S02- 561-19-160_Prosthetics Lab_ Final Bid Drawings NEW_Part4.pdf
PDF 5 MB Posted
- Attached to
- Y1DA--Upgrade prosthetics (VA-22-00010940)
- Solicitation number
- 36C24222B0005
About this file
This solicitation is for construction services for VA Project 561-19-160 to upgrade the prosthetics lab at the VA East Orange Medical Center in New Jersey. The scope of work includes demolition of existing interior walls, finishes, ceilings and mechanical, plumbing and electrical components; hazardous material abatement; and new construction including interior walls, doors, ceilings, finishes, and mechanical, plumbing and electrical systems. Specific tasks are the demolition and removal of existing structures; furnishing labor and materials for interior renovations; and reconfiguring and providing new HVAC, plumbing and electrical equipment. An alternate to delete a pass window and fire shutter is included. The period of performance is estimated at 180 calendar days beginning immediately upon notice to proceed. The contractor must coordinate work with the facility and is responsible for safety, infection control and protecting existing equipment during construction.
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Text version
FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE LATCH APPROACH, PULL SIDEFRONT APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE
1'-6" MIN
M
IN
M
IN
3'-0" MIN 3'-6" MIN
M
IN
2'-0" MIN
M
IN
1'-0" MIN*
M
IN
1'-0" MIN*
2'-0" MIN*3
M
IN
M
IN
*4'-4" MIN IF CLOSER IS PROVIDED
*IF BOTH CLOSER AND LATCH ARE PROVIDED
*IF BOTH CLOSER AND LATCH ARE PROVIDED
** 4'-0" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED
*4'-4" MIN IF CLOSER IS PROVIDED
GENERAL NOTE:
1. ALL 'B' LABELED DOORS WILL HAVE A 90 MINUTE RATING.
2. ALL 'C' LABELED DOORS WILL HAVE A 45 MINUTE RATING.
3. EVEN NUMBERS ARE METAL; ODD NUMBERS ARE WOOD.
FLUSH
TEMPERED
GLASS
8"8"
'C' LABEL
TYPE 1
(HM IN GWB)
W
T Y
P
J1
H1
TYPE 2
(HM IN CMU)
W
J2
H2
TYPE 3
(HM IN CMU)
W
J3
H3
TYPE 4
(HM IN GWB)
W
J1
H1
2' - 0"
T Y
P
H H H H
2"2" 2" 2"
1/4" TEMPERED
GLASS
H4
J4
MK
A 1'-6" (457) 6'-8" (2032)
B 2'-0" (610) 6'-8" (2032)
C 2'-2" (660) 6'-8" (2032)
D 2'-4" (711) 6'-8" (2032)
E 2'-6" (762) 6'-8" (2032)
F 2'-8" (813) 6'-8" (2032)
G 2'-10" (864) 6'-8" (2032)
H 3'-0" (914) 6'-8" (2032)
I 3'-2" (965) 6'-8" (2032)
J 3'-4" (1016) 6'-8" (2032)
K 3'-8" (1118) 6'-8" (2032)
L 3'-10" (1168) 6'-8" (2032)
M 1'-6" (457) 7'-8" (2337)
N 2'-0" (610) 7'-0" (2134)
O 2'-2" (660) 7'-0" (2134)
P 2'-4" (711) 7'-0" (2134)
Q 2'-6" (762) 7'-0" (2134)
R 2'-8" (813) 7'-0" (2134)
S 3'-0" (914) 7'-0" (2134)
T 3'-4" (1016) 7'-0" (2134)
U 3'-6" (1067) 7'-0" (2134)
V 3'-8" (1118) 7'-0" (2134)
W 3'-10" (11168) 7'-0" (2134)
X 4'-0" (1219) 7'-0" (2134)
Y
Z 3'-6" (1087) 8'-6"
WIDTH HEIGHT WIDTH HEIGHT
IN mm) IN (mm) IN (mm) IN (mm)
MK
DOOR SIZES
GLASS OR LOUVER
REQUIRED BY
MODIFICATION
GLASS OR LOUVER
REQUIRED BY
ELEVATION TYPE
LEGEND (SEE ELEVATIONS)
DOOR MODIFICATIONS
A LAMINATED GLASS
D DOUBLE GLAZED TEMPERED GLASS
H ELECTRIC HOLD OPEN
L LOUVER
LP LIGHT PROOF LOUVER
M MECHANICAL SEAL FOR LIGHT PROOF
& SOUND RETARDING DOOR
T TEMPERED GLASS
U UNDERCUT 1" (25mm)
V LEAD GLASS
F FIRE RATED GLAZING
F/F FIRE RATED GLAZING W/ FILM
W/F WIRED FLAT GLASS
G DOOR GASKETS AND DOOR SWEEP
NOTES:
1. ALL DOORS SHALL BE FLUSH - 1 3/4" (44mm) THICK
UNLESS NOTED OTHERWISE.
2. TOP & SIDE RAILS SHALL BE 9" (229mm) MIN.
BOTTOM RAILS SHALL BE 12" (305mm) MIN.
3. DOOR TYPES 7, 8, & 9 SHALL NOT BE USED FOR
OPPOSING DOORS.
4. FOR SCHEDULING DOOR TYPES, SEE PG-18-14.
5. EVEN NUMBERS ARE METAL; ODD NUMBERS ARE
WOOD.
A
DOOR
TYPE
DOOR
MODIFICATION
DOOR SYMBOL
FRAME TYPE
(JAMB DETAIL)
DOOR SIZE
DOUBLE LETTERS
EQUAL SIZE OF LEAF
FOR PAIR OF DOORS
T
VERTICAL STUDS @ 1'-4" MAX W/ GYPSUM
WALLBOARD. 1'-4" W/ GYPSUM LATH & PLASTER
DOUBLE STUDS FOR SUPPORTING CONCRETE
BACKER BOARD.
PROVIDE CONTINUOUS BRACING WHEN
STUDS EXCEED 10'-0" & ARE FINISHED
BOTH SIDES.
DETAIL D: JAMB ANCHOR CLIPS (3) PER
SIDE - COORDINATE W/ HINGE
REINFORCEMENT.
NOTE 1: OMIT BRACE WHEN "D" DIMENSION IS LESS
THAN 2'-0" FOR GYPSUM WALLBOARD OR 16" FOR
PLASTER PARTITION.
SEC. B
1/2" CONSTRUCTION JOINT
SEE NOTE
RUNNER
BETWEEN
STUDS
HM DOOR
FRAME
DETAIL C
E Q
U A
L E
Q U
A L
E Q
U A
L E
Q U
A L
D
V A
R
IE
S
/2
CRIPPLE STUD, DO NOT
ANCHOR TO BEARING
STUD
GYPSUM WALLBOARD
PANELS
CONTROL JOINT
1/2" MIN
PROVIDE SOUND DEADENING
WHERE REQUIRED
ISOMETRIC OF CONSTRUCTION JOINT SECTION B
SECTION CSECTION A
JAMB ANCHORS
(FURNISHED WITH FRAME)
DETAIL D
DOUBLE STUDS
HM FRAME
INTERIOR PARTITION,
SEE FLOOR PLAN
JAMB ANCHOR
3/ 4"
M
IN
1/2"M
IN.
5/8" M
AX
STUD OF INTERIOR PARTITION, SEE
FLOOR PLAN
TOP TRACK
SANITARY STOP
HM DOOR
FRAME
SHIM AS REQUIRED
METAL ANCHOR CLIP
FRAME FACE
MINUS 3/16"
FRAME FACE
MINUS 3/16"
3/ 4"
M
IN
JAMB DEPTH
STUDWIDTH
STUDWIDTH
3/ 4"
M
IN
SEE DOOR SCHEDULE
VARIES
1 15/16" VARIES VARIES
(DOOR SIDE)
/8
1/2" 1/2"
THROAT OPENING = PARTITION WIDTH + 1/8" MIN
GAGE AS SPECIFIEDADD RETURN ON FRAME
WHERE DRYWALL FINISH IS
REQUIRED
HM. DOOR FRAME FIRE
RATING TO MATCH DOOR FIRE
RATING.
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
5/8" GWB OVER 7/8" MTL.
HAT FURRING BOTH SIDES
8" REINFORCED CMU FULLY
GROUTED
GROUT DOOR FRAME SOLID
WIRE HM FRAME MASONRY
ANCHORS
J2
HM. DOOR FRAME WITH FIRE
RATING TO MATCH DOOR FIRE
RATING.
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
5/8" GWB OVER 7/8" MTL.
HAT FURRING BOTH SIDES
MASONRY LINTEL AS
REQUIRED
GROUT SOLID
H2
10 5/8"
HM. DOOR FRAME FIRE
RATING TO MATCH DOOR FIRE
RATING.
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
5/8" GWB OVER 7/8" MTL.
HAT FURRING BOTH SIDES
8" CMU GROUT SOLID AT DOOR
JAMBS
GROUT DOOR FRAME SOLID
WIRE HM FRAME MASONRY
ANCHORS
J3
HM. DOOR FRAME WITH FIRE
RATING TO MATCH DOOR FIRE
RATING.
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
5/8" GWB OVER 7/8" MTL.
HAT FURRING BOTH SIDES
MASONRY LINTEL AS
REQUIRED
GROUT SOLID
H3
9 1/8"
EXPOSED MASONRY ONE
SIDE PAINTED
11 5/8"
10 1/8"
STANDARD HM FRAME FOR
DRYWALL
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
WIDTH
METAL STUD
DRYWALL, THICKNESS SINGLE
OR DOUBLE AS REQUIRED
DOUBLE STUDS BACK TO BACK
JAMB ANCHORS
J1 H1
STANDARD HM FRAME FOR
DRYWALL
PERIMETER CAULK BOTH
SIDES
CERAMIC TILE FINISH
WHERE REQUIRED
WIDTH
METAL STUD
DRYWALL, THICKNESS SINGLE
OR DOUBLE AS REQUIRED
DOUBLE STUDS BACK TO BACK
JAMB ANCHORS
J4 H4 1/4" TEMPERED GLASS
METAL STOP WITH GASKET
ON ROOM SIDE
1/ 2"
HOLLOW METAL
FRAME
JAMB ANCHORS @ 3'-0" O.C. MAX. ANCHORED
TO FRAME, AND TO STUD (MIN. 3 AT DOORS
7'-2" OR LESS)
DOUBLE 20 GA. STUDS TO STRUCTURE ABOVE AT
ALL DOORS. 20 GA. STUD NESTED IN 20 GA.
RUNNER AT SINGLE DOORS OR PAIR OF DOORS
WIDER THAN 3'-0"
WALL WHERE OCCURS EACH SIDE
SEALANT @ PERIMETER BOTH
SIDES
5/8" GWB EACH SIDE
1/ 2"
SEE FLOOR PLAN FOR
PARTITION TYPE
1/ 2"
HOLLOW METAL
FRAME
JAMB ANCHORS @ 3'-0" O.C. MAX. ANCHORED
TO FRAME, AND TO STUD
WALL WHERE OCCURS EACH SIDE
SEALANT @ PERIMETER BOTH
SIDES
5/8" GWB EACH SIDE
1/ 2"
SEE FLOOR PLAN FOR
PARTITION TYPE
1/4" THICK TEMPERED GLASS PANEL
METAL STOP WITH GASKET ON ROOM SIDE.
FASTENED INTO HOLLOW METAL FRAME
GLAZING FOAM TAPE/GASKET
STORAGE SIDE
RECEPTION SIDE
LOCKING MECHANISM
FROM MANUFACTURER
ROLLER ASSEMBLY OF PASS-
THRU WINDOW SYSTEM
1/4" THICK TEMPERED GLASS
DRYWALL CASED OPENING
LINE OF DRYWALL CASED
OPENING BEYOND
LINE OF FLOOR
ACOUSTICAL CEILING GRID WITH
DROP-IN TILE (TYP.)
3 5/8" METAL STUDS @ 16" O.C.
BRACE STUDS TO STRUCTURE
ABOVE AT SOFFIT LOCATION (TYP.)
7/16" GAP
2" 2
/2
CASEWORK COUNTERTOP-
REFER TO SHEET AE201
SOLID SURFACE CAP/ COUNTER
AT CASED OPENING- REFER TO
SHEET AE201
HOUSING OF FIRE SHUTTER DOOR-
TO BE FACE MOUNTED TO
DRYWALL PARTITION ABOVE
CEILING
3 1/8"
/4
" 1/2" OVERHANG
V E
R
IF
Y W
IT
H
M A
N U
F A
C T
U R
E R
R O
U G
H O
P E
N
IN
G
WITH MANUFACTURER
11 3/4" VERIFY
GC101
4' - 0"
2' - 6"
2" TYP
W1 W2
GC101
TYP
2" HOLLOW METAL
FRAME - TYPICAL
1/4" TEMPERED
GLAZING WITH GL-1
FILM w/ VERTICAL GRAIN
DIRECTION.
LOCKABLE 1/4"
TEMPERED GLAZING
SLIDING WINDOW WITH
GL-1 FILM w/ VERTICAL
GRAIN DIRECTION.
5/8" GWB EACH SIDE
SEE FLOOR PLAN FOR
PARTITION TYPE
1/4" THICK
TEMPERED GLASS
SOLID SURFACE CAP/
COUNTER AT CASED
OPENING- REFER TO
SHEET AE201
FIRE RATED
COUNTER SHUTTER
STEEL SHUTTER
GUIDES AS PER
MANUFACTURER
TERMINATION BARCAULK AROUND ALL
SIDES
FASTENERS AS PER
SHUTTER
MANUFACTURER GUIDE SEAL
PASS THRU WINDOW
SYSTEM
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
A R
C
M
-0
-2 a k a n u s k yV
B N
S Y
.r v t
/1
/2
:3 :1
P
M
GC101
DOOR & WINDOW SCHEDULE & DETAILS
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
3/8" = 1'-0"1
TYPICAL DOOR APPROACH CLEARANCES
1/4" = 1'-0"2
DOOR TYPES
1/4" = 1'-0"3
INTERIOR DOOR FRAMES
1/8" = 1'-0"6
DOOR NOTES AND SIZES
1/2" = 1'-0"5
DETAILS - DOOR OPENING FRAMING
6" = 1'-0"4
DETAIL - TYPICAL DOOR FRAME
1 1/2" = 1'-0"10
DETAILS - INTERIOR DOOR JAMBS
3" = 1'-0"7
TYP. JAM DETAIL, HD SIM CASED OPENING
3" = 1'-0"9
SECTION - HOLLOW METAL VISION PANEL
1" = 1'-0"8
AT PASS-THRU WINDOW
SECTION - FIRE SHUTTER
Revisions: Date:
1/4" = 1'-0"11
WINDOW SCHEDULE
3" = 1'-0"12
SECTION - FIRE SHUTTER JAMB DETAIL
1. DO NOT SCALE DRAWINGS. CONTRACTOR(S) ARE TO VERIFY SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK.
2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES INCLUDING ACCESSIBILITY
STANDARDS AND THE REQUIREMENTS OF “AMERICANS WITH DISABILITIES ACT.”
3. CONTRACTOR(S) SHALL VISIT THE SITE AND CORRELATE THE REQUIREMENTS OF THE DOCUMENTS WITH THE EXISTING CONDITIONS.
4. DRAWINGS ARE DIAGRAMMATIC AND SINCE EXISTING CONDITIONS, INCLUDING AREAS ABOVE ACCESSIBLE CEILINGS MAY AFFECT NEW WORK, THE CONTRACTOR SHALL COORDINATE AND ALTER NEW WORK TO PROPERLY FIT THE EXISTING CONDITIONS. THE WORK SHALL BE PERFORMED AT NO EXTRA COST. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE
COMMENCING WITH THE WORK.
5. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHEN SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT
CANNOT BE DETERMINED, CONSULT VA COR BEFORE PROCEEDING WITH THE WORK.
6. SOME MASONRY AND LUMBER DIMENSIONS SHOWN ON THE DRAWINGS ARE NOMINAL DIMENSIONS. CONTRACTOR(S) SHALL COORDINATE ACTUAL DIMENSIONS WITH THE JOB CONDITIONS. REPORT ALL DISCREPANCIES TO THE VA COR.
7. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE NOT GUARANTEED TO BE COMPLETE. THE CONTRACTOR(S) SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND MATERIALS REQUIRED FOR THE CONTRACTED WORK. REPORT ALL DISCREPANCIES TO
THE VA COR PRIOR TO FABRICATION AND ERECTION.
8. THE TERM ‘PATCH TO MATCH’ OR ‘CUTTING AND PATCHING’ DENOTES THAT REPAIR WORK IS NECESSARY TO CONSTRUCT A FLOOR, BASE, WAINSCOT, WALL OR CEILING TO MATCH ITS ADJACENT SURFACE, TEXTURE, MATERIAL, FINISH AND COLOR OF ADJACENT
EXISTING SURFACES.
9. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY THE VA
COR AND OWNER.
10. WHERE EXISTING PARTITIONS OR SERVICES HAVE BEEN REMOVED, OR NEW SERVICES PENETRATE EXISTING SURFACES, THE OPENINGS
SHALL BE PATCHED TO MATCH THE EXISTING SURFACE FINISH,
11. TEXTURE, AND SHEEN.
12. WHERE NEW OPENINGS OCCUR IN STRUCTURAL BEARING WALL, CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORTS AND/OR
SHORING AS REQUIRED FOR INSTALLATION OF LINTELS.
13. WHERE EXISTING DOORWAYS ARE TO BE FILLED IN, CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
WALL WIDTHS.
14. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL ACCESS DOORS, ACCESS PANELS AND FRAMES, INCLUDING, BUT NOT LIMITED TO THOSE SPECIFIC IN THE CONSTRUCTION DOCUMENTS AND FURNISHED BY OTHER CONTRACTORS. ALL ACCESS DOORS AND PANEL LOCATIONS TO BE COORDINATED AND APPROVED BY VA COR PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL ACCESS PANELS AND ACCESS DOORS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PAINT COLORS WITH THE
ARCHITECT PRIOR TO COMMENCING WITH THE WORK.
15. INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF STUD. THE CONTRACTOR SHALL COORDINATE FINISH DIMENSIONS WITH FINISH
SCHEDULE WHEN CRITICAL TO THE INSTALLATION OF MILLWORK OR EQUIPMENT.
1. ALL PARTITIONS ARE TYPE A1 UNLESS NOTED OTHERWISE.
2. REFER TO THE LIFE SAFETY PLANS FOR FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS.
3. FIRE RESISTANCE RATING INDICATED ON THE LIFE SAFETY PLANS SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF THE PARTITION INDICATED TO BE FIRE RATED. ALL PIPING, DUCTS, CABINETS, ETC. THAT PENETRATE PARTITIONS SHALL BE INSTALLED IN A MANNER THAT
WILL PRESERVE THE FIRE RESISTANT RATING OF THE PARTITION.
4. ALL DIMENSIONS OF NEW PARTITIONS/BARRIERS SHALL BE TAKEN TO FACE OF STUD. DIMENSIONS TO EXISTING WORK SHALL BE TAKEN TO
FACE OF FINISH SURFACE.
5. PROVIDE BLOCKING IN PARTITIONS FOR WALL MOUNTED ACCESSORIES.
6. PROVIDE WATER RESISTANT GYPSUM BOARD AT PLUMBING LOCATIONS UNLESS CEMENTITIOUS BACKER BOARD IS SPECIFIED.
7. METAL STUDS SHALL BE 20 GAUGE MINIMUM. MAXIMUM HEIGHT IS 15'-0". PARTITION HEIGHTS THAT EXCEED 15'-0" SHALL INCREASE IN GAUGE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION TECHNICAL GUIDE, LATEST EDITION.
CONT METAL STUD BOTTOM TRACK
SET IN CONT BEAD OF SEALANT.
LINE OF FINISHED FLOOR, SEE ROOM FINISH
SCHEDULE FOR FLOOR & BASE TYPE
UNDERSIDE OF ROOF OR FLOOR DECK
LINE OF CEILING SYSTEM, SEE ROOM
FINISH SCHEDULE FOR TYPE & HEIGHT
3 5/8" METAL STUDS @ 16" O.C., TYP
(1) LAYER 5/8" THK. GWB BOTH SIDES
SECTION
PARTITION TYPE "A1.1": CONTINUOUS 3
1/2" SOUND ATTENUATION BATTS AS
SCHEDULE
CONTINUOUS METAL HORIZONTAL
BRIDGING CHANNEL @ MID HEIGHT, TYP.
PLAN
A1
/8
NON-RATED PARTITIONS: 3/8" ACOUSTICAL
SEALANT, BOTH SIDES
RATED PARTITIONS: FIRE CAULK IN
ACCORDANCE WITH UL 419
FULL HEIGHT GWB BOTH
SIDES
METAL STUD PARTITION
CONTINUOUS METAL STUD TOP TRACK.
PROVIDE DEFLECTION TRACK AT ROOF
CMU PARTITION
PLAN 8" CMU EXPOSED BOTH
SIDES (PAINTED)
SECTION
LINE OF FINISHED
FLOOR, SEE ROOM
FINISH SCHEDULE FOR
FLOOR & BASE TYPE
LINE OF CEILING
SYSTEM, SEE ROOM
FINISH SCHEDULE FOR
TYPE & HEIGHT
C1
LINE OF ROOF OR
FLOOR DECK
NON-RATED PARTITIONS: 3/8" ACOUSTICAL
SEALANT, BOTH SIDES
RATED PARTITIONS: FIRE CAULK IN
ACCORDANCE WITH UL 419
CONT METAL STUD BOTTOM TRACK
SET IN CONT BEAD OF SEALANT.
LINE OF FINISHED FLOOR, SEE ROOM
FINISH SCHEDULE FOR FLOOR & BASE
TYPE
LINE OF CEILING SYSTEM, SEE ROOM
FINISH SCHEDULE FOR TYPE & HEIGHT
3 5/8" METAL STUDS @ 16" O.C., TYP
(1) LAYER 5/8" THK. GWB ONE SIDE
SECTION
PARTITION TYPE "A2.1": CONTINUOUS 3
1/2" SOUND ATTENUATION BATTS AS
SCHEDULE
CONTINUOUS METAL HORIZONTAL
BRIDGING CHANNEL @ MID HEIGHT, TYP.
PLAN
A2
3/8" ACOUSTICAL SEALANT
METAL STUD PARTITION
UNDERSIDE OF ROOF OR FLOOR DECK
FULL HEIGHT GWB ONE
SIDE
CONTINUOUS METAL STUD TOP TRACK.
PROVIDE DEFLECTION TRACK AT ROOF
3/8" ACOUSTICAL SEALANT, ONE SIDE
/4
PLAN
5/8" GWB ONE SIDE
SECTION LINE OF FINISHED FLOOR, SEE
ROOM FINISH SCHEDULE FOR
FLOOR & BASE TYPE
LINE OF CEILING SYSTEM, SEE
ROOM FINISH SCHEDULE FOR
TYPE & HEIGHT
UL DESIGN NO UL905 COMPLIANT
REINFORCED 8" CMU
UNDERSIDE OF ROOF OR FLOOR
DECK ABOVE
CONTINUOUS METAL J CHANNEL
4" RUBBER BASE. SEE FINISH
SCHEDULE
EXTENT OF FURRING AND GWB
TYPICAL
FOR FIRE RATED PARTITIONS
PROVIDE AND INSTALL
CONTINUOUS FIRE CAULK BOTH
SIDES PER UL DESIGN NO UL905
CONT MTL J CHANNEL
CMU PARTITION
C2
7/8" VERTICAL METAL HAT
CHANNEL @ 16" O.C. ONE SIDE
PLAN
5/8" GWB BOTH SIDES
SECTION
LINE OF FINISHED FLOOR, SEE
ROOM FINISH SCHEDULE FOR
FLOOR & BASE TYPE
LINE OF CEILING SYSTEM, SEE
ROOM FINISH SCHEDULE FOR
TYPE & HEIGHT
UL DESIGN NO UL905 COMPLIANT
REINFORCED 8" CMU
UNDERSIDE OF ROOF OR FLOOR
DECK ABOVE
CONTINUOUS METAL J CHANNEL
EXTENT OF FURRING AND GWB
TYPICAL
FOR FIRE RATED PARTITIONS
PROVIDE AND INSTALL
CONTINUOUS FIRE CAULK BOTH
SIDES PER UL DESIGN NO UL905
CMU PARTITION
C3
7/8" VERTICAL METAL HAT
CHANNEL @ 16" O.C. BOTH
SIDES
3/8" ACOUSTICAL SEALANT -
TYPICAL
4" RUBBER BASE. SEE FINISH
SCHEDULE BOTH SIDES
CONTINUOUS METAL J
CHANNEL BOTH SIDES
3/8" ACOUSTICAL SEALANT -
TYPICAL BOTH SIDES (FIRE CAULK
FOR RATED PARTITIONS)
4" RUBBER BASE. SEE FINISH SCHEDULE BOTH
SIDES
4" RUBBER BASE. SEE FINISH SCHEDULE
1 HOUR FIRE RATED PARTITION
1 HOUR FIRE RATED PARTITION 1 HOUR FIRE RATED PARTITION 1 HOUR FIRE RATED PARTITION
CONTINUOUS METAL STUD BOTTOM TRACK
SET IN CONTINUOUS BEAD OF SEALANT.
LINE OF FINISHED FLOOR, SEE ROOM FINISH
SCHEDULE FOR FLOOR & BASE TYPE
UNDERSIDE OF ROOF OR FLOOR DECK
LINE OF CEILING SYSTEM, SEE ROOM
FINISH SCHEDULE FOR TYPE & HEIGHT
3 5/8" METAL STUDS @ 16" O.C., TYPICAL
(1) LAYER 5/8" TYPE 'X' GYPSUM
BOARD BOTH SIDES
SECTION
CONTINUOUS 3 1/2" SOUND
ATTENUATION BATTS AS SCHEDULE
CONTINUOUS METAL HORIZONTAL BRIDGING
CHANNEL @ MID HEIGHT, TYPICAL
PLAN
R1
/8
FIRE CAULK IN ACCORDANCE WITH UL 419
FULL HEIGHT TYPE 'X' GYPSUM BOARD
BOTH SIDES
1-HR RATED METAL STUD PARTITION
CONTINUOUS METAL STUD TOP TRACK.
PROVIDE DEFLECTION TRACK AT ROOF
FIRE CAULK IN ACCORDANCE WITH UL 419
4" RUBBER BASE. SEE FINISH SCHEDULE BOTH
SIDES
CONT METAL STUD BOTTOM TRACK
SET IN CONT BEAD OF SEALANT.
LINE OF FINISHED FLOOR, SEE ROOM FINISH
SCHEDULE FOR FLOOR & BASE TYPE
UNDERSIDE OF ROOF OR FLOOR DECK
LINE OF CEILING SYSTEM, SEE ROOM
FINISH SCHEDULE FOR TYPE & HEIGHT
3 5/8" METAL STUDS STAGGERED @ 16" O.C.,
TYPICAL
(1) LAYER 5/8" TYPE 'X' GYPSUM
BOARD BOTH SIDES
SECTION
CONTINUOUS 5 1/2" SOUND
ATTENUATION BATTS AS SCHEDULE
CONTINUOUS METAL HORIZONTAL
BRIDGING CHANNEL @ MID HEIGHT, TYP.
PLAN
R2
S E
E P
L A
N
V A
R
IE
S
FIRE CAULK IN ACCORDANCE WITH UL 419
FULL HEIGHT TYPE 'X' GYPSUM BOARD
BOTH SIDES
1-HR RATED METAL STUD PARTITION
CONTINUOUS METAL STUD TOP TRACK.
PROVIDE DEFLECTION TRACK AT ROOF
FIRE CAULK IN ACCORDANCE WITH UL 419
4" RUBBER BASE. SEE FINISH SCHEDULE BOTH
SIDES
ASSEMBLY: UL-U419
STC: 48
NOTE: ANY PENETRATIONS THROUGH PARTITION ARE TO BE FIRE CAULKED
ASSEMBLY: UL-U493
STC: 58
NOTE: ANY PENETRATIONS THROUGH PARTITION ARE TO BE FIRE CAULKED
2" TYP.
CONT. BOND BEAM
5x3x1/4x(0'-6")
ANGLE @ 48" O.C.
10ga. X 8"W PLATE
STRAP @ 4'-0" O.C.
WELD TO DECK
(E) FLOOR SLAB
(E) FLOOR SLAB
BASE
L A
P
" DRILL & DOWEL 1/2"Ø THREADED ROD -16" LG
@ 48" O.C., PROVIDE 3 1/2" MIN. EMBED. INTO
FLOOR SLAB. USE HILTI HIT-HY 200 SAFE SET
ADHESIVE ANCHORING SYSTEM
CMU WALL W/// #5 @ 48"
O.C. VERTICAL. GROUT AT
REINF. CELLS ONLY
SCHEDULED.
CMU WALL
REINF.
8" DEEP MIN. BOND
BEAM W// (1) #5 CONT.
GROUT ALL CMU
CELLS ABOVE OF TOP
OF BOND BEAM SOLID
6x4x5/16x(0'-6") ANGLE, LLV, STAGGER AT 32" O.C.
PLACE ANGLE TIGHT TO
WALL, WELD TO BEAM.
NOTE: INCREASE ANGLE
HORIZONTAL LEG TO 6" OR
8" TO ACCOMMODATE
WALLS OFFSET FROM
BEAMS AS REQ'D.
SCHEDULED. WALL REINF.
1/
2" M
IN
3" M
A X
COMPRESSIBLE
FILL MATERIAL
IF NO BEAMS FRAME
PERPENDICULAR TO BEAM
SHOWN, ADD 3x3x3/8
ANGLE KICKERS AT 6'-0"
O.C. MAX. TO BRACE BEAM
BOTTOM FLANGE
BEAM
DO NOT USE THIS DETAIL
AT BAR JOIST FRAMING. AT
BEAMS FRAMING OPPOSITE
ATTACH CHANNEL ACROSS
3 (MIN.) BEAM BOTTOM
FLANGES AND WELD 6x4
ANGLES TO CHANNEL,
SIMILAR TO DETAIL A
8" DEEP BOND BM
(MIN.) REINF W/ #5
CONT. FILL CELLS W/
3000 PSI CONCRETE
ALLOW 3" CLEAR.
FOR DEFLECTION
AT BOTTOM. CHORD
AND DIAGONALS
SCHEDULED. CMU WALL
REINF.
3"
M
IN
1/ 2"
M A
X
6x4x5/16 ANGLE (LLV)
BETWEEN JOIST TOP
CHORDS, EACH SIDE OF
WALL. PLACE TIGHT TO
CMU AND WELD TO JOIST
TOP CHORD, TYP. JOIST OR BEAM
JOIST OR BEAM
DETAIL A
ALLOW 3" CLEAR.
FOR DEFLECTION
@ BRIDGING
BRIDGING TO
PASS THROUGH
NEW CMU WALL
8" DEEP BOND BM
(MIN) REINF. W/ #5
CONT. FILL CELLS W/
3000 PSI CONCRETE
COMPRESSIBLE
FILL MATERIAL
COMPRESSIBLE
FILL MATERIAL
ROOF OR
FLOOR DECK
C6x8.2 TOED UP @ 4'-6"
O.C. WELD TO JOIST 12"
MAX. FROM ENDS AND
CORNERS OF WALL
6x4x5/16 CONT. ANGLE
(LLV) @ CHANNEL, EACH
SIDE OF WALL, PLACE
TIGHT TO CMU, WELD
TO CHANNEL
SCHEDULED.
VERTICAL.
WALL REINF.
3" M
IN
1/
2" M
A X
DETAIL B
DETAIL C DETAIL D
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
A R
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GC102
PARTITION TYPES
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
GENERAL NOTES - PARTITIONS
GENERAL NOTES - PARTITION SCHEDULE
TYPICAL INTERIOR MASONRY WALL DETAILS
Revisions: Date: Page 7 of 43
SCALE: 1/4"=1'-0"
5'-0" MIN
ACCESSIBLE
URINAL
HEIGHT
STANDARD
URINAL
HEIGHT
ACCESSIBLE
LAVATORY
CLEARANCES
LAV BOWL SHALL NOT EXCEED 6
1/2" DEEP
CLEAR FLOOR SPACE
ACCESSIBLE
TOILET
CLEARANCES
ADA
305.3
ACCESSIBLE /
AMBULATORY TOILET
HEIGHT
STANDARD TOILET HEIGHT ACCESSIBLE
TOILET LOCATION
AMBULATORY
TOILET LOCATION
ACCESSIBLE CLEARANCES & FIXTURE INSTALLATION LOCATIONS
M A
X
MIN
2' - 6"
" 8"
M A
X
M
IN
CLEARANCE
17" MIN TOE
CLEARANCE
11" MIN KNEE
T
O R
IM
T
O R
IM
M
IN
60" MIN
CLEAR FLOOR
SPACE
T
O P
O F
S E
A T
R
IM 1
T
O P
O F
S E
A T
R
IM
5' - 0"
SOAP DISPENSER
BOBRICK B-6897 x 18
42" GRAB BAR
36" GRAB BAR
TOILET TISSUE DISPENSER
SANITARY NAPKIN DISPOSAL
18" GRAB BAR
BOBRICK B-6897 x 36
BOBRICK B-6897 x 42
DESCRIPTION MANUFACTURER / MODEL NUMBERSYM REMARKS
TOILET ACCESSORY NOTES:
1. GC TO PROVIDE AND INSTALL ALL TOILET ACCESSORIES UNLESS NOTED OTHERWISE.
2. CONTRACTOR SHALL VERIFY THAT ALL FIXTURES, PIPES, AND ACCESSORIES DESIGNATED FOR ACCESSIBLE USE CAN BE INSTALLED WITHIN THE BELOW CLEARANCE REQUIREMENTS PRIOR TO INSTALLATION.
DESCRIPTIONSYM REMARKS
TOILET ACCESSORY SCHEDULE
MIRROR BOBRICK B-2931836
ACCESSIBLE TOILET STATIONSTANDARD TOILET STATION
*BOTTOM EDGE OF REFLECTING SURFACE
TYP MIRROR NOTE: CENTERED ON FIXTURE OR WASH STATION
UNLESS NOTED OTHERWISE
ACCESSIBLE TOILET STATION
MIN 1 1/2" CLEARANCE BETWEEN
GRAB BARS AND ALL WALLS,
FIXTURES, ACCESSORIES TYP.
BOBRICK B-2583 CONCEALED
ANCHOR PLATES
DETAILS / MOUNTING HEIGHT
LAVATORY, SINK OR
COUNTERTOP
CL CL
NOTE: SEE DETAILS BELOW FOR FIXTURE
CLEARANCES / HEIGHTS
* TOP OF BAR
** BOTTOM OF THE BAR
CL
A1
A2
A3
B
C
Q
G
A1
A3
B C
B C
Q
A1
A3
A2
A2
CL
8"
1' - 0"
1' - 0" MAX
3' - 6"
8" 1' - 0"
CL CL
54" MIN
39" - 41"
1' - 0" MIN
1' - 6"
PROVIDED BY VA, INSTALLED BY GC
SEAT COVER DISPENSERD
ADA WATERCLOSETE1
WALL-HUNG LAVATORY SEE PLUMBING DRAWINGSF
M A
X
M A
X F
PAPER TOWEL DISPENSER
**TO HIGHEST OPERABLE COMPONENT.
V
1' - 6"
PAPER TOWEL DISPENSERV
PROVIDED BY VA, INSTALLED BY GC
PROVIDED BY VA, INSTALLED BY GC
PROVIDED BY VA, INSTALLED BY GC
PROVIDED BY VA, INSTALLED BY GC
SEE PLUMBING DRAWINGS
KNEE CLEARANCE PER
SECTION 306 ADA-ABA AG
BABY CHANGING STATIONR KOALA KARE KB200-01SS
H DOUBLE COAT HOOK BOBRICK B-7672
I SINK SHROUD TRUEBRO #2018SLSS3003
I
FIRE EXTINGUISHER
CABINET
WALL BASE
FINISHED FLOOR
RO
1' - 1"
/4
FIRE EXTINGUISHER CABINET:
- INSIDE BOX DIMENSIONS: 27"H X 12"W X 8"D.
- FULL PANEL WITH CLEAR ACRYLIC GLAZING.
- STAINLESS STEEL TRIM AND DOOR MATERIAL.
FIRE EXTINGUISHER
CABINET
5/8" GWB ON 3 5/8"
METAL STUDS, TYPICAL
PLAN
ELEVATION
FULL PANEL WITH CLEAR
ACRYLIC GLAZING
GWB
#10 x 1-1/2" PH PAN HD S.M.S.
AF-6 PLASTIC ANCHOR 16" O.C. MAX.
ALUMINUM
RETAINER
RIGID WALL PROTECTION
COVER. BASIS OF DESIGN:
ACROVYN 4000 COVER OR
ACROVYN CHAMELEON
COVER
RC-10 CUSHION MIN. 20 GA. STEEL STUD AND
VERTICAL/HORIZONTAL STRAPPING
6"
MASONRY PARTITION, SEE
FLOOR PLAN FOR PARTITION
TYPE
INSULATED PIPE OR
DUCT
6"
6"6"
3/4" [19mm] APPROVED
FIRESTOP INSULATION
WITH VAPOR BARRIER
INTERIOR WALL SYSTEM, SEE
FLOOR PLAN FOR PARTITION
TYPE
PARTITION SUPPORT, SEE
PARTITION TYPES
PARTITION OR CHASE PENETRATION
NOTE:
APPLICABLE TO PENETRATIONS OF ALL FIRE RATED MEMBRANES IN ACCORDANCE
WITH NFPA 101. REFER TO SPECIFICATIONS SECTION 07 84 00, FIRE STOPPING
SYSTEMS.
INSULATED PIPE OR
DUCT
PIPE SLEEVE WHERE
SPECIFIED
FLOOR SYSTEM
WELD
1/4" [6.4mm]∅ ANCHOR ROD FOR NEW
CONSTRUCTION
FIRESTOP MATERIAL
FLOOR OR DECK PENETRATION
3/4" [19mm] APPROVED
FIRESTOP INSULATION
WITH VAPOR BARRIER
FACE OF GWB
PARTITION
1 1/2"1 1/4"
MANUFACTURER'S CONCEALED
MOUNTING PLATE
MANUFACTURER'S MOUNTING
FLANGE
STAINLESS STEEL GRAB BAR
IN-WALL SHEET
METAL BLOCKING
MIN. 20 GA. STEEL STUD
AND VERTICAL/HORIZONTAL
STRAPPING
FIRE-RETARDANT-TREATED WOOD BLOCKING
NOTE: METAL STRAPPING TO BE FASTENED (1) STUD BEYOND LOCATIONS NEEDED
TYPICAL METAL STUD
TOP OF FINISHED FLOOR
FLOOR MOUNTED STUD TRACK
METAL STRAPPING @ HANDRAIL & GRAB
BAR HEIGHTS - REFER TO PLANS &
ELEVATIONS FOR LOCATIONS
METAL STRAPPING @ BASE CABINETS
HEIGHTS - REFER TO PLANS &
ELEVATIONS FOR LOCATIONS
METAL STRAPPING @ 30" WALL CABINET
HEIGHTS - REFER TO PLANS &
ELEVATIONS FOR LOCATIONS
METAL STRAPPING @ 24" WALL CABINET
HEIGHTS - REFER TO PLANS &
ELEVATIONS FOR LOCATIONS
METAL STRAPPING @ WALL CABINETS &
PHYSIOLOGICAL MONITOR HEIGHTS -
REFER TO PLANS & ELEVATIONS FOR
LOCATIONS
METAL STUD
CONTINUOUS 6" X 16 GAUGE TRACK
RUNNER. CUT & FLATTENED FLANGE
AS INDICATED & SECURE TO A
MINIMUM OF (2) STUDS
4-10 TEK SCREWS AT EACH STUD
NOTE: FOR 4" X 6" GAUGE TRACK USED FOR ANCHOR
STRIPS, USE 3-10 TEK SCREWS AT EACH STUD
HANDRAIL CAP
GWB PARTITION
MOUNTING STAND-OFF. THIS ITEM IS CUSTOM ORDERED
TO ACHIEVE THE REQUIRED CLEARANCE.
BOTTOM CHANNEL
BUTTON CAP TO CONCEAL
MOUNTING HARDWARE
/8
/8
MIN. 20 GA. STEEL STUD AND
VERTICAL/HORIZONTAL STRAPPING
ROUND HEAD BOLT W/ TOGGLE AND LOCK WASHER,
SPACED PER MANUFACTURER RECOMMENDATIONS
HAND RAIL FASCIA
MIN. CLEAR
2 1/4"
MAX.
1 1/2"
RIGID WALL PROTECTION WITH TRIM CAP- REFER TO
ELEVATIONS AND FINISH PLANS FOR INFORMATION
ALIGN
T O
P O
F H
A N
D R
A
IL
'-0
A .F
.F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
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GC103
STANDARDS & TYPICAL DETAILS
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
3/4" = 1'-0"3
FIRE EXTINGUISHER CABINET
6" = 1'-0"1
DETAIL - CRASH RAIL / WALL BUMPER SECTION
1 1/2" = 1'-0"4
TYPICAL PIPE/DUCT PENETRATION OF SMOKE/FIRE BARRIERS
6" = 1'-0"5
DETAIL - ADA GRAB BAR CONNECTION
1" = 1'-0"6
DETAIL - TYPICAL BLOCKING EXTENTS
6" = 1'-0"2
DETAIL - HANDRAIL
Revisions: Date: Page 8 of 43
UP
A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE REMOVAL AND DISPOSAL OF ASBESTOS-CONTAINING MATERIALS AS NOTED INCLUDING THE REMOVAL OF ALL NON ASBESTOS-CONTAINING MATERIALS SUCH AS VINYL AND CERAMIC FLOORING, AND ANY DEMOLITION, REMOVAL AND DISPOSAL NECESSARY TO EXPOSE ASBESTOS CONTAINING MATERIALS AND DEBRIS INCLUDING ALL REQUIRED PREPARATION, CLEANING, ENCAPSULATION AND DECONTAMINATION IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS AND THE PROJECT PLANS AND SPECIFICATIONS.
B. CONCEALED ACM (PIPE INSULATION) MAY EXIST WITHIN WALLS, CHASES, AND ABOVE RIGID CEILINGS, COORDINATE ACCESS WITH THE GENERAL CONTRACTOR IF
EXPLORATORY DEMOLITION IS REQUIRED.
C. IF SUSPECTED ASBESTOS OR HAZARDOUS MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY, AND NOTIFY
THE OWNER/ARCHITECT IN WRITING, PRIOR TO CONTINUING WORK.
D. INSTALL CRITICAL BARRIERS AND WARNING SIGNS TO ESTABLISH ABATEMENT WORK AREAS PRIOR TO THE START OF REMOVAL AND DISPOSAL OF HAZARDOUS
MATERIALS PER THE PROJECT SPECIFICATIONS.
E. INSTALL NEGATIVE AIR MACHINE FOR LOCAL EXHAUST VENTILATION BASED ON SITE CONDITIONS, BEST PRACTICES, AND SPECIFICATIONS. GC TO PROVIDE THE REQUIRED NUMBER OF HIGH EFFICIENCY PARTICULATE AIR-EQUIPPED (HEPA) FILTRATION MACHINE RATED AT 95% CAPTURE OF 0.3 MICRONS INCLUDING POLLEN, MOLD SPORES AND DUST PARTICLES FOR ALL AREAS OF ABATEMENT. CONFIGURE AND PLACE NEGATIVE AIR MACHINES AS NEEDED TO MAXIMIZE AIR MOVEMENT AND TO ACHIEVE FOUR (4) AIR CHANGES PER HOUR. COORDINATE NEGATIVE AIR DISCHARGE LOCATIONS TO EXHAUST OUTSIDE OF BUILDING.
F. INSTALL FULL CONTAINMENT INCLUDING THREE STAGE PERSONAL DECONTAMINATION UNIT.
G. FOR MATERIALS REPORTED TO CONTAIN <1% ASBESTOS, FOLLOW OSHA REQUIREMENTS FOR MATERIALS WITH 1% OR LESS ASBESTOS, INCLUDING WET HANDLING, CLEAN UP, DISPOSAL IN LEAK TIGHT CONTAINERS, AND AN EXPOSURE ASSESSMENT.
H. AN ASBESTOS SURVEY REPORT FOR THE ENTIRE AREA IS INCLUDED IN THE SPECIFICATIONS.
I. PERFORM ALL WORK IN ACCORDANCE WITH THE PHASING PLANS AS OUTLINED WITHIN THE PROJECT.
102B
102A
102C
PSAS Service
Prosthetic Fitting Room
Orthotic Fitting Room
Prosthetic & Orthotic Lab
102D
1304 SF
525 SF
568 SF
136 SF
INCLUDED IN A102 SF
INCLUDED IN A102 SF
INCLUDED IN A102 SF
576 SF
344 SF
618 SF
368 SF
408 SF
632 SF
464 SF
760 SF
288 SF
352 SF
Telephone Operator Suite
GENERAL AREA OF
WORK
N
PROJECT
NORTH
A
B
C
P Q R S
STORAGE
A-101A
ORTHOTIC LAB
A-103D
ORTHOTIC LAB
A-103E
PROSTHETIC &
ORTHOTIC LAB
A-103C
ORTHOTIC
STORAGE
A-103F
RECEPTION
A-103C
MEN'S
A-103B
MAIN
WASTE
A-103G
MECH. RM.
A-103J
PROSTHETIC
FITTING ROOM
A-103
ELECTRIC
A-E-102
ELEC.
CLOSET
A-E-102D
STAIR
A-S7
TELEPHONE
OPERATOR SUITE
A-102C TELEPHONE OPERATOR
SUITE A-102D
TOILET
A-102D
CHIEF
PROSTHETICS
PROS.
A-102A
ASST.
CHIEF
A-102B
ORTHOTIC
FITTING
ROOM
A-103A
CORRIDOR
A-114
PROS.
SVC
A-102E
PROS.
SVC
A-102F
PROS.
SVC
A-102G
PSAS SERVICE
A-102
MECH.
A-102H
TELEPHONE
EQUIPMENT
A-101C
VESTIBULE
A-101B
PROSTHETIC &
ORTHOTIC LAB
A-103C
1 1
2 2
DECONTAMINATION
UNIT
MEN'S
TOILET
A-103B
SCOPE OF ABATEMENT WORK. REFER TO NOTES AND SUMMARY OF
MATERIALS FOR ADDITIONAL INFORMATION
THREE (3) STAGE PERSONAL DECONTAMINATION UNIT. INSTALL AT
CONTAINMENT WORK AREAS AS REQUIRED. APPROXIMATE LOCATION
SHOWN. CONTRACTOR TO COORDINATE WITH COR ON FINAL LOCATION
CLEAN ROOM
SHOWER ROOM
EQUIPMENT / DIRTY ROOM
AREA OF WORK GENERALLY NOT INCLUDED IN CONTRACT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
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HA101
A LEVEL ASBESTOS ABATEMENT PLANS
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
ABATEMENT - GENERAL NOTES
A LEVEL KEY PLAN
1/8" = 1'-0"1
ABATEMENT PLAN
ABATEMENT LEGEND
ABATEMENT KEY NOTES
NUMBER DESCRIPTION
1 REMOVE FLOOR TILE AND MASTIC. ESTABLISH FULL CONTAINMENT WITH NEGATIVE PRESSURE EXHAUST TO REMOVE ASBESTOS FLOORING AND MASTIC IN ACCORDANCE WITH THE SPECIFICATIONS, ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, AND THE APPROVED HAZARD ABATEMENT PLAN
2 REMOVE PIPE INSULATION. ESTABLISH FULL CONTAINMENT WITH NEGATIVE PRESSURE EXHAUST TO REMOVE PIPE INSULATION USING THE GLOVEBAG ABATEMENT METHODS IN ACCORDANCE WITH THE SPECIFICATIONS, ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, AND THE APPROVED HAZARD ABATEMENT PLAN
3 APPROXIMATE LOCATION OF PIPING WITH ASBESTOS INSULATION TO BE ABATED AND REMOVED. REFER TO
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION
1/8" = 1'-0"
0' 8'4' 16'2'
SUMMARY OF MATERIALS TO BE ABATED
DESCRIPTION CATEGORY QUANTITY
PIPE INSULATION FRIABLE APPROXIMATELY 120 LF
MASTIC FLOORING ADHESIVE NON-FRIABLE APPROXIMATELY 5,750 SF
Revisions: Date: Page 9 of 43
M P
T
ZM
P T
Z
UP
GENERAL AREA OF
WORK
N
PROJECT
NORTH
A
B
C
A B
C
A B
A BA B
A B
A B
A B
A B
A B
A B
A B
B
A
A B
A B
A B A B
A B
A B
A B
A
OFFICE TELEPHONE
SWITCH
A-101A
LAB
A-103D
LAB
A-103E
ORTHOTICS
STORAGE
A-103F
RECEPTION
A-103C
TOILET
A-103B
MAIN
WASTE
A-103G
MECH. RM.
A-103J
PROSTHETIC
FITTING ROOM
A-103
ELECTRIC
A-E-102
ELEC.
CLOSET
A-E-102D
STAIR
A-S7
TELEPHONE OPERATOR
SUITE
A-102C
TOILET
A-102D
CHIEF
PROSTHETICS
PROS.
A-102A
ASST. CHIEF
A-102B
ORTHOTIC
FITTING ROOM
A-103A
CORRIDOR
A-114
PROS.
SVC
A-102E
PROS.
SVC
A-102F
PROS.
SVC
A-102G
PSAS SERVICE
A-102
MECH.
A-102H
TELEPHONE
EQUIPMENT
A-101C
VESTIBULE
A-101B
MEN'S TOILET
A-103B
MECHANICAL
CLOSET
TELEPHONE
OPERATOR SUITE
A-102D
PROSTHETIC &
ORTHOTIC LAB
A-103C
PROSTHETIC &
ORTHOTICS
LAB
A-103C
A B
D
E
E E
E
E
B
B
A
EXISTING CONSTRUCTION TO REMAIN. PATCH AS
REQUIRED BY THE SPECIFICATIONS WITHIN THE
CONTRACT AREA.
EXISTING WALL CONSTRUCTION SHOWN HATCHED TO BE
DEMOLISHED AND REMOVED IN ITS ENTIRETY. ALL WALLS
ARE ASSUMED TO BE OF MASONRY CONSTRUCTION.
EXISTING DOOR, HARDWARE AND HOLLOW METAL FRAME
SHOWN AS HATCHED TO BE REMOVED IN ITS ENTIRETY
PORTION OF EXISTING WALL TO BE REMOVED. PROVIDE NEW
STRUCTURAL LINTEL AS REQUIRED.
EXISTING COLUMN ENCLOSURE TO BE REMOVED, UNLESS
OTHERWISE NOTED.
EXISTING WALL MOUNTED SINK TO BE REMOVED.
EXISTING LAVATORY TO BE REMOVED.
EXISTING WATER CLOSET TO BE REMOVED
AREA OF WORK GENERALLY NOT INCLUDED IN CONTRACT
EXISTING CONSTRUCTION TO REMAIN. PATCH AS
REQUIRED BY THE SPECIFICATIONS WITHIN THE
CONTRACT AREA.
EXISTING DOOR, HARDWARE AND HOLLOW METAL FRAME
SHOWN AS HATCHED TO BE REMOVED IN ITS ENTIRETY
EXISTING URINAL TO BE REMOVED
EXISTING ACOUSTICAL CEILING TILE SYSTEM TO BE
REMOVED
EXISTING LIGHT FIXTURE(S) TO BE REMOVED
EXISTING MECHANICAL GRILLES TO BE REMOVED.
GC TO MODIFY MECHANICAL SYSTEM AS REQUIRED.
SPRINKLER HEAD: MODIFY EXISTING FIRE
PROTECTION SYSTEM AS REQUIRED FOR NEW
WORK. SEE FIRE PROTECTION DRAWINGS.
EXISTING GYP. BOARD SOFFIT TO BE REMOVED
CAMERA TO BE REMOVEDM PTZ
EXIT SIGN TO BE REMOVED
EMERGENCY LIGHT TO BE REMOVED
EXISTING OVERHEAD CABINET TO BE REMOVED
AREA OF WORK GENERALLY NOT INCLUDED IN CONTRACT.
EXISTING CEILING MOUNTED WIRELESS ACCESS
POINT TO BE REMOVED
OFFICE
TELEPHONE
SWITCH
A-101A
ORTHOTIC LAB
A-103D
ORTHOTIC LAB
A-103E
ORTHOTIC
STORAGE
A-103F
RECEPTION
A-103C
TOILET
A-103B
MAIN
WASTE
A-103G
MECH. RM.
A-103J
PROSTHETIC
FITTING ROOM
A-103 ELECTRIC
A-E-102
ELEC.
CLOSET
A-E-102D
STAIR
A-S7
TELEPHONE OPERATOR
SUITE
A-102C
TOILET
A-102DCHIEF
PROSTHETICS
PROS.
A-102E
ASST.
CHIEF
A-102B
ORTHOTIC
FITTING ROOM
A-103A
CORRIDOR
A-114
PROS.
SVC
A-102E
PROS.
SVC
A-102F
PROS.
SVC
A-102G
PSAS SERVICE
A-102
MECH.
A-102H
TELEPHONE
EQUIPMENT
A-101C
VESTIBULE
A-101BMEN'S TOILET
A-103B
CLOSET
1 1
2 5
TELEPHONE OPERATOR
SUITE
A-102D
PROSTHETIC &
ORTHOTIC LAB
A-103C
PROSTHETIC &
ORTHOTIC LAB
A-103C
REFER TO 'GI401' FOR EXISTING CONDITION PHOTOS FOR FURTHER CLARIFICATION ON
CERTAIN CONDITIONS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
A R
C
M
-0
-2 a k a n u s k yV
B N
S Y
.r v t
/1
/2
:3 :3
P
M
AD101
A LEVEL - FLOOR & REFLECTED CEILING PLANS -
DEMOLITION
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
A LEVEL KEY PLAN
1/8" = 1'-0"1
REFLECTED CEILING PLAN - DEMOLITION
DEMOLITION LEGEND - FLOOR PLAN DEMOLITION LEGEND - RCP
Architectural Demolition - Finishes
Room Number Room Name Base Finish Floor Finish Wall Finish Ceiling Finish Specialty Comments
A-101A OFFICE TELEPHONE
SWITCH
VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-102 PSAS SERVICE VINYL WALL BASE VINYL FLOOR TILE
AND BROADLOOM
CARPET
PAINT ACOUSTIC TILE AND GRID,
GWB SOFFIT
STAINLESS STEEL
CORNER GUARDS
A-102B ASSISTANT CHIEF VINYL WALL BASE BROADLOOM CARPET PAINT ACOUSTIC TILE AND GRID, GWB SOFFIT
N/A
A-102C TELEPHONE OPERATOR
SUITE
VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-102D TELEPHONE OPERATOR
SUITE
VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-102D TOILET VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-102E CHEIF PROSTHETICS
PROS.
VINYL WALL BASE BROADLOOM CARPET PAINT ACOUSTIC TILE AND GRID N/A
A-102E PROSCTHETIC SERVICE VINYL WALL BASE BROADLOOM CARPET SYSTEMS
FURNITURE PANELS
AND PAINT
ACOUSTIC TILE AND GRID SYSTEMS FURNITURE
COMPONENTS
A-102F PROSCTHETIC SERVICE VINYL WALL BASE BROADLOOM CARPET SYSTEMS
FURNITURE PANELS
AND PAINT
ACOUSTIC TILE AND GRID SYSTEMS FURNITURE
COMPONENTS
A-102G PROSTHETIC SERVICE VINYL WALL BASE VINYL FLOOR TILE SYSTEMS
FURNITURE PANELS
AND PAINT
ACOUSTIC TILE AND GRID SYSTEMS FURNITURE
COMPONENTS
A-102H MECH. CLOSET VINYL WALL BASE VINYL FLOOR TILE PAINT NONE N/A EXISTING CEILING CONDITION IS
OPEN TO ABOVE
A-103 PROSTHETIC FITTING
ROOM
VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-103A ORTHOTIC FITTING ROOM VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID WINDOW BLINDS WINDOWS SILLS: EXISTING TO
REMAIN
A-103B TOILET VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-103B MEN'S TOILET VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-103C PROSTHETIC AND
ORTHOTIC LAB
VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID CUBICLE CURTAIN,
WINDOW BLINDS
WINDOWS SILLS: EXISTING TO
REMAIN
A-103C RECEPTION VINYL WALL BASE VINYL FLOOR TILE
AND RUBBER
WALK-OFF MAT
PAINT ACOUSTIC TILE AND GRID RECEPTION
WORKSURFACE AND
SUPPORTS AND WINDOW
BLINDS
A-103D ORTHOTIC LAB VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID METAL WALL CABINETS
AND WINDOW BLINDS
WINDOWS SILLS: EXISTING TO
REMAIN
A-103E ORTHOTIC LAB VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-103F ORTHOTIC STORAGE VINYL WALL BASE VINYL FLOOR TILE PAINT ACOUSTIC TILE AND GRID N/A
A-103G MAIN WASTE DEMO FLOOR
BASE AT NEW
DOOR LOCATION
EXISTING TO REMAIN EXISTING TO
REMAIN
EXISTING TO REMAIN N/A
A-103J MECH. ROOM DEMO FLOOR
BASE AT NEW
DOOR LOCATION
EXISTING TO REMAIN EXISTING TO
REMAIN
EXISTING TO REMAIN N/A
A-114 CORRIDOR VINYL WALL BASE LUXORY VINYL TILE
AND RUBBER
WALK-OFF MAT
PAINT ACOUSTIC TILE AND GRID,
GWB SOFFIT
HANDRAIL, CRASH RAIL,
SIGNAGE, CHAIR GUARD,
STAINLESS STEEL
CORNER GUARDS AND
WINDOW BLINDS
WINDOWS SILLS: EXISTING TO
REMAIN
A-E-10
ELECTRIC EXISTING TO
REMAIN
EXISTING TO REMAIN EXISTING TO
REMAIN
EXISTING TO REMAIN N/A
A-E-10 2D
ELEC. CLOSET DEMO FLOOR
BASE AT NEW
DOOR LOCATION
EXISTING TO REMAIN EXISTING TO
REMAIN
EXISTING TO REMAIN N/A EXISTING WALLS AR ENOT
FINISHED. EXISTING CEILING
CONDITION IS OPEN TO ABOVE
A-S7 STAIR VINYL WALL BASE BROADLOOM CARPET EXISTING TO
REMAIN
EXISTING TO REMAIN N/A
1/8" = 1'-0"2
DEMOLITION FLOOR PLAN
DEMOLITION KEY NOTES
NUMBER DESCRIPTION
1 REMOVE EXISTING FLOORING AND WALL BASE THROUGHOUT. REMOVE EXISTING WALLS/PARTITIONS AS NOTED IN PLAN. WHERE WALLS/PARTITIONS MEET A WALL OR EXISTING SURFACE TO REMAIN, CONTRACTOR SHALL CLEAN, SAND AND REPAIR SURFACE AS NECESSARY SO THAT THE REMOVAL IS
NOT APPARENT
2 REMOVE EXISTING CABINETRY AND COUNTERTOPS. PATCH, REPAIR, CLEAN AND PREP SURFACE TO BE SMOOTH AND READY TO RECEIVE NEW FINISH
3 PROVIDE NEW OPENING IN EXISTING WALL FOR NEW DOOR. PROVIDE TEMPORARY SHORING AS NECESSARY. PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR/WINDOW. WHERE AN OPENING IS CUT INTO EXISTING WALL SURFACE, ALL CUTS SHALL BE CLEAN, LEVEL AND ALL AFFECTED SURFACES SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT NEW OR EXISTING CONSTRUCTION
4 REMOVE ALL EXISTING MECHANICAL EQUIPMENT AND DUCTWORK THAT WILL NOT BE REUSED. REMOVAL TO INCLUDE BUT IS NOT LIMITED TO DUCTWORK, DIFFUSERS, RADIATORS, BASEBOARD UNITS, FANS AND ABANDONDED EQUIPMENT. CONTRACTOR SHALL COORDINATE EQUIPMENT
REMOVAL WITH MECHANICAL DRAWINGS
5 REMOVE EXISTING PLUMBING EQUIPMENT. REMOVAL SHALL INCLUDE BUT IS NOT LIMITED TO TOILETS, LAVATORIES, AND TOILET ACCESSORIES.
KITCHEN SINK AND DRAIN. REFERENCE MEP DRAWINGS. PATCH, REPAIR AND PREPARE TO EXISTING FLOORS AND WALLS NOT SCHEDULED FOR
DEMOLITION
6 REMOVE EXISTING HOLLOW METAL DOOR FRAME AND ASSOCIATED WALL COMPONENTS. PATCH EXISTING SOFFIT TO REMAIN
7 REMOVE EXISTING DOOR AND FRAMING AND PREP OPENING TO RECEIVE NEW DOOR AND FRAME. REFER TO NEW WORK PLANS FOR EXTENT
8 PROVIDE NEW OPENING IN EXISTING WALL. REFER TO NEW WORK PLANS FOR EXTENT. PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR/WINDOW. WHERE AN OPENING IS CUT INTO EXISTING WALL SURFACE, ALL CUTS SHALL BE CLEAN, LEVEL AND ALL AFFECTED SURFACES SHALL
BE REPAIRED AND FINISHED TO MATCH ADJACENT NEW OR EXISTING CONSTRUCTION
9 PROVIDE NEW OPENING IN EXSITING WALL FOR NEW FIRE EXTINGUISHER CABINET. REMOVE EXISTING CEILING AS REQUIRED WITHIN ADJACENT ROOM.
REFER TO NEW WORK PLANS FOR EXTENT. PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR/WINDOW. WHERE AN OPENING IS CUT INTO EXISTING WALL SURFACE, ALL CUTS SHALL BE CLEAN, LEVEL AND ALL AFFECTED SURFACES SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT
NEW OR EXISTING CONSTRUCTION
10 REMOVE AND/OR RELOCATE EXISTING ELECTRICAL AND LOW VOLTAGE EQUIPMENT AS REQUIRED. REFER TO MEP DRAWINGS FOR EXTENT OF
DEMOLITION AND NEW WORK
11 REMOVE EXISTING PARTIAL HEIGHT PARTITION SYSTEMS AND THEIR DOORS THROUGHOUT
12 EXISTING PIPING IS TO BE RELOCATED ABOVE THE NEW CEILING. REFER TO MEP DRAWINGS FOR EXTENT OF DEMOLITION AND NEW WORK
13 EXISTING HANDRAILS AND WALL BUMPERS TO BE REMOVED THROUGHOUT SCOPE OF WORK
14 REMOVE EXISTING DOOR AND FRAMING AND PREP OPENING TO BE INFILLED. INFILL OPENING IMMEDIATELY AFTER REMOVAL OF EXISTING DOOR AND
FRAME
15 EXISTING HANDRAIL, WALL BUMPERS AND WALL BASE ARE TO BE REMOVED ON WALLS NOTED AND WALLS ARE TO BE PREPPED TO RECEIVED NEW
HANDRAIL, WALL BUMPER AND WALL BASE TO MATCH NEW SCOPE OF WORK
NOTE: REFER TO HA101 FOR FURTHER INFORMATION ON FINISH/MATERIAL ABATEMENT LOCATIONS.
Revisions: Date:
GENERAL NOTE:
DEMOLITION RCP KEY NOTES
NUMBER DESCRIPTION
A REMOVE EXISTING CEILING. REMOVAL SHALL BE, BUT NOT LIMITED TO GWB, CEILING TILES, CEILING GRID AND ASSOCIATED CURTAIN TRACK, METAL FASTENERS, TIE RODS, AND SUSPENDED SIGNAGE. TEMPORARILY SUPPORT EXISTING DEVICES TO REMAIN FOR INSTALLATION OF NEW CEILINGS.
REFER TO MEP DRAWINGS FOR MORE INFORMATION
B REMOVE ALL EXISTING MECHANICAL EQUIPMENT AND DUCTWORK THAT WILL NOT BE REUSED. REMOVAL TO INCLUDE BUT IS NOT LIMITED TO DUCTWORK, DIFFUSERS, RADIATORS, BASEBOARD UNITS, FANS AND ABANDONDED EQUIPMENT. CONTRACTOR SHALL COORDINATE EQUIPMENT
REMOVAL WITH MECH
C EXISTING CEILING SYSTEM TO REMAIN
D REMOVE EXISTING HOLLOW METAL DOOR FRAME AND ASSOCIATED WALL COMPONENTS. PATCH EXISTING SOFFIT TO REMAIN
E NO CEILING WORK
X
UP
EXISTING CONSTRUCTION TO REMAIN. PATCH AS REQUIRED FOR
NEW FINISHES IF INDICATED ON FINISH SCHEDULE.
NEW CONSTRUCTION
NEW CONSTRUCTION - 8" CMU WALLS
AREA OF WORK GENERALLY NOT INCLUDED IN CONTRACT
NEW WALL MOUNTED LAVATORY
NEW WATER CLOSET
NEW COUNTER MOUNTED SINK
NEW WALL MOUNTED SERVICE SINK
NEW EYE WASH
NEW CASEWORK/ MILLWORK
FE WALL MOUNTED FIRE EXTINGUISHER
GENERAL AREA OF
WORK
A
B
A
B
N
P N
A
B
C
A
C
A
C
AREA A
AREA B
AREA A
AREA B MATCH LINE
STORAGE
A-707
RECEPTION
A-701
SHOE FITTING
A-706
EXAM
A-705
EXAM
A-704
W/C REPAIR
A-703
CORRIDOR
A-700B
TOILET ROOM
A-103
CORRIDOR
A-700A
S411
S
N
X F/F
X
X
X434
X F/F
AE203 1
AE201
VESTIBULE
A-101B
AE20210 9
AE204 7
S
R1 1' - 8 1/2" 12' - 8"
9' - 9 1/2"2' - 8 1/2"7' - 10"2' - 0"
/4
/4
/4
6' - 1"
1' - 11 1/2"
/4
12' - 11"
HOLD
2'-1 1/2"
/2
/8
11' - 2 1/2"
2' - 2 1/2"4
FEC
HW-2H
HW-1F
HW-1F
HW-3E-A
HW-3E-B
HW-1F
H W
-0 3-
A
H W
-0
H W
-3 E
-B
HW-5D
A2
A2
HW-5G
2' - 3"
H O
L D
H O
L D
/4
CG-1
CG-2
R1
A1
R1 R1
A1
A1 A2
A2
A2
A1
R1
A1
A2
A2
A2
A1
A2
A2 A1
A2
A1
A1
A1
A1
A2
A2
A2
AE2044
AE204
CLOSET
A-702
CG-1
CG-1 CG-1
CG-2CG-2
CG-2CG-2
CG-2
CG-2
CG-2 CG-2
CG-2
CG-2
CG-2
CG-2
CG-1
CG-1
CG-1
CG-2
CG-2
CG-2
CG-1
CG-1
CG-1
CG-1
CG-2
CG-2
/4
CG-2
CG-2
4' - 0"
6 1/2"
CG-2
CG-2
AE201
/4
/8
/8
7' - 4 3/8"10' - 9 5/8"
CG-2A
LI
G N
/4
/2
AE201
AE203
4 4
AE2044
6' - 1"
SIM.
S
CG-2
CG-2
AE2046
S
1-HR
RATED
A1
CG-1
WAITING
A-700
AE202
2' - 1"
R 2"
W1
W1
W1
W1
W2
OFFICE
A-714
OFFICE
A-713
LABORATORY
A-715
OPEN OFFICE
A-700E
TOILET
A-709
OFFICE
A-712
STORAGE
A-711
MECHANICAL ROOM
A-716
13' - 1 3/4"
16' - 0"
/4
13' - 7 1/4" +/-
/8
S
C2
C2
C3
C3
C2
A1
A1
A2
A1
A1
A1
A1
A2
A1
A1
A1
A1
A2
A2
SN
SN
S T
S
S
S
S T
S T
C1
MECH. ROOM
A-103J
MAIN WASTE
A-103G
AREA A
AREA B
C2C2
ELECTRICAL
A-E-102
AREA A
AREA B MATCH LINE
1' - 8" 5' - 4" MO
SN
STAIR
A-S7
ELEC.
A-E-102D
AE2025 4
AE501
5' - 4 1/4"
/4
7' - 3"
R1
R2
R2
1' - 11 3/4" +/-
/2
AE501 3
FEC
A2
A2
HW-5F
HW-5G
HW-3E-B
HW-3E-B
HW-11C
H W
-1 1C
-M
H W
-3 E
-B
H W
-0
H W
-2 H
H W
-1 1C
-M
AE2041
CORRIDOR
A-700C
CORRIDOR
A-700D
/8
/4
CG-1
A2
A2
A2
A2
A2
CG-2CG-2CG-2CG-2
CG
CG
CG
CG-1
CG-1CG-1
CG-2
CG-1CG-1
CG-2
CG-2
CG
CG-2CG-2
CG-2
CG-2
CG-2CG-2CG-2
CG-2
E Q
U A
L E
Q U
A L
A
LI
G N
ALIGN
2' - 6"
CG-2
CG-2
CG-2
H O
L D
/2
C2
1' - 8" +/- 12' - 4" 2' - 0" +/- 7' - 9 1/4"
2' - 6"
6' - 5"2' - 8 1/2"
AE203
A
LI
G N
C2
C2
NOTE:
DIMENSIONS ARE FROM FACE
OF EXISTING CONSTRUCTION
TO FACE OF MASONRY OF
PARTITION.
25' - 1 5/8"
A
LI
G N
7' - 3"
EXTERIOR
EXTERIOR
FE
AE204
1-HR
RATED
1-HR
RATED
1-HR
RATED
1-HR
RATED
1-HR
RATED
1-HR
RATED1-HR
RATED
1-HR
RATED
U F
A1
/8
8' - 4 1/8"
A
LI
G N
/4
A
LI
G N
CG-2
CG-2
CG-2
CG-2
CG-2 CG-2
AE202
A. ALL PARTITIONS TO BE TYPE 'A1' UNLESS NOTED OTHERWISE. REFER TO GC401 FOR
PARTITION INFORMATION
B. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK. IF DRAWINGS CONFLICT WITH ACTUAL FIELD CONDITIONS,
CONTACT ARCHITECT PRIOR TO PROCEEDING WITH WORK
C. REFER TO LIFE SAFETY PLANS FOR RATED WALL LOCATIONS
D. REFER TO AQ-SERIES DRAWINGS FOR FURNITURE AND EQUIPMENT LOCATION COORDINATION
E. PROVIDE CONCEALED IN-WALL REINFORCING / BLOCKING FOR ATTACHMENT OF ALL
MILLWORK, CASEWORK, AND / OR ACCESSORIES AS REQUIRED
F. ALL DIMENSIONS ARE TO FACE STUD UNLESS NOTED OTHERWISE. VERIFY IN FIELD WITH
DESIGNER FINAL LOCATIONS OF ALL LIGHT SWITCHES, STROBES, FIRE EXTINGUISHER
CABINETS, FIRE ALARM PULLS AND OTHER DEVICES ON WALLS
G. REFER TO FINISH SCHEDULE IN 'AI' SERIES DRAWINGS FOR CORNER GUARD (CG-1 & CG-2)
TYPES
AREA A AREA A
AREA C AREA C
AE203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
A R
C
M
-0
-2 a k a n u s k yV
B N
S Y
.r v t
/1
/2
:3 :4
P
M
AE101
A LEVEL - FLOOR PLANS - NEW WORK
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
NEW FLOOR PLAN LEGEND
A LEVEL KEY PLAN
1/4" = 1'-0"1
FLOOR PLAN - AREA A - NEW WORK
1/4" = 1'-0"2
FLOOR PLAN - AREA B - NEW WORK
1/4" = 1'-0"
0' 4'2' 8'1'
NEW WORK PLAN KEY NOTES
NUMBER DESCRIPTION
1 CMU INFILL: TOOTH-IN INFILL CMU AND INFILL EXISTING MASONRY OPENING TO MATCH
EXISTING. PREP WALLS FOR NEW FINISHES. SEE FINISH SCHEDULE.
2 SILL OF FIRE SHUTTER DOOR TO BE MILLWORK. REFER TO DETAIL 8/GC301
3 DASHED LINES REPRESENT APPROXIMATE LOCATION OF ICRA PARTITIONS & DOORS
TO REMAIN DURING CONSTRUCTION. ONCE CONSTRUCTION HAS BEEN COMPLETED,
ICRA PARTITIONS & DOORS ARE TO BE REMOVED. PATCH, CLEAN & REPAIR AREA TO
MATCH NEW CONSTRUCTION AND FINISHES. REFERENCE DRAWING GI301 FOR
ADDITIONAL INFORMATION.
4 HANDRAIL AND BUMPER RAIL: SEE FINISH LEGEND & ELEVATIONS
5 WALL-MOUNTED COMPUTER STATION. SEE SPECIFICATIONS
6 MILLWORK: COAT ROAD AND SHELF. SEE ELEVATION
7 NEW STAINLESS STEEL TABLE AND WALL MOUNTED SHELVING. REFER TO EQUIPMENT
PLANS FOR INFORMATION
8 EMERGENCY EYEWASH STATION. SEE PLUMBING DRAWINGS
9 LOCATION OF EXISTING CHASE. CONTRACTOR TO REDUCE SIZE OF CHASE IF
POSSIBLE. EXTEND FINISHES/MILLWORK AS REQUIRED.
10 REMOVE EXISTING TRANSFER GRILLE ABOVE DOOR AND INFILL WALL WITH EXISTING
CONSTUCTION. PREP EXISTING WALLS FOR NEW FINISHES. SEE FINISH SCHEDULE.
11 EXISTING CONDUIT: RELOCATE/MODIFY AS REQUIRED FOR NEW OPENING. SEE PHOTOS
FOR EXTENT OF REQUIRED WORK.
12 NEW HOLLOW METAL FRAMED OPENING. SIZE TO BE BE 3'-0"W X 7'-0"H. VIF LOCATION
WITH EXISTING ELECTRICAL EQUIPMENT LOCATIONS. SEE DEMOLITION DRAWINGS.
13 EXISTING WALL MOUNTED EQUIPMENT. REFER TO EXISTING CONDITION PHOTOS ON
SHEET GI401
14 EXISTING FRAME IS TO REMAIN AND IS TO BE PAINTED TO MATCH NEW
Revisions: Date:
GENERAL FLOOR PLAN NOTES
1/4" = 1'-0"3
FLOOR PLAN - AREA C -
NEW WORK
S
S
S
S
S
S
S
S
S
2x2 ACOUSTICAL CEILING TILE SYSTEM
2x2 RECESSED LIGHT FIXTURE
RECESSED LINEAR FIXTURE-LENGTH VARIES REFER TO PLANS
4" X 48" PENDANT LIGHT FIXTURE
6"X6" RECESSED LIGHT FIXTURE
EXHAUST AIR GRILLE
SPRINKLER HEAD
SUPPLY AIR GRILLE
GYPSUM BOARD SOFFIT/CEILING
AREA OF WORK GENERALLY NOT INCLUDED IN CONTRACT.
RECESSED TAPELIGHT FIXTURE-LENGTH VARIES REFER TO PLANS
NOTE: COORDINATE WITH ENGINEERING DRAWINGS
S CEILING MOUNTED SPEAKER
CEILING MOUNTED SMOKE DETECTOR
1. ALL CEILINGS ARE 8’-0” AFF UNLESS NOTED OTHERWISE. SEE CEILING PLAN LEGEND FOR CEILING TYPES.
2. WHERE THE LIGHTS AND ACCESSORIES ARE SHOWN TO BE RECESSED IN CEILING TILES, THEY SHALL BE CENTERED OR EDGE ALIGNED IN THE CEILING TILES, AS INDICATED GRAPHICALLY, UNLESS NOTED
OTHERWISE.
3. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE DESCRIPTIONS AND ALL CEILING MOUNTED
ELECTRICAL DEVICES.
4. REFER TO MECHANICAL DRAWINGS FOR DIFFUSER DESCRIPTIONS AND ALL CEILING MOUNTED
MECHANICAL DEVICES.
5. REFER TO TECHNOLOGY DRAWINGS FOR IDENTIFICATION AND DESCRIPTION OF CEILING MOUNTED
TECHNOLOGY EQUIPMENT.
6. CEILING HEIGHT DIMENSIONS SHOWN ON REFLECTED CEILING PLAN AND DETAILS ARE FROM FINISH
FLOOR TO FINISH CEILING.
7. UNLESS NOTED OTHERWISE, LIGHT FIXTURES SHALL BE LOCATED AS SHOWN ON THE REFLECTED
CEILING PLANS.
8. WHERE LIGHT FIXTURES, DEVICES AND ACCESSORIES ARE SHOWN TO BE RECESSED IN CEILING TILES, THEY SHALL BE CENTERED IN THE CEILING TILES UNLESS NOTED OTHERWISE.
9. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. ACCESS PANELS LOCATED IN FINISHED AREAS SHALL BE PAINTED TO MATCH ADJACENT SURFACES. LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT
PRIOR TO PROCEEDING WITH THE INSTALLATION.
10. ALL GYPSUM. BOARD CEILINGS AND SOFFITS ARE TO BE PAINTED.
11. NO MECHANICAL EQUIPMENT IN THE CEILING CAVITY REQUIRING NORMAL MAINTENANCE SHALL BE INSTALLED ABOVE A GYPSUM. BOARD CEILING. NOTIFY ARCHITECT IF ANY SUCH ITEMS ARE INDICATED
ABOVE GYPSUM. BOARD CEILINGS.
12. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEILINGS SHALL BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1’-0” FROM WALL TO THE CENTER OF THE FIXTURE UNLESS NOTED
OTHERWISE. LOCATE EXIT SIGNS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
13. SOFFITS AND BULKHEADS SHALL BE LATERALLY BRACED TO RESIST HORIZONTAL MOVEMENT.
14. CONTRACTOR SHALL COORDINATE ALL TYPES OF FIXTURES WITH ELECTRICAL DRAWINGS. FIXTURES SHOWN ON ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY AND ARE INDICATED FOR LOCATION
ONLY.
15. PROVIDE AND INSTALL NEW LIGHT FIXTURES, SENSING AND OTHER DEVICES AS INDICATED: SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
16. PROVIDE AND INSTALL HVAC DIFFUSERS AND RETURN GRILLS AS INDICATED: SEE MECHANICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
17. PROVIDE AND INSTALL SPRINKLER HEAD LOCATIONS AS INDICATED: SEE FIRE PROTECTION DRAWINGS
FOR ADDITIONAL REQUIREMENTS.
GENERAL AREA OF
WORK
A
B
A
B
N
P N
A
B
C
A
C
A
C
P Q R S
MATCH
LINE
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
GWB
7' - 2"
AT-1
8' - 6"
AT-1
8' - 0"
EXAM
A-704
W/C REPAIR
A-703
CORRIDOR
A-700A
CORRIDOR
A-700B
STORAGE
A-707
EXAM
A-705
SHOE FITTING
A-706
RECEPTION
A-701
AT-1
8' - 0"
AE103
AE103
10"
TOILET ROOM
A-103
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
12'-0"
10'-0"
6'-0"
6'-0"
6'-0"
10'-0"
GC101
ALIGN
ALIGN
AE103
E Q
E Q
AT-1
8' - 0"
AT-1
8' - 0"
EXISTING
CEILING
NEW GWB
BULKHEAD
AE103
AE103
AE103
AE103
10'-0"
P Q R S
AE103
EX
EX
LABORATORY
A-715
MECHANICAL ROOM
A-716
OFFICE
A-714
OFFICE
A-713
OPEN OFFICE
A-700E
CORRIDOR
A-700D
OFFICE
A-712
STORAGE
A-711
TOILET
A-709
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
AT-1
8' - 0"
MATCH
LINE
AREA A
AREA B
4' -0
4' -0
4' -0
4'-0"
AT-1
8' - 0"
AE103
AE103
AE103
AE103
AT-1
8' - 0"
EQ EQ
E Q
E Q
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
ACELA
C
U se rs \a k a n u sk y \D o c u m e n ts
\5 -1
-1
P ro s th e ti cs
L a b V
A R
C
M
-0
-2 a k a n u s k yV
B N
S Y
.r v t
/1
/2
:3 :4
P
M
AE102
A LEVEL - REFLECTED CEILING PLANS - NEW WORK
6/18/2021 JLH
VA NEW JERSEY HEALTH CARE SYSTEM - EAST ORANGE CAMPUS
561-19-160UPGRADE PROSTHETICS LABFINAL BID DOCUMENTS
NEW RCP LEGEND
RCP GENERAL NOTES
A LEVEL KEY PLAN
1/4" = 1'-0"1
REFLECTED CEILING PLAN - NEW WORK - AREA A
1/4" = 1'-0"2
REFLECTED CEILING PLAN - NEW WORK - AREA B
1/8" = 1'-0"
0' 8'4' 16'2'
1/8" = 1'-0"
0' 8'4' 16'2'
REFLECTED CEILING PLAN KEY
NOTES
NUMBER DESCRIPTION
1 NO CEILING IN THIS AREA. OPEN TO STRUCTURE ABOVE
2 MODIFY EXISTING CEILING WITHIN…
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