Drawings 561-25-125 Replace Pumps for Chillers.pdf
PDF 6 MB Posted
- Solicitation number
- 36C24226B0006_1
About this file
These are design and construction drawings for a U.S. Department of Veterans Affairs (VA) project to replace pumps for chillers at the East Orange VA Medical Campus located at 385 Tremont Avenue in East Orange, New Jersey. The project number is 561-25-125 and involves replacing existing condenser water pumps (CWP-1, CWP-3) and chilled water pumps (CHP-1) with new pumps, along with associated Variable Frequency Drives (VFDs) and electrical modifications. The engineering work is being performed by Miller-Remick LLC, a Service-Disabled Veteran-Owned Small Business, with the project issued for bid and marked as fully sprinklered. The drawings include detailed mechanical and electrical plans for demolition, piping, power connections, and control systems, with specific notes about maintaining facility operations during construction and coordinating work with existing systems.
The technical scope includes removing existing vertical deep well condenser water pumps and chilled water pumps, installing new pumps with inertia bases, modifying electrical connections by splicing and extending existing power feeders to new wall-mounted VFDs, and bypassing existing pump starters in the Motor Control Center (MCC) so they function only as circuit breaker disconnecting means. The project requires careful coordination with facility personnel to minimize disruption, with specific instructions to schedule work during off-peak hours and ensure all systems remain operational. The design incorporates detailed flow diagrams, control sequences, and notes about integrating new equipment with the existing Building Automation System (BAS).
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
m C
A 0
" 0 m ti m
N
C
N
.c u m
'" ~ 0 E
N N
D tj- N co N I r---
I r---
"" " "D m L
-.c u L
0 -m Q_
E Q_
'" u Q_
'" Q'
E 0 Cl
'" '" .c 1/)
L u
I '" m .c [l_
;c E .a
1/)
C
'" L L u I
"D u
I F /" m
"' C
" 0 L
I tj-m L
.c u
'" "' C L m w N
I
"' "' tj-
I "' "' tj- [l_
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
NO. DESCRIPTION DATE
VA FORM 08-6231
' 3B5 Tremont Avenue
Veteraris Affairs P-'11 Medlta l Ci:!lltt!r ...
"LOCATION MAP" OR "SITE PLAN"
SCALE: NTS
CONSULTANT
2 3
4 5 6 7
REPLACE PUMPS FOR CHILLERS
DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 561-25-125
GIOOI
GI002
M-001
MD101
MP102
MP103
M-501
M-601 M-801
GENERAL
VA EAST ORANGE CAMPUS
385 TREMONT AVE
EAST ORANGE, NJ 07018
DRAWING INDEX
COVER SHEET & DRAWING INDEX E-001
E-002
ED101
ICRAPLAN AND CONSTRUCTION ACCESS PATHWAY -GROUND FLOOR
ELECTRICAL
ABBREVII\TIONS & SYMBOLS
ELECTRICAL NOTES
DEMOLITION PLAN
EP101 POWER PLAN
MECHANICAL
ABBREVL'\TIONS. NOTES AND SYMBOLS
DEMOLITION PLAN
PIPING PLAN & ELEVATION GROUND FLOOR
PIPING PLAN GROUND FLOOR
DETAILS
FLOW DII\GRAMS
CONTROLS FLOW DIAGRAMS
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEER Office of
Construction and Facilities Management
Drawing TiUe
COVERSHEET
Miller-Remick LLC ~ ..... ) M.E.P. & Structural Engineering rsavoss \ A SeNice Disabled Veteran Owned :-,_ J Small Business • •v•
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
MR PROJECT NO: 0499-0120
VA
U.S. Department of Veterans Affairs
Approved: Project Director
BUILDING KEY PLAN
SCALE: NTS
Phase
ISSUED FOR BID
FULLY SPRINKLERED
PLAN
NORTH
EB
ACTUAL
NORTH
D t:j ~~~~ -... %1
L
KEYPLAN
Project Title
EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
DD
D
D
0 0
0 0
0 0
0 0
PLAN
NORTH
EBTUAL
NORTH
Project Number
561-25-125 Building Number
Location I Drawing Number
VA EAST ORANGE CAMPUS _
Issue Date
2025-07-16
Checked
LM r;J GI001
A
B
C
D
E
F
.,. ~c.., jj ~o
A
C
= u w
"' -0
E s,- 'f!
D <.D N
"' N I r--- I r---
O> ,, w L u L 0 -w o_
E o_
"' u o_
"' De:
E N L?
/" -"' "' = V)
L u
I "' w = o_
0 --"E' .D
V)
C
"' L L u I
"D u
F I w O> C -,, L
D I s,-w L
"' -:c u
"' O> C L
0 -w w N
I a, a, -a-
"i D
I a, a, s,- (L
1 2 3 4 5 6
CONSTRUCTION PATH 4 5 6
A\------+~~~~~~~~~F~~~~~~(--t~~~~~~~~~~~~~~~~~~~~~--++-~A
B-136 I.V.
3TORAGE
OFFICE
B-134
B
STAIR5
B-S5
ELEC.CLO.
B-E-105
B-137A
PROCESS
STORES
STORAGE
LINEN
ROOM
B-1340
CLOSET
B-134A
CORRIDOR
B-133
CORRIDOR
B-137C
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER. CONSULTANT
NO. DESCRIPTION DATE
VA FORM 08-6231
1 2
' ' B ~rr-------r=--,::=---=;:r- 1 T B
C >--t-----,...--
E
WALK-IN
COOLER
B-12BA
F
WALK-IN
COOLER
B-128B
B-128C
WALK IN
REFRIG
I i
J
0 MECHANICAL
ROOM
B-128
, I k- - --- --- --- --- --- i - - --- --- --- --- - r~r
' ' J l J
I ' ' I - I
I - -
REFRIG
B-118
CORR.
B-117 r SUPERVISOR
FOOD
SERVICE
I w I
I I
-f--
' ' ( B-116 / B-114
GENERAL
STORAGE I
' MECHANICA L'
ROOM I B-128
I I w - I I I I I_ -
0 0
UTILITY
SHOP
B-119C
MECHANICAL
ROOM
B-128D
------~' '~~ C..,C99~=========,r'/ L__ ~------, ~
REFRIG
B-119 REFRIG
B-120
STORAGE
FOOD
SERVICE
B-115
STAIR6
Br__.-11,--------l)
FL:
7.__
I I I
ICRA,
CONSTRUCTION ACTIVITY "TYPE C"
RISK LEVEL "MEDIUM"
CLASS 0 111"
B-110
KITCHEN
n
CORR.-._____
B-113 \
II )< B-112 L/ SUPERVISOR
DIET.
OFFICE
I
B-111
CHIEF
DIETETICS
OFFICE
C
I 0 E
' F
I r
X ,. 1 ; I~~ ,i.l!-~_
.~ND CONSTRUCTION ACCESS PATHWAY - GROUND FLOOR
ENGINEER OF RECORD
Miller-Remick LLC E, ..... ) M.E.P. & structural Engineering lsrn,oss \ A Service Disabled Veteran Owned \ ../, Small Business • :v:
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
MR PROJECT NO: 0499-0120
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
Office of Construction and Facilities Management
VA U,S, Department of Veterans Affairs
B-401
IRM
CLOSET
Drawing Title
/I I
ICRA PLAN AND CONSTRUCTION
ACCESS PATHWAY
GROUND FLOOR
Approved: Project Director
CRAWL S
CRAWL S
I I
Phase
9 10
GENERAL SHEET NOTES:
1. WORK THIS DRAWING WITH SPECIFICATIONS 013526 AND THE INFECTION PREVENTION
AND CONTROL CONSTRUCTION/RENOVATION/MAINTENANCE PERMIT.
© SHEET KEYNOTES:
I. SEAL DOOR THAT LEADS TO KITCHEN FROM MECHANICAL ROOM B-128D
LEGEND:
VZZ/~/21
CONSTRUCTION PATH
PLASTIC BARRIER
CONSTRUCTION AREA
KEYPLAN
0 0
0 0
0 0
0 0
PLAN
NORTH
EBTUAL
NORTH
Project Tltle Project Number
561-25-125
ISSUED FOR BID
EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
Building Number
FULLY SPRINKLERED
ILocv~"EAST ORANGE CAMPUS I Drawing Number
Issue Date
2025-07-16
~F°I GI002
A
B
C
D
"' 0 ,Q C
A 0
II
.5
N
C
N
D
E
F
= u w
E
N m N D
"' N I r--
I r--m
" D
'" L w ·-= u
L
0 -o_
E o_ w u o_ w ct'.
= cn L w u
D D I
·" C = u w
I
CD
w
= o_
"" E _o en C w L L u I
D u
I m C
" 0 L
D I tj-
L w
= u w
"' C L w D N
D I m m tj-j;
D
I m m tj- D o_
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
NO. DESCRIPTION DATE
VA FORM 08-6231
MECHANICAL ABBREVIATIONS
(A) ABANDONED
A/E ARCHITECT/ENGINEER
ACC AIR COOLED CONDENSER
ACCH AIR COOLED CHILLER
ACCU AIR COOLED CONDENSING UNIT
ACU AIR CONDITIONING UNIT
AD ACCESS DOOR
AF AJFTER FILTER
AFF ABOVE FINISHED FLOOR
AFMO AIR FLOW MEASURING DEVICE
AHU AIR HANDLING UNIT
AMP AMPERAGE
AP ACCESS PANEL
APD AIR PRESSURE DROP
ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE
AS AIR SEPARATOR
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AV AUTOMATIC AIR VENT
B BOILER
BAS BUILDING AUTOMATION SYSTEM
BD SLOWDOWN
BOD BACKDRAFT DAMPER
BBR BASE BOARD RADLI\TOR
BFP BACKFLOW PREVENTER
BHP BRAKE HORSEPOWER
BOD BOTTOM OF DUCT
BOP BOTTOM OF PIPE
BTO BOTTOM TAKE-OFF
BTU BRITISH THERMAL UNIT
BTUH BRITISH THERMAL UNIT PER HOUR
cc COOLING COIL
CD CEILING DIFFUSER
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CU FT CUBIC FEET
CH CHILLER
CHP CHILLED WATER PUMP
CHR CHILLED WATER RETURN
CHS CHILLED WATER SUPPLY
Cl CAST IRON co CARBON MONOXIDE co CLIEAN OUT
CO:, CARBON DIOXIDE
COMP AIR COMPRESSOR
COR CONTRACTING OFFICER REPRESENTATIVE
COP COEFFICIENT OF PERFORMANCE
GP CONDENSATE PUMP
CSG CLIEAN STEAM GENERATOR
CT COOLING TOWER
cu CONDENSING UNIT
CUH CABINET UNIT HEATER
CV CONSTANT VOLUME
cw COLD WATER (POTABLE) cwcc CHILLED WATER COOLING COIL
CWR CONDENSING WATER RETURN
cws CONDENSING WATER SUPPLY
(D) DEMOLISH
Db DECIBELS
DB DRY-BULB TEMPERATURE
DDC DIRECT DIGITAL CONTROLS
DEG DEGREE
DIA DIAMETER
DP DEW POINT TEMPERATURE
DPS DIFFERENTIAL PRESSURE SENSOR
DX DIRECT EXPANSION
DXCC DIRECT EXPANSION COOLING COIL
(E) EXISTING
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EAV EXHAUST AIR VALVE
ECC ENGINEERING CONTROL CENTER
ECM ELECTRICALLY COMMUTATED MOTOR
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
EG EXHAUST GRILILE
EGS EMERGENCY GAS SHUTOFF
EGT ENTERING GLYCOL TEMPERATURE
EJ EXPANSION JOINT
ENT ENTERING
ER EXHAUST REGISTER
ERC ELECTRIC REHEAT COIL
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
EWT ENTERING WATER TEMPERATURE
EX EXISTING
EXH EXHAUST
F FAHRENHEIT
F&T FLOAT AND THERMOSTATIC
F/SD COMBINATION FIRE SMOKE DAMPER
FA FREE AREA
FC FLEXIBLE CONNECTION
FCU FAN COIL UNIT (4 PIPE)
FD FIRE DAMPER
FF FINAL FILTER
FLR DR FLOOR DR
FM FLOW METER
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPTU FAN POWERED TERMINAL UNIT
FS FLOW SWITCH
FSTAT FREEZESTAT
FT FEET
FT-LB FOOT-POUND
FTR FIN TUBE RADIATION
FV FACE VELOCITY
GA GAUGE
GAL GALLONS
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
H HUMIDIFIER
HAC HOUSEKEEPING AID CLOSET
HB HOSE BIBB
HC HEATING COIL
HCU HEATING & COOLING UNIT
HD HEAD
HOA HAND/OFF /AUTOMATIC
HP HORSEPOWER
HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)
HPS HIGH PRESSURE SUPPLY (STEAM)
HRC HEAT RECOVERY COIL
HRW HEAT RECOVERY WHEEL
HSTAT HUMIDISTAT
HVU HEATING AND VENTILATING UNIT
HW HOT WATER
HWC HOT WATER COIL
HWP HEATING HOT WATER PUMP
HWR HEATING HOT WATER RETURN
HWS HEATING HOT WATER SUPPLY
CONSULTANT
3 4
HX HEAT EXCHANGER
HZ HERTZ
1/0 INPUT/OUTPUT
IAQ INDOOR AIR QUALITY
IBT INVERTED BUCKET TRAP
ID INSIDE DIAMETER
IN INCHES
IN HG HG INCHES OF MERCURY
IN WC INCH WATER COLUMN
IN WG INCH WATER GAUGE
IN-LB INCH-POUND
IPLV INTERGRATED PART LOAD VALUE
IRH INTRARED HEATER
kW KILOWATT kWH KILOWATT HOUR
LAT LEAVING AIR TEMPERATURE
LBS/HR POUNDS PER HOUR
LF LINEAR FOOT (FEET)
LGT LEAVING GLYCOL TEMPERATURE
LPR LOW PRESSURE RETURN (STEAM CONDENSATE)
LPRC LOW PRESSURE STEAM RETURN (CLEAN)
LPS LOW PRESSURE STEAM
LPSC LOW PRESSURE STEAM (CLEAN)
LVG LEAVING
LWT LEAVING WATER TEMPERATURE
MAT MIXED AIR TEMPERATURE
MAX MAXIMUM
MB MIXING BOX
MBH 1000 BTUH
MCA MINIMUM BRANCH CIRCUIT AMPACITY
MER MECHANICAL EQUIPMENT ROOM
MERV MINIMUM EFFICIENCY REPORTING VALUE
MIN MINIMUM
MOD MOTOR OPERATED DAMPER
MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)
MPS MEDIUM PRESSURE STEAM
MV MANUAL AIR VENT
(N) NEW
NA NOT APPLICABLE
NC NOISE CRITERIA
NC NORMALLY CLOSED
NO NORMALLY OPEN
NOM NOMINAL
NPLV NON-STANDARD PART LOAD VALUE
NPSH NET POSITIVE SUCTION HEAD
NTS NOT TO SCALE
OA OUTDOOR AIR
OBD OPPOSED BLADE DAMPER
OD OUTSIDE DIAMETER
OED OPEN END DUCT
p PUMP
PC PUMPED CONDENSATE
PCF POUNDS PER CUBIC FOOT (FEET)
PD PRESSURE DROP
PF PRE-FILTER
PHC PREHEAT COIL
PPM PARTS PER MILLION
PRT PRESSURE REDUCING TERMINAL
PRV PRESSURE REGULATING VALVE
PSI POUNDS PER SQUARE INCH
PSIA POUNDS PER SQUARE INCH - ABSOLUTE
PSIG POUNDS PER SQUARE INCH - GAGE
(R) RELOCATE
RA RETURN AIR
RAT RETURN AIR TEMPERATURE
RAV RETURN AIR VALVE
RCP RADIANT CEILING PANEL
RDS ROOM DATA SHEETS
REA RELIEF AIR
RF RETURN FAN
RH RELATIVE HUMIDITY
RHC REHEAT COIL
RLA RUN LOAD AMPERE
RO REVERSE OSMOSIS
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER
RV RELIEF VALVE
SA SUPPLY AIR
SAD SOUND ATTENUATING DEVICE
SAT SUPPLY AIR TEMPERATURE
SAV SUPPLY AIR VALVE
SC SHADING COEFFICIENT
SCFM STANDARD CUBIC FEET PER MINUTE
SCI SPINAL CODE INJURY
SD SMOKE DETECTOR
SF SUPPLY FAN
SHC STEAM HEATING COIL
SP STATIC PRESSURE
SP GR SPECIFIC GRAVITY
SPS STATIC PRESSURE SENSOR
SQ FT SQUARE FOOT (FEET)
SQ IN SQUARE INCH (INCHES)
SRV SAFETY RELIEF VALVE
ss STAINLESS STEEL
SSF SIDE STREAM FILTER
ST STEAM TRAP
SWHX STEAM TO WATER HEAT EXCHANGER
(T) TEMPORARY
TAB TESTING, ADJUSTING, & BALANCING
TCV TEMPERATURE CONTROL VALVE
TDH TOTAL DYNAMIC HEAD
TG TRANSFER GRILLE
TP TRAP
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TU TERMINAL UNIT
UC UNDER CUT
UH UNIT HEATER
UL UNDERWRITERS LABORATORY
V VALVE
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER (MANUAL BALANCING)
VFD VARIABLE FREQUENCY DRIVE
VHA VETERANS HEALTH ADMINISTRATION
w WATTS
WAG WASTE ANESTHESIA GAS
WB WET-BULB (TEMPERATURE)
WC WATER COLUMN
WCCH WATER COOLED CHILLER
wccu WATER COOLED CONDENSING UNIT
WG WATER GAGE
WMS WIRE MESH SCREEN
WPD WATER SIDE PRESSURE DROP
3 4
CONTROLS SYMBOLS
BACNET COMMUNICATIONS
ENGINEERING CONTROL CENTER (BAS)
HAND SWITCH (HAND-OFF-AUTO SWITCH)
START-STOP
VARIABLE FREQUENCY DRIVE
DRAWING SYMBOLS
0 KEY NOTE SYMBOL
@ DETAIL NUMBER
x!x --- DRAWING NUMBER WHERE
DRAWN
&-- SECTION LETTER
X;X DRAWING NUMBER WHERE
SHOWN
BUILDING NO. WHERE
~ EQUIPMENT IS LOCATED.
~HEAT EXCHANGER NUMBER
"'- EQUIPMENT ABBREVIATION
(HEAT EXCHANGER)
/ ITEM (TERMINAL UNIT SHOWN)
TU 42 I / ITEM NUMBER (TERMINAL UNIT
NO. 1)
SERVED BY AIR HANDLER
UNIT NO. 42
0 POINT OF DISCONNECTION
8 POINT OF CONNECTION -
NEW TO EXISTING
- - 1 HOUR RATED PARTITION _ , , _
2 HOUR RATED PARTITION
----- SMOKE RATED PAIRTTION
ENGINEER OF RECORD
Miller-Remick LLC M.E.P. & Structural Engineering J A Service Disabled Veteran Owned 'i SmalJ Business
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (858)429-4000
FAX: (858)429-51)()2
MR PROJECT NO: 0499-0120
PIPING SYMBOLS
T
---;·I--;--
---1[81--;--
---11Z1r---
---11Jlr---
0--"-{
-----lllll]f---iv £wv 9;
----1@1---
,.,,,, V ..._,. ®
Gil ►◄ - • i.
-----l><J--11><1f-
--,: ~:t---
------j):(J-i1><1f-
--111>----
----<Ki">---
VI<(;~----
--t><)----[
------iN--ls;J;
I' f-
--~f---
------j~-
-----l~-
------j~-
---i;/:>t---
-----l:tJ,,_1 --
-----l~--
---1r-<( -
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
DIRECTION OF PIPE PITCH (DOWN)
DIRECTION OF FLOW
ANCHOR
REDUCER OR INCREASER
ECCENTRIC REDUCER
TOP CONNECTION, 45' OR 90'
BOTTOM CONNECTION, 45' OR 90'
CAIPPED OUTLET
RISE OR DROP IN PIPE
UNION
FLANGE
PIPE UP
PIPE DOWN
INVERTED BUCKET TRAP SET INCLUDING
PIPING ACCESSORIES SEE DETAIL
FLOAT & THERMOSTATIC TRAP SET
INCLUDING PIPING ACCESSORIES SEE DETAIL
THERMOSTATIC TRAIP SET INCLUDING PIPING
ACCESSORIES SEE DETAIL
THERMOMETER
PRESSURE GAGE
FLEXIBLE CONNECTION
TEST PLUG (PRESSURE/TEMPERATURE)
AUTOMATIC AIR VENT
MANUAL AIR VENT
EXHAUST HEAD
SAFETY RELIEF VENT WEATHER CAP
QUICK-COUPLE HOSE CONNECTOR
HUMIDISTAT
THERMOSTAT
STATIC PRESSURE SENSOR
DIFFERENTIAL PRESSURE SENSOR
PUMP
REFRIGERANT SIGHT GLASS
HUMIDIFIER
BACKFILOW PREVENTER
VALVE - NORMALLY CLOSED
GATE VALVE - THREADED/FLANGED
GATE VALVE WITH GLOBE VALVE BYPASS
GLOBE VALVE - THREADED/FLANGED
BUTTERFLY VALVE
BALL VALVE
ISOLATION VALVE IN RISER
GATE VALVE WITH 3/4" HOSE ADAPTER
CHECK VALVE
WYE STRAINER (WITH BALL VALVE & HOSE
CONNECTION)
WYE STRAINER WITH VALVED DRAIN AND
QUICK-COUPLE HOSE CONNECTOR
ANGLE GLOBE VALVE
MODULATING CONTROL VALVE
MODULATING CONTROL BUTTERFLY VALVE
TWO POSITION CONTROL VALVE
THREE-WAY MODULATING CONTROL VALVE
THREE-WAY TWO POSITION CONTROL VALVE
PRESSURE REGULATING VALVE
PRESSURE REDUCING VALVE (PRV)
RELIEF VALVE (STEAM OR HYDRONIC)
VACUUM BREAKER
AUTOMATIC BALANCING CONTROL VALVE
CIRCUIT SETTER VALVE
WATER BALANCE DEVICE
TRIPLE DUTY VALVE (ISOLATION, BALANCE,
& CHECK)
PLUG VALVE
FLOAT-OPERATED CONTROL VALVE
Office of Construction and Facilities Management
VA U.S. Department of Veterans Affairs
7 8
HVAC NOTES AND CONDITIONS:
1. CONTRACTOR SHALL TEST ADJUST & BALANCE THE COMPLETED SYSTEM. ALL
BALANCING WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF AN MBC
OR NEBB-QUALIFIED SUPERVISOR WHO SHALL CERTIFY THE RESULTS.
2. TEST, ADJUST AND BALANCE WORK WILL DEMONSTRATE THAT ALL SYSTEMS
OPERATE AS THEY WERE INTENDED TO. UPON COMPLETION OF THE WORK A
WRITTEN TEST AND BALANCE REPORT WILL BE SUBMITTED TO THE OWNER. FORMS
AND PROCEDURES UTILIZED FOR THIS WORK WILL BE AS PROPOSED BY THE MBC
OR OTHER NATIONALLY RECOGNIZED ORGANIZATION ACCEPTABLE TO THE OWNER.
PIPING SYMBOLS
Drawing Title
A
BO
--- BWS --
___ CBD ---
CF
---- CHR ---
CHS
--- CTIPD --
___ CTPS ---
CW
---- CWR ---
CWS
D
--- FOR --
___ FOS ---
---FWPD---
---FWPS---
G
--- G(I) ---
---- GCR ----
GCS
---- GHR ---
GHS
---- GRR ----
GRS
---- HPR ---
___ HPS --
---- HWR ---
___ HWS --
---- LPR ----
LPS
---- MPR ---
___ MPS --
MW
--- OFL --
PC
--- RHG --
RL
RS
SW
V
MECHANICAL
COMPRESSED AIR
BOILER BLOWOFF
BOILER WATER SAMPLE
CONTINUOUS SLOWDOWN
CHEMICAL FEED
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CONDENSATE TRANSFER PUMP DISCHARGE
CONDENSATE TRANSFER PUMP SUCTION
COLD WATER (CITY WATER)
CONDENSER WATER RETURN (TO TOWER)
CONDENSER WATER SUPPLY (FROM TOWER)
DRAIN LINE
FUEL OIL RETURN
FUEL OIL SUPPLY
FEEDWATER PUMP DISCHARGE
FEEDWATER PUMP SUCTION
NATURAL GAS MAIN FUEL
NATURAIL GAS IGNITER FUEL
CHILLED GLYCOL WATER RETURN
CHILLED GLYCOL WATER SUPPLY
GLYCOL WATER HEATING RETURN
GLYCOL WATER HEATING SUPPLY
GLYCOL WATER RUN-AROUND RETURN
GLYCOL WATER RUN-AROUND SUPPLY
HIGH PRESSURE STEAM CONDENSATE RETURN
HIGH PRESSURE STEAM (61 PSIG AND ABOVE)
HOT WATER HEATING RETURN
HOT WATER HEATING SUPPLY
LOW PRESSURE STEAM CONDENSATE RETURN
LOW PRESSURE STEAM (15 PSIG AND BELOW)
MEDIUM PRESSURE STEAM CONDENSATE RETURN
MEDIUM PRESSURE STEAM (16 PSIG THRU 60 PSIG)
MAIKE-UP WATER
OVERFLOW
CONDENSATE PUMP DISCHARGE
REFRIGERANT HOT GAS
REFRIGERANT LIQUID
REFRIGERANT SUCTION
SOFTENED WATER
VENT LINE
NEW PIPE
EXISTING PIPE
DEMOLISH PIPE
Phase
9 10
GENERAL NOTES AND CONDITIONS
1. THESE DRAWINGS WERE PREPARED FROM INFORMATION TAKEN FROM THE AVAILABLE BUILDING DRAWINGS, ARCHITECTURAL BACKGROUNDS PROVIDED BY THE OWNER AND FIELD SURVEY INFORMATION COMPILED BY THE ENGINEERING DESIGN TEAM FOR THE PURPOSE OF ENGINEERING DESIGN. EXISTING CONDITIONS ARE SHOWN AS ACCURATELY AS POSSIBLE. THERE IS THE POSSIBILITY THAT CONDITIONS SHOWN ARE NOT EXACTLY AS EXISTING.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, LOCATIONS, SIZES AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING INSTALLATION OR FABRICATION WORK.
1. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE PLANS AND SPECIFICATIONS, AS WELL AS ALL RELATED PROJECT PLANS AND SPECIFICATIONS FROM OTHER DISCIPLINES, TO BECOME FAMILIAR WITH
THE FULL PROJECT SCOPE AND COORDINATED RESPONSIBILITIES.
1.2. SHOULD IT APPEAR THAT THE WORK INTENDED TO BE DESCRIBED OR RELATED WORK ARE NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THE DRAWINGS, OR IN THE SPECIFICATIONS, CONSULT THE ENGINEER FOR NECESSARY CLARIFICATIONS, AND CONFORM TO THOSE CLARIFICATIONS INSOFAR AS THEY ARE CONSISTENT WITH THE ORIGINAL DRAWINGS AND SPECIFICATIONS. IN NO CASE SHALL WORK PROCEED
IN UNCERTAINTY.
1.3. EQUIPMENT ARRANGEMENTS ARE DESIGNED TO SHOW PREFERRED CONFIGURATIONS TO SUIT KNOWN CONDITIONS. ACTUAL INSTALLATION BY CONTRACTOR MAY BE ALTERED AS REQUIRED TO SUIT FIELD CONDITIONS ENCOUNTERED DURING CONSTRUCTION WITHOUT COMPROMISING THE INTENT OF THE ORIGINAL DESIGN. COORDINATE ANY MODIFICATIONS WITH THE ENGINEER AND OWNER PRIOR TO STARTING WORK IN
AREAS AFFECTED.
1.4. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE PRIOR TO
STARTING WORK.
1.5. DO NOT SCALE DRAWINGS.
2. BIDDERS ARE TO VISIT THE SITE ANO FAMILIARIZE THEMSELVES AS THE NATURE AND SCOPE OF THE WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND ENSURE THAT ALL ALTERNATE PRICING INFORMATION NOTED WITHIN THE CONSTRUCTION DOCUMENTS HAVE BEEN INCLUDED WITHIN THE ORIGINAL BID SUBMISSION. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES ENCOUNTERED WHICH COULJD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT
BE ACCEPTED.
3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS, INCLUDING THOSE WHICH MAY BE ISSUED BY THE OWNER, ARE BEING OBSERVED, PAIRTCULARLY WORKPLACE SAFETY AND THE CONDUCT OF ALL THOSE EMPLOYED DIRECTLY AND INDIRECTLY ON THE PREMISES, AND THE OWNER'S EMPLOYEES WHO MAY BE IMPACTED OR AFFECTED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL INSTALL SIGNAGE, BARRIERS, AND OTHER MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE COORDINATED WITH THE OWNER AND HIS ONGOING OPERATIONS AND WILL PROMPTLY BE
REVISED WHEN WORK IN A PARTICULAR AREA HAS BEEN COMPLETED.
3.1. DURING PERFORMANCE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISION AND MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVICES, GUARD LIGHTS, BARRICADES, GUARD RAILS, FENCES AND OTHER DEVICES, APPROPRIATELY LOCATED ON AND AROUND THE JOB SITE WHICH GIVE PROPER AND UNDERSTANDABLE WARNING TO PERSONS WITH REGARD TO HAZARDOUS CONDITIONS, EQUIPMENT AND OPERATIONS BEING PERFORMED IN CONJUNCTION WITH THE WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH COULJD REQUIRE ADDITIONAL MECHANICAL/PLUMBING WORK, AND ITEMS THAT ARE NOT INDICATED
ON THE DRAWINGS.
5. THIS INSTALLATION WILL CONFORM TO ALL CODES AND THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES HAVING JURISDICTION. IN PARTICULAR, THE WORK WILL BE IN ACCORDANCE WITH THE LATEST EDITION OF [THE INTERNATIONAL BUILDING CODE, ALL ITS SUBPARTS AND AMENDMENTS INVOKED BY THE STATE AND/OR AUTHORITY HAVING JURISDICTION AT THE LOCATION OF THE PROJECT] [NFPA 90A, NFPA 96, NFPA 99 AND NFPA 101 ].
6. ALL WORK WILL BE LAWFULLY EXECUTED IN A NEAT AND WORKMANLIKE MANNER AND WILL BE COMPLETED IN ACCORDANCE WITH THE GOVERNING CODES (ABOVE). INDUSTRY STANDARDS, AND IN CONFORMANCE WITH THE
MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS.
7. WORK UNDER THIS CONTRACT SHALL CONSIST OF THE CONTRACTOR PROVIDING ALL LABOR, MATERIALS, AND SERVICES, INCLUDING WORK NOT SPECIFICALLY SHOWN BUT REASONABLY IMPLIED. THIS SHALL INCLUDE CUTTING, PATCHING AND RESTORATION OF EXISTING SURFACES DAMAGED DURING THE CONSTRUCTION. CONTRACTOR SHALL ALSO PROVIDE ALL EQUIPMENT SHOWN OR SPECIFIED OR AN APPROVED EQUfvAILENT. SUBSTITUTED EQUIPMENT
OR MATERIALS SHALL NOT BE INSTALLED UNTIL GWEN WRITTEN AIPPRCVAL BY THE OWNER.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED FOR NONCOMPLIANCE WITH THESE CONTRACT DOCUMENTS. CONTRACTOR WILL NOT BE ALLOWED CHANGE ORDERS FOR PROBLEMS ARISING FROM NEGLECT OF
PRCVISIONS INCLUDED IN THESE CONDITIONS.
9. MAINTAIN ORDERLY HOUSEKEEPING DURING CONSTRUCTON, AND UPON SUBSTANTIAL COMPLETION PERFORM FINAL CLEANUP. REMOVE CONSTRUCTION RUBBISH, SCAFFOLDING, EQUIPMENT, TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES, AND OTHER MATERLI\LS OR EQUIPMENT THAT WAS REQUIRED IN CONNECTION
WITH THE CONSTRUCTION, BUT NOT A PERMANENT PART THEREOF.
10. THOSE PERFORMING WORK AS A CONTRACTOR MUST EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE OWNER IN WRITING, OF CONDITIONS DETRIMENTAL TO THE PRCPER AND TIMELY COMPLETION OF THE WORK. COMMENCEMENT OF WORK BY A TRADE ON A SURFACE OR CONSTRUCTION SHALL IMPLY ACCEPTANCE OF SUCH SURFACE OR CONSTRUCTION. DO NOT PROCEED WITH
INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
11. THE CONTRACTOR SHALL SECURE ALL PERMITS AND APPLICATIONS AND PAY ANY AND ALL FEES AS REQUIRED.
THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND CERTIFICATES OF INSPECTION REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER ALL PERMITS, CERTIFICATES AND APPROVALS TO THE OWNER AGENT PRIOR TO FINAL ACCEPTANCE OF THE WORK. THE CONTRACTOR MUST FILE NECESSARY DRAWINGS, PREPARE DOCUMENTS AND MAKE APPLICATIONS FOR EACH REQUIRED PERMIT AND INSPECTON, PRIOR TO COMMENCING
WORK TO AVOID DELAYS DURING CONSTRUCTION.
12. AS DIRECTED BY THE OWNER, ALL EXISTING EQUIPMENT AND MATERIAL IN USABLE CONDITION THAT IS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER, OR HANDLED AS INSTRUCTED BY THE OWNER, BE DISPOSED OF BY THE CONTRACTOR. ALL MATERIALS DEEMED FOR REMOVAL SHALL BE RECYCLED WHENEVER POSSIBLE, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH WITHIN DIVISION 1 OF THE SPECIFICATIONS.
13. CONTRACTOR IS TO PROVIDE ALL REQUIRED SCAFFOLJDING, LADDERS, RIGGING, HOISTING AND ALL OTHER
EQUIPMENT REQUIRED FOR THE INSTALLATION OF THEIR WORK.
14. ESTABLISH PASSAGE CLEARANCES REQUIRED TO DELIVER, INSTALL AND ERECT ALL REQUIRED EQUIPMENT. IF STRUCTURES, EQUIPMENT AND SYSTEMS MUST BE ALTERED TO PROVIDE PASSAGE OF EQUIPMENT, THE CONTRACTOR SHALL RESTORE STRUCTURES, EQUIPMENT AND SYSTEMS TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE; INCLUDING REMOVING AND REPLACEMENT OF ALL CEILING AS REQUIRED TO COMPLETE
THE WORK.
15. EXCAVATION FOR UNDER SLAB OR UNDERGROUND INSTALLATION OF CONDUITS SHALL BE APPROACHED WITH EXTREME CAUTION SO AS NOT TO DAMAGE EXISTING UNDERGROUND PIPING, WIRING AND CONDUITS.
PIPING NOTES:
1. CONTRACTOR TO INSTALL HIGH POINT VENTS AT ALL SYSTEM HIGH POINTS AND LOW POINT DRAINS AT SYSTEM
LOW POINTS. VENTS AND DRAINS ARE REQUIRED TO FACILITATE SYSTEM DRAINING AND VENTING DURING TESTING
AND START-UP.
2. UNIONS SHALL BE INSTALLED AT ALL EQUIPMENT. THE USE OF DIELECTRIC UNIONS MUST BE INSTALLED IN AREAS WHERE JOINING OF DISSIMILAR METALS (IE CARBON STEEL TO COPPER OR BRONZE, ETC.). THIS IS TO FACILITATE PIPING REMOVAL AND REASSEMBLY FOR FUTURE MAINTENANCE WORK AND/OR PREVENT GALVANIC
CORROSION.
3. CONTRACTOR SHALL PROPERLY BRACE, ANCHOR, AND SUPPORT ALL PIPING, VALVES ETC. UNLESS SHOWN OTHERWISE, ALL PIPE HANGERS AND SUPPORTS SHALL BE DESIGNED, MANUFACTURED AND INSTALLED PER MSS
SP-58, MSS SP-69 AND MSS SP-89.
4. ALL PIPES THAT PASS THROUGH EXTERIOR WALLS SHALL BE SLEEVED AND MADE WEATHER TIGHT.
5. ALL PIPING AND VALVES MUST BE PROPERLY IDENTIFIED AND LABELED PER ANSI 13.1, ENTITLED "SCHEME FOR THE IDENTIFlCATION OF PIPING SYSTEMS". ALL VALVES MUST BE IDENTIFIED AND TAGGED WITH WEATHERPROOF
TAGS.
6. ALL PIPES OR TUBING WHICH PASS THROUGH RATED AND NON-RATED WALLS, FLOORS AND FOUNDATION WALLS, SHALL PASS THROUGH A SCHEDULE 40 CARBON STEEL PIPE SLEEVE. SLEEVES WHICH PASS THROUGH MASONRY SHALL BE GALVANIZED COATED. ALL SLEEVES SHALL BE INSTALLED FLUSH ON BOTH SIDES OF WALL
PENETRATION.
NON RATED WALL: THE SLEEVE SHALL BE SIZED TO ALLOW FREE PASSAGE OF INSULATED AND NON-INSULATED
PIPES AND TUBING.
RATED WALL: PIPES WHICH PASS THROUGH FlRE-RATED WALLS & FLOOR SHALL USE THE APPROPRIATE CODE APPROVED, TESTED AND INSTALLATION METHOD OF SEALING WHILE MAINTAINING THE INTEGRITY OF THE WALL'S
FIRE RATING(S).
EXTENSION WALLS & FOUNDATION WALLS: PIPES WHICH PASS THROUGH EXTENSION WALLS OR FOUNDATION
WALLS SHALL BE SEALED AND MADE WATERTIGHT.
7. ALL VALVES SHALL BE ACCESSIBLE IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ACCESS DOORS AND
COORDINATE THE GENERAL CONTRACTOR.
Project Title Project Number
561-25-125
ABBREVIATIONS, NOTES AND SYMBOLS ISSUED FOR BID
EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
Building Number
Approved: Project Director
FULLY SPRINKLERED
ILoc~~nEAST ORANGE CAMPUS I Drawing Number
:;:l•=•=ue::::;::D=a1=e====::::;-;:::I ~=:==:==:::;-;:11D~ra=w=n==:::;1
2025-07-16 RHD
M-001
7 8 9 10
A
B
C
D
MECHANICAL
ROOM
B-128
STAIR 6
B-S6
UTILITY
SHOP
B-119C
LINEN
ROOM
B-134D
MECHANICAL
ROOM
B-128
OFFICE
B-134
TOILET
B-134B
CLOSET
B-134A
STAIR 5
B-S5
SHAFT 8
ELEC. CLO.
B-E-105
CLOSET
B-135
CORRIDOR
B-137C
CORRIDOR
B-133
WALK-IN
COOLER
B-128A
WALK-IN
COOLER
B-128B
MECHANICAL
ROOM
B-128D
REFRIG
B-119
REFRIG
B-118
REFRIG
B-120
CORR.
B-117
CORR.
B-113
STORAGE
FOOD
SERVICE
B-115
SUPERVISOR
FOOD
SERVICE
B-116
MECHANICAL
DEMOLITION PLAN
MD101
RHDLM
PLAN
NORTH
ACTUAL
NORTH
KEYPLAN
NO. DESCRIPTION DATE
PLAN
NORTH
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
KEYPLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F m 5 a,'--'--,-, " g :c q- ..........,~ le -"' m ~o co N I n
I ro
C, -CL
"' 0
CL
C
Q_
E "' D
-D -D
C
= 0
I w
"' w
= Q_
0 -"' E .D C, (/) -C
"' L L C, u I
" 0 u
I w 0, C
" 2 D
I sj i" = u
-w w N
I a, a, sj-
'i
B-136 I.V.
3TORAGE
I
IHf---1
I y
II
\: u -
LJ~
B-137A
PROCESS -STORES -
I STORAGE
- ,ca
ACCESS TO THE CONSTRUCYION AREA IS
RESTRICTED THROUGH THESE DOORS.
COORDINATED WITH THE VA FOR
CONSTRUCTION ACCESS.
B
C
RETAINING WALL
n u
I
I
(E) 1-CT-3
(E) 1-CT-2
(E) 1-CT-1
(E) 1-WCC-1
n
I
I '
(E) CWP-4
I 1jl I I j I I I I I ' I' I I
(E) 1-CH-2
""~'-----\:n'.-==-!j-+-____ (D) CWP 1 'J '"
110_!__!
. 1..1 -
J
0---+~--+---tfu
I I -/ :c----::~~' :
I I H __ ....., jCE) 1-CHP-4
I I I~ I , '-,-I- 0
1 1 lol
---,-1 +-11 H -
I ioc:L " I I - 12•,-□ J I wl'-1--"'~ I
(E) 1-CH
lgal - !
I:' I 1:-:::r- - ~
1'1 I I w
I I , , i:=u,·,-w I I L_ __ __,
(E) 1-CHP-6
,----- - - -, (E) CHILLED
F
1 r---1 --,I I WATER BUILDING
I . . PUMPS
1---------ll--l----'-' -':--==~ -~----
1 (E) 1-CHP-9 -J
I
I
B-128C
WALK IN
REFRIG
i L
I I
, (E) 1-CHP-8
(E) BAS
USER
INTERFACE
I (@) ALL 8" PIPING TRIM
- ~ 4 • LOW THE ELBOW SEE
, - ~ !DETAIL 2/M-501 AND , ( l ._j (E) PUMP;~ 7 ._,, .. ~ 601 FLOW DIAGRAM D10ALL 6 PIP ,NG TRIM CHANGEOVER ~ Le " gL,QW-d ~E- el.ElOW SEE h\3 VALVE DETAI i:" 21M= 501 AND\::/ / / I
M-601 FLOW DIAGRAM ~ / / _
(E) PUMP
CHANGEOVER
VALVE
(E) 6" CHS
IV ~
~ y ;;,,i~
,I I .,, ~ ..d ,°;?i~~~~'=,;'"7 tc (D) CHP-1 (D) CWP-2 (E) CWP-3
L----f-c)--tl~I [] lT. K ____ _,, ,---7----,-----1
D ~ - -- _J }-'-I~>- I= E'RiiJ- ,'V 17 'II---,-~,-~ ' --~f,,,ilf'i!=~II L
(E)1-CH-4° 0 (E) SSR-1 _ ~ -(E) CT VFD
~(E) MAKE-UP
WATER SYSTEM
FROM (E) BFP
I I r-H-1--(E) MCC
I
I
\D): l'µT2"7'1PWG TRIM 0 1/ /
BELOW THE ELBOW SEE
DETAIL 4/M-501 AND
M;-601 FLO~ DIAGRAM
CWP 2
I / _.b-t~laad __
NECT-'
I
CWP-4
FL:
B-110
KITCHEN
n
B-114
GENERAL
STORAGE
L./ SUPERVISOR
I )< B-112
DIET.
OFFICE
B-111
CHIEF
DIETETICS
OFFICE
I 1 MECHANICAL DEMOLITION PLAN
, _ _____,, 1 SCALE: 1 /8" - 1'-0"
E
""'~ DVOSB \
I . •"'
-++--++--< B
-++--++--< C
.d'f---+tt-+--0
----+-it+---{ E
--t-tt-'-t----i F
I r
I
X B-401 X IRM
CLOSET
I ~I .II\ \ /I I
CRAWL SI
CRAWL SI
I I
GENERAL SHEET NOTES:
1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS, GENERAL NOTES &
SYMBOLS.
0 SHEET KEYNOTES:
1. DEMOLISH VERTICAL DEEP WELL CONDENSER WATER PUMP, CWP-1
2. DEMOLISH VERTICAL DEEP WELL CONDENSER WATER PUMP, CWP-3
3. DEMOLISH CHILLED WATER PUMP CHP-1 AND INERTIA BASE THAT SERVES O.R.
CHILLER.
4. DEMOLISH WATER PUMP CWP-2 AND INERTIA BASE THAT SERVES AS A SPARE FOR
THE D.R. CHILLED WATER SYSTEM AND CONDENSER SYSTEM.
CONSTRUCTION NOTES:
IF POSSIBLE DEMOLITION AND INSTALLATION OF THE O.R. PUMPS SHALL BE
EXECUTED WHEN THE OAT IS BELOW 40F. IF A SHUTDOWN IS REQUIRED
PLEASE COORDINATE wrrH THE VA FACILITY
Cj ~
DD
0 0
0 0
0 0
0 0
EB
i VA I□□ -;:L':::====================::..'::::==========================================================-===========--------------'======================:'..'::::===============-=======::::'..'::====:'..'::::============:'J VA FORM 08-6231
B-128
MECHANICAL
ROOM
B-128
REFRIG
B-119
REFRIG
B-118
REFRIG
B-120
CORR.
B-117
CORR.
B-113
STORAGE
FOOD
SERVICE
B-115
SUPERVISOR
FOOD
SERVICE
B-116
MECHANICAL
PIPING PLAN & ELEVATION
GROUND FLOOR
MP102
RHDLM
PLAN
NORTH
ACTUAL
NORTH
KEYPLAN
NO. DESCRIPTION DATE
PLAN
NORTH
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
KEYPLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
-0 Q m C
II
.5 ~o a• ~"' m e ,s
= 0 w
" -0
E
:a, CL
N N r---- -.. -D en N I n I ro w o_
E o_
- '" 0 o_
'" CY
C 0 = 0
'" 2
N D
CL
:a, C 0 = 0
'" :a, I w
"' w
= CL
C
"' L L u I
" 0 u
I w
CT>
C
" 2 D
I sj i"
= u
'" CT>
C
0 -w w N
I m m sj-
"i D
I m m sj-
CL
VA FORM 08-6231
V
I ~
I ~-t=---
"' I u + --w -j r- ---\ f---;D ~ --'rr
"' I u
• ~ -w
I
I I
I I I I I I
I I I I I "' I I I I
I I I u1 I l~I I
I I 151
I ' I I f- --j I I
___J l_L
Ir I
"' I I u1 +I 51 - I
I I L':
r;::
I
I _j
C I I '
I I
II I I
I I
~(E)10"o
~ (E)1-WCCH-2
= . . . . . ~ I m
I: : I / - - I -
I I -(E)10"o
' I I I 8 \ I e------------1
I H
I h '-
- (E)10" CHS I\ '- ~ _j j I m I
( I 0 0 , 1111 I~) :(,, I 1111
H 11:J II ~ - 0
0 - (E)1 WCCH 3 ~~ I I -- -1 .
I I I I
- (E)10"o
I " ,Ji~ I I L - \ I r"~ _ ,, __ -i~~-~ H
I I I '-
I I I ~
I I I I I I I \ H H I I I I I I I ~ l - r - -
-::l I ' . I - (E)10" CHS li'sl 1i's1 1i's1 H I Io I l"o I lol ·- ',l tt I,,,) 8 I ,;:_I I ,;:_I I ,;:_I (E)10" CHR - ::JI w w w
1-1 1-1 1-1
(E) SAFETY RAIL_/ I I I I I I
I I I I I I I (
I I I I I I (E) RAMP DN )
J I I J
I I 10·• i '----- J I I I I ~
I I I I I I
-- ci_,e I I I I
IE 1 -CHP-4 I I
I r " I I c:\ ~ I I
" _,:s 'I I I -
I
I - - -
I I I I -l == ,-71 - 11r_, '--- Cl JIL a I I I
: ii I I r-n ~1 --- - - -µ
( I I I I
1 (E) 1-CHP-5 I I
-12"0- I ~ fI - I l I E ~
:-4--'
I- -
,- I
(E)1-CHP-6
L... - ...L-_::1/'
I I I j 1 MECHANICAL SCALE: 1/4" - l'-0"
- 1- \
GENERAL SHEET NOTES: - -
' +- A - - - - - - -
I
1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS, GENERAL NOTES &
SYMBOLS.
r--:, I I I I'\
-(E)12" CWS I
B ,_ -r ' I/ -
I © SHEET KEYNOTES: I //
' ' 1 ' CONTRACTOR TO VERIFY THE SUMP HEIGHT AND WATER LEVEL AND PROVIDE THIS
(E)12" CWR- &I ( ' ' 6 INFORMATION TO THEIR PUMP VENDOR. SEE ELECTRICAL DRAWINGS FOR VFD ' '
LOCATIONS.
I " I . . . . . - I/
(E)12" CWR- - ~
(E)1-WCCH-1 =
I I ·" Q N 'N - -
I
~ - C e. '- ~ , -' I '
I I & •
(E) CWP-4 N ---
h (E)12" CWS- □ l
- 00 (E)12" CWS- I f-- -
I a. C ,'-- -
- :--c I t' ·{ ~
I (E)12" CWR- ~I -
(E)12" CWR I t,;"-:-1 t-:----:< I ~,_...._~ \
'= 000 ;y ~ u\ 0 -- -- --v ~ 7 1 1
(E) CWP-2
L J {N)~c,. / j T\
\ c,., L lJ
(N) 12" PIPING TRIM BELOW THE (N)
ELBOW; SEE DETAIL 4/M-501 (E) VFD FOR (E) DISCONNECT 1-CWP-3 1
' AND M-601 FLOW DIAGRAM CWP-2 FOR CWP-4
~~~0~" s':'~l~GET:~M4,~~~~1THE I AND M-601 FLOW DIAGRAM
I I -I- ~I I 0 - -
- ~ I t I E - - - - -- -
( B-114
GENERAL
STORAGE
Jl I
) B-112
PIPING PLAN - GROUND FLOOR
• • ~ ~- DD
"- DT
DD
C
. . j e "- 0 0 . . =
0 ' 0 0 -~ s ~
,e- .• 0- 0 - ,__ .. L~~lf - 0
I ' ~.ITT1: : f . 0 -~ .
.~L~
• -.. .'Er. ': : 0
I 0 .
0 1, 0 m • • • 0 - 0 0
• 0 f ! __.J
I r-" J '
H DD
-~ I □□
EB
I I
I I E
"'"~ 8DVOSB \ ,
VA I I□□
STAIR 6
B-S6
UTILITY
SHOP
B-119C
MECHANICAL
ROOM
B-128D
B-12
MECHANICAL
PIPING PLAN
GROUND FLOOR
MP103
RHDLM
PLAN
NORTH
ACTUAL
NORTH
KEYPLAN
NO. DESCRIPTION DATE
PLAN
NORTH
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
KEYPLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F m 5 a,'--'--,-, " g :c q- ..........,~ le -"' m ~o
-D
"' N I n I ro w Q_
E Q_
- '" 0 Q_
'" cc
C .c
'" 2 n D -[l_
C .c
I w
"' w .c o_
-C
"' L L u I
" 0 u
I w 0, C
" 2 D
I sj i" '" .c u
'" 0, C
0 -w w D N
I a, a, sj-
'i
1 --------7 (E) CHILLED
I ----------WATER BUILDING
i I I i PUMPS
I I
(E)< ) _ 1-CHP-8
(E) BAS
USER
INTERFACE
(N) B" PIPING T~I~ BELOW THE
ELBOW; SEE DETAI~ 2/M-501
AND M-601 FLO DIAGRAM '-"
(N) 6" PIPING TRIM BELOW THE
ELBOW; SEE DETAIL 2/M-501
AND M-601 FLOW DIAGRAM"-"
I
I
(NJL__ __ _,Y""Y'-f'-~',----1----',\·-----------~
0(r-~---CH-P--1~) ~ \ (E) 8" CHR
(E) 8" CHS
(E) ELECTRICAL ~
CONNECTION
lYP
'--- (E) 6" CHS
ON INERTIA BASE r,;:::;:,o:::
(E) 8" CWR (;i _ f--- \
(E) 8" CHR >-- '---' I
trr1 l
• -'N (E) CWP-3
_,.,,.-(E) B cws,( 1-CWP-2 > 0
ON INERTIA BASE
Im ,___, j
(E) 1-WCCH-4
- ~ G -.
( I
(E) SSR -
\' I l I
( I I°/
MECHANICAL PIPING PLAN - GROUND FLOOR
I 1 , SCALE: 1/4" ~ 1'-o·
-0 (9
(E)
MCC
I
I
L/
GENERAL SHEET NOTES:
1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS, GENERAL NOTES &
SYMBOLS.
(j) SHEET KEYNOTES:
1. SEE ELECTRICAL DRAWINGS FOR VFD LOCATIONS.
I
• • Cj □ □
"- "T j
? "- 0 0
0 '
0 0
~~-ri • -,e- 0- 0 -,,,. s . .
If - e----· • t:~
' -~.rm: : . 0
,,. l
~L~:
~ 0 0 -.. 0
I
01, m • • • 0 - 0 0
0 0 __,J I r-" J .
-~ I □□
EB
I I
E
'""~ DVOSB \
I . •"'
;:=============;;:==========;:==========;:=I =====;I i VA I I□□ -;:L':::====================::..'::::==========================================================--===========-------------'======================:'..'::::===============--=======::::'..'::====:'..'::::============:'J VA FORM 08-6231
DETAILS AND SCHEDULE
M-501
LMLM
NO. DESCRIPTION DATE
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
FLOW DIAGRAMS
M-601
LMLM
NO. DESCRIPTION DATE
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
Q
• C u .S
Q
• C
~o
I
-fi C 1" ~o
I co w Q_ w
"' m E 0, D
LJ...
_Q
C w L L u I
"O u
I m
"' C
D
I -tj
.c u
'" 0, C m w N
I
"' "' -tj-
"i
TO OR
SUITES
TO BLDG
T
(El( 1-CT-2 ) (El--< I-CT-I )
! ~' r1g ,g ,g I ' ~ ~ ~ I (E) T T T I v, ( CH P-9 ) I f-----------, I f-----------, I f-----------i ~ o I ~-~--~ I ~-~--~ I 0 'i3' : I I I (E)
~--12· cws----------~-----------------~-~
: ( CHP-8 ) ~-----------------I------{}~---------------~
I ,. L---Jtl---------------___! ___ 7 I
: (E) • ~ : 16" CHS : 14" CHS I 11-2"-CWRL---L}~---------------~12" CWR
I O" CHS-< t, 6---12" CWR " '--_q,-______ " <D-I ( CHP-7 ) I 10 CHS-<> I 10 CHS I
I I I I
~----------------- 9_ ~ :UI -" ~I - ~j
! (E) BYPASS (E) ~~-- ' -, ~<;;: (E) - ' -: ~1 E - ' - .~1
•0 (1-WCCH-2) ~<fl (1-WCCH-3) ~<fl, j ( (i-WCCH-1) ~Q, j ... ~I.__ - -= -- -=1--
~---12· CHR ---~-----------10" CHR---------1- -- ----- -------- _J : o-12" CWS
I (G~~- I I I (1-CHP-4) j ,------------10" CHR- - -------- ___________ _j
I I I I I 1 I I ~-,----------~
L ___ 12" CHR---~-----------10" CHR---------:- __ J
t (E)(I-CHP-5) :
"' I I o I
12· cws
~12" CWSJ ----J,'.
EXISTING '!'' ,, '
v, ,,, EXISTING
N I
- I L---------e----------- 10" CHR--------J
(Nl .--,./
(N\ I -CWP-3 )
(El
NEW (1-CWP-1) CWP-2 - -
(El
CWP-4 NEW -
(E)(_I--C-H-P--6-) - - -- ~
- " " - " e, 1- --------r-------- -7
,-------~--~ L _____________________ _J
0 ~~~~~~R WATER FLOW DIAGRAM
NOTES:
I. SEE DETAIL 4 ON M-501 FOR PUMP
INSTALLATION AND PIPING
COMPONENTS.
(El SUMP TANK
(El--
\ I-CT-I )
400 TON
FROM OR
SUITES
' rr ~ ~ ~3·-r 1f--g ___ ~ ~----------------1--1---.---_--rll/' f-W~ I
6" CHS --<P t-6" CHR
I
8" CWS -<I> ¢,---8" CWR I ::,,,_
I I NC
I I I
' I I I I I I
I I L _____ _
,------- -----iVl-
1,'@ " □ ! -<S f-s" s" "' ~ o a"
1\:= (':;;~~7 I .. /J .--,. / .--,. /1 r""=C::::::::,,,-;"i f' (3 "" : NEW "----' I "....Y "----' I
CONDENSER F''"'C I l I "-~ ""G-;~" ! " o, ! " 'o):
L~-~~~']'l __ _j (E\ I -WCCH-4) Li !ij ~ ~ f-- Li !ij ~ \ii -
(N (-1--C-H-P--1~) (N)( 1 -CWP-2 )
o-s·
(El CWP-3
I 2 OR COOLING WATER FLOW DIAGRAM
SCALE: NONE
NOTES:
1. SEE DETAIL 2 ON M-501 FOR PUMP
INSTALLATION AND PIPING COMPONENTS.
2. NEW PUMP 1 -CWP-2 IS SPARE PUMP.
FROM (El
WATER
TREATMENT
SYSEM P/TE-
'I>- 8"
I
(E) SIDESTREAM
FILTER 1-SSR-1
P/TE-
GENERAL SHEET NOTES:
1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS, GENERAL NOTES &
SYMBOLS,
2. REFER TO DRAWING M-501 FOR DETAILS.
I I
::==============;::==========;:==========;l;:========;I i VA I ID□ -;:L':::=================='===::'..::::==========================================================='-'===========-------------=======================:.================='-'=======~====:.======'--'========:J VA FORM 08-6231
CONTROLS FLOW DIAGRAMS
M-801
LMLM
NO. DESCRIPTION DATE
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
Q
• C
~o
I
-fi C ~ s;r ~~
1" ~o
,n N
I n
I ro ro
I
C V L L u I
"O u I m
"' C
" 2
I -st i" V
.c u V
"' C m w N
I m m -a-
"i
TO OR
SUITES
FROM OR
SUITES
TO BLDG
T , ! s~ (E) V-6 J ~ (E) V-8 J ~ (E) V-9 J ~ I (E) T~ T~ T~ I !fl ( CH P-9 ) ! f---------, I f---------, I f----------< de " = f-----~ I f-----~ I
13 • '64 : ! !
! (E< CHP-8 ) ~ _ ---- _ ~2~ cw5_ _______ I ____ ---1'.f'~(E)_ ~5_ ___ -- ______ -~
I L ---1'.f'~)_v~ - -- --- - - -- _ _!_ - - 7 I : 0 15" cHs 1 14• cHs----- L ___ L---1'.f'~(E)_ v-7_ ____________ J
(E) I I b--12" CWR
I '---------10" CHS------~
I < CHP-7 ) l I :
: ----------------(E) :PASS ~ ~'I ~ ~'! ~ 1~1
l _ ~ ~-- >- - ~i? >- ~ ~~?
I ~--- =-- U (El(1-wcCH-1) <.0 Q, (El<1-wcCH-2) Q__Q (Eb-wccH-3) Q__Q ~ ~1--I- -=1 L- ---- =1 ~ I I I I I I I I
II (E) v-1oo-;!, ±{] (E) V-1 (E) V-11 o-;:, ±{] (E) V-2 (E) V-12 o-;:, , 2..[J (E) V-3 T T T
I I I I
~---12" CHR---~-----------10" CHR---------:- ________________ J :
I (E) ___ I I P----12" cws
: (1-CHP-4) ! ,------------10" CHR---------------------J
I I I ---1 -----------12· cws -------------
BA~ET 1" ' t-------,'/r------, t (E)( 1-CHP-
) SST HS VFD ECC 1 1:t------t--'ll'.t-----------1_ ,, ' er I u 0
I
I I
t. -
(E) " -- CWP-2 - -t-7 ,,_ - -
~---------~---------- 10" CHR--------_J
(E) ---
I ~t------- ~ "---------r l~----~'--~
( 1-CHP-6 )
SST HS
L---------------------~ (0
(N) ___ (E) SUMP TANK (N) CWP 4
(1-CWP-1) (-1--C-W-P--3-) -
DIAGRAM
© SHEET KEYNOTES:
1. ADD NEW PUMPS 1-CWP-1 AND 1-CWP-3 TO EXISTING CONTROL SYSTEM.
COORDINATE WITH BAS CONTRACTOR.
NEW CONDENSER PUMPS 1-CWP-1, AND 1-CWP-3 FLOWS SHALL BE SET BY THE
TESTING, ADJUSTING, & BALANCING (TAB) CONTRACTOR VIA THE VARIABLE FREQUENCY
DRIVE (VFD).
-2"
(E)--
\, 1-CT-1 )
400 TON
----,[If
NC
H /'r-------~------------+"+---,'., "e------~ NC ,,, q,-5" ,t,-s"
VFD ECG
FROM (E)
WATER
TREATMENT
SYSEM P/TE-
ECC VFD
P/TE-
( p-8"
----- <>-..:'B::.."----c::--"r~I ____ I _____ _,,
(E) CWP-3
I 2 : !R2;;;;lON O.R. CHILLED WATER FLOW DIAGRAM
© SHEET KEYNOTES:
2. AOD NEW PUMPS 1-CHP-1 AND 1-CWP-2 TO EXISTING CONTROL SYSTEM.
COORDINATE WITH THE BAS CONTRACTOR
NEW PUMPS 1-CHP-1, AND 1-CWP-2 FLOWS SHALL BE SET BY THE TESTING,
ADJUSTING, & BALANCING (TAB) CONTRACTOR VIA THE VARLI.BLE FREQUENCY DRIVE
(VFD).
f-r- -
(E) SIDESTREAM
FILTER 1-SSR-1
E
'""~ DVOSB \
I . _..,, ,v, HS SST
CONDENSER PUMP CONTROL
A. CONCURRENT WITH THE INITIAL START OF THE SECONDARY CHILLED WATER
PUMP, OPEN THE PRIMARY CHILLED AND CONDENSER WATER ISOLATION VALVE
OF THE LEAD CHILLER. AJFTER THE VALVE END SWITCH PROVES THE VALVE IS
OPEN, START THE LEAO CHILLED AND CONDENSER WATER PUMPS AND
INCREASE THEIR SPEED AT THE RATE THAT WOULD ATTAIN FULL SPEED IN ONE
MINUTE,
B. THE LEAD CHILLED WATER AND CONDENSER WATER PUMPS ARE TO ATTAIN, AS
A MINIMUM, THE SPEED NECESSARY TO GENERATE THE MINIMUM CHILLED
WATER AND CONDENSER WATER FLOW THROUGH THE CHILLER. THE SPEED OF
THE PRIMARY CHILLED WATER PUMP SPEED IS, IF NECESSARY, TO BE FURTHER
INCREASED SO THAT THE FLOW THROUGH THE LEAD CHILLER EQUALS THE
FlLOW OF THE SECONDARY DISTRIBUTION.
C, UPON THE CHILLER PROVIDED CONDENSER WATER AND CHILLED WATER FLOW
PROVING SWITCHES ESTABLISHING SUFFICIENT FLOW, THE CHILLER STARTS AND
IS CONTROLLED UNDER THE CHILLER'S OWN CONITROL SYSTEM.
D. THE CHILLER BACNET COMMUNICATIONS CAPACllY VALUE IS TO BE USED TO
STAGE THE NUMBER OF CHILLERS OPERATING, IF ONE OR TWO CHILLERS ARE
OPERATING AND THE CAPACllY OF THE INDMDUAL OPERATING CHILLERS REACHES 80% (0.8) OF FULL CAPACllY, THE CONTROLS ARE TO CALL FOR AN
ADDITIONAL CHILLER TO BE BROUGHT ON LINE.
E. THE CONDENSER WATER PUMP'S SPEED WILL BE MODULATED TO ATTAIN THE
FlLOW, AS MEASURED BY THE FLOW METERS AT THE OPERATING CHILLER(S)
WITH THE LOWEST FLOW.
F. AFTER TWO MINUTES OF CHILLER OPERATION WHEN THE LEAD CHILLER IS
STAJRTED OR DURING NORMAL OPERATION OF THE PLANT ANO AJFTER START UP
OF AN ADDITIONAL CHILLER, THE CAPACllY OF THE CONDENSER WATER PUMPS
ARE TO BE MODULATED TO MAINTAIN CHILLER CONDENSER WATER FLOW
REQUIREMENTS DESCRIBED ABOVE,
FAULT HANDLING:
A. CHILLED WATER AND CONDENSER WATER PUMPS - FAULT SHALL BE DETECTED
BY THE VFD COMMUNICATING THROUGH THE BACNET COMMUNICATIONS THAT
THE VFD HAS FAULTED OR THE AMPS DRAW OF THE PUMP IS LOW. THE
SYSTEM SHALL REPLACE THE MALFUNCTIONING PUMP WITH THE NEXT IN LINE
LAG PUMP. ALL CONTROL SIGNALS SHALL BE TRANSFERRED TO THAT PUMP. AN
ALARM IS TO BE DISPLAYED AT THE ECC.
ECC HS SST
PRIMARY/CONDENSER O,R, PUMP CONTROL
A. AT CHILLER PLANT STAJRT UP, CONCURRENT WITH THE INITIAL START OF THE
PRIMARY CHILLED WATER PUMP, OPEN THE CONDENSER WATER ISOLATION
VALVE OF THE LEAD CHILLER. AFTER THE VALVE END SWITCH PROVES THE
VALVE IS OPEN, START THE LEAD CONDENSER WATER PUMP AND INCREASE ITS
SPEED TO FULL SPEED AT A THE RATE THAT WOULD ATTAJN FULL SPEED IN
ONE MINUTE.
B. UPON THE CHILLER PROVIDED CONDENSER WATER AND CHILLED WATER FLOW
PROVING SWITCHES ESTABLISHING SUFFICIENT FlLOW, THE CHILLER STARTS AND
IS CONTROLLED UNDER THE CHILLER'S OWN CONTROL SYSTEM.
FAULT HANDLING:
A. CHILLED WATER AND CONDENSER WATER PUMPS - FAULT SHALL BE DETECTED
BY THE VFD COMMUNICATING THROUGH THE BACNET COMMUNICATIONS THAT
THE VFD HAS FAULTED OR THE AMPS DRAW OF THE PUMP IS LOW, THE
SYSTEM SHALL REPLACE THE MALFUNCTIONING PUMP WITH THE NEXT IN LINE
LAG PUMP. ALL CONTROL SIGNALS SHALL BE TRANSFERRED TO THAT PUMP, AN
ALARM IS TO BE DISPLAYED AT THE ECC.
GENERAL SHEET NOTES:
1. THE DIAGRAM OF THE CENTRAL CHILLED WATER DISTRIBUTION WAS DERIVED
FROM THE EXISTING BAS GRAPHIC, FlELD VERIFY ARRANGEMENT AND
EQUIPMENT/VALVE TAGGING IN THE FIELD, IN COORDINATION WITH THE CONTROL
SYSTEMS INTEGRATOR.
2, ADD EXISTING PUMPS TO EXISTING CONTROL SYSTEM, COORDINATE WITH VA AND
THE EXISTING CONITROL CONTRACTOR AND FOLLOW EXISTING SEQUENCE OF
OPERATION.
3. THE FACILllY'S CONTROL SYSTEM INTEGRATOR (CSI) MUST BE CONTRACTED
UNDER THIS PROJECT FOR ADDITIONS TO THE EXISTING BAS. THE EXISTING
CONTROL REPRESENTATIVE FOR THE PROJECT AREA IS:
AJNSWORTH (FORMERLY DELTA CONTOLS, INC.)
10 CENTRE DRIVE
MONROE, N.J. 08831
ATTN: SIMON ZHOU
OFFICE #: 908-635-2985
I I
:c==============;:c==========;:==========;l;:========;I i VA I ID□ -;:L':::=================='===::'..::::==========================================================='-'===========-------------=======================:'..'::::================'-'=======~====:'..'::::====-'========:J VA FORM 08-6231
ELECTRICAL
ABBREVIATIONS & SYMBOLS
E-001
MJRMJR
NO. DESCRIPTION DATE
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO: 0499-0120
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
ISSUED FOR BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT EAST ORANGE VAMC
REPLACE PUMPS
FOR CHILLERS
VA EAST ORANGE CAMPUS
561-25-125
Project Director
2025-07-16
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
:,a [L co N r---
"' N I
I r---
L
.c u
"' u
I w
• C:
"' w
I r-- "' w .c [L
.D
" 0 u I
.c u
"' CT>
C
0 -w w N
I a, a, scj-
VA FORM 08-6231
ELECTRICAL ABBREVIATIONS:
1PH
1P 2/C 3/C
3PH
4/C 4W
A/C UNIT
A/E
AAP
AC
ACC
ADDL
ADJ
ADO
A, t,,C t,,F t,,G
AH
AHJ
AIC
ALT
AMB OR A
AMP
ARCH
ASC
AT
ATS
AUTO
AV
BAT
BC
BFF
BIL
BLDG
BPIP
BRKR
BYP
C
CAB
CALC
CAP
CAT
CATV
CCR
CCTV
cd
CD
CF
CF/Cl
CF/0I
CFE
CHW
CHWP
CKT
CKT BRKR
CLF
CLG
CMU
COAX
COMM
COMPT
CONC
CONT
CONTR
COORD
CPT
CRI
CT
CTV
cu
CU FT
CUR
DB
DC
DCP
DEG C
DEG F
DEMO
DIAG
DISC
DISTR
DISTR PNL
DMM
DMR SW
ON
DPDT
DPST
DRSW
OS
DWG
(E)
EC
EG
EGC
EL
ELEC
ELEV
EMCP
EMER
EMI
EMT
ENCL
EPO
EPRF
(ER)
ESMT
EWC
EWH
EXIST
DEVICE MOUNTED ABOVE STD HEIGHT
SINGLE -PHASE
SINGLE POLE
TWO-CONDUCTOR
THREE-CONDUCTOR
THREE-PHASE
FOUR-CONDUCTOR
FOUR-WIRE
AIR CONDITIONING UNIT
ARCHITECT/ENGINEER
ALARM ANNUNCIATOR PANEL
ALTERNATING CURRENT OR ARMORED CABLE
ACCESSIBLE
ADDITIONAL
ADJACENT, ADJOINING
AUTOMATIC DOOR OPENER
AMPERE FRAME OR AMP FUSE
ABOVE FINISHED COUNTER, AUTOMATIC
FREQUENCY CONTROL, OR AVAILABLE FAULT
CURRENT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AMPERE HOUR
AUTHORITY HAVING JURISDICTION
AMPERE INTERRUPTING CAPACITY
ALTERNATE
AMBIENT
AMPERE
ARCHITECT
AMPS SHORT CIRCUIT
AMPERE TRIP
AUTOMATIC TRANSFER SWITCH
AUTOMATIC
AUDIO VISUAL
BATTERY
BARE COPPER
BOARD
BELOW FINISH FLOOR
BASIC INSULATION LEVEL
BUILDING
BOILER PLANT INSTRUMENTATION PANEL
BREAKER
BY PASS
CONDUIT
CABINET
CALCULATE
CAPACITY
CATALOG
COMMUNITY ANTENNA TELEVISION
CONTROL CONTACTOR
CLOSED CIRCUIT TELEVISION
CANDELA
CONSTRUCTION DOCUMENTS
CONTRACTOR FURNISHED
CONTRACTOR FURNISHED/CONTRACTOR INSTALLED
CONTRACTOR FURNISHED/OWNER INSTALLED
CONTRACTOR FURNISHED EQUIPMENT
CHILLED WATER
CHILLED WATER PUMP
CIRCUIT
CIRCUIT BREAKER
CURRENT LIMITING FUSE
CEILING
CONCRETE MASONRY UNIT
COAX CABLE
COMMUNICATION
COMPARTMENT
CONCRETE
CONTINUE
CONTRACTOR
COORDINATE
CONTROL POWER TRANSFORMER
COLOR RENDERING INDEX
CURRENT TRAINSFORMER
CABLE TELEVISION
COPPER
CUBIC FEET
CURRENT
DECIBEL OR DIRECT BURIAL
DIRECT CURRENT
DIMMER CONTROL PANEL
DEGREES CELSIUS
DEGREES FAHRENHEIT
DEMOLITION
DIAGRAM
DISCONNECT
DISTRIBUTION
DISTRIBUTION PANEL
DIGITAL MULTIMETER
DIMMER SWITCH
DOWN
DOUBLE POLE, DOUBLE THROW
DOUBLE POLE, SINGLE THROW
DOOR SWITCH
DISCONNECT SWITCH
DRAWING
EXISTING TO REMAIN
ELECTRICAL CONTRACTOR
EQUIPMENT GROUND
ELECTRICAL GROUNDING CONDUCTOR
ELEVATION
ELECTRIC OR ELECTRICAL
ELEVATOR
EMERGENCY MONITORING CONTROL PANEL
EMERGENCY
ELECTROMAGNETIC INTERFERENCE
ELECTRICAL METALLIC TUBING
ENCLOSURE
EMERGENCY POWER OFF
EXPLOSION PROOF
EXISTING TO BE RELOCATED
EASEMENT
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
EXISTING
FA
FMP
FABL
FABX
FACP
FATC
FC
Fl
FIXT
FLA
FLEX
FLT
FLUOR
FLUOR FIX
FOUTT
FP
FT
FU SW
FVNR
FVR
G OR GNO
GEN
GFCI
GIB
HID
HOA
HP
HT
HZ
IESNA
IMC
INCAND
IR
IWH
J-BOX
kV kVA kVAH kVAR kW kWH kWHM
LED
LF
LM
LP
LPS
LRA
LTCP
LT
LTG
LTG PNL
LTNG
LV
MATV
MAX
MC
MCA
MCB
MCC
MOP
MECH
MG
MH
MIN
MOCP
MLO
MT
MTD
MTG
MTS
MV
MVA
MW
(N)
NA
NEC
NEMA
NEUT OR N
NFPA
NIC
NL
NO
NS
NTS
OC
OD
OL
p
PA
PB
PBPU
PCB
PEC
PED
PEM
PEND
PF
PH
PNL
POD
PT
PTRV
PVC
PWR
FIRE ALARM
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM BELL
FIRE ALARM BOX
FIRE ALARM CONTROL PANEL
FIRE ALARM TERMINAL CABINET
FOOT CAIN OLE
FILM ILLUMINATOR
FIXTURE
FULL LOAD AMPS
FLEXIBLE METALLIC CONDUIT
FLOODLIGHT
FLUORESCENT
FLUORESCENT FIXTURE
TELEPHONE FLOOR OUTLET
FIRE PROTECTION
FEET OR FOOT
FUSED SWITCH
FULL VOLTAGE NON-REVERSING
FULL VOLTAGE REVERSING
GROUND OR GENERATOR
GENERATOR
GROUND FAULT CIRCUIT INTERRUPTER
GROUND TERMINAL BOX
HIGH INTENSITY DISCHARGE
HAND-OFF-AUTOMATIC
HORSEPOWER
HEIGHT
HERTZ
ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA
INTERMEDIATE METAL CONDUIT
INCANDESCENT
INFRARED
INSTANTANEOUS WATER HEATER
JUNCTION BOX
KILOVOLT
KILOVOLT AMPERE
KILOVOLT AMPERE PER HOUR
KILOVOLT AMPERE REACTIVE
KILOWATT
KILOWATT HOUR
KILOWATT HOUR METER
LIGHT EMITTING DIODE
LINEAR FEET (FOOT)
LUMEN
LIGHT POLE
LOW PRESSURE SODIUM
LOCKED ROTOR AMPS
LOCAL TEMPERATURE CONTROL PANEL
LIGHT
LIGHTING
LIGHTING PAINEL
LIGHTNING
LOW VOLTAGE
MASTER AINTENNA TELEVISION SYSTEM
MAXIMUM
METAL-CLAD
MINIMUM CIRCUIT AMPS
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN DISTRIBUTION PANEL
MECHANICAL
MOTOR GENERATOR
MANHOLE
MINIMUM
MAXIMUM OVERCURRENT…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .