STRUC
VERTICAL HANGER WIRE,
CONT UP TO STRUC
MAIN RUNNER
CEILING
ATTACHMENT
CLG HT
7 5/8"
ACCESS
PANEL SIZE
RECESSED DOWNLIGHT, AS
SCHEDULED
N
MECH DIFFUSER 56LB OR GREATER:
PROVIDE MIN (4) #12 VERT
HANGER WIRES, ATTACH TO
FIXTURE @ EACH CORNER,
CONT HANGER WIRES UP TO STRUC
NOTE: ATTACH ALL VERT
SURETY/SUPPORT WIRES TO LIGHT
FIXTURE W/ MIN (3) TIGHT TURNS
W/IN 1-1/2" DISTANCE
VERTICAL HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
B
NOTE: ATTACH ALL VERT
SURETY/SUPPORT WIRES TO LIGHT
FIXTURE W/ MIN (3) TIGHT TURNS
W/IN 1-1/2" DISTANCE
MAIN MET
RUNNER
PARTITION
ATTACHMENT
No.
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
14
APC CEILING ASSEMBLY, AS
SCHED
VARIES
3/8" x 3/8" MET PERIMETER
REVEAL MOULDING
APC-GYP BD CLG TRANSITION DET
A940-4010A
3" = 1'-0"
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
MET ACCESS PANEL BEADED
FRAME, ATTACH TO PARTN W/
MIN (2) #8 SELF TAP SM SCREWS
@ EACH SIDE OF FRAME, TAPE &
SAND SMOOTH FLUSH W/ FACE
OF GYP BD
MET ACCESS PANEL
10
ACCESS PANEL DETAIL
A940-3310A
3" = 1'-0"
APC CEILING
SYSTEM, AS
SCHEDULED
6
MOUNT RECESSED DOWNLIGHT TRIM
TIGHT TO CEILING PANEL
MOUNT RECESSED FLUORESCENT
LIGHT ONTO APC RUNNER
APC-RECESSED LIGHT FIXTURE DET
3" = 1'-0"
A940-2220A
2
MIN 2-1/2" x 20 GA @ 16" OC
MET STUD SOFFIT FRAMING,
CONT UP TO STRUC
VERTICAL HANGER WIRE,
WHERE OCCURS, MAX 8"
FROM END OF MET RUNNER,
CONT UP TO STRUC
2010/09/27
RA LAY-IN PANEL, AS
SCHEDULED
APC CEILING SYSTEM,
AS SCHEDULED
SA DIFFUSER, AS
SCHEDULED
APC-MECH DIFFUSER DETAIL
3" = 1'-0"
A940-2222A
No.
MIN 2-1/2" x 20 GA @ 48" OC
MET STUD LATERAL BRACING,
ATTACH W/ MIN (2) #8 SELF
TAP SM SCREWS, CONT UP
TO STRUC
0°
45.0
Revision Description
YYYY-MM-DD
BOTTOM OF STRUCTURE
5/8" TYPE "X" GYP BD, MIN (1)
LAYER, @ EACH SIDE OF
ACCESS PANEL OPENING
BOTTOM OF STRUCTURE
ACCESS PANEL MET FRAME,
ATTACH W/ MIN (2) #8 SELF TAP
SM SCREWS @ EACH SIDE OF
FRAME
ELECT JUNCTION BOX,
ATTACH TO STRUC W/ MIN (2)
1/8" PDF, 1-1/4" EMBEDMENT,
(HILTI X-ALH, OR EQ)
ELECT POWER CORD
LINE OF MET FRAME BEYOND
2" x 3/16" x MIN 8"L STEEL Z
CLIP, ATTACH W/MIN (2) 3/8"
EB, MIN 2" EMBEDMENT, OR MIN
(4) #10 SELF TAP SM SCREWS
@ MET DECK W/OUT CONC FILL
VERTICAL HANGER WIRE:
MIN 3/32" SST CABLE @ EACH
LIGHT FIXTURE SUSPENSION
POINT
(2) 3/8" DIA STEEL ALL-THREAD
HANGER RODS @ EACH END OF
HOUSING
PARTN TYPE, AS
SCHEDULED
RECESSED PROJECTION SCREEN
HOUSING, AS SCHEDULED
APC CEILING ASSEMBLY, AS
SCHED
VARIES
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
7/8" x 7/8" MET
PERIMETER MOULDING
ATTACHMENT @
PARTN TYPE "J" OR "K"
10 1/2"
ACCESS
PANEL SIZE
AS INDICATED
RATED PARTN TYPE, AS
SCHEDULED
RATED ACCESS PANEL
RATING NUMBER:
MAX 180 MIN
UL R-10806, WHI-U51466, OR EQ
APC CEILING SYSTEM, AS
SCHEDULED
ATTACHMENT @
PARTN TYPE "A"
MET STEM, AS SCHEDULED
MET ACCESS PANEL BEADED
FRAME, ATTACH TO PARTN W/
MIN (2) #8 SELF TAP SM SCREWS
@ EACH SIDE OF FRAME, TAPE
& SAND SMOOTH FLUSH W/
FACE OF GYP BD
VERTICAL HANGER WIRE @
APC SUSPENSION GRID, MAX
8" FROM END OF MET
RUNNER, CONT UP TO
STRUC
8 1/8"VARIES
HEIGHT
CLG HT
1" x 1" x 16GA CONT MET
ANGLE, ATTACH W/ MIN #10
SELF TAP SM SCREWS TO
EACH MET STUD @ 16" OC,
AND EACH MAIN RUNNER
CHANNEL
9/25/2010 2:20:14 AM
ALIGN
VARIES
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
AS INDICATED
5/8" GYP BD,
SUSPENDED CEILING
ASSEMBLY
1" x 1" x 16 GA CONT MET
ANGLE, ATTACH W/ MIN #10
SELF TAP SM SCREWS TO EACH
MET STUD @ 16" OC, AND EACH
MAIN RUNNER CHANNEL
CABLE FITTING & SNAP-ON
MET CEILING CANOPY, MOUNT
TIGHT TO CEILING PANEL
Drawn by
Author
Project No
09.07001.00
APC-GYP BD CLG TRANSITION DET
3" = 1'-0"
A940-4010B
9
RATED ACCESS PANEL DETAIL
PENDANT LIGHT FIXTURE, AS
SCHEDULED
4"4 UON
3/4"
MOUNTING HT, AS
INDICATED
3" = 1'-0"
A940-3311A
5
9 3/8"
WIDTH
VARIES
APC CEILING SYSTEM, AS
SCHEDULED
CEILING DETAILS
MOUNT PROJECTION SCREEN
HOUSING TIGHT TO CEILING
PANEL
APC- PENDANT MOUNTED LIGHT FIXTURE DET
3" = 1'-0"
Checker
Sheet Title
Original drawing is 42 x 30
13
Reviewed by
A940-2220B
1
APC-RECESSED PROJECTION SCREEN DET
3" = 1'-0"
A940-2231A
Do not scale contents of this drawing
Sheet Number
A9401
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
MIN 2-1/2" x 20 GA @ 16" OC
MET STUD SOFFIT FRAMING,
CONT UP TO STRUCT
VERTICAL HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
3/8" x 3/8" MET PERIMETER
REVEAL MOULDING
LIGHTS
CLG HT
CEILING ASSEMBLY, AS SCHED
5"
1"
1"
9'-0" AFF
5 1/4" UON
APC CEILING ASSEMBLY,
AS SCHED
SOFFIT HT
5/8" GYP BD SUSPENDED
CEILING ASSEMBLY
3/8" x 3/8" MET PERIMETER
REVEAL MOULDING
CEILING ASSEMBLY, AS SCHED
12
CONT MET "Z" CLIP PANEL
ATTACHMENT SYSTEM
CLG HT
APC CEILING ASSEMBLY, AS
SCHED
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
CONT. WOOD BLOCKING
1"
SEE PLAN
APC CEILING
ASSEMBLY, AS SCHED
6"
6"
ALIGN
10'-0" AFF
1' - 5"
3/4" WOOD VENEER PANEL,
ATTACH W/ CONCEALED
FASTENING
T. OF WINDOW
CLG HT
CLG HT
1"
RECESSED LIGHTING FIXTURE
WHERE OCCURS, SEE ELEC.
DWGS.
EQ.
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
8'-6" AFF
EQ.
Project
Prepared For
3/4" WD VENEER PANEL
ASSEMBLY
SEE PLAN
County of Bucks
LINE OF WOOD PANEL AND
SCHEDULED PARTITION
BEYOND
ACT & GYP. FLUSH TRANSITION DTL@
PERIMETER
1 1/2" = 1'-0"
8
APC BULKHEAD CEILING DETAIL
4
1 1/2" = 1'-0"
WOOD SOFFIT DETAIL @RECEPTION
1 1/2" = 1'-0"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
CONC SLAB
CLG ANCHOR, AS SCHED
MIN 2-1/2" x 20 GA @ 16" OC
MET STUD SOFFIT FRAMING,
CONT UP TO STRUCT
HANGER WIRE AT 4'-0" OC MAX
LIGHT FIXTURE, SEE ELEC..
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
T. OF WINDOW
VERTICAL HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
VARIES
UNISTRUT FRAMING AS REQUIRED
ARMSTRONG AXIOM
TRANSITION TRIM FOR
TRANSITION FROM LIGHT
FIXTURE TO DRYWALL
CEILING
VERT HANGER WIRE, 8" MAX
FROM END OF MET
RUNNER, CONT UP TO
STRUC
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
All reproduction & intellectual property rights reserved © 2008
HANGER WIRE
In Association with
VOICE/DATA OUTLET MOUNTED
TO UNISTRUT FRAMING
VERTICAL WIRE HANGER,
CONT UP TO STRUCTURE
CLG HT
2' -01'-0"
" MAX
METAL PERIMETER CEILING TRIM,
ARMSTRONG AXIOM CLASSIC TRIM OR
EQUAL, SIZE TO VARY AND GANG AS
NEEDED TO TRANSITION TO CEILING
HEIGHT AS NOTED ON CEILING PLANS
APC CEILING
ASSEMBLY, AS SCHED
3/4"
APC CEILING ASSEMBLY, AS
SCHED
VARIES
4"
SOFFIT HT
JUNCTION BOX MOUNTED TO
UNISTRUT FRAMING
CROSS ACT RUNNER
CLG HT
ADJUSTABLE PROJECTOR
MOUNT
CURVED ESCUTCHEON
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
11
CEILING DETAIL @ PERIMETER
7
1 1/2" = 1'-0"
RECEPTION CEILING TRANSITION @ FIXTURE
VIDEO PROJECTOR (BY OWNER)
3
3" = 1'-0"
TYP ACT CLG PROJECTOR MOUNT
A940-2251C
1 1/2" = 1'-0"
Key Plan
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
MET STUD FRAMING
CLG HT
GYP CEILING ASSEMBLY, AS SCHED
VARIES
3/4" WOOD VENEER PANEL,
ATTACH W/ CONCEALED
FASTENING
CONT. WOOD BLOCKING
APC CEILING ASSEMBLY,
AS SCHED
CONT MET "Z" CLIP PANEL
ATTACHMENT SYSTEM
1"
EQ.
WOOD SOFFIT DETAIL @RECEPTION
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING, CONT UP TO STRUC
MIN 2-1/2" x 20 GA @ 48" OC
MET STUD LATERAL BRACING,
CONT UP TO STRUC, ATTACH
TO VERT MET STUD W/ MIN (2) #
8 SELF TAP SM SCREWS
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
RECESSED LIGHTING FIXTURE
WHERE OCCURS, SEE ELEC.
DWGS.
1"
3/4" WOOD VENEER PANEL,
ATTACH W/ CONCEALED
FASTENING
1' - 5"
1"
EQ.
CLG HT
PROVIDE BLOCKING AS
REQ.
MIN 2-1/2" x 20 GA @ 16" OC MET
STUDS SOFFIT FRAMING
A940-4010G
EQ.
SEE PLAN
LINE OF WOOD PANEL AND
SCHEDULED PARTITION
BEYOND
VARIES
APC-GYP BD SOFFIT DETAIL
WOOD SOFFIT WITH SLIDING GLASS DETAIL
@RECEPTION
1 1/2" = 1'-0"
2010/09/27
A940-3150B
UNDERSIDE OF SLAB
No.
Revision Description
YYYY-MM-DD
2 1/2"X2 1/2" MIN. SWAY
BRACE ANCHORED TO
STRUCTURE AT 3'-0" O.C.
2"X2" STEEL ANGLE
ANCHORED TO
UNDERSIDE OF SLAB
1/2" ROD AT 2'-6" O.C.
STEEL CHANNEL
SEE PLAN
8'-6" AFF
CONT STEEL ANGLE FRAMED
SLIDING GLASS SYSTEM SUPPORT.
WELDED CONNECTIONS TO
SUSPENSION ANGLES.
APC CEILING
ASSEMBLY, AS SCHED
3/4" WD VENEER PANEL
ASSEMBLY
SLIDING GLASS PANEL
SYSTEM
1 3/4"
5/8" PAINTED
GYP. BD. CEILING
METAL TOILET
PARTITION
5
ISSUED FOR BID
CONT MET "Z" CLIP PANEL
ATTACHMENT SYSTEM
SOFFIT HT
APC CEILING ASSEMBLY,
AS SCHED
MIN. 1-1/2" x 1-1/2" x 20 GA
FRAMING ANGLES
1
YYYY-MM-DD
CONT. WOOD BLOCKING
5"
9'-0" AFF
1 1/2" = 1'-0"
GYPSUM CEILING ASSEMBLY, AS
SCHED
LIGHTS
Issue Description
TYP GYP BD CEILING 2 HR RATED
HORIZ DUCT ENCLOSURE
10'-0" AFF
CLG HT
APC CEILING ASSEMBLY,
AS SCHED
VARIES
CLG HT
No.
CEILING AS SCHEDULED
2
1 1/2" = 1'-0"
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING, CONT UP TO STRUC
APC CEILING ASSEMBLY,
AS SCHED
9/25/2010 2:20:37 AM
3/4" WD VENEER PANEL
ASSEMBLY
8'-6" TO FF
6
5/8" GYP BD
1 1/2" = 1'-0"
8'-6" AFF
LINE OF WOOD PANEL AND
SCHEDULED PARTITION
BEYOND
SOFFIT HT
9
EQ.
SEE PLAN
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
4" UON
4" UON
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
METAL PERIMETER CEILING TRIM,
ARMSTRONG AXIOM CLASSIC TRIM OR
EQUAL, SIZE TO VARY AND GANG AS
NEEDED TO TRANSITION TO CEILING
HEIGHT AS NOTED ON CEILING PLANS
VARIES,
SEE RCP
11 1/4"
1 1/2" COLD ROLLED
CHANNEL @ 4'-0"OC
SOFFIT HT
CEILING AS SCHEDULED
45.0
0°
2 HR RATED HORIZ
SHAFTWALL ASSEMBLY
(PARTN TYPE 2K2, UON)
RATING NO: WHI-495-PSH-0167
5"
9'-0" AFF
1 1/2" = 1'-0"
N
HANGER WIRE AT
4'-0" OC MAX
LIGHTS
CLG HT
TYP. CEILING DETAIL @ PERIMETER
B
MTL J-RUNNER
MECH FASTEN TO
CONC SLAB
10'-0" AFF
T. OF WINDOW
10
FIRE RATED
SEALANT JOINT
CONC SLAB
RECESSED LIGHTING FIXTURE
WHERE OCCURS, SEE ELEC.
DWGS.
CLG HT
A
1
CEILING HUNG RR PARTITION DETAIL
3" = 1'-0"
WOOD BLOCKING (AS
REQUIRED)
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
CEILING DETAILS
ANCHOR BOLTS, HEX NUTS, &
WASHERS TO BE SUPPLIED BY
PARTITION MANUFACTURER
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9402
MIN 2-1/2" x 20 GA @ 16" OC VERT MET STUDS
SOFFIT FRAMING, CONT UP TO STRUC
MIN 2-1/2" x 20 GA @ 48" OC MET STUD LATERAL
BRACING, CONT UP TO STRUC, ATTACH TO VERT
MET STUD W/ MIN (2) #8 SELF TAP SM SCREWS
LINE OF STRUCTURE
0°
45.0
BOTTOM OF
STRUC
MIN 3/16" BENT STEEL CLIP,
ATTACH W/ MIN 1/2" EB, 21/4" EMBEDMENT
MIN 3/16"x3"
STEEL U CLIP
@ EA HANGER
ROD, ATTACH
W/ MIN (2) 1/2"
EB, 2-1/4"
EMBEDMENT
MIN 3/8" DIA STEEL ALL
THREAD HANGER RODS
@ EACH CORNER OF
MOTOR ASSEMBLY
METAL L MOULD @
PERIMETER OF CLG OPENING
CLG HT
STEEL CHANNEL LATERAL
BRACE, MIN (1) @ 36" OC
PERP TO STEEL SUPPORT
CHANNEL AND (1) PARALLEL
TO STEEL SUPPORT
CHANNEL, ATTACH TO
SUPPORT CHANNEL W/ 3/16"
BENT STEEL CLIP (MIN
UNISTRUT P1000, OR EQ)
MIN 3/8" DIA STEEL
ALL THREAD
HANGER ROD @
36" OC, MIN (2) PER
SUPPORT
CHANNEL
CONCEALED PROJECTEOR LIFT ASSEMBLY W/ FLUSH
PANEL CLOSURE; CLG FINISH KIT TO MATCH ADJ CLG;
CONTROL SWITCH: LOW VOLTAGE (LVCS)
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
GYPSUM CEILING
ASSEMBLY, AS SCHED
VARIES
MIN ( 2) - 2" x 3/16" x 16"L
STEEL Z
CLIPS, ATTACH W/ MIN (2)
3/8" EB W/ 2" EMBED, OR
MIN (4) #10 SELF TAP SM
SCREWS @ MET DECK
W/ OUT CONC FILL
5/8" GYP BD
Project
MIN. 1-1/2" x 1-1/2" x 20 GA
FRAMING ANGLES
BUCKS COUNTY
JUSTICE CENTER
SOFFIT HT
MIN 2-1/2" x 20 GA @ 16" OC MET
STUDS SOFFIT FRAMING
VARIES
CONT STEEL SUPPORT
CHANNEL ASSEMBLY (MIN
UNISTRUT P5500, OR EQ)
Doylestown, PA
GYPSUM CEILING
ASSEMBLY, AS SCHED
Prepared For
WALL BEYOND
ALIGN
CEILING ASSEMBLY AS
SCHEDULED
ALIGN
METAL TOILET
PARTN, AS
SCHEDULED
PROJECTOR
5/8" GYP BD SUSPENDED
SOFFIT ASSEMBLY
12
GYB BD CLG - RECESSED PROJECTOR LIFT DTL
8
1 1/2" = 1'-0"
TOILET PARTN ANCHOR
BOLTS
4
County of Bucks
A9401 CEILING GYP/GYP SOFFIT
1 1/2" = 1'-0"
MIN 2-1/2" x 20 GA @ 48" OC
MET STUD LATERAL BRACING,
CONT UP TO STRUC, ATTACH
TO VERT MET STUD W/ MIN (2) #
8 SELF TAP SM SCREWS
TOILET PARTITION SUSPENSION DETAIL
3" = 1'-0"
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING, CONT UP TO STRUC
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
CLG HT
CEILING ASSEMBLY, AS
SCHED
10'-0" AFF
1/2"
CONC SLAB
GYP CEILING ASSEMBLY, AS SCHED
STEEL BEAM
CAULK AROUND
PERIMETER
CLG HT
MIN. 1-1/2" x 1-1/2" x 20 GA
FRAMING ANGLES
CONT MET "Z" CLIP PANEL
ATTACHMENT SYSTEM
11'- 0"
SEE RCP
GYPSUM CEILING
ASSEMBLY, AS SCHED
SOFFIT HT
1 1/2" = 1'-0"
SEE ELEVATION
3/4" WD VENEER PANEL
ASSEMBLY
2ND FLOOR
LOBBY
CEILING HT
GYPSUM COVE CEILING AS
SCHED.
4"
A
MIN 2-1/2" x 20GA @ 48" OC MET
STUD LATERAL BRACING CONT
UP TO STRUC, ATTACH TO VERT
MET STUD W/ MIN (2) #8 SELF
TAP SM SCREWS
4"
B
N
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
4" UON
10"
3" = 1'-0"
MIN 2-1/2" x 20GA @ 16" OC VERT
MET STUDS SOFFIT FRAMING,
CONT UP TO STRUC
LED LIGHT WHERE OCCURS, SEE ELEC. DWG,
COORDINATE MOUNTING LOCATION W/
LIGHTING CONSULTANT
VARIES - SEE PLAN
PUBLIC CORRIDOR CLG DETAIL@ GYP. SOFFIT
Key Plan
SCHED. BOLT SLOT CROSS TEE OR MAIN BEAM
WHERE OCCURS
6" MIN.
3
1 1/2" = 1'-0"
45.0
0°
CEILING HT
AS SCHED.
2" THICK ACOUSTICAL FIBER GLASS BACKING
VERTICAL HANGER WIRE,
WHERE OCCURS, MAX 8"
FROM END OF MET RUNNER,
CONT UP TO STRUC
3 3/4"
CLG HT
APC CEILING ASSEMBLY,
AS SCHED
5/8" GYP BD
BOLT SLOT MAIN BEAM
W/1/8" REVEAL AS SPEC..
CLG HT
10
CEILING ASSEMBLY, AS SCHED
A9400 LOBBY METAL CLG. DTL @ COVE
APC CEILING
ASSEMBLY, AS SCHED
3" = 1'-0"
SEE RCP
3/8" x 3/8" MET PERIMETER
REVEAL MOULDING
6
APC TRANSITION DETAIL
2
1 1/2" = 1'-0"
45.0
0°
CONC SLAB
MIN 2-1/2" x 20 GA @ 48" OC MET
STUD LATERAL BRACING, CONT
UP TO STRUC, ATTACH TO VERT
MET STUD W/ MIN (2) #8 SELF TAP
SM SCREWS
4" UON
HANGER WIRE AT 4'-0" OC
MAX
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END
OF MET RUNNER, CONT UP
TO STRUC
PIPE OR OTHER
OBSTRUCTION
SOFFIT HT
No.
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
TEGULAR CEILING EDGE &
GRID TEE AS SCHED
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
PUBLIC CORRIDOR CLG DETAIL@ STONE WALL
3" = 1'-0"
MIN 2-1/2" x 20 GA @ 16" OC VERT
MET STUDS SOFFIT FRAMING,
CONT UP TO STRUC
No.
Revision Description
YYYY-MM-DD
MIN 2-1/2" x 20 GA @ 16" OC
MET STUD SOFFIT FRAMING,
CONT UP TO STRUC
ARCHITECTURAL SLOT
DIFFUSER WHERE OCCURS,
SEE MECH.
VERTICAL HANGER WIRE,
WHERE OCCURS, MAX 8"
FROM END OF MET RUNNER,
CONT UP TO STRUC
APC CEILING ASSEMBLY,
AS SCHED
5/8" GYP BD
MIN. 1-1/2" x 1-1/2" x 20
GA FRAMING ANGLES
VARIES
1 1/2" 16GA COLD
ROLLED CHANNEL AT 4'0" OC
48"11"
MAX
7/8" HAT CHANNEL AT 16" OC
CLIP TO MAIN RUNNER
VARIES
ALIGN
CEILING AS SCHEDULED
MIN 2-1/2" x 20 GA @ 16" OC MET
STUDS SOFFIT FRAMING
1/2" X 1/2" MET PERIMETER
REVEAL MOULDING, AS SCHED
3/8" x 3/8" MET PERIMETER
REVEAL MOULDING
9
1 1/2" = 1'-0"
A940-3150D
5
APC-GYP BD SOFFIT DETAIL
1 1/2" = 1'-0"
A940-4010F
Author
Reviewed by
Project No
09.07001.00
Checker
TAPE & SPACKLE
6"
2"
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
Sheet Title
CEILING DETAILS
WALL BEYOND
APC CEILING ASSEMBLY,
AS SCHED
TYP GYP BD CEILING BRIDGE DETAIL
Drawn by
CLG HT
CEILING ASSEMBLY, AS SCHED
CLG HT
9/25/2010 2:20:58 AM
LIGHT FIXTURE AS SCHED.
FINISH VARIES, SEE INT. ELEV.
4" UON
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
WALL WHERE OCCURS
CLG HT
1"
4" PERIMETER TRIM AS SPEC.
VARIES
METAL CEILING ASSEMBLY AS SCHED
VARIES
CEILING HT
AS SCHED.
MIN 2-1/2" x 20 GA @ 16" OC MET
STUDS SOFFIT FRAMING
GYPSUM CEILING
ASSEMBLY, AS SCHED
WOOD SOFFIT DETAIL @RECEPTION
PROVIDE ONE 8' LONG X 4" HIGH SECTION AT COVE
(16' TOTAL AREA OPEN TO ABOVE CEILING ALONG
COLUMN LINE "N" ) ON EACH SIDE OF ELEVATOR
LOBBY DOOR FOR THE TRANSFER AIR, REFER TO
MECH DRAWING
12'-1/2"
10'- 6"
LINE OF WALL BEYOND
LINE OF WOOD PANEL AND
SCHEDULED PARTITION BEYOND
7
SOFFIT HT
ALIGN
11
5/8" GYP BD
8'-6" AFF
1/2"
All reproduction & intellectual property rights reserved © 2008
In Association with
CONT. WOOD BLOCKING
CEILING DETAIL @ LEVEL B2
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
1
PUBLIC CORRIDOR CLG DETAIL@ SLOT
DIFFUSER
3" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9403
EXTRUDED METAL
TRIM FOR TRANSITION
FROM CEILING TILE TO
DRYWALL ( SIMILAR TO
ARMSTRONG AXIOM
TRANSITION)
CEILING TEE
AS SCHED.
SIDE VIEW OF DIFFUSER
END SECTION
AIR DIFFUSER END CAP
BEYOND - ONLY AT
DIFFUSER END SECTION
CONTINUOUS ANGLE TO COVER THE GAP
BETWEEN END CAP AND EXTRUDED
TRANSITION TRIM
EXTRUDED TRANSITION TRIM ( SIMILAR
TO ARMSTRONG AXIOM TRANSITION)
FOR TRANSITION FROM AIR DIFFUSER
BORDER TO DRYWALL
ACOUSTICAL CEILING
TILE AS SCHED.
Project
SECTION C-C
SECTION B-B
BUCKS COUNTY
JUSTICE CENTER
LIGHT FIXTURE,
SEE ELEC..
Doylestown, PA
Prepared For
5/8" GYP BD
SHADOW
MOLDING
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF
MET RUNNER, CONT UP TO
STRUC
COFFER
CLG HT
12' -0" AFF
COFFER CLG HT
12' -0" AFF
10 1/2" U.O.N.
MIN 2-1/2" x 20GA @ 16" OC VERT
MET STUDS SOFFIT FRAMING,
CONT UP TO STRUC
SUSPENDED CLG
ASSEMBLY AS SCHED
SHADOW
MOLDING
5/8" GYP BD COFFER
1'-1"
1'-1"
1" NOM. SEAMLESS SOUNDS
ABSORPTION SYSTEM AS SPEC.
CONTINUOUS ANGLE TO COVER THE GAP
BETWEEN AIR DIFFUSER & TEGULAR TEE
1' - 0" VERIFY W/ CEILING
ARMSTRONG AXIOM TRIM
OR EQUAL FOR TRANSITION
FROM TEGULAR CEILING TO
DRYWALL CEILING
V.I.F.
UON
3
A9402 COURTROOM PERIMETER LIGHT COVE
CONT. AIR SLOT FOR AIR RETURN,
COORDINATE REQUIRED
DIMENSTION W/ MECH.
7 1/2"
All reproduction & intellectual property rights reserved © 2008
BOTTOM OF STRUCTURE
CONT. COVE LIGHT
FIXTURE AS SCHED.,
SEE ELEC..
9/16"
9 3/16"
AIR DIFFUSER END CAP
TEGULAR ACOUSTICAL
BEYOND - ONLY AT
TILE AS SCHED.
DIFFUSER END SECTION
TEGULAR TEE AS SPECIFIED
REFER TO RCP FOR DIMENSTION
5/8" GYP. BD CEILING
COORDINATE THE ATTACHMENT
METHOD W/ HVAC DUCT LOCATION
VARIES - SEE RCP
4 3/4"
APC AS SCHED.
5/8" GYP. BD CEILING
SPACKLING AT TRIM
9/16"
9/16"
USE ARMSTRONG AXIOM TRANSITION TRIM
OR EQUAL FOR TRANSITION FROM AIR
DIFFUSER BORDER TO DRYWALL
AIR DIFFUSER AND BORDER TYPE AS
SCHED. - SEE MECH.
(2) 3/8" DIA STEEL ALL-THREAD
HANGER RODS @ EACH END OF
HOUSING
5/8" GYP BD SUSPENDED CLG
ASSEMBLY, ATTACH CROSS
FURRING TO MET RUNNER TRACK
W/ MIN (2) #8 SELF TAP SM SCREWS
REFER TO RCP FOR DIMENSTION
USE ARMSTRONG AXIOM TRANSITION TRIM OR
EQUAL FOR TRANSITION FROM TITUS FLOW TEE
BORDER 1 TO DRYWALL
SECTION D-D @
TWO - SLOT DIFFUSER
LIGHT FIXTURE, SEE
ELEC..
AIR DIFFUSERS & BORDER TYPE AS
SCHED. - SEE MECH.
SECTION A-A @
ONE - SLOT DIFFUSER
TEGULAR CEILING TEE AS SPEC.
5/8" GYP BD, SUSPENDED
ASSEMBLY
RECESSED PROJECTION SCREEN
HOUSING, REFER TO A-V DWG.
COORDINATE LOCATION OF
PROJECTOR SCREEN, COVE LIGHT
FIXTURE AND MECH DIFFUSER
A9402 COURTROOM SLOT DIFFUSER DETAILS
3" = 1'-0"
Key Plan
A
10 1/2"
6
CLG HT
10' - 6" AFF
VARIES, SEE RCP
9/16"
In Association with
2" x 3/16" x MIN 8"L STEEL Z
CLIP, ATTACH W/MIN (2) 3/8" EB,
MIN 2" EMBEDMENT, OR MIN (4)
#10 SELF TAP SM SCREWS @
MET DECK W/OUT CONC FILL
ALIGN
CLG HT
10' - 6" AFF
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
3" = 1'-0"
6"
TEGULAR
CEILING TEE
1' - 3"
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
COORDINATE DIMENSION
W/ COFFER CEILING SIZE &
MECH. REQUIRED AIR
RETURN SLOT
1'-0" VERIFY
EXTRUDED METAL TRIM
FOR TRANSITION
FROM CEILING TILE TO
DRYWALL ( ARMSTRONG
AXIOM TRANSITION OR
EQUAL)
CONT HIGH AIR SLOT,
COORDINATE W/ MECH.
9"
CLG HT
10'- 6" AFF
1" NOM. SEAMLESS SOUNDS
ABSORPTION SYSTEM WITH EDGE
TRIM AS SPEC.
CONTINUOUS ANGLE TO COVER THE GAP
BETWEEN FLOW BAR AND TEGULAR TEE
AIR DIFFUSER END CAP
BEYOND - ONLY AT
DIFFUSER END SECTION
County of Bucks
INTERLUDE
Tee
MITER JOINT @ INTERSECTION OF AXIOM
TRANSITION TRIM - TYPICAL AT FOUR SIDES
USE ARMSTRONG AXIOM TRANSITION FOR TRANSITION
FROM TEGULAR TO DRYWALL
MITER JOINT @ INTERSECTION OF AXIOM
TRANSITION TRIM - TYPICAL
9"
VARIES, SEE RCP FOR DIMENSTION
REFER TO AV
5/8" GYP BD, SUSPENDED
CEILING ASSEMBLY
9 1/4"
B
C
B
C
MOUNT PROJECTION SCREEN
HOUSING FLUSH W/ GYP BD
9/16"
C
9/16"
B
B
3 1/4"
C
VARIES - SEE RCP FOR DIMENSTION
TITUS FLOW TEE WITH ECX END CAP
N
CLG HT
10'- 6" AFF
USE ARMSTRONG AXIOM TRANSITION FOR TRANSITION
FROM TEGULAR TO DRYWALL
4 3/4"
B
TITUS FLOW TEE WITH ECX END CAP
9/16"
9/16"
9/16"
9/16"
ARMSTRONG OPTIMA
CUSTOM CEILING TILE
ARMSTRONG OPTIMA
CUSTOM CEILING TILE
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
ARMSTRONG INTERLUDE
TEE
3" = 1'-0"
USE ARMSTRONG AXIOM TRANSITION
TRIM FOR TRANSITION
FROM TITUS FLOW TEE BORDER 1 TO
DRYWALL
TITUS FLOW TEE BUTT JOINT AT
EVERY 48" SECTION
PROVIDE 4"X 8" AIR SLOT ABOVE PROJECTOR
FOR VENTILATION
MIN 2-1/2" x 20GA @ 16" OC VERT
MET STUDS SOFFIT FRAMING,
CONT UP TO STRUC
4"
VERT HANGER WIRE, WHERE
OCCURS, MAX 8" FROM END OF MET
RUNNER, CONT UP TO STRUC
SUSPENDED CLG
ASSEMBLY AS SCHED
D
1'-0"
1'-6"
8" MIN.
2010/09/27
No.
Revision Description
YYYY-MM-DD
COORDINATE DIMENSION W/ COFFER
CEILING SIZE & MECH. REQUIRED AIR
RETURN SLOT
12" - VERIFY
FASCIA PLATE - PAINT FINISH @
INSIDE FACE OF LIGHT COVE TO
MATCH CEILING SUSPENSION
GRID, UON
6"
ISSUED FOR BID
LINE OF SEAMLESS SOUNDS ABSORPTION
PANEL ON GYP. BD BEYOND
PAINTED MDF ENCLOSURE W/
PAINT TO MATCH GYP. BD.
CONT. COVE LIGHT FIXTURE
AS SCHED., SEE ELEC..
MET "L" MOULDING
LIGHT FIXTURE, AS SCHEDULED
2"
12' -0"
6"
9/16"
9/16"
CEILING HEIGHT
MIN 1-1/2" x 20GA MET
RUNNER TRACK
VARIES - SEE RCP
STONE WALL FINISH AS SCHED.
SMALL COURTROOM WITH
ONE - SLOT DIFFUSER
5
A9402 COURTROOM LIGHT COVE @ STONE
WALL
3" = 1'-0"
4
A9402 COURTROOM ENLARGED CEILING &
DIFFUSER DIAGRAM @ COURTROOM
1" = 1'-0"
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
6"
5/8" GYP BD
10.20°
APC CEILING ASSEMBLY, AS
SCHEDULED
9/24/2010 11:05:14 PM
1
YYYY-MM-DD
PROJECTOR @ W/ PAINTED SLIDE
OUT SHELF (PAINT TO MATCH GYP.
BD. CEILING) , COORDINATE W/ A-V,
MECH. AND ELEC.
DRYWALL BORDER ON FOUR SIDES
D
Issue Description
COFFER CLG HT
12' -0" AFF
TITUS FLOW TEE BUTT JOINT AT
EVERY 48" SECTION
DRYWALL BORDER
ON FOUR SIDES
No.
MIN 2-1/2" x 20GA @ 48" OC MET STUD
LATERAL BRACING, CONT UP TO
STRUC, ATTACH TO VERT MET STUD
W/ MIN (2) #8 SELF TAP SM SCREWS
TITUS FLOW TEE (2 CRA) WITH
BORDER TYPE 11
USE ARMSTRONG AXIOM TRANSITION
FOR TRANSITION FROM TITUS FLOW TEE
BORDER 1 TO DRYWALL
A
A9402 COURTROOM PRO. SCREEN
ARMSTRONG INTERLUDE TEE
TITUS FLOW TEE FTB-20 WITH
BORDER TYPE 11
A
2
LARGE COURTROOM WITH
TWO - SLOT DIFFUSER
SLOT DIFFUSER W/ LIGHT SHIELD AS SCHED. SEE MECH.
1
A9402 COURTROOM COFFER CEILING
@PROJECTOR
1'-6"
3" = 1'-0"
CLG HT
10' - 6" AFF
Sheet Title
CONTINUOUS AIR SLOT BEHIND
LIGHT FIXTURE FOR AIR RETURN
CEILING DETAILS COURTROOM
5/8" GYP BD SUSPENDED
CLG ASSEMBLY
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9404
20'-11 1/2"
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1
A9512
1 1/4" STONE CAP ST-6
W/ EASED EDGE
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
Project
BUCKS COUNTY
JUSTICE CENTER
10
Doylestown, PA
1"
A9512
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
Prepared For
County of Bucks
SOLID HARDWOOD W/
HORIZONTAL GRAIN
6
3' - 6"
1/4" #8 MIRROR FINISH.
S.S. PLATE W/ EASED
EDGE
24" RAISED PLATFORM
5' - 0"
A9512
2' - 0"
SOLID HARDWOOD
EDGE PROFILE
3
6"
SOLID HARDWOOD
HARDWOOD BASE
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
AT CEREMONIAL COURTROOM 24" RAISED PLATFORM
A9500 BENCH ELEVATION - JUDGE @
CEREMONIAL
All reproduction & intellectual property rights reserved © 2008
In Association with
1" = 1'-0"
2
1
A9512
11'-0"
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
8"
A9512
2'-0 5/8" VERIFY
REFER TO
6"
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
10
1'-0"
5'-0"
1 1/4" STONE CAP ST-6
W/ EASED EDGE
9'-0"
SOLID HARDWOOD TOP & RETURN
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1'-0"
A9514
6"
REFER TO PLAN
HARDWOOD VENEER PANEL (WD-1)
BALANCE & CENTER MATCHED - W/
DIRECTION OF WOOD GRAIN AS INDICATED TYP.
PLAN FOR STRAIGHT DIMENTION
6
2'-6"
Key Plan
STAIR TREAD AND RISERS W/
CARPET AS SCHED.
4'-2"
3'-6"
4'-8"
A9512
A
3'-3"
B
EQ
2'-6 7/8"
2'-11 1/8"
2'-11 1/8"
2'-6 7/8"
2'-6"
SOLID HARDWOOD
HARDWOOD BASE
2'-6"
A9500 BENCH ELEVATION - JUDGE @ NON JURY
1" = 1'-0"
REFER TO PLAN
6"
7'-6"
SOLID HARDWOOD
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
1 1/4" STONE CAP ST-6
W/ EASED EDGE
A9512
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
9'-0"
6"
PRINTER CABINET
Issue Description
11'-0"
1
SOLID HARDWOOD
END PANEL
No.
8"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-robert.karamitsos_20100924-0833.rvt
EQ
EQ
RECESSED PRINTER CABINET AT
BENCH RETURN
6"
EQ
EQ
1'-8"
RAMP UP 6" W/ 4" SOLID
HRADWOOD EDGE PROTECTION TYP.
2
N
10
No.
Revision Description
YYYY-MM-DD
A9512
EQ
EQ
3'-3"
5'-0"
3'-10"
4'-6"
6"
STAIR TREAD AND RISERS
4'-10"
2'-1"
6
6"
A9512
6"
6"
2'-0"
SOLID HARDWOOD EDGE
SOLID HARDWOOD
HARDWOOD BASE
2'-6 7/8"
2'-11 1/8"
2'-11 1/8"
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
2'-6 7/8"
Sheet Title
9/25/2010 12:21:56 AM
AT JURY COURTROOM 24" RAISED PLATFORM
1
A9500 BENCH ELEVATION - JUDGE AT JURY
COURTROOM
1" = 1'-0"
COURTROOM
MILLWORK
ELEVATIONS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9504
MATCH JOINT AT WD PANEL WITH
FABRIC PANEL BEHIND - TYP.
ACOUSTIC FABRIC WRAPPED PANEL BEHIND
6'-0" FLAT DIMENSTION
+ 16' - 8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
EQ
EQ
EQ
SOLID HARDWOOD CAP
3
2"
TYP. A9512
TYP.
Project
2'-9"
2' - 7"
2'-5"
3'-2"
7
A9512
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
4"
Prepared For
6"
County of Bucks
6" RAMP W/ CARPET AS
SCHED.
HARDWOOD VENEER PANEL WD-1,
CENTER BALANCE & BOOK
MATCHED
1" = 1'-0"
6'-0" FLAT DIMENSTION
3
EQ
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) BALANCED AND CENTER MATCH, W/ 1/4"
REVEAL - TYP.
A9512
16' - 8"
EQ
EQ
SOLID WOOD CAP
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
SOLID HARDWOOD CAP
2' - 9 3/8"
2' - 9 3/8"
3
MATCH JOINT AT WD PANEL WITH
FABRIC PANEL BEHIND - TYP.
A9512 TYP.
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
2"
3"
SOLID WOOD CAP
SOLID HARDWOOD
HARDWOOD BASE
3"
6
SOLID HARDWOOD EDGE
A9500 JURY BOX FRONT ELEV. - CEREMONIAL
COURTROOM
All reproduction & intellectual property rights reserved © 2008
2' - 7"
TYP.
7
2'-0"
In Association with
3' - 3"
2'-9"
3'-6"
3'-3"
A9512
10"
4"
2'-0"
2'-5"
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
6"
6"
SOLID WOOD BASE
6" RAMP W/ CARPET AS
SCHED.
HARDWOOD VENEER PANEL WD-1,
CENTER BALANCE & BOOK
MATCHED
SOLID HARDWOOD
HARDWOOD BASE
5
A9500 JURY BOX SIDE ELEVATION
4
1" = 1'-0"
SOLID HARDWOOD EDGE
A9500 JURY BOX FRONT ELEV. - JURY
COURTROOM
1" = 1'-0"
Key Plan
A
B
N
2"
13'-6"
6"
HARDWOOD VENEER
PANEL (WD-1) W/
HARDWOOD EDGE
A3
SIM.
SOLID HARDWOOD CAP.
WOOD VENEER PANEL WD-1
W 1/4" TYP. REVEAL
A9512
A9512
A9511
A9512 EQ
2'-9"
EQ
SOLID WOOD BENCH W/ WOOD
VENEER PANEL BEHIND.
SIM.
2'-9"
SOLID HARDWOOD CAP.
2'-9"
2'-9"
2'-9"
2'-9"
EQ
EQ
EQ
No.
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
EQ
EQ
SOLID HARDWOOD BASE (WD-1)
7
A9500 GALLERY RAIL ELEV. @ JURY
COURTROOM
3
1/2" = 1'-0"
5'-6"
11'-0" JUDGE'S BENCH
3 EQ HARDWOOD VENEER PANELS
(WD-1) W/ 1/4" TYP. REVEAL
1
A9514
CABLE TRAY & ELEC. RACEWAY,
SEE TYP. MILLWORK DTL. A9700
SEE PLAN
A9512
A9500 GALLERY RAIL ELEV. @ CEREMONIAL
COURTROOM
No.
1/2" = 1'-0"
Revision Description
YYYY-MM-DD
5'-2"
WITNESS
2
1
HARDWOOD VENEER
A9514
COUNTERTOP AS SCHED.
W/ SOLID HARDWOOD EDGE
10
2
SIM.
A9512
6
A9514
10
1
HARDWOOD VENEER
COUNTERTOP AS SCHED.
W/ SOLID HARDWOOD EDGE
1
A9514
A9512
4 EQ HARDWOOD VENEER PANELS
(WD-1) W/ 1/4" TYP. REVEAL
A9514
CABLE TRAY & ELEC. RACEWAY,
SEE TYP. MILLWORK DTL. A9700
A9512
(2) DRAWER
CABINET W/
FIXED PANEL
AT BOTTOM
1'-6"
WITNESS
SEE PLAN
SEE PLAN FOR STRAIGHT DIMENSTION
EQ
3'-4"
DRAWER &
FILE CABINET
MOBILE BOOKCASE
EQ
EQ
RAMP DOWN 6"
EQ
EQ
EQ
EQ
1'-6"
EQ
EQ
DRAWER &
FILE CABINET
Drawn by
Author
Project No
09.07001.00
Reviewed by
Checker
6"
2'-0"
1'-8"
RAISED PLATFORM BEYOND
EQ
EQ
EQ
4'-6"
EQ
RAMP
5'-0"
EQ
4'-8"
EQ
Sheet Title
6"
RECESSED PRINTER
CABINET AT BENCH
RETURN
9/25/2010 12:49:50 AM
WOOD VENEER PANEL WD-1
W 1/4" TYP. REVEAL
MILLWORK DOOR AS SCHED.
10"
EQ
3
A9512
A3
SOLID HARDWOOD BASE (WD-1)
4'-2"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
4
8
2'-8"
SOLID WOOD BENCH W/ WOOD
VENEER PANEL BEHIND.
3'-6"
A9511
9
2
A9500 BENCH BACK ELEV. @ NON JURY
COURTROOM
1/2" = 1'-0"
3 EQ REMOVABLE HARDWOOD
VENEER PANELS (WD-1) W/ 1/4" TYP.
REVEAL
(2) EQ HARDWOOD VENEER
PANEL (WD-1) W/ 1/4" TYP.
REVEAL
HARDWOOD VENEER PANEL
(WD-1) W/ 1/4" TYP. REVEAL
1
A9500 BENCH BACK ELEV. @ JURY
COURTROOM
1/2" = 1'-0"
4 EQ REMOVABLE HARDWOOD
VENEER PANELS (WD-1) W/ 1/4" TYP.
REVEAL
COURTROOM
MILLWORK
ELEVATIONS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9505
Project
BUCKS COUNTY
JUSTICE CENTER
2"
1/4"
1 1/2"
3/4"
SOLID WOOD CAP
1/4" REVEAL
2"
1/4"
2"
SOLID HARDWOOD
EDGE BAND, TYP.
1/4"
1/2"
2"
1/4" REVEAL
SOLID HARDWOOD BASE
2 3/4"
3"
3/4"
3/4"
County of Bucks
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
2"
2"
Doylestown, PA
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
3/4"
3/4"
1/4"
3/4"
Prepared For
DECORATIVE
HARDWOOD
3/4" PLYWOOD PANEL
W/ HARDWOOD
VENEER, FIN. TO MATCH
ARCHITECT'S SAMPLE
1/2"
SOLID WOOD CAP
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
3/4" HARDWOOD VENEER PANEL
W/ 3/4"X3/4" SOLID WOOD EDGES
3/4"
1/4"
1/4"
1/4" REVEAL
1/4"
1 1/2"
1 1/2"
3/4"
1/4"
3/4"
1 1/2"
3/4"
1/4"
CARPET
1/2"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
SOLID WOOD DECORATIVE DETAIL
1/4"X4" WEDGE ANCHOR
DECORATIVE WOOD PLAN DETAIL @ PEW
A
B
3" = 1' - 0 "
PEW DETAIL - CUT THRU DECORATIVE WOOD
C
3" = 1' - 0 "
PEW DETAIL - CUT THRU VENEER PANEL
D
3" = 1' - 0 "
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
PEW BASE DETAIL
3" = 1' - 0 "
All reproduction & intellectual property rights reserved © 2008
In Association with
FINISH AS SCHED.
PARTITION AS SCHED.
HARDWOOD VENEER
PANELING - WD-1, FIN TO
MATCH ARCHITECT'S SAMPLE,
BALANCE & CENTER
MATCHED
1' - 10"
2'-0 3/4" V.I.F.
2 3/4"
1' - 3 1/2"
4 1/2"
SEAT
PITCH
C
B
4"
1' - 3 1/2"
1' - 6"
CONT WOOD BLOCKING PAINTED BLACK
SOLID HARDWOOD CAP
SEE DETAILS
PROVIDE BLOCKING BEHIND
AS NEEDED
SEAT
4"
4 1/2"
2"
PITCH
1' - 6"
SOLID HARDWOOD CAP
BEYOND - SEE DETAILS
SOLID HARDWOOD EDGE BAND, TYP.
Key Plan
1 1/4"
2" THICK HARDWOOD VENEER END
PANEL BEYOND - SEE DETAILS
A
2" THICK HARDWOOD VENEER END
PANEL BEYOND - SEE DETAILS
CARPET AS SCHED, TIGHT
TO WOOD BASE
B
BACK
BACK
1' - 5"
1' - 5"
A
HARDWOOD VENEER END
PANEL BEYOND
N
TAPERED SOLID HARDWOOD
BACK
SOLID WOOD DECORATIVE DETAIL
1"
1 1/4"
1 1/4"
ISSUED FOR BID
2010/09/27
1' - 3"
1' - 3"
INTERMEDIATE BENCH SUPPORT
STEEL ANGLE SUPPORT
-ANCHOR TO FLOOR
1
YYYY-MM-DD
8"
1 - 1/2" O.D. SOLID REMOVABLE
HARDWOOD PLUG
D
10"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
REMOVABLE SOLID HARDWOOD
ENCLOSURE PANEL W/ TYP. REVEAL,
FINISH TO MATCH SEAT
Issue Description
1-1/2" SOLID HARDWOOD INTERMEDIATE
SUPPORTS @ 5'-0" O.C. MAX
ALIGN
WOOD BASE BEYOND
No.
3/4"
3/4"
1 1/4"
SOLID HARDWOOD SEAT SUPPORT BEHIND
PITCH
99°
1 1/2"
2' - 10"
1"
1 1/4"
SOLID HARDWOOD SEAT BEHIND
PITCH
REMOVABLE CONTOURED
SOLID HARDWOOD SEAT
1 1/2"
2' - 8"
99°
2' - 10"
CONTOURED SOLID HARDWOOD
SEAT
TAPERED SOLID HARDWOOD
BACK
SOLID HARDWOOD EDGE BAND, TYP.
CARPET AS SCHEDULED
1/4" REVEAL
SOLID HARDWOOD BASE
TOP OF CONCRETE SLAB
1/4" X 4" WEDGE ANCHOR
CARPET AS SCHEDULED
TOP OF CONCRETE SLAB
No.
Revision Description
YYYY-MM-DD
CARPET
1' - 10"
ACOUSTIC SEALANT BOTH SIDES OF PARTN
PEW END ELEVATION
BENCH SECTION @ BACK WALL
A5
A9511
A9500 BENCH SECTION @ COURTROOM
BACKWALL
3" = 1'-0"
NOTE:
BENCH SHALL BE REMOVABLE FOR FUTURE
REFINISH AND REPAIR
A3
A9511
NOTE:
BENCH SHALL BE REMOVABLE FOR FUTURE
REFINISH AND REPAIR
A9500 FREE STANDING BENCH SECTION & END
ELEVATION @ COURTROOM
3" = 1'-0"
FIXED BENCH SECTION
Drawn by
HOK
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
9/24/2010 11:07:38 PM
COURTROOM PEW /
BENCH SEAT DETAILS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9511
20'-11 1/2"
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1
A9512
1 1/4" STONE CAP ST-6
W/ EASED EDGE
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
Project
BUCKS COUNTY
JUSTICE CENTER
10
Doylestown, PA
1"
A9512
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
Prepared For
County of Bucks
SOLID HARDWOOD W/
HORIZONTAL GRAIN
6
3' - 6"
1/4" #8 MIRROR FINISH.
S.S. PLATE W/ EASED
EDGE
24" RAISED PLATFORM
5' - 0"
A9512
2' - 0"
SOLID HARDWOOD
EDGE PROFILE
3
6"
SOLID HARDWOOD
HARDWOOD BASE
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
AT CEREMONIAL COURTROOM 24" RAISED PLATFORM
A9500 BENCH ELEVATION - JUDGE @
CEREMONIAL
All reproduction & intellectual property rights reserved © 2008
In Association with
1" = 1'-0"
2
1
A9512
11'-0"
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
8"
A9512
2'-0 5/8" VERIFY
REFER TO
6"
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
10
1'-0"
5'-0"
1 1/4" STONE CAP ST-6
W/ EASED EDGE
9'-0"
SOLID HARDWOOD TOP & RETURN
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1'-0"
A9514
6"
REFER TO PLAN
HARDWOOD VENEER PANEL (WD-1)
BALANCE & CENTER MATCHED - W/
DIRECTION OF WOOD GRAIN AS INDICATED TYP.
PLAN FOR STRAIGHT DIMENTION
6
2'-6"
Key Plan
STAIR TREAD AND RISERS W/
CARPET AS SCHED.
4'-2"
3'-6"
4'-8"
A9512
A
3'-3"
B
EQ
2'-6 7/8"
2'-11 1/8"
2'-11 1/8"
2'-6 7/8"
2'-6"
SOLID HARDWOOD
HARDWOOD BASE
2'-6"
A9500 BENCH ELEVATION - JUDGE @ NON JURY
1" = 1'-0"
REFER TO PLAN
6"
7'-6"
SOLID HARDWOOD
HARDWOOD VENEER PANEL WD-1,
BALANCE & CENTER MATCHED
1 1/4" STONE CAP ST-6
W/ EASED EDGE
A9512
SOLID HARDWOOD INSET
W/ HORIZONTAL GRAIN TYP.
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1/4" #8 MIRROR FINISH S.S.
BAR W/ EASED EDGE
9'-0"
6"
PRINTER CABINET
Issue Description
11'-0"
1
SOLID HARDWOOD
END PANEL
No.
8"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-robert.karamitsos_20100924-0833.rvt
EQ
EQ
RECESSED PRINTER CABINET AT
BENCH RETURN
6"
EQ
EQ
1'-8"
RAMP UP 6" W/ 4" SOLID
HRADWOOD EDGE PROTECTION TYP.
2
N
10
No.
Revision Description
YYYY-MM-DD
A9512
EQ
EQ
3'-3"
5'-0"
3'-10"
4'-6"
6"
STAIR TREAD AND RISERS
4'-10"
2'-1"
6
6"
A9512
6"
6"
2'-0"
SOLID HARDWOOD EDGE
SOLID HARDWOOD
HARDWOOD BASE
2'-6 7/8"
2'-11 1/8"
2'-11 1/8"
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
2'-6 7/8"
Sheet Title
9/25/2010 12:21:56 AM
AT JURY COURTROOM 24" RAISED PLATFORM
1
A9500 BENCH ELEVATION - JUDGE AT JURY
COURTROOM
1" = 1'-0"
COURTROOM
MILLWORK
ELEVATIONS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9504
MATCH JOINT AT WD PANEL WITH
FABRIC PANEL BEHIND - TYP.
ACOUSTIC FABRIC WRAPPED PANEL BEHIND
6'-0" FLAT DIMENSTION
+ 16' - 8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
EQ
EQ
EQ
SOLID HARDWOOD CAP
3
2"
TYP. A9512
TYP.
Project
2'-9"
2' - 7"
2'-5"
3'-2"
7
A9512
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
4"
Prepared For
6"
County of Bucks
6" RAMP W/ CARPET AS
SCHED.
HARDWOOD VENEER PANEL WD-1,
CENTER BALANCE & BOOK
MATCHED
1" = 1'-0"
6'-0" FLAT DIMENSTION
3
EQ
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) BALANCED AND CENTER MATCH, W/ 1/4"
REVEAL - TYP.
A9512
16' - 8"
EQ
EQ
SOLID WOOD CAP
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
2' - 9 3/8"
SOLID HARDWOOD CAP
2' - 9 3/8"
2' - 9 3/8"
3
MATCH JOINT AT WD PANEL WITH
FABRIC PANEL BEHIND - TYP.
A9512 TYP.
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
2"
3"
SOLID WOOD CAP
SOLID HARDWOOD
HARDWOOD BASE
3"
6
SOLID HARDWOOD EDGE
A9500 JURY BOX FRONT ELEV. - CEREMONIAL
COURTROOM
All reproduction & intellectual property rights reserved © 2008
2' - 7"
TYP.
7
2'-0"
In Association with
3' - 3"
2'-9"
3'-6"
3'-3"
A9512
10"
4"
2'-0"
2'-5"
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
6"
6"
SOLID WOOD BASE
6" RAMP W/ CARPET AS
SCHED.
HARDWOOD VENEER PANEL WD-1,
CENTER BALANCE & BOOK
MATCHED
SOLID HARDWOOD
HARDWOOD BASE
5
A9500 JURY BOX SIDE ELEVATION
4
1" = 1'-0"
SOLID HARDWOOD EDGE
A9500 JURY BOX FRONT ELEV. - JURY
COURTROOM
1" = 1'-0"
Key Plan
A
B
N
2"
13'-6"
6"
HARDWOOD VENEER
PANEL (WD-1) W/
HARDWOOD EDGE
A3
SIM.
SOLID HARDWOOD CAP.
WOOD VENEER PANEL WD-1
W 1/4" TYP. REVEAL
A9512
A9512
A9511
A9512 EQ
2'-9"
EQ
SOLID WOOD BENCH W/ WOOD
VENEER PANEL BEHIND.
SIM.
2'-9"
SOLID HARDWOOD CAP.
2'-9"
2'-9"
2'-9"
2'-9"
EQ
EQ
EQ
No.
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
EQ
EQ
SOLID HARDWOOD BASE (WD-1)
7
A9500 GALLERY RAIL ELEV. @ JURY
COURTROOM
3
1/2" = 1'-0"
5'-6"
11'-0" JUDGE'S BENCH
3 EQ HARDWOOD VENEER PANELS
(WD-1) W/ 1/4" TYP. REVEAL
1
A9514
CABLE TRAY & ELEC. RACEWAY,
SEE TYP. MILLWORK DTL. A9700
SEE PLAN
A9512
A9500 GALLERY RAIL ELEV. @ CEREMONIAL
COURTROOM
No.
1/2" = 1'-0"
Revision Description
YYYY-MM-DD
5'-2"
WITNESS
2
1
HARDWOOD VENEER
A9514
COUNTERTOP AS SCHED.
W/ SOLID HARDWOOD EDGE
10
2
SIM.
A9512
6
A9514
10
1
HARDWOOD VENEER
COUNTERTOP AS SCHED.
W/ SOLID HARDWOOD EDGE
1
A9514
A9512
4 EQ HARDWOOD VENEER PANELS
(WD-1) W/ 1/4" TYP. REVEAL
A9514
CABLE TRAY & ELEC. RACEWAY,
SEE TYP. MILLWORK DTL. A9700
A9512
(2) DRAWER
CABINET W/
FIXED PANEL
AT BOTTOM
1'-6"
WITNESS
SEE PLAN
SEE PLAN FOR STRAIGHT DIMENSTION
EQ
3'-4"
DRAWER &
FILE CABINET
MOBILE BOOKCASE
EQ
EQ
RAMP DOWN 6"
EQ
EQ
EQ
EQ
1'-6"
EQ
EQ
DRAWER &
FILE CABINET
Drawn by
Author
Project No
09.07001.00
Reviewed by
Checker
6"
2'-0"
1'-8"
RAISED PLATFORM BEYOND
EQ
EQ
EQ
4'-6"
EQ
RAMP
5'-0"
EQ
4'-8"
EQ
Sheet Title
6"
RECESSED PRINTER
CABINET AT BENCH
RETURN
9/25/2010 12:49:50 AM
WOOD VENEER PANEL WD-1
W 1/4" TYP. REVEAL
MILLWORK DOOR AS SCHED.
10"
EQ
3
A9512
A3
SOLID HARDWOOD BASE (WD-1)
4'-2"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
4
8
2'-8"
SOLID WOOD BENCH W/ WOOD
VENEER PANEL BEHIND.
3'-6"
A9511
9
2
A9500 BENCH BACK ELEV. @ NON JURY
COURTROOM
1/2" = 1'-0"
3 EQ REMOVABLE HARDWOOD
VENEER PANELS (WD-1) W/ 1/4" TYP.
REVEAL
(2) EQ HARDWOOD VENEER
PANEL (WD-1) W/ 1/4" TYP.
REVEAL
HARDWOOD VENEER PANEL
(WD-1) W/ 1/4" TYP. REVEAL
1
A9500 BENCH BACK ELEV. @ JURY
COURTROOM
1/2" = 1'-0"
4 EQ REMOVABLE HARDWOOD
VENEER PANELS (WD-1) W/ 1/4" TYP.
REVEAL
COURTROOM
MILLWORK
ELEVATIONS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9505
Project
BUCKS COUNTY
JUSTICE CENTER
2"
1/4"
1 1/2"
3/4"
SOLID WOOD CAP
1/4" REVEAL
2"
1/4"
2"
SOLID HARDWOOD
EDGE BAND, TYP.
1/4"
1/2"
2"
1/4" REVEAL
SOLID HARDWOOD BASE
2 3/4"
3"
3/4"
3/4"
County of Bucks
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
2"
2"
Doylestown, PA
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
3/4"
3/4"
1/4"
3/4"
Prepared For
DECORATIVE
HARDWOOD
3/4" PLYWOOD PANEL
W/ HARDWOOD
VENEER, FIN. TO MATCH
ARCHITECT'S SAMPLE
1/2"
SOLID WOOD CAP
3/4" PLYWOOD WITH
HARDWOOD VENEER FINISH TO MATCH
ARCHITECT SAMPLE
3/4" HARDWOOD VENEER PANEL
W/ 3/4"X3/4" SOLID WOOD EDGES
3/4"
1/4"
1/4"
1/4" REVEAL
1/4"
1 1/2"
1 1/2"
3/4"
1/4"
3/4"
1 1/2"
3/4"
1/4"
CARPET
1/2"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
SOLID WOOD DECORATIVE DETAIL
1/4"X4" WEDGE ANCHOR
DECORATIVE WOOD PLAN DETAIL @ PEW
A
B
3" = 1' - 0 "
PEW DETAIL - CUT THRU DECORATIVE WOOD
C
3" = 1' - 0 "
PEW DETAIL - CUT THRU VENEER PANEL
D
3" = 1' - 0 "
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
PEW BASE DETAIL
3" = 1' - 0 "
All reproduction & intellectual property rights reserved © 2008
In Association with
FINISH AS SCHED.
PARTITION AS SCHED.
HARDWOOD VENEER
PANELING - WD-1, FIN TO
MATCH ARCHITECT'S SAMPLE,
BALANCE & CENTER
MATCHED
1' - 10"
2'-0 3/4" V.I.F.
2 3/4"
1' - 3 1/2"
4 1/2"
SEAT
PITCH
C
B
4"
1' - 3 1/2"
1' - 6"
CONT WOOD BLOCKING PAINTED BLACK
SOLID HARDWOOD CAP
SEE DETAILS
PROVIDE BLOCKING BEHIND
AS NEEDED
SEAT
4"
4 1/2"
2"
PITCH
1' - 6"
SOLID HARDWOOD CAP
BEYOND - SEE DETAILS
SOLID HARDWOOD EDGE BAND, TYP.
Key Plan
1 1/4"
2" THICK HARDWOOD VENEER END
PANEL BEYOND - SEE DETAILS
A
2" THICK HARDWOOD VENEER END
PANEL BEYOND - SEE DETAILS
CARPET AS SCHED, TIGHT
TO WOOD BASE
B
BACK
BACK
1' - 5"
1' - 5"
A
HARDWOOD VENEER END
PANEL BEYOND
N
TAPERED SOLID HARDWOOD
BACK
SOLID WOOD DECORATIVE DETAIL
1"
1 1/4"
1 1/4"
ISSUED FOR BID
2010/09/27
1' - 3"
1' - 3"
INTERMEDIATE BENCH SUPPORT
STEEL ANGLE SUPPORT
-ANCHOR TO FLOOR
1
YYYY-MM-DD
8"
1 - 1/2" O.D. SOLID REMOVABLE
HARDWOOD PLUG
D
10"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
REMOVABLE SOLID HARDWOOD
ENCLOSURE PANEL W/ TYP. REVEAL,
FINISH TO MATCH SEAT
Issue Description
1-1/2" SOLID HARDWOOD INTERMEDIATE
SUPPORTS @ 5'-0" O.C. MAX
ALIGN
WOOD BASE BEYOND
No.
3/4"
3/4"
1 1/4"
SOLID HARDWOOD SEAT SUPPORT BEHIND
PITCH
99°
1 1/2"
2' - 10"
1"
1 1/4"
SOLID HARDWOOD SEAT BEHIND
PITCH
REMOVABLE CONTOURED
SOLID HARDWOOD SEAT
1 1/2"
2' - 8"
99°
2' - 10"
CONTOURED SOLID HARDWOOD
SEAT
TAPERED SOLID HARDWOOD
BACK
SOLID HARDWOOD EDGE BAND, TYP.
CARPET AS SCHEDULED
1/4" REVEAL
SOLID HARDWOOD BASE
TOP OF CONCRETE SLAB
1/4" X 4" WEDGE ANCHOR
CARPET AS SCHEDULED
TOP OF CONCRETE SLAB
No.
Revision Description
YYYY-MM-DD
CARPET
1' - 10"
ACOUSTIC SEALANT BOTH SIDES OF PARTN
PEW END ELEVATION
BENCH SECTION @ BACK WALL
A5
A9511
A9500 BENCH SECTION @ COURTROOM
BACKWALL
3" = 1'-0"
NOTE:
BENCH SHALL BE REMOVABLE FOR FUTURE
REFINISH AND REPAIR
A3
A9511
NOTE:
BENCH SHALL BE REMOVABLE FOR FUTURE
REFINISH AND REPAIR
A9500 FREE STANDING BENCH SECTION & END
ELEVATION @ COURTROOM
3" = 1'-0"
FIXED BENCH SECTION
Drawn by
HOK
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
9/24/2010 11:07:38 PM
COURTROOM PEW /
BENCH SEAT DETAILS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9511
2 1/2"
1"
6"
2"
3/4" HARDWOOD
VENEER PANEL - BOOK-MATCHED
AND CENTER BALANCED VERTICAL
WD GRAIN
SOLID HARDWOOD INSET W/
HORIZONTAL WD GRAIN
3/4" X 3/4" HARDWOOD EDGE
3/4" HARDWOOD
VENEER PANEL - FINISH AS
SPECIFIED BY ARCHITECT
SOLID HARDWOOD EDGING HORIZONTAL GRAIN FINISH TO MATCH WOOD VENEER
SOLID WOOD DECORATIVE DETAIL
8
1/4"
TUBE STEEL 2X2X 3/16"
W/ STEEL BASE PLATE
ANCHORED TO FLOOR
@ 5' -0" O.C.
A9500 GALLERY RAIL - PLAN DETAIL
7
3" = 1'-0"
2 1/2"
1/8"
2 1/2"
1/8"
2 3/4"
1/8" 3 7/8" 1/8"
1/8"
1/8" 3 7/8" 1/8"
2 3/4"
1/8"
6
3" = 1'-0"
4"
5
3" = 1'-0"
SOLID WOOD BASE
PIVOT HINGE AS
SCHED.
VERIFY CLEARANCE
REQUIRED
FL
EL
4"
A9500 BENCH SECTION @ CLERK STATION
A9500 COURTROOM GATE SECTION
4
1 1/2" = 1'-0"
1 1/4" STONE CAP ST-6
W/ EASED EDGE
1 1/2" = 1'-0"
SOLID HARDWOOD
8 1/2"
County of Bucks
1/4"
SOLID WOOD BASE
STONE CAP ABOVE
A9500 BENCH HARDWOOD VENEER PANEL
JOINT DETAIL1
1/4" REVEAL,
PAINT BACK OF REVEAL
1/4" REVEAL,
PAINT BACK OF REVEAL
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
1/4"
A9500 BENCH WD VENEER PANEL JOINT DETAIL
Prepared For
HARDWOOD VENEER
PANEL WD-1 ON BOTH SIDES
BALANCE & CENTER MATCHED
SOLID HARDWOOD INSET W/
HORIZONTAL WD GRAIN
1/8"
Doylestown, PA
5 1/4"
1/2"
1/2" MILLWORK SUBSTRATE BOTH SIDES
SEE PLAN
6"
6"
MILLWORK SUBSTRATE
CONTINUOUS WIRE CABLE TRAY &
SURFACE MOUNTED RACEWAY AS
SPECIFIED BY ELECTRICAL.
1/2" MILLWORK SUBSTRATE BOTH SIDES
Project
BUCKS COUNTY
JUSTICE CENTER
2'-6"
CONT. FIBERGLASS ARMOR
DOWN TO FLOOR
FIBERGLASS ARMOR AT
JUDGE'S BENCH
1/2" WOOD VENEER
PANEL AT BOTH
SIDES
3'-6"
MILLWORK SUBSTRATE
2'-3 3/4"
3/4" HARDWOOD
VENEER PANEL - FINISH AS
SPECIFIED BY ARCHITECT
1/4"
1/4"
6"
2"
6"
2"
2'-0"
PENCIL DRAWER AS INDICATED
ON ELEV.
3'-0"
1/4"
A9512
WOOD EDGE TRIM, TYP.
HARDWOOD VENEER
COUNTERTOP W/ SOLID
HARDWOOD EDGE,
SEE ARCHITECT SAMPLE FOR
COUNTERTOP FINISH
HARDWOOD VENEER COUNTERTOP
W/ SOLID WOOD EDGE
3/4" HARDWOOD
VENEER PANEL - FINISH AS
SPECIFIED BY ARCHITECT
1
4"
SOLID HARDWOOD CAP
SOLID HARDWOOD EDGE
2"
HARDWOOD VENEER PANEL - BALANCE MATCH,
FIN. TO MATCH ARCHITECT'S SAMPLE
2"
3/4" SOLID WOOD CAP
PIVOT HINGE,
MORTISE SOCKET INTO
TOP OF HINGE,SEE
HARDWARE SCHEDULE
HARDWOOD VENEER (WD-1) COUNTERTOP AS SCHED.
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
FIELD LOCATED GROMMET
6"
2'-6"
8"
2"
MILLWORK SUBSTRATE
1 1/2"
4"
Key Plan
3'-6"
3"
B
N
6"
4"
FILL IN CAVITY WITH NONCOMBUSTIBLE FIBERGLASS
CARPET
10"
CARPET AS SCHED.
6"
FINISHED FLOOR LEVEL,
CARPET AS SCHED
2
A9500 COURTROOM GALLERY RAIL SECTION
1 1/2" = 1'-0"
10
A9500 BENCH SECTION @ JUDGE 20" RAISED
1 1/2" = 1'-0"
A9500 BENCH SECTION @ WITNESS
1 1/4" STONE CAP ST-6
W/ EASED EDGE
1 1/2" = 1'-0"
SOLID HARDWOOD
8 1/2"
HARDWOOD VENEER (WD-1) COUNTERTOP AS SCHED.
6"
COORDINATE LOCATION OF
GROMMET W/ OWNER
2'-6"
8"
2"
1/8"
1/8"
FINISHED FLOOR LEVEL,
CARPET AS SCHED
SOLID HARDWOOD
EDGE PROFILE
SOLID HARDWOOD
HARDWOOD BASE
1/4"
2 3/4"
6"
6"
4"
6"
1'-0"
SOLID WOOD BASE
9/24/2010 11:08:00 PM
CARPET
A9500 BENCH - JURY BOX RAIL DETAIL
1 1/2" = 1'-0"
1 1/2"
2'-6"
4"
YYYY-MM-DD
4' - 6"
RAISED PLATFORM: 2 LAYERS
3/4" PLYWOOD ON FIRE
TREATED 2X WOOD
SLEEPERS
CARPET AS SCHED.
Revision Description
1
A9500 BENCH SECTION @ JUDGE 24" RAISED
FILL IN CAVITY WITH NONCOMBUSTIBLE FIBERGLASS
2'-0"
SOLID WOOD BASE
PROVIDE WIRING ACCESS
WITHIN FRAMING
No.
PROVIDE CONDUIT
ACCESS WITHIN
FRAMING
SOLID WOOD BAND
FILL IN CAVITY WITH NONCOMBUSTIBLE FIBERGLASS
2010/09/27
1/4" #4 S.S. PLATE W/ EASED EDGE
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) BALANCED AND
CENTER MATCH, W/ 1/4"
REVEAL - TYP.
2X4 FIRE TREATED FRAMING
ISSUED FOR BID
3'-3"
2'-1 1/2"
SOLID HARDWOOD BASE
1/2" MDF BOARD (BOTH SIDES)
RAISED PLATFORM: 2 LAYERS
3/4" PLYWOOD ON 2X FIRE
TREATED WOOD SLEEPERS
REMOVABLE WD
VENEER PANEL (WD-1)
AT BACK OF BENCH,
BALANCE MATCH
1/4" REVEAL
3"
4"
BUILT UP FLOOR WITH
CARPET TILE
6"
A9512
2'-5"
2'-6"
6
1
YYYY-MM-DD
MILLWORK SUBSTRATE
HARDWOOD
VENEER PANEL WD-1,
CENETR BALANCE & BOOK
MATCHED
SOLID WOOD BAND
Issue Description
MIN ADA ACCESSIBLE
CLEARENCES
2'-3" MIN.
2 3/4" 2"
3"
1 1/2"
CONT. FIBERGLASS ARMOR UNDER
WOOD PANELS ( 3 SIDES)
6"
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) W/ 1/4"
REVEAL - TYP.
JURY SEATING AREA
3'-6"
ELEC. RACEWAY, SEE
ELEC.
6"
4'-0"
FILL IN CAVITY WITH NONCOMBUSTIBLE FIBERGLASS
3"
MILLWORK SUBSTRATE
SOLID WOOD CAP
4'-0"
PROVIDE CABLE
MANAGEMENT TRAY
- TYP, SEE DTL
A3
A9700
6"
1/2"
5'-0"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
SOLID WOOD CAP
SOLID HARDWOOD EDGE
TABLE MICROPHONE WIRED INTERNALLY
WITHIN RAIL -(SEE A-V DWG)
No.
2" X1 1/2" SOLID HARDWOOD EDGE
W/ EASED CORNER
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
3
A
1'-8"
1/8"
PROVIDE CONDUIT
ACCESS WITHIN
FRAMING
SOLID HARDWOOD
EDGE PROFILE
1/4"
2'-6"
3'-3"
3'-6"
4'-8"
SOLID HARDWOOD BASE
1/4" #4 S.S. PLATE W/ EASED EDGE
SOLID WOOD BASE
9
RAISED PLATFORM: 2 LAYERS
3/4" PLYWOOD ON FIRE
TREATED 2X WOOD
SLEEPERS
CARPET AS SCHED.
1/4" REVEAL
SOLID HARDWOOD
HARDWOOD BASE
CARPET AS SCHED.
REMOVABLE WD
VENEER PANEL (WD-1)
AT BACK OF BENCH,
BALANCE MATCH
A9512
WOOD VENEER PANEL WD-1
SOLID HARDWOOD BASE
SOLID WOOD BAND
10"
6
SOLID WOOD BASE
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) BALANCED AND
CENTER MATCH, W/ 1/4"
REVEAL - TYP.
2 3/4"
HARDWOOD VENEER PANEL WD-1,
W/ 1/4" REVEAL TYP.
PROVIDE CABLE
MANAGEMENT TRAY
- TYP, SEE A4400
SOLID HARDWOOD EDGING FINISH TO MATCH VENEER
6"
4' - 2"
3"
3"
HARDWOOD VENEER PANEL (WD-1),
BALANCE & CENTER MATCHED
2X4 FIRE TREATED FRAMING
3'-6"
SCHED. COUNTER W/
EASED HARDWOOD EDGE
1'-9"
VARIES, SEE ELEVATION
2'-0 1/2"
1/2" MILLWORK SUBSTRATE
(BOTH SIDES)
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
MIN ADA ACCESSIBLE
CLEARENCES
MILLWORK SUBSTRATE
HARDWOOD
VENEER PANEL WD-1,
CENETR BALANCE & BOOK
MATCHED
1 1/2"
2 3/4" 2"
2"
SOLID HARDWOOD EDGE
In Association with
2'-6"
3/4" SOLID HARDWOOD CAP
SOLID WOOD CAP
ELEC. RACEWAY, SEE
ELEC.
CONT. FIBERGLASS ARMOR UNDER
WOOD PANELS ( 3 SIDES)
2'-3" MIN.
1'-6"
3"
6 1/2"
SOLID WOOD BAND
PROVIDE CABLE
MANAGEMENT TRAY
- TYP, SEE DTL
A3
A9700
1/8"
SOLID HARDWOOD EDGE
3/4" SOLID HARDWOOD END PANEL
6"
3"
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
FACE OF STONE BEYOND
All reproduction & intellectual property rights reserved © 2008
2" X1 1/2" SOLID HARDWOOD EDGE
W/ EASED CORNER
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
COURTROOM
MILLWORK DETAILS
Original drawing is 42 x 30
Do not scale contents of this drawing
1 1/2" = 1'-0"
Sheet Number
A9512
SCHED.COUNTERTOP W/ HARDWOOD EDGE (WD-1) AS SCHED.
BACK SIDE
SOLID WD CAP
9'-6"
9'-2"
2"
7'-0"
1 1/2"
2"
1'-0"
FRONT SIDE
2'-6"
6"
1'-10 1/2"
2"
3'-0"
1 1/2" P-LAM TABLE TOP
W/ SOLID HARDWOOD
EASED EDGE FINISH TO MATCH
JUDGE'S BENCH WORK
SURFACE
2'-6"
2'-0"
2"
DECORATIVE SOLID WOOD
Project
4"
BUCKS COUNTY
JUSTICE CENTER
4"
HARDWOOD VENEER PRIVACY
PANEL W/ HARDWOOD EDGE VENEER BALANCE & CENTER
MATCHED
Doylestown, PA
Prepared For
County of Bucks
1'-0"
2"
SOLID HARDWOOD BASE FINISH TO MATCH
COURTROOM
A9512
SECTION
FRONT ELEVATION
FURNITURE MOUNTABLE TILT-UP AV
CONNCETION ENCLOSURE AS SCHED. - REFER
TO AV & ELEC. & IT, COORDINATE CUT OUT W/
PRODUCT SPECIFIED
1 1/2" P-LAM TABLE TOP W/
SOLID HARDWOOD EASED
EDGE - FINISH TO MATCH
JUDGE'S BENCH WORK
SURFACE
4"
7'-0"
SIDE ELEVATION
1 1/2"
1 3/4"
EQ
1'-0"
1'-0"
1'-10"
HARDWOOD VENEER PRIVACY
PANEL W/ HARDWOOD EDGE VENEER BALANCE & CENTER
MATCHED
1'-0"
3'-2"
2"
WOOD VENEER
PANEL (WD-1) BALANCE &
CENTER
MATCHED
3'-2"
3'-2"
8"
1 1/2"
HARDWOOD VENEER PRIVACY PANEL
W/ HARDWOOD EDGE - VENEER
CENTER BALANCE & BOOK MATCHED
HARDWOOD VENEER CLEAR PANEL
W/ HARDWOOD EDGE
All reproduction & intellectual property rights reserved © 2008
In Association with
SOLID HARDWOOD BASE FINISH TO MATCH JUDGE'S BENCH
TABLE MICROPHONE BOX,
SEE AV & ELEC.
FIRE RATED RECESSED
FLOOR BOX AS SPEC.
- SEE ELEC.
SECTION
A9500 COURTROOM - ATTORNEY TABLE1
2
SOLID WOOD CAP
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
LINE OF END SUPPORT PANEL BEYOND
2"
SECTION
PLAN VIEW
9'-6"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
FURNITURE MOUNTABLE ENCLOSURE
FOR POWER / DATA OUTLETS - SEE
ELEC. , AV AND IT
4"
4"
FRONT ELEV.
4"
3'-6"
3'-0"
EQ
1 1/2" HARDWOOD VENEER TABLE TOP
W/ SOLID HARDWOOD EASED EDGE FINISH TO MATCH JUDGE'S BENCH
WOOD VENEER
3'-0"
FIRE RATED RECESSED
POKE THRU AT FLOOR
AS SPEC. - SEE ELEC.
2'-4"
EQ
(2) LAYERS MDF W/
HARDWOOD VENEER
1 1/2"
6'-5"
1'-0"
4"
9'-6"
OPEN
1'-4"
5
4"
6"
PLAN
1" = 1'-0"
COUNTERTOP W/ HARD WOOD EDGE
AS SCHED.
SURFACE MOUNTED ELEC. RACEWAY
3' - 0"
CABLE TRAY, SEE TYP.
MILLWORK DTL. A9700
HARDWOOD VENEER PANEL W/ TYP.
PANEL REVEAL - BALANCE MATCH
Key Plan
A
B
BACK ELEV.
N
3'-0"
FIRE RATED FLOOR BOX BELOW
AS SPEC. - SEE ELEC.
TILT-UP POWER/ DATA
FURNITURE ENCLOSURE,
COORDINATE CUT OUT W/
AV/ ELEC/ IT
1" = 1'-0"
1'-1"
2'-2"
LCD ANNOTATION MONITOR
SOLID HARDWOOD CAP
W/ EASED EDGE
SOLID WOOD CAP W/ EASED EDGE
DECORATIVE HARDWOOD DETAIL
4"
3
A9500 BENCH PLAN & ELEV. @ CLERK
1'-1"
1'-7 3/4"
SCHED. TABLE TOP W/ SOLID
HARDWOOD EASED EDGE FINISH TO MATCH JUDGE'S BENCH
WORK SURFACE
1 1/2"
4"
KEYBOARD SHELF ON FULL
EXTEND SLIDE
HARDWOOD VENEER COUNTERTOP W/ SOLID
HARDWOOD EDGE
DOC. CAMERA DRAWER W/ FULL
EXTEND
SLIDE HARDWARE
PLAN VIEW
A9513
2'-11 3/4"
3' - 2 1/2"
SIDE ELEVATION
SCHED. TABLE TOP W/ SOLID
HARDWOOD EASED EDGE FINISH TO MATCH JUDGE'S BENCH
WORK SURFACE
KEYBOARD SHELF ON FULL
EXTEND SLIDE
4
3'-0"
3'-0"
POWER/DATA FURNITURE
ENCLOSURE AS SPEC., REFER
TO AV DWG
MILLWORK SUBSTRATE
BOTH SIDES
2'-1"
HEAVY DUTY CASTER AS SCHED.
1'-7 1/4"
ADJUSTABLE SHELV
PIVOT DOOR SLIDE
HEAVY DUTY CASTER AS SCHED.
3'-6"
3'-3"
AV RACK AS SCHED.
9/25/2010 12:53:29 AM
1
HARDWOOD VENEER
PANEL - WD-1,
BALANCE & CENTER
MATCHED
SOLID HARDWOOD
EDGING - FINISH TO
MATCH VENEER
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
SOLID WOOD BASE
HEAVY DUTY CASTER AS SCHED.
Sheet Title
FIRE RATED RECESSED FLOOR
BOX AS SPEC. - SEE ELEC.
BACK ELEVATION - OPEN
SOLID HARDWOOD CAP
W/ EASED EDGE
7
SOLID WOOD BASE
FIRE RATED RECESSED FLOOR BOX
AS SPEC. - SEE ELEC.
1'-0"
YYYY-MM-DD
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
HARDWOOD VENEER DOOR
W/ PIVOT DOOR SLIDE
AV EQUIPMENT & RACK RAIL AS
SPECIFIED ON AV DWG,
COORDINATE REQUIRED SIZE &
INSTALLATION W/ MILLWORK
CONTRACTOR
Revision Description
DECORATIVE
HARDWOOD DETAIL
A9512
HARDWOOD VENEER PANEL -WD-1,
BALANCE MATCHED
No.
A9513
3'-0"
DRAWER PULL & FULL EXTEND
SLIDE HARDWARE AS SCHED.
4 3/4"
4 3/4"
SOLID HARDWOOD BASE
DOC. CAMERA DRAWER W/ 2"
HIGH SIDES - FULL EXTENSION
DRAWER SLIDES HARDWARE AS
SPEC.
3'-3"
3'-6"
A9512 SIM.
HARDWOOD VENEER
PANEL BOTH SIDES (WD-1)
SOLID HARDWOOD CAP
W/ EASED EDGE
SCHED. TABLE TOP W/ SOLID
HARDWOOD EASED EDGE FINISH TO MATCH JUDGE'S BENCH
WORK SURFACE
KEYBOARD SHELF ON FULL
EXTEND SLIDE
7
SOLID HARDWOOD EDGING FINISH TO MATCH VENEER
1 1/2" = 1'-0"
2010/09/27
SOLID WOOD BASE
2"
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
A9500 COURTROOM LECTERN SECTION
ISSUED FOR BID
4
DECORATIVE HARDWOOD DETAIL
4
1
YYYY-MM-DD
MICROPHONE , REFER TO AV
SOLID HARDWOOD CAP
W/ EASED EDGE
AV EQUIPMENT & RACK AS
SCHED. - REFER TO AV
Issue Description
SOLID HARDWOOD EDGING FINISH TO MATCH VENEER
FLOOR BOX BELOW
2'-2"
No.
HARDWOOD VENEER PANEL -WD-1,
BALANCE & CENTER MATCHED
1'-6"
3'-6"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yang.jiao_20100924-0948.rvt
2' - 6"
DOCUMENT CAMERA DRAWER
3'-6"
2'-2"
1'-2"
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
BACK ELEVATION -CLOSE
FRONT ELEVATION
COURTROOM
MILLWORK DETAILS
A9500 COURTROOM - LECTERN
1" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9513
8 1/2"
WIDTH OF STAIR - SEE PLAN
6"
3/4" SOLID
HARDWOOD CAP
SOLID HARDWOOD
EDGE
6
A9210
6
A9210
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
2'-10"
HARDWOOD VENEER
PANEL (WD-1),
CENTER BALANCE &
BOOK MATCHED
Project
GROMMET AT INSIDE CORNER,
FINISH AS INDICATE BY
ARCHITECT
2'-1" , UON.
HARDWOOD VENEER (WD-1)
COUNTERTOP W/ HARDWOOD EDGE
CARPET AS SCHED.
Prepared For
3" X 3" WIRE OPENING
@ PRINTER CAB
HARDWOOD
VENEER (WD-1)
INSIDE
SOLID WOOD BASE
Doylestown, PA
County of Bucks
3 1/4"
4'-10"
RAISED PLATFORM: 2 LAYERS
3/4" PLYWOOD ON FIRE
TREATED 2X WOOD SLEEPERS
1 1/2"
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) W/ 1/4"
REVEAL - TYP.
BUCKS COUNTY
JUSTICE CENTER
CAB HARDWARE AS SCHED
ELEC J BOX WHERE INDICATED,
COORDINATE W/ IT/ AV/ ELEC.
SOLID WOOD BASE AS SCHED
FL FINISH AS SCHED
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
FL
2'-4"
EL
3
A9500 COURTROOM PRINTER CABINET
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
1 1/2" = 1'-0"
HEAVY DUTY CASTER W/ LOCK
HARDWOOD VENEER AS
SCHED.
1 1/4" STONE CAP ST-6
W/ EASED EDGE
SOLID HARDWOOD
8 1/2"
HARDWOOD VENEER (WD-1) COUNTERTOP AS SCHED.
2" X1 1/2" SOLID HARDWOOD EDGE
W/ EASED CORNER
6"
2'-6"
1 1/2"
8"
2"
MILLWORK SUBSTRATE
UON
PENCIL DRAWER
HDWD VENEER (WD-1) CAB
DRAWER FRONT
AS INDICATED
UON
7 1/8"
1/8"
SOLID HARDWOOD EDGE
3"
1 1/2" = 1'-0"
3 1/8"
1/4" #8 MIRROR FINISH S.S.
PLATE W/ EASED EDGE
A9500 COURTROOM MOBILE BOOKCASE
All reproduction & intellectual property rights reserved © 2008
In Association with
FIELD LOCATED GROMMET
6
SLIDE OUT PRINTER SHELF,
HARDWARE AS SCHED.
3"
PRINTER FURNISHED BY OWNER
6"
1" WOOD VENEER PLYWD ADJ
SHELF (WD-1) W/ SOLID
HARDWOOD EDGE BANDING
HARDWOOD VENEER (WD-1) PIVOT
DOOR SLIDE W/ HARDWOOD EDGE
2'-6"
VARIES, CUT THRU STAIR
1" NOM.
1'-2"
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
CONT. FIBERGLASS ARMOR UNDER
WOOD PANELS ( 3 SIDES)
HARDWOOD
VENEER PANEL WD-1,
CENTER BALANCE & BOOK
MATCHED
SEE PLAN
(3) DRAWER ON FULL
EXTENT SLIDES , AS SCHED
6"
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
1 1/2"
1'-2 1/4"
PARTITION TYPE AS SCHED
6
SOLID HARD WOOD BASE AS SCHED
A9512
4"
MET ANCHOR BRACKETS @
SHELF AND @ TOP & BTM OF
MET VERT STANDARDS
2'-6"
CAB HARDWARE AS SCHED
PLATFORM VARIES
2"
1/4" #4 S.S. PLATE W/ EASED EDGE
Key Plan
A
3/4" X 18" PLYWD SHELVES W/
3/4" X 1-1/2" HDWD EDGE FINISH
AS SCHED
B
PROVIDE CONDUIT
ACCESS WITHIN
FRAMING
SOLID HARDWOOD
HARDWOOD BASE
4" , UON
FLOOR FINISH AS SCHED
1/4"
3"
6"
SOLID HARDWOOD
EDGE PROFILE
BASE AS SCHED
CARPET
FL
EL
SH42
A960-3930B
1 1/2" = 1'-0"
2
A9500 BENCH SECTION @ DRAWER 24" RAISED
No.
Issue Description
1 1/2" = 1'-0"
1
ISSUED FOR BID
SOLID
HARDWOOD
6 1/2"
5/8" GYP BD
SOLID HARDWOOD
EDGE
2010/09/27
1 1/4" STONE CAP BEYOND
3/4" SOLID HARDWOOD
END PANEL BEYOND -WD-1
3"
2"
MIN 2-1/2" x 20 GA @ 16" OC MET
STUDS SOFFIT FRAMING
SOFFIT HT
EQ
EQ
EQ
8' - 2"
SOLID HARDWOOD BAND FINISH TO MATCH VENEER
GYPSUM SOFFIT
HARDWOOD VENEER
PANEL (WD-1),
CENTER BALANCE &
BOOK MATCHED
CAB HARDWARE AS SCHED
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
CARPET AS SCHED.
SOLID HARDWOOD EDGING FINISH TO MATCH VENEER
FL
EL
1 1/2" = 1'-0"
Author
Reviewed by
Project No
09.07001.00
Checker
3"
FL FINISH AS SCHED
6"
4"
SOLID HARDWOOD BASE
4
Drawn by
Sheet Title
HARD WOOD BASE (WD-1) AS SCHED
BASE CABINET W / DRAWER DET
YYYY-MM-DD
4'-8" AT 20" RAISED PLATFORM
4"
HARDWOOD VENEER PANEL (WD-1)
(BOTH SIDES) W/ 1/4"
REVEAL - TYP.
SOLID WOOD BASE
Revision Description
CONT. FIBERGLASS ARMOR
DOWN TO FLOOR
24" OR 20"
2'-10"
3/4" PLYWD ADJ SHELF ,
PLAIN FINISH & EDGE BANDING
RAISED PLATFORM: 2 LAYERS
3/4" PLYWOOD ON FIRE
TREATED 2X WOOD SLEEPERS
REFER TO PLAN
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
4'-2" AT 20" RAISED PLATFORM
4'-6" AT 24" RAISED PLATFORM
HARDWOOD VENEER COUNTER TOP
W/ SOLID HARDWOOD EDGE
3'-4" OR 3' -0" REFER TO PLAN
2'-6"
PARTITION TYPE AS SCHED
1'-0"
No.
5'-0" AT 24" RAISED PLATFORM
WALL BEYOND
WOOD VENEER PANEL( WD-1) AS SCHED.
9/24/2010 11:08:37 PM
YYYY-MM-DD
3/4" SOLID
HARDWOOD CAP
(WD-1)
6"
WALL MTD ADJ HEAVY DUTY SHELVING
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-yiselle.santos_20100924-1607.rvt
FILL IN CAVITY WITH NONCOMBUSTIBLE FIBERGLASS
1/8"
MET VERT HEAVY DUTY TWINSLOT STANDARDS @ 32" OC & 1"
FROM END OF SHELVES,
ATTACH TO MET ANCHORS
W/ MIN #8 STS @ 12" OC
5
VARIES - REFER TO PLAN
N
15" MET ADJ HEAVY DUTY SHELF
BRACKETS @ 32" OC & 1" FROM
EACH END OF EACH SHELF
1
A9500 COURTROOM RAIL AT JUDGE'S BENCH
1 1/2" = 1'-0"
CARPET AS SCHED.
COURTROOM
MILLWORK DETAILS
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9514
(TYP)
1
(TYP)
9
A9702
A9701
A9702
2 EQ.
3'-0"
3'-2"
(TYP)
1
2'-8"
3'-8"
PL-1 UPPER CABINETS
PL-1 UPPER CABINETS
(TYP)
3
A9701
A9701
(MICROWAVE
N.I.C.)
1' - 6"
SOLID SURFACE SSM-1
COUNTERTOP
REFRIGERATOR,
N.I.C.
(TYP)
3
5'-4"
SPECIALTY GLASS
PANEL, GL-14
3' - 10"
SPECIALTY GLASS
PANELS, GL-14
SOLID SURFACE SSM-1
COUNTERTOP
MICROWAVE
(N.I.C)
Project
PL-1 BASE CABINETS
2'-8"
2'-10"
2' - 10"
PL-1 BASE CABINETS
PL-1 FALSE CABINET FRONT
3'-2"
3'-0"
2'-8"
6.a
3.a
3/8" = 1'-0"
Doylestown, PA
3'-1"
CLEAR
ELEVATION 6.a
BUCKS COUNTY
JUSTICE CENTER
CLEAR
Prepared For
County of Bucks
ELEVATION 3.a
3/8" = 1'-0"
SPECIALTY GLASS
PANELS, GL-14
(TYP)
3
A9701
6'-4"
CLEAR
V.I.F
ALIGN
SOLID SURFACE SSM-1
COUNTERTOP
3'-0"
PL-1 BASE CABINETS
6.a
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
3.a
3' - 0"
A9600
10 1/2"
A9600
CLEAR
3"
1"
1'-4 1/2"
3'-0"
CLEAR
10.a
1'-4 1/2"
2'-8"
2'-4"
3"
CLEAR
3/8" = 1'-0"
3'-0"
1'-4 1/2"
3'-0"
CLEAR
V.I.F.
CLEAR
3' - 10"
A9701
A9701
MICROWAVE
(N.I.C)
PL-1 BASE CABINETS
3' - 0"
1'-3"
1"
EQ.
3'-0"
CLEAR
2.a
ELEVATION 5.a
EQ.
2'-8"
CLEAR
ELEVATION 2.a
Key Plan
3/8" = 1'-0"
3/8" = 1'-0"
A
10' - 4" (RM. 1500)
3'-1"
ALIGN
4'-5 1/2"
2'-1"
V.I.F.
B
N
10'-11" (RM. B1500)
4'-3"
V.I.F.
V.I.F
6' - 0"
2' - 1"
2' - 1"
2'-1"
1'-6 1/2"
4"
(TYP)
1
1' - 6"
SOLID SURFACE SSM-1
COUNTERTOP
(TYP)
3
5' - 10 1/4"
V.I.F.
2' - 1"
8' - 5"
SOLID SURFACE SSM-1
COUNTERTOP
A9701
A9701
(REFRIGERATOR
N.I.C.)
(TYP)
3
PL-1 BASE CABINETS
5.a
3' - 1"
(TYP)
1
SPECIALTY GLASS
PANELS, GL-14
ELEVATION 8.a
8.a
3/8" = 1'-0"
2' - 7"
2' - 10"
(REFRIGERATOR
N.I.C.)
CLEAR
ELEVATION 10.a
EQ.
2' - 0"
SPECIALTY GLASS
PANELS, GL-14
3'-0"
COORD. W/ EQUIP.
3' - 0"
In Association with
2' - 1"
3'-0"
EQ.
ALIGN
(DISHWASHER
N.I.C.)
2' - 10"
PL-1 CABINET FRONTS
3'-1"
1' - 7"
PL-1 BASE CABINET
AND SUPPORTS
3' - 1"
ALIGN
1' - 6"
(MICROWAVE
N.I.C.)
A9701
(REFRIGERATOR
N.I.C.)
(MICROWAVE
N.I.C.)
All reproduction & intellectual property rights reserved © 2008
A9702
PL-1 CABINET FRONTS
1' - 6"
3' - 10"
SPECIALTY GLASS
PANEL, GL-14
(TYP)
3
6' - 2"
2' - 0"
2' - 0"
SPECIALTY GLASS
PANELS, GL-14
PL-1 UPPER CABINETS
(TYP)
1
A9701
A9701
PL-1 UPPER
CABINETS
REFRIGERATOR,
N.I.C.
SOLID SURFACE SSM-1
COUNTERTOP
3'-0"
2' - 8"
PL-1 CABINET FRONTS
(TYP)
9
2' - 10"
1' - 4 1/2"
A9701
(TYP)
9
ALIGN
3' - 0"
3/8" = 1'-0"
2' - 0"
1' - 4 1/2"
3/8" = 1'-0"
MW-3 BREAK ROOM - B1150
(TYP)
9
A9702
3
6' - 2"
2
A9702
3' - 1"
(TYP)
MW-6 COMMON AREA - 2116
6' - 2"
A9701
(TYP)
1
(TYP)
3/8" = 1'-0"
COORD. W/ EQUIP.
9
6
ALIGN
ELEVATION 8.b
8.b
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
8.a
10.a
8.b
2.a
5.a
A9600
A9600
A9600
A9600
10
MW-10 COMMON AREA - 6102
3/8" = 1'-0"
1
A9702
3'-9"
(TYP)
(TYP)
9
MW-8 COMMON AREA - 4065
8
3/8" = 1'-0"
(TYP)
2
A9701
2'-8"
5
3'-0"
3/8" = 1'-0"
(TYP)
9
(TYP)
9
A9702
MW-5 COMMON AREA - 2502
1
(TYP)
MW-2 COMMON AREA A - B1500, 1500
3/8" = 1'-0"
9
A9702
A9701
3'-1"
A9701
2
9'-0"
A9701
2 EQ.
(TYP)
1
(TYP)
No.
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
A9702
3'-1"
2'-9"
2' - 8"
CLEAR
9.a
CLEAR
COORD. W/ EQUIP.
CLEAR
1'-2 1/2"
1"
3'-0"
1"
2 EQ.
3'-0"
CLEAR
2 EQ.
ELEVATION 4.a
(MICROWAVE
N.I.C.)
No.
3'-0"
1"
2'-0"
3'-1"
3'-1"
6'-11"
3' - 0"
CLEAR
CLEAR
ELEVATION 1.a
3/8" = 1'-0"
3'-1"
9'-0"
CLEAR
V.I.F
7'-9 1/2"
3'-1"
V.I.F.
2'-1"
2' - 1"
2' - 1"
1.a
A9600
A9600
3/8" = 1'-0"
A9600
MW-7 CORRIDOR - 3065
3/8" = 1'-0"
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
A9600
7
Drawn by
4.a
9.a
MW-9 COMMON AREA A - 6621
YYYY-MM-DD
2'-8"
V.I.F.
9
Revision Description
3/8" = 1'-0"
7.a
9/25/2010 2:21:57 AM
A9701
ALIGN
6' - 2"
2'-8"
1.a
3/8" = 1'-0"
A9701
PL-1 CABINET FRONTS
CLEAR
4.a
ELEVATION 7.a
SOLID SURFACE SSM-1
COUNTERTOP
(TYP)
3
1'-6"
3'-10"
MICROWAVE
(N.I.C)
1' - 6"
ALIGN
ALIGN
6' - 2"
3'-0"
(TYP)
1
A9701
A9701
3'-10"
2' - 0"
2' - 0"
2' - 0"
3'-0"
7.a
SOLID SURFACE SSM-1
COUNTERTOP
(TYP)
3
PL-1 BASE CABINETS
2'-8"
3/8" = 1'-0"
6' - 5 1/8"
(DISHWASHER
N.I.C.)
3' - 0"
ELEVATION 9.a
SPECIALTY GLASS
PANELS, GL-14
2'-10"
PL-1 FALSE CABINET
FRONT
REFRIGERATOR,
N.I.C.
2' - 10"
2' - 10"
PL-1 BASE CABINETS
3' - 0"
3' - 7"
PL-1 BASE CABINETS
AND SUPPORTS
3' - 1"
A9701
(MICROWAVE
N.I.C.)
6' - 2"
(MICROWAVE
N.I.C.)
(TYP)
1
(REFRIGERATOR
N.I.C.)
A9701
COORD. W/ EQUIP.
(TYP)
1' - 6"
3
SPECIALTY GLASS
PANELS, GL-14
(TYP)
3
SOLID SURFACE
SSM-1 COUNTERTOP
PL-1 UPPER CABINETS
ALIGN
SOLID SURFACE SSM-1
COUNTERTOP
(REFRIGERATOR
N.I.C.)
SPECIALTY GLASS
PANELS, GL-14
PL-1 UPPER CABINETS
REFRIGERATOR,
N.I.C.
1' - 6"
2' - 0"
SPECIALTY GLASS
PANEL, GL-14
1' - 10"
PL-1 UPPER CABINETS
PL-1 UPPER CABINETS
ALIGN
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
V.I.F.
4
MW-4 COMMON AREA B - 1150
3/8" = 1'-0"
1
MILLWORK PLANS /
ELEVATIONS
MW-1 SUPPORT - B2405
3/8" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9600
1 1/2"
4'-5" V.I.F.
EQ.
1 1/2"
A9702
1 1/2"
4'-5" V.I.F.
4'-9" V.I.F.
9 EQ.
10 EQ.
1 1/2"
9 EQ.
(TYP)
8' - 0"
PL-2
COUNTERTOP
2'-6"
2'-6"
1'-6"
1'-6"
A9701
1'-6"
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
H.C. ACCESSIBLE UPPER
CABINET, PL-1 WITH UNDER
CABINET LIGHTING
PL-1 UPPER SHELVING AND
CABINETS WITH UNDER
CABINET LIGHTING
(TYP)
PL-1 BASE CABINETS
2' - 10"
1' - 0"
1'-6"
3'-1"
(TYP)
2
PL-2 COUNTERTOP AND
4" BACKSPLASH
(TYP)
1
A9701
A9701
Project
PL-1 BASE CABINETS
(COPIER, N.I.C.)
EQ.
3'-1"
4'-5"
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
8 EQ.
4"
1'-6"
A9701
1
PL-2 COUNTERTOP AND
4" BACKSPLASH
A9701
A9701
PL-1 UPPER SHELVING
AND CABINETS
A9701
PL-1 BASE
CABINETS
1'-6"
(TYP)
(TYP)
4
A9701
A9701
H.C. ACCESSIBLE
UPPER CABINET, PL-1,
UNDER CABINET
LIGHTING
4' - 2 1/4"
PL-1 SHELVES
AND SUPPORTS
5
(TYP)
7
6
2' - 6"
EQ.
1 1/2"
(TYP)
6
2' - 10"
3'-2"
1'-2"
1 1/2"
2'-6"
EQ.
3'-2"
1'-8"
EQ.
1 1/2"
(TYP)
7
2'-10"
A9702
1 1/2"
3'-2"
1'-2"
3'-2"
1 1/2"
1 1/2"
(TYP.)
5
1' - 8"
(TYP.)
7
Prepared For
ELEVATION 21.b
3/8" = 1'-0"
3/8" = 1'-0"
3/8" = 1'-0"
3/8" = 1'-0"
(TYP.)
4'-0" (RM. 2518)
14'-0 1/2"
4'-6" (RM. 1507, 2409, 2550)
A9702
3'-6 1/2"
EQ.
1 1/2"
3'-6 1/2"
EQ.
1 1/2"
EQ.
3'-6 1/2"
4'-5"
12'-1"
V.I.F.
CLEAR
V.I.F
1 1/2"
EQ.
19.a
8' - 0"
A9601
PL-2
MW-19 MAIL ROOM - B1406
19
16
3/8" = 1'-0"
2'-1"
1 1/2"
2'-1"
16.a
13.a
A9601
A9601
MW-16 - 1507, 2409, 2518, 2550
13
3/8" = 1'-0"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
MW-13 COPY/ PRINT - B1210
3/8" = 1'-0"
11 EQ.
ELEVATION 21.a
11 EQ.
4' - 5"
1 1/2"
9 EQ.
4' - 5"
1 1/2"
9 EQ.
PL-2
COUNTERTOP
(TYP)
5
(TYP)
4
A9701
PL-2
COUNTERTOP
2'-6"
1'-7"
EQ.
PL-1 UPPER SHELVING
AND CABINETS WITH
UNDER CABINET
LIGHTING
PL-2 COUNTERTOP AND
4" BACKSPLASH
(TYP)
2
(TYP)
A9701
A9701
(COPIER, N.I.C.)
2'-10"
2'-6"
EQ.
(TYP)
1
A9701
(COPIER, N.I.C.)
PL-1 BASE
CABINETS
1'-7"
4
A9701
A9701
PL-1 BASE
CABINETS
1'-7"
(TYP)
5
A9701
A9701
EQ.
PL-2 SHELVES
AND SUPPORTS
PL-1 SHELVES
AND SUPPORTS
3/8" = 1'-0"
1 1/2"
(TYP)
6
3'-0"
1 1/2"
(TYP)
2'-10"
5'-6 1/2" V.I.F.
1 1/2"
1 1/2"
4"
5'-6 1/2" V.I.F.
4'-2 1/2"
1' - 0"
1 1/2"
7
A9702
A9702
1'-2"
5
In Association with
1'-8"
5
(TYP.)
1 1/2"
1 1/2"
All reproduction & intellectual property rights reserved © 2008
(TYP.)
4'-2 1/2"
3'-6 1/2"
2'-1"
1 1/2"
3'-1"
2'-0"
7
21.a
13.a
ELEVATION 16.a
PL-1 BASE CABINETS
2'-10"
21.b
19.a
16.a
ELEVATION 19.a
County of Bucks
ELEVATION 13.a
4'-2"
6 EQ.
1'-7"
6 EQ.
CLEAR
Key Plan
21.a
21.b
18.a
ELEVATION 18.a
15.a
3/8" = 1'-0"
ELEVATION 15.a
12.a
3/8" = 1'-0"
ELEVATION 12.a
3/8" = 1'-0"
A
A9601
B
11'-5 1/2"
V.I.F.
4'-5"
9'-3"
CLEAR
V.I.F.
N
4'-2" CLEAR
9'-1"
2'-1"
2' - 1"
V.I.F.
18.a
12.a
15.a
A9601
A9601
A9601
EQ
1
A9701
1'-6"
PL-2 COUNTERTOP AND
SUPPORTS
(TYP)
PL-2 COUNTERTOP AND
4" BACKSPLASH
2
A9701
6
EQ
PL-2 COUNTERTOP AND
4" BACKSPLASH
A9701
(TYP)
7
EQ
(TYP)
1
EQ.
(TYP)
A9701
6
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
(TYP)
2010/09/27
A9701
A9701
EQ
EQ.
PL-1 UPPER SHELVING
AND CABINETS WITH
UNDER CABINET
LIGHTING
PL-2 COUNTERTOP AND
4" BACKSPLASH
2
A9701
(TYP)
1
(TYP)
A9701
EQ.
1 1/2"
EQ.
1 1/2"
EQ.
1 1/2"
EQ.
PL-1 BASE CABINETS
4 EQ
No.
PL-1 BASE CABINETS
4'-2"
8 EQ
Revision Description
YYYY-MM-DD
2'-10"
2' - 10"
PL-1 BASE CABINETS
2' - 10"
2'-6"
(COPIER, N.I.C.)
4 EQ.
CLEAR
20.a
ELEVATION 20.a
17.a
3/8" = 1'-0"
ELEVATION 17.a
14.a
3/8" = 1'-0"
ELEVATION 14.a
11.a
3/8" = 1'-0"
ELEVATION 11.a
3/8" = 1'-0"
12'-1" (RM. B1418)
13'-7 1/2" (RM. 1410)
11'-7" (RM. 1208)
V.I.F.
V.I.F.
13'-5" (RM. 2125)
6'-2"
CLEAR
V.I.F.
2' - 1"
2'-1"
4'-2"
2' - 1"
6'-3"
2'-1"
22'-8"
17.a
20.a
14.a
11.a
A9601
A9601
A9601
A9601
9/25/2010 2:22:44 AM
No.
(TYP)
PL-1 UPPER SHELVING
AND CABINETS WITH
UNDER CABINET
LIGHTING
(TYP)
1' - 8"
12
2' - 10"
PL-1 UPPER SHELVING
CABINETS WITH UNDER
CABINET LIGHTING
3/8" = 1'-0"
A9701
A9701
EQ
MW-12 COPY/PRINT- B1606
3'-0"
7
(TYP)
(TYP)
2' - 6"
A9701
EQ
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
3/8" = 1'-0"
3/8" = 1'-0"
7
12
1'-2"
3/8" = 1'-0"
MW-15 COPY/ FILE - 1410
1'-8"
15
1' - 8"
MW-21 LIBRARY - 1453
MW-18 MAIL AREA - 2305
1' - 2"
21
18
20
MW-10 ATTORNEY WORK ROOM - B1008
3/8" = 1'-0"
17
MW-17 RM. 2116
3/8" = 1'-0"
14
MW-14 COPY/FILE - B1418, 1410, 1208, 2125
3/8" = 1'-0"
11
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
MILLWORK PLANS /
ELEVATIONS
MW-11 COPY/STORAGE - B2401
3/8" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9601
SOLID
SURFACE, SS-1
12
(TYP)
PL-2 COUNTERTOP AND
SUPPORTS
25.a
5' - 0"
ELEVATION 25.a
2'-6"
2'-10"
A9701
Project
1 1/2"
BUCKS COUNTY
JUSTICE CENTER
EQ
EQ
EQ
CLEAR
3/8" = 1'-0"
EQ
EQ
Doylestown, PA
19'-2 1/2"
Prepared For
4'-11"
County of Bucks
ELEVATION 22.c
3/8" = 1'-0"
2'-10 1/2"
22.c
(TYP)
12
25.a
A9701
PL-2 COUNTERTOP AND
SUPPORTS
A9602
25
MW-25 PROTHONOTARY - 1300
3/8" = 1'-0"
7
26.d
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
(TYP.)
EQ
EQ
1 1/2"
A9702
ELEVATION 26.d
1 1/2"
3'-5"
3/8" = 1'-0"
1 1/2"
3'-5"
EQ.
1 1/2"
EQ.
3'-5"
1 1/2"
EQ.
3'-5"
1 1/2"
All reproduction & intellectual property rights reserved © 2008
In Association with
EQ.
22.b
ELEVATION 22.b
3/8" = 1'-0"
1 1/2"
8' - 0"
PL-2
1'-0"
12
(TYP)
PL-2 COUNTERTOP
AND SUPPORTS
4"
A9701
26.c
ELEVATION 26.c
3/8" = 1'-0"
EQ
23.a
EQ
EQ
ELEVATION 23.a
Key Plan
3/8" = 1'-0"
22.a
14' - 3 1/2"
ELEVATION 22.a
A
3/8" = 1'-0"
B
V.I.F.
N
23.a
ELEVATION 26.b
23
3/8" = 1'-0"
MW-23 LIBRARY - 2350
3/8" = 1'-0"
WORK SURFACE
(WD-2)
10
SHELF
1' - 0"
ROD
3/4"
2' - 6"
3' - 2"
8"
26.a
3/8" = 1'-0"
22.b
3/8" = 1'-0"
TYP. ROD & SHELF ELEVATION INSIDE CLOSET
22.a
Revision Description
YYYY-MM-DD
19'-2 1/2"
No.
REF. FLOOR PLAN
26.c
26.b
A9602
24.a
A9602 26.d
1"
A9602
11' - 6"
V.I.F.
27.a
26.a
A9602
26
MW-26 JURY RECEPTION - B1100
3/8" = 1'-0"
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
1"
Sheet Title
MILLWORK PLANS /
ELEVATIONS
A9602
9/25/2010 2:23:23 AM
2010/09/27
VARIES
27.b
3/8" = 1'-0"
ISSUED FOR BID
3/8" = 1'-0"
A9602
MW-27JUDGES' RECEPTION DESK
1
YYYY-MM-DD
A9602 22.c
ELEVATION 24.a
A9602
27
Issue Description
ROD
ELEVATION 26.a
24.a
No.
SHELF
3' - 4"
27.a
ELEVATION 27.a
P-LAM PANEL ANCHORED TO SHELF /
WALL / FLOOR
CENTER ACCESSIBLE
SHELF ON CLOSET
DOOR
6' - 0"
4"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
(TYP.)
A9701
SOLID SURFACE
MATERIAL SSM-1
5' - 0"
3/8" = 1'-0"
26.b
3' - 2"
JUDGES' RECEPTION DESK - BACK
8' - 4"
27.b
CLEAR
A9602
24
MW-24 TYP. CLOSET
3/8" = 1'-0"
22
MW-22 PROBATION WORK AREA 3113
Original drawing is 42 x 30
Do not scale contents of this drawing
3/8" = 1'-0"
Sheet Number
A9602
2" x 2" HARDWOOD BUTCHER BLOCK,
(SPECIES TO MATCH HARDWOOD VENEER)
H.C. ACCESSIBLE
TRANSACTION
COUNTER
SOLID SURFACE
TRANSACTION COUNTER,
VERTICAL PANEL &
BACKSPLASH
TOOTH HARDWOOD AT CORNER
HARDWOOD BUTCHER BLOCK END
PANEL.
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER.
1 1/2" x 1 1/2" X 1/4" METAL ANGLE
CONTINUOUS @ CORNER 1" FROM
ENDS.
SET FLUSH HARDWOOD AT CORNER
HARDWOOD BUTCHER BLOCK
TRANSACTION COUNTER.
HARDWOOD BUTCHER BLOCK
END PANEL
HARDWOOD BUTCHER BLOCK
PANEL @ BACK OF KNEE SPACE
10
A9604
TRANSACTION
COUNTER
1'-2"
6"
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER
BEYOND.
TRANSACTION
COUNTER
HARDWOOD BUTCHER BLOCK
TRANSACTION COUNTER.
HARDWOOD BUTCHER BLOCK
PANEL @ BACK OF KNEE SPACE
H.C. ACCESSIBLE
TRANSACTION
COUNTER
Project
3'-2"
H.C. ACCESSIBLE
TRANSACTION
COUNTER
3'-2"
HARDWOOD BUTCHER BLOCK
END PANEL
10
A9604
HARDWOOD BUTCHER BLOCK END
PANEL.
Prepared For
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
County of Bucks
4"
STAINLESS STEEL BASE
BEYOND
Doylestown, PA
2'-6"
HARDWOOD BUTCHER BLOCK
PANEL @ BACK OF KNEE SPACE
2'-6"
1 1/2" x 1 1/2" X 1/4" METAL ANGLE
CONTINUOUS @ CORNER 1" FROM
ENDS.
SET FLUSH HARDWOOD AT CORNER
SOILD SURFACE PANEL,
COLOR AS SELECTED BY THE ARCHITECT.
BUCKS COUNTY
JUSTICE CENTER
4"
FINISH FLOOR
2'-10"
FINISH FLOOR
FINISH FLOOR
ACCESSIBLE KNEE SPACE
10
10
A9600 DETAIL @ H.C. TRANSACTION /
RECEPTION/SECURITY DESK @ MAIN LOBBY
6
3" = 1'-0"
A9600 ELEVATION @ SIDE /
RECEPTION/SECURITY DESK @ MAIN LOBBY
A9604
2
1" = 1'-0"
SOLID SURFACE BACKSPLASH,
TRANSACTION COUNTER & VERTICAL
PANEL.
HARDWOOD BUTCHER BLOCK
SWINGING GATE, WITH
CONTINUOUS PAINO STYLE
HINGES AND ACCESSIBLE
LACKING HARDWARE
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER.
SOLID SURFACE BACKSPLASH
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER
BEYOND.
A9600 ELEVATION @ FRONT /
RECEPTION/SECURITY DESK @ MAIN LOBBY
1" = 1'-0"
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
DETENTION EQUIPMENT; GUN
LOCKERS, RECESS MOUNTED IN
FIXED PLASTIC LAMINATE PANEL.
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER.
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
SOILD SURFACE TRANSACTION
COUNTER
PLASTIC LAMINATE LOCKABLE
DRAWERS
DETENTION EQUIPMENT; GUN
LOCKERS, RECESS MOUNTED IN
FIXED PLASTIC LAMINATE PANEL.
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
TRANSACTION
COUNTER
All reproduction & intellectual property rights reserved © 2008
3'-6"
In Association with
SOILD SURFACE PANEL.
12
1'-0"
1'-0"
12.1
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
12.2
5'-6"
3'-0"
3
4
A9604
A9604
FINISH FLOOR
3/4"
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
2
SOLID SURFACE
TRANSACTION
COUNTER
A9604
6"
A9600 ELEVATION/SECTION A /
RECEPTION/SECURITY DESK @ MAIN LOBBY
Key Plan
1" = 1'-0"
2'-6"
4'-6"
A
SOLID SURFACE
TRANSACTION COUNTER,
VERTICAL PANEL &
BACKSPLASH
2'-6"
5
PLASTIC LAMINATE BASE CABINET
WITH ADJUSTABLE SHELVING,
LOCKABLE IN THIS LOCATION
U..O.N.
B
N
2"
HARDWOOD BUTCHER BLOCK
TRANSACTION COUNTER.
TRANSACTION
COUNTER
HARDWOOD BUTCHER BLOCK END
PANEL.
H.C. ACCESSIBLE
TRANSACTION
COUNTER
DETENTION EQUIPMENT; GUN
LOCKERS, RECESS MOUNTED IN
FIXED PLASTIC LAMINATE PANEL.
6"
SOLID HARDWOOD (BLACK
WALNUT) BUTCHER BLOCK
WORK SURFACE / H.C.
ACCESSIBLE TRANSACTION
COUNTER.
TOOTH HARDWOOD
CORNER TO VERTICAL
BUCTHER BLOCK END
PANEL.
6
SOILD SURFACE PANEL.
A9604
4'-2"
3'-6"
HARDWOOD BUTCHER BLOCK
PANEL @ BACK OF KNEE SPACE
9"
HARDWOOD BUTCHER BLOCK
SWINGING GATE, WITH
CONTINUOUS PAINO STYLE
HINGES AND ACCESSIBLE
LACKING HARDWARE
SECURITY EQUIPMENT,
PACKAGE SCREENING
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
11'-8"
4"
FINISH FLOOR
3 3/4"
STAINLESS
STEEL BASE
(#4 FINISH - TYP.)
4
SOLID SURFACE
TRANSACTION COUNTER,
VERTICAL PANEL &
BACKSPLASH
A9604
2"
1" = 1'-0"
1'-10"
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER
BEYOND.
2"
SOILD SURFACE TRANSACTION
SOILD SURFACE TRANSACTION
COUNTER
COUNTER, VERTICAL PANEL &
BACKSPLASH.
SOLID HARDWOOD
BUTCHER BLOCK WORK
SURFACE / H.C.
ACCESSIBLE
TRANSACTION COUNTER
1'-2"
D1
A9700
No.
4"
Revision Description
YYYY-MM-DD
BUTCHER SWING-GATE
SOILD SURFACE TRANSACTION
COUNTER, VERTICAL PANEL &
BACKSPLASH.
4'-6"
FL TRANSACTION
EL COUNTER
HARDWOOD BUTCHER
BLOCK WORK SURFACE
COUNTER.
B5
A9700
DETENTION EQUIPMENT; GUN
LOCKERS, RECESS MOUNTED IN
FIXED PLASTIC LAMINATE PANEL.
FIXED PLASTIC LAMINATE PANEL.
FL
EL
SOILD SURFACE PANEL.
SOLID SURFACE
TRANSACTION COUNTER
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
3'-10"
3
1" = 1'-0"
Author
Reviewed by
Project No
09.07001.00
Checker
1'-8"
MILLWORK PLANS /
ELEVATIONS MAIN
PUBLIC LOBBY
PLASTIC LAMINATE LOCKABLE
BASE CABINET
A9600 ELEVATION/SECTION B /
RECEPTION/SECURITY DESK @ MAIN LOBBY
Drawn by
Sheet Title
3'-0"
FL FINISH FLOOR
EL
EL
2 3/4"
9/25/2010 2:23:42 AM
5
A9600 ELEVATION/SECTION C /
RECEPTION/SECURITY DESK @ MAIN LOBBY
HARDWOOD BUTCHER BLOCK
WORK SURFACE COUNTER.
TRANSACTION
COUNTER
TRANSACTION
COUNTER
SECURITY EQUIPMENT,
PACKAGE SCREENING
2 1/4"
STAINLESS STEEL BASE
(#4 FINISH - TYP.)
3'-2"
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
3'-5"
FIXED PLASTIC LAMINATE PANEL.
No.
1
MAIN LOBBY ERCEPTION / SECURITY STATION
PLAN
1" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9604
PARTITION AS
SCHEDULED
PROVIDE BLOCKING AS
REQUIRED.
COORDINATE WITH
COLD-FORMED METAL
FRAMING INSTALLER.
STONE BLASPSPLASH
SHIM AS REQUIRED
1/8"
1/8"
PROVIDE ACCESSORY EDGE TRIM
AND FINISH SMOOTH.
MILLWORK TYPICAL REVEAL @ P. LAM. PANEL
1 1/4"
1/8"
PLASTIC LAMINATE
MILLWORK PANELS
WITH CONCEAL Z-CLIP
ATTACHMENT
1" MIN. U.O.N.
6" = 1'-0"
3/4"
GYP. BD. PARTITION OR
BULKHEAD
DIM. PT.
CABINET
MILLWORK TYPICAL REVEAL @ P. LAM. PANEL
E1
6" = 1'-0"
MILLWORK TYPICAL STONE COUNTER EDGE
SEALANT
1 1/2"
MDF MILLWORK CORNER PANEL
3/4"
1/4"
SEE PLANS AND/OR ELEVATIONS
DIMNESION AS INDICATED
3/4"
ALIGN
SCRIBE TO WALL /
BULKHEAD
BASE CABINET
WHERE OCCURS
BASE CABINET
WHERE OCCURS
PROVIDE BLOCKING AS
REQUIRED.
COORDINATE WITH
COLD-FORMED METAL
FRAMING INSTALLER.
F.O.WDW JAMB ABOVE
3/4"
SOLID HARDWOOD WITH EASED EDGE,
SPECIES TO MATCH VENEER.
D1
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
DIM. PT.
CABINET
MILLWORK TYPICAL SOLID SURFACE COUNTER
EDGE
F.O.
PARTITION
6" = 1'-0"
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
PLASTIC LAMINATE BACKSPLASH
PLASTIC LAMINATE COUNTERTOP
1 1/2"
MILLWORK TYPICAL MDF PANEL WALL
CLADDING
PLASTIC LAMINATE COUNTERTOP
SEALANT
3 1/2"
4"
U.O.N.
SEALANT
4 1/8"
CONDITION @
PARTITION
SEE PLANS AND/OR ELEVATIONS
SOLID HARDWOOD COUNTER
EDGE, SPECIES & FINISH TO
MATCH VENEER
SEALANT
All reproduction & intellectual property rights reserved © 2008
In Association with
MIN.
1/8"
1 1/2"
3/8"
1/4"
3/4"
C3
BASE PLATE BELOW
BASE CABINET
WHERE OCCURS
6" = 1'-0"
REVEAL ALUMINUM
WDW JAMB WHERE
OCCURS
C2
TYPICAL UPPER CABINET DOOR FRONT
SOLID HARDWOOD SPACER @
CEILING/BULKHEAD
SPECIES TO MATCH VENEER
WHERE OCCURS.
BULKHEAD/CEILIING WHERE OCCURS
SOLID HARDWOOD WITH EASED EDGE,
SPECIES TO MATCH VENEER.
SOLID SURFACE MILLWORK
COUNTERTOP SUPPORT, COLOR
AND FINISH TO MATCH
COUNTERTOP ABOVE.
PARTITION AS
SCHEDULED
SHIM AS REQUIRED
STAINLESS STEEL MECHANICAL
ATTACHMENTS BELOW
COUNTERTOP @ MIN. 12" O.C.,
4" FROM ENDS AND QUANTITY
2 PER SUPPORT.
MILLWORK TYPICAL PLASTIC LAMINATE
COUNTER EDGE
6" = 1'-0"
UPPER CABINET DOOR FRONT
AT APPLIANCE LOCATIONS
TYPICAL UPPER CABINET DOOR FRONT
BULKHEAD/CEILING WHERE
OCCURS
NATURAL FINISH
UPPER CABINET
DIM. PT.
CABINET
DIM. PT.
CABINET
NATURAL FINISH WOOD
VENEER DOOR
MILLWORK TYPICAL REVEAL @ MDF PANEL
6" = 1'-0"
F.O.
PARTITION /
MILLWORK
SOLID HARDWOOD WITH EASED EDGE,
SPECIES TO MATCH VENEER.
SECTION VIEW
SLOPED SURFACE
T.O.
STRUCTURAL
SLAB
DIMENSION VARIES
FLOORING AS SCHEDULED
1 1/2"
NOMINAL
1 1/4"
MIN.
COUNTERTOP & SPLASH AS INDICATED
B2
PLASTIC LAMINATE COUNTER TOP SUPPORT.
PROVIDE AT MIN. 4'-0" O.C. U.O.N.
SOLID SURFACE COUNTER SUPPORT
FIELD LOCATE AND CUT IN GROMMENTS AS DIRECTED
BY THE ARCHITECT. ASSUME TWO PER KNEE SPACE MIN.
AND/OR 3'-0" O.C. SPACING
UNDERCOUNTER LIGHTING
WHERE INDICATED
PLASTIC LAMINATE DOOR
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
6" = 1'-0"
COUNTERTOP AS INDICATED
B1
BASE CABINET DOOR FRONT
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
3" = 1'-0"
1/4"
TYP.
1/8"
PLASTIC LAMINATE EA. SIDE
OF SHELF -TYPICAL
SOLID PLASTIC EDGE -TYPICAL
1" NOM.
LAMINATE EDGE, SEE TYPICAL PLASTIC LAMINATE
COUNTER EDGE DETAIL FOR ADDITIONAL INFORMATION
4 1/2"
PLASTIC LAMINATE COUNTER TOP SUPPORT.
BEYOND
SOLID WOOD BLOCKING
BLOCKING AS REQUIRED.
TYPICAL PLASTIC LAMINATE
SHELF
SOLID HARDWOOD
DRAWERS WITH
DOVETAIL CORNERS,
TYPICAL.
NATURAL FINISH WOOD
VENEER DOOR
BASE CABINET
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
UNDERCOUNTER LIGHTING
WHERE INDICATED
BASE CABINET DOOR FRONT
COUNTERTOP AS INDICATED
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
PLASTIC LAMINATE DRAWER
PLASTIC LAMINATE DOOR
No.
Revision Description
YYYY-MM-DD
BASE CABINET
SOLID HARDWOOD
DRAWERS WITH
DOVETAIL CORNERS,
TYPICAL.
DIM. PT.
CABINET
NATURAL FINISH WOOD
VENEER DOOR
Issue Description
6" = 1'-0"
COUNTERTOP AS INDICATED
SOLID HARDWOOD WITH EASED EDGE,
SPECIES TO MATCH VENEER.
No.
MILLWORK TYPICAL PLASTIC LAMINATE UPPER
CABINET DETAILS
BASE CABINET DRAWER FRONT
COUNTERTOP AS INDICATED
2 1/2"
2 1/2"
PLASTIC LAMINATE DOOR
MILLWORK TYPICAL NATURAL FINISH WOOD
VENEER UPPER CABINET DETAILS
BASE CABINET DRAWER FRONT
UPPER CABINET
1/4"
EASED EDGES
- TYPICAL
UPPER CABINET
1/4"
B3
1/4"
NATURAL FINISH
UPPER CABINET
1 3/4"
SOLID SURFACE MILLWORK
COUNTERTOP SUPPORT, COLOR
AND FINISH TO MATCH
COUNTERTOP ABOVE.
1/4"
MDF MILLWORK
PANELS WITH HIGH
PERFORMANCE
COATING.
NATURAL FINISH
UPPER CABINET
1/4"
COUNTERTOP AS INDICATED
NATURAL FINISH WOOD
VENEER DOOR
N
UPPER CABINET
PLASTIC LAMINATE DOOR
1/4"
NOMINAL
SHIM AS REQUIRED
1/2"
6" = 1'-0"
A
B
MILLWORK TYPICAL REVEAL @ P. LAM. PANEL
DIM. PT.
COUNTER TOP
2 1/2"
Key Plan
PLASTIC LAMINATE TOP
- TYPICAL
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
DIM. PT.
CABINET
B4
BASE CABINET
WHERE OCCURS
PLASTIC LAMINATE SPACER @
CEILING/BULKHEAD WHERE
OCCURS.
NATURAL FINISH WOOD
VENEER DOOR
DIM. PT.
CABINET
1/4"
PLASTIC LAMINATE
MILLWORK PANELS
AND REVEAL
C1
6" = 1'-0"
UPPER CABINET DOOR FRONT
AT APPLIANCE LOCATIONS
BASE CABINET
WHERE OCCURS
3/4"
DIM. PT.
CABINET
MILLWORK TYPICAL PLASTIC LAMINATE
COUNTER - SOLID HARDWOOD EDGE
2-LAYERS NOMINAL 3/4" MDF
SUBSRATE.
PLAN VIEW
BASE CABINET
WHERE OCCURS
DIM. PT.
CABINET
MILLWORK TYPICAL REVEAL @ MDF PANEL
PROVIDE BLOCKING AS
REQUIRED.
COORDINATE WITH
COLD-FORMED METAL
FRAMING INSTALLER.
PARTITION AS
SCHEDULED
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
1/4" 3/4"
SEE PLANS AND/OR ELEVATIONS
1/4" 3/4"
DIMENSION AS INDICATED
REVEAL ALUMINUM
WDW JAMB WHERE
OCCURS
PLASTIC LAMINATE
MILLWORK CORNER PANEL
1/4"
PROVIDE BLOCKING AS
REQUIRED.
COORDINATE WITH
COLD-FORMED METAL
FRAMING INSTALLER.
MDF MILLWORK CORNER PANEL
1 1/2"
6" = 1'-0"
2"
DIM. PT.
CABINET
1/4"
TYP.
1/4"
TYP.
CONTINUOUS 2" x 4" WIRE CABLE TRAY
NATURAL FINISH SOLID HARDWOOD
EDGE
BASE CABINET
NATURAL FINISH WOOD
VENEER DOOR
1/2"
1/2"
2"
NATURAL FINISH WOOD
VENEER EA. SIDE OF SHELF
-TYPICAL
A5
COORDINATE CUT-OUT
OF INTERMEDIATE
SUPPORTS AS
REQUIRED FOR
RACEWAY & CABLE
TRAY WHERE OCCURS.
T.O.
STRUCTURAL
SLAB
TYPICAL NATURAL FINISH
HARDWOOD VENEER SHELF
MILLWORK TYPICAL SHELF DETAILS
6" = 1'-0"
A4
MILLWORK TYPICAL PLASTIC LAMINATE
COUNTER SUPPORT DETAIL
6" = 1'-0"
NATURAL FINISH WOOD
VENEER DOOR
BASE CABINET
PLASTIC LAMINATE DOOR OR
DRAWER AS INDICATED.
DIM. PT.
CABINET
BASE AS SCHEDULE
1" NOM.
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
County of Bucks
U.O.N.
CONDITION @ BULKHEAD
PARTITION AS
SCHEDULED
DIMNESION AS INDICATED
9/25/2010 2:24:08 AM
Prepared For
RADIUSED EDGE - TYPICAL
HARDWOOD VENEER BLASPSPLASH
B5
SOLLID SURFACE COUNTERTOP
1"
SCRIBE TO WALL /
BULKHEAD
Doylestown, PA
SEALANT
B3
A9700
B3
A9700
BUCKS COUNTY
JUSTICE CENTER
SOLID BACKSPLASH WITH EASED EDGE.
6" = 1'-0"
MDF SUBSTRATE
D4
Project
U.O.N.
F2
BASE CABINET
WHERE OCCURS
BASE CABINET
WHERE OCCURS
4"
U.O.N.
F3
PROVIDE ADDITIONAL
LAYER OF GYP. BD. TO
6" ABOVE FINISH
CEILING.
PLASTIC LAMINATE
1/8"
MILLWORK PANELS
WITH CONCEAL Z-CLIP
ATTACHMENT
SEALANT
1/4"
SHIM AS REQUIRED
1/8" ALUMINUM , PAINT
COLOR TO MATCH
PLASTIC LAMINATE .
4"
STONE COUNTERTOP
POLISH & RADIUS THE EDGE
AND THE BACKSIDE OF THE
STONE TOP (MIN. 1" U.O.N.)
2"
FINISH CEILING
WHERE OCCURS
NOM.
3/4"
STONE
SEALANT
U.O.N.
PROVIDE BLOCKING AS REQUIRED.
COORDINATE WITH COLD-FORMED
METAL FRAMING INSTALLER.
4"
PARTITION AS
SCHEDULED
BASE CABINET
BASE CABINET
Drawn by
HOK
Reviewed by
Project No
09.07001.00
Checker
PLASTIC LAMINATE DOOR
DIM. PT.
CABINET
SOLID HARDWOOD WITH EASED EDGE,
SPECIES TO MATCH VENEER.
RECESSED TOE SPACE AND BASE
Sheet Title
SOLID PLASTIC/RADIUSED EDGE,
COLORS AS SELECTED BY THE
ARCHITECT TO COORDINATE WITH
P.LAM. FINISH.
TYPICAL MILLWORK
DETAILS
RECESSED TOE SPACE AND BASE
FINISH FLOOR
SURFACE MOUNTED
WIRE RACEWAY
SYSTEM
A3
MILLWORK TYPICAL WIRE MANAGEMENT
DETAIL
6" = 1'-0"
A2
MILLWORK TYPICAL NATURAL FINISH WOOD
VENEER BASE CABINET DETAILS
6" = 1'-0"
FINISH FLOOR
A1
MILLWORK TYPICAL PLASTIC LAMINATE BASE
CABINET DETAILS
6" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9700
PARTITION TYPE AS SCHED
PARTITION TYPE AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
BACKSPLASH / WALL FINISH
AS SCHED
2'-1" , UON
COUNTERTOP AS SCHED
3/4" WOOD VENEER WD-2 PANEL
CAB HARDWARE AS SCHED
MULTIPLE HOLE & PIN
SUPPORTS, MIN 2" OC
CAB DRAWER FRONT
AS INDICATED
UON
7 1/8"
CAB HARDWARE AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
2'-10" , UON
3/4" PLYWD ADJ SHELF , WD-2
PLAIN FINISH & EDGE BANDING
CAB DOOR AS INDICATED
(2)CONT WD CLEATS, ATTACH
CAB W/ MIN #10 STS @ 18"
OC W/PLASTIC CAPS MIN (2)
PER CAB
2"
HARD WOOD BASE TO MATCH WD-2
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
County of Bucks
BASE AS SCHED
FL FINISH AS SCHED
4"
Project
Prepared For
1'-2 1/4"
2'-6" , UON
(3) DRAWER ON FULL
EXTENT SLIDES , AS SCHED
UON
7 1/8"
1 1/2"
VARIES
COUNTERTOP AS SCHED
1 1/2"
2" DIA GROMMETS WHERE
INDICATED
FL FINISH AS SCHED
4"
FL
EL
FL
EL
14
1 1/2" P LAM DIVIDER AS
SCHED. SEE ELEVATION
A960-3110A
STG CAB W/ STONE TOP DET
13
1 1/2" = 1'-0"
BASE CABINET W / DRAWERS DET
1 1/2" = 1'-0"
PARTITION TYPE AS SCHED
10"
2" DIA GROMMETS W/ WIRE TRAY,
WHERE INDICATED
COUNTERTOP AS SCHED
COUNTERTOP AS SCHED
1'-6"
PARTITION TYPE AS SCHED
1'-0"
1"
2"
P-LAM BASE (PL-1) AS SCHED, SCRIBE TO FLOOR
FL FINISH AS SCHED
4"
3/4" NOM DIA SST PIPE, MET
ESCUTCHEONS @ EACH
END, BRUSHED FINISH
HT AFF AS INDICATED
2'-10"
8"
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
P-LAM FRONTS (PL-1) AS SCHED.
FL FINISH AS SCHED ,
EXTEND UNDER
WORKCOUNTER
11
JURY DELIBERATION CABINET DET
10
1 1/2" = 1'-0"
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
CAB HARDWARE AS SCHED
WALL CAB MOUNTING HGHT
AS INDICATED
3/4" X 4" MDF CLEAT, P-LAM
FINISH & EDGE BANDING,
ATTACH TO MET ANCHORS
W/ MIN (2) #10 STS @ 12" OC
CLOSET SHELF & ROD DET
SH11
A960-3911A
1 1/2" = 1'-0"
All reproduction & intellectual property rights reserved © 2008
In Association with
3/4" PLYWD ADJ SHELF ,
P - LAM FINISH & EDGE
BANDING , UON
3/4" MDF @ EACH END & 48" OC
MAX, PAINTED FINISH, ATTACH @
ENDS W/ MIN (2) #10 STS
FL
EL
EL
1 1/2" = 1'-0"
3"
2'-6" , UON
3/4" PLYWD ADJ SHELF ,
PLAIN FINISH & EDGE BANDING
FL
12
DP
CAB HARDWARE AS SCHED
BASE AS SCHED
MULTIPLE HOLE & PIN
SUPPORTS , MIN 2" OC
3/4"
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
CONT WD CLEATS , ATTACH TO
MET ANCHOR BRACKETS W / MIN
# 10 STS @ 18" OC W / PLASTIC
CAPS
DESK HT , KNEE - SPACE DET
3/4" MDF SHELF, PAINTED
FINISH AS SCHED
1/4"
SEE ELEVATION
PL-2 COUNTERTOP SUPPORT
8"
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
PARTITION TYPE AS SCHED
1 1/2"
8"
(2) METAL ANCHOR BRACKETS
@ EACH WALL CAB
2'-1" , UON
1 1/2"
2'-1" , UON
PARTITION TYPE AS SCHED
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
DP
WALL FINISH AS INDICATED
9
WIDE UPPER CABINET DET
1 1/2" = 1'-0"
SS-1 COUNTERTOP
1'-10" UON
1 1/2"
1-1/2" X 1-1/2" X 3/16" STL
ANGLE BRACKET @ 48" OC ,
WELD TO 18" VERT LEG ,
ATTACH TO CNTRTOP W / MIN
(3) # 8 CTSK SCREWS , ATTACH
TO MET STUD W/MIN (3) # 8
STS
1 1/2"
Key Plan
PARTITION TYPE AS SCHED
PARTITION TYPE AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH WALL CAB
1'-1 1/4" , UON
2'-1" , UON
PARTITION TYPE AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH WALL CAB
1'-2" , UON
BACKSPLASH/WALL FINISH
AS SCHED
A
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
B
COUNTERTOP AS SCHED
N
(1) CONT WD CLEATS ,
ATTACH CAB W / MIN # 10
STS @ 18" OC W / PLASTIC
CAPS MIN (2) PER CAB
3/4"
CAB HARDWARE AS SCHED
3"
APRON PANEL W / PLAIN FINISH
EQ
CLEARANCE UNDER SINK COMPLYING
W / ADAAG 4.19: MIN 2'-5" AFF @ APRON ,
2'-3" AFF X 8" D @ KNEE SPACE ,
9" AFF X 11"D @ TOE SPACE
DRAWER ON TOP / BTM FULL
EXTENT SLIDES , AS SCHED
2'-1" , UON
2"
Drawn by
Author
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
Project No
09.07001.00
BASE CABINET
Sheet Title
BASE AS SCHED
BASE AS SCHED
4"
3/4" PLYWD ADJ SHELF,
P - LAM FINISH & EDGE BANDING
CAB DOOR AS INDICATED
BASE CABINET
FL FINISH AS SCHED
FL FINISH AS SCHED
Reviewed by
Checker
CASEWORK &
MILLWORK DETAILS
FL
EL
FL
EL
1 1/2" = 1'-0"
YYYY-MM-DD
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
2"
2
Revision Description
CAB HARDWARE AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
BASE CABINET - RECYCLE DRAWER DETAIL
No.
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
COUNTERTOP AS SCHED
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
BASE AS SCHED
FL FINISH AS SCHED
FL
BASE CABINET W / ACCESSIBLE SINK DET
1 1/2" = 1'-0"
BACKSPLASH/WALL FINISH
AS SCHED
14 1/2" SQ X 24" H REMOVEABLE
RECYCLE CONTAINER
EL
3
BACKSPLASH / WALL FINISH
AS SCHED
COUNTERTOP AS SCHED
CAB DOOR AS INDICATED
(2) CONT WD CLEATS , ATTACH CAB
W / MIN #10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
4"
FL
EL
PARTITION TYPE AS SCHED
CAB HARDWARE AS SCHED
BASE CABINET
FL FINISH AS SCHED
PARTITION TYPE AS SCHED
CAB HARDWARE AS SCHED
DISPOSAL & INSULATED HW
& DRAIN PIPING AS SCHED
BASE AS SCHED
1 1/2" = 1'-0"
CAB DRAWER FRONT
AS INDICATED
SINK W / REAR DRAIN AND
FAUCET AS SCHED
2"
BASE CABINET DET
CUTOUT FOR CONTAINER ,
W / EDGE BANDING
2'-10" , UON
5 1/8"
UON
2'-10" , UON
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
4"
2'-1" , UON
1 1/2"
1 1/2"
EQ
EQ
CAB DRAWER FRONT
AS INDICATED
2010/09/27
FL
EL
5
1 1/2" = 1'-0"
1 1/2" , UON
CAB HARDWARE AS SCHED
1 1/2" = 1'-0"
WALL CABINET DET
COUNTERTOP AS SCHED
(4) DRAWER ON FULL
EXTENT SLIDES , AS SCHED
4
A960-2110A
6
ISSUED FOR BID
FL FINISH AS SCHED
2'-10" , UON
2'-1" , UON
BASE CABINET W / DRAWERS DET
W11 , W12
A960-2110B
BACKSPLASH / WALL FINISH
AS SCHED
(2) METAL ANCHOR BRACKETS
@ EACH BASE CAB
BACKSPLASH / WALL FINISH
AS SCHED
2'-1" , UON
W10
PARTITION TYPE AS SCHED
PARTITION TYPE AS SCHED
2"
9/25/2010 2:24:27 AM
WALL FINISH AS INDICATED
WALL FINISH AS INDICATED
1 1/2" = 1'-0"
1
YYYY-MM-DD
BASE AS SCHED
LIGHT FIXTURE AS SCHED
WALL CAB - OPEN , ADJ SHELVES DET
Issue Description
1 1/2"
3"
7
1 1/2" = 1'-0"
DP
LIGHT FIXTURE AS SCHED
EL
EQ
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
FL
BASE CABINET BEYOND
No.
2"
DP
FL FINISH AS SCHED ,
EXTEND UNDER CAB
(2) 3/4" PLYWD ADJ SHELF ,
P-LAM FINISH & EDGE BANDING
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
4"
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
(1) 3/4" PLYWD ADJ SHELF ,
PLAIN FINISH & EDGE BANDING ,
UON
(2) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
4"
PARTITION & WALL FINISH
AS SCHED
2'-10" , UON
2'-6" , UON
2'-6" , UON
3'-6" , UON
16 GA UNPUNCHED MET STUD
@ EACH STL ANGLE BRACKET
(1) 3/4" PLYWD ADJ SHELF ,
PLAIN FINISH & EDGE BANDING ,
UON
BASE AS SCHED
8
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
BASE CAB - CANTILEVERED COUNTER
1 1/2"
CAB DOOR AS INDICATED
1
BASE CABINET DET
1 1/2" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9701
1'-3" , UON
1 1/2"
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
1 1/2"
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
CONT. BLOCKING
1' - 0"
PAINT REVEAL WHITE TO
MATCH CEILING
(3) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
CLG HT
10'-0" AFF
GYP CEILING ASSEMBLY, AS SCHED
(3) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
1'-1 1/2"
1'-1"
Project
CONT. WOOD BLOCKING
MULTIPLE HOLE & PIN
SUPPORTS ,
@ MIN 2" OC
SEE ELEVATION
1 1/2"
1 1/2"
3/4" MDF VERT SUPPORT, P LAM
FINISH & EDGE BANDING
(3) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
Doylestown, PA
1' - 0"
Prepared For
PARTITION TYPE AS SCHED
PARTITION TYPE AS SCHED
County of Bucks
3/4" PLYWD FIXED SHELF ,
P - LAM FINISH & EDGE BANDING
1 1/2"
3/4" PLYWD ADJ SHELF ,
P - LAM FINISH & EDGE BANDING ,
@ MAX 18" OC
PARTITION TYPE AS SCHED
2'-1" , UON
P-LAM BASE TO
MATCH SHELVING
1 1/2"
FL FINISH AS SCHED
FL
2"
(3) METAL ANCHOR BRACKETS
@ EACH BASE CAB
COUNTERTOP AS SCHED
(4) EQ. SPACED 3/4" WD-2 VENEER
SHELVES, PLAIN FINISH & EDGE BANDING
10 -0" UON
4"
1 1/2"
(3) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
MILLWORK BOOK SHELVES , ADJ SHELF
1 1/2" = 1'-0"
VERT HANGER WIRE, WHERE OCCURS,
MAX 8" FROM END OF MET RUNNER, CONT
UP TO STRUC
PAINT REVEAL WHITE TO
MATCH CEILING
CLG HT
WOOD VENEER PANEL( WD-2) AS SCHED.
2"
CAB DOOR AS INDICATED
1"
CONT. WOOD BLOCKING
CONT. WOOD BLOCKING
BASE CABINET
1'-8"
5
MAIL CABINET AND STORAGE
1 1/2" = 1'-0"
HARD WOOD BASE TO MATCH WD-2
FLOOR FINISH AS SCHED
4" UON
CONT MET "Z" CLIP PANEL
ATTACHMENT SYSTEM
3/4" WD VENEER PANEL ASSEMBLY
FL FINISH AS SCHED
FL
EL
(3) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
APC CEILING
ASSEMBLY, AS SCHED
(3) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
All reproduction & intellectual property rights reserved © 2008
In Association with
BASE TO MATCH CABINET
10'-0" AFF
GYP CEILING ASSEMBLY, AS SCHED
3/4" PLYWD ADJ SHELF,
P - LAM FINISH & EDGE BANDING
BASE CABINET
CLG HT
10'-0" AFF
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
(3) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
4"
1"
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
PAINT REVEAL WHITE TO
MATCH CEILING
2"
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
2'-10" , UON
7
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
CAB HARDWARE AS SCHED
EL
CAB HARDWARE AS SCHED
MIN 2-1/2" x 20 GA @ 16" OC
VERT MET STUDS SOFFIT
FRAMING
BUCKS COUNTY
JUSTICE CENTER
FL
EL
3/4" WD VENEER PANEL ASSEMBLY
2'-1" , UON
METAL ANCHOR BRACKETS
@ EACH WALL CAB
Key Plan
(3) 3/4" ADJ SHELF,
WOOD VENEER FINISH WD-2
6
1 1/2" = 1'-0"
A960-2310B
PARTITION TYPE AS SCHED
WALL THICKNESS VARIES, FRONT
FACE OF ADJACENT CABINETS
AND SOFFIT TO ALIGN
(4)CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
SEE PLAN
MULTIPLE HOLE & PIN
SUPPORTS , MIN 2" OC
(2) 3/4" ADJ SHELF,
WOOD VENEER FINISH WD-2
3/4" HARDWOOD VENEER
PANEL WD-2
(4) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
SEE ELEVATION
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
CAB HARDWARE AS SCHED
CAB HARDWARE AS SCHED
ISSUED FOR BID
2010/09/27
BACKSPLASH / WALL FINISH
AS SCHED
1' - 6"
(4) DRAWER ON FULL
EXTENT SLIDES , AS SCHED
CAB HARDWARE AS SCHED
BACKSPLASH / WALL FINISH
AS SCHED
3/4" PLYWD ADJ SHELF,
P - LAM FINISH & EDGE BANDING
2' - 10"
1 1/2"
1'-0"
4" UON
MULTIPLE HOLE & PIN SUPPORTS ,
@ MIN 2" OC
CONT STOP W / P - LAM FIN
(4) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
DISHWASHER
(3) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
BASE CABINET
(4)CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
WD BASE, FIN TO MATCH PANELS AS
SCHED, SCRIBE TIGHT TO FLOOR
SLAB
FL
YYYY-MM-DD
PARTITION TYPE AS SCHED
1'-0"
(4) DRAWER ON FULL
EXTENT SLIDES , AS SCHED
FL FINISH AS SCHED
Revision Description
CONT STOP W / P - LAM FIN
1'-0"
1'-0"
CAB HARDWARE AS SCHED
(3) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
No.
REMOVABLE MICROWAVE
AS SCHED
CAB HARDWARE AS SCHED
1'-0"
1'-0"
4" UON
1
YYYY-MM-DD
PARTITION TYPE AS SCHED
CAB DRAWER FRONT
AS INDICATED
EL
1 1/2" = 1'-0"
Issue Description
REMOVABLE MICROWAVE
AS SCHED
1' - 6"
(3) METAL ANCHOR BRACKETS
@ EACH BASE CAB
CAB DRAWER FRONT
AS INDICATED
4
No.
1'-0"
1'-0"
8'-3"
(4) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
CAB HARDWARE AS SCHED
JUDGES' CORRIDOR FILING CAB DET
N
CAB HARDWARE AS SCHED
(3) METAL ANCHOR BRACKETS
@ EACH BASE CAB
WD BASE, FIN TO MATCH PANELS AS
SCHED, SCRIBE TIGHT TO FLOOR
SLAB
9/25/2010 2:24:43 AM
3/4" PLYWD ADJ SHELF ,
P - LAM FINISH & EDGE
BANDING , UON
B
3/4" PLYWD ADJ SHELF ,
P - LAM FINISH & EDGE
BANDING , UON
(4) METAL ANCHOR BRACKETS
@ EACH TALL WALL CAB
2'-1" , UON
3/4" HARDWOOD VENEER
PANEL WD-2
A
MULTIPLE HOLE & PIN
SUPPORTS , MIN 2" OC
(3) METAL ANCHOR BRACKETS
@ EACH TALL STG CAB
VARIES - 1'-6", 1'-3"
(4) CONT WD CLEATS , ATTACH CAB
W / MIN # 10 STS @ 18" OC
W / PLASTIC CAPS MIN (2) PER CAB
T11 , T21
SEE ELEVATION
1/4" REVEAL TO ALIGN WITH
ADJACENT DOOR AND SOFFIT, SEE
ELEVATION
TALL STG CAB DET
FL FINISH AS SCHED
CAB DOOR AS INDICATED
Sheet Title
BASE AS SCHED
CASEWORK &
MILLWORK DETAILS
FL FINISH AS SCHED
FL
EL
3
JUDGES' FILING CAB DET
1 1/2" = 1'-0"
2
TALL STORAGE CAB., (1) MICROWAVE,
DISHWASHER
1 1/2" = 1'-0"
1
TALL STORAGE CAB, (1) MICROWAVE
1 1/2" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9702
1/2" S.S. TRIM
WALL TILE AS SCHED.
PARTITION TYPE AS SCHED.
Project
BUCKS COUNTY
JUSTICE CENTER
Doylestown, PA
TRIMLESS LIGHT FIXTURE
AS SCHED.
Prepared For
County of Bucks
4
PUBLIC RESTROOM LAVATORY LIGHT DETAIL
3" = 1'-0"
5 1/2"
STONE COUNTERTOP
ADHESIVE
SANITARY SEALANT
AND GASKET
TS 3" X 2" X 1/4" STEELTUBE PRIMED
W/RUST INHIBITING PRIMER; WELD
TO VERT STEEL TUBES
PARTITION AS SCHED.
TYPE #2 ANCHOR
MIRROR
HOK
620 Sixth Avenue 6th Floor
New York, NY 10011 USA
t +1 212 741 1200 f +1 212 633 1163
Canal House 3223 Grace St. N.W.
Washington, DC 20007 USA
t +1 202 944 1500 f +1 202 339 8800
1/4" DIA
TYPE #31 ANCHOR
All reproduction & intellectual property rights reserved © 2008
In Association with
STONE LEDGE (ST-8)
6"
1/2"
3
TOILETROOM COUNTERTO EDGE DETAIL
3" = 1'-0"
2"
2'-0"
PROVIDE HORIZ. TS 3" X 2" X
1/4" SUPPORT TUBES
BETWEEN EVERY LAVATORY
2'-10"
3'-4"
4" STUD 16" O.C.
1'-5"
WALL TILE (T-1)
Key Plan
45.0
0°
A
B
LAV FAUCET SET
N
SOAP DISPENSER
6
JUDGE'S RESTROOM WALL SECTION
COUNTER EDGE ABOVE
1 1/2" = 1'-0"
3"X 3" X 5/6" VERT SUPPORT
TUBES IN WALLS WELDED TO
HORIZ SUPPORT
METAL STUD EACH SIDE OF
VERT SUPPORT TUBES
4
A9703
PARTN TYPE AS SCHEDULED
C:\Revit Projects\BucksCountyPhase2and3_09.07001.00\Model\BCJC-A-carly.debacker_20100924-930.rvt
2
Issue Description
1
ISSUED FOR BID
YYYY-MM-DD
2010/09/27
TOILETROOM STONE COUNTERTOP PLAN
1 1/2" = 1'-0"
MIRROR AS SCHEDULED
LIGHT FIXTURE AS
SCHEDULED
2"
5"
No.
Revision Description
YYYY-MM-DD
STONE COUNTERTOP
SEE DWG 3/A9703 FOR
COUNTER EDGE DETAIL
1 3/4"
1'-1 1/2"
METAL LOCKERS
AS INDICATED
FAUCET AS SCHEDULED
2'-0"
5"
LAVATORY SUPPORT
FRAME TS 3" X 2"X 1/4"
UNDER COUNTER LAVATORY
SOLID SURFACE BENCH/BACK SPLASH
MDF SUBSTRATE BACKING
2'-10"
2"
2"
3'-2"
1' - 2 1/2"
4 1/4"
POLISH ALL EXPOSED EDGES
INSULATE ALL EXPOSED TRAPS
AND WASTE PIPING WITH VINYL
BOOT AS SCHEDULED
PARTITION AS
SCHEDULED
WALL TILE. SEE FINISH SCHED.
5/8" GYP. BD
4" METAL STUD BENCH AND
LOCKER BASE- TYP.
5
LOCKER ROOM BENCH DETAIL
1 1/2" = 1'-0"
Drawn by
Author
Reviewed by
Project No
09.07001.00
Checker
Sheet Title
CASEWORK AND
MILLWORK DETAILS
CARPET AS SCHED.
9/25/2010 2:25:00 AM
No.
1
TOILETROOM STONE COUNTERTOP DETAIL
1 1/2" = 1'-0"
Original drawing is 42 x 30
Do not scale contents of this drawing
Sheet Number
A9703