CHILLER REPLACEMENT PROJECT
ISSUED FOR BID
MAY 8, 2015
HVAC DRAWING LIST
SHEET NUMBER
SHEET NAME
H2.1
H3.0
H5.1
H5.2
CHILLED WATER FLOW DIAGRAMS
PIPING DEMOLITION PLANS AND SECTION
PIPING NEW WORK PLANS AND SECTION
PIPING ISOMETRIC VIEWS
MECHANICAL RM PIPING DEMO AND NEW
WORK PLANS
PIPING NEW WORK PLANS - ALTERNATE #1
PIPING ISOMETRIC VIEWS - ALTERNATE #1
HVAC SCHEDULES AND DETAILS
HVAC CONTROL DIAGRAM SHEET 1
H5.3
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
H5.4
H5.5
H7.1
H9.1
CURRENT
REVISION
SHEET ISSUE
DATE
CURRENT REVISION DESCRIPTION
E
E
E
E
05/08/15
05/08/15
05/08/15
05/08/15
ISSUED FOR BID
ISSUED FOR BID
ISSUED FOR BID
ISSUED FOR BID
E
05/08/15
ISSUED FOR BID
E
E
E
E
05/08/15
05/08/15
05/08/15
05/08/15
ISSUED FOR BID
ISSUED FOR BID
ISSUED FOR BID
ISSUED FOR BID
ELECTRICAL DRAWING LIST
SHEET NUMBER
SHEET NAME
CURRENT
REVISION
SHEET ISSUE
DATE
CURRENT REVISION DESCRIPTION
E1.1
ELECTRICAL POWER PLAN
E
05/08/15
ISSUED FOR BID
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
6" CHWR
6" CHWR
CONTROL
PANEL
CONTROL
PANEL
6" CHWS
6" CHWS
EXISTING CHILLER TO REMAIN
(ACC-1)
EXISTING CHILLER TO BE REMOVED
(ACC-2)
6" CHWS
6" CHWS
6" CHWS
DRAWING NOTES
HVAC - CHILLED WATER GENERATION FLOW DIAGRAM - DEMOLTION
CHWR TO BLDG.
CHWR FROM BLDG.
SCALE: NONE
AIR VENT (TYPCIAL)
"Y" STRAINER WITH BLOW OFF VALVE, CAP
& CHAIN AND HOSE END CONNECTION
(TYPICAL)
INSTALL 6" VICTAULIC
FLANGE ON CHILLER
CONNECTIONS.
(TYPICAL FOR 2)
TEMP. GAUGE (TYPICAL)
MODEL SFDEJ FLEX
CONNECTOR BY
MASON INDUSTRIES
(TYPICAL)
TI
XXX
PI
XXX
AI
AI
TI
001
CV
001
PRESSURE GAUGE (TYPICAL) PROVIDE
DIELECTRIC NIPPLE CONNECTION TO
STEEL MAIN
TI
XXX
PI
XXX
PI
XXX
BUTTERFLY VALVE
WITH GEAR OPERATOR
(TYPICAL)
TI
001
AI
AI
TI
003
CV
002
6" CHWR
6" CHWR
AI
AI
AI
TI
XXX
TI
002
TI
XXX
GRAPHICS SCALE
TI
003
6" CHWR
CONTROL
PANEL
PI
XXX
TI
XXX
CONTROL
PANEL
TI
004
TI
XXX
NORTH ARROW
TI
002
REGISTRATION
TI
004
6" CHWS
6" CHWS
BALANCE TO 300 GPM
BALANCE TO 300 GPM
EXISTING CHILLER TO REMAIN
(ACC-1)
NEW CHILLER
(ACC-2)
DRAIN VALVE
(TYPICAL)
4" TOR & ANDERSSON STAF
BALANCING VALVE.
PROVIDE 2" PORT
EXTENSIONS TO CLEAR
INSULATION. (TYPICAL)
X" CHWS
6"X"CHWS
CHWS
6"X"CHWR
CHWR
6" CHWS
ISSUED FOR BID
NOTES:
1. PROVIDE A MINIMUM OF (4) WELLS FOR
ATC SENSORS AND PROBES. COORDINATE
CLOSELY WITH OWNER AND ATC
SUBCONTRACTOR.
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2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
HVAC - CHILLED WATER GENERATION FLOW DIAGRAM - NEW WORK
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
CHWR TO BLDG.
SCALE: NONE
CHWR FROM BLDG.
TAE
TAE
TAE
TAE
TAE
12" = 1'-0"
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
CHILLED WATER FLOW
DIAGRAMS
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H2.1
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
1. PRE-BALANCE OF THE CHILLED WATER SYSTEM IS REQUIRED
BEFORE ANY DEMO. SEE BALANCING SPEC FOR ADDITIONAL
REQUIREMENTS.
EXISTING CHILLER TO BE
REMOVED AND DISPOSALED
OFF SITE. REFIGERATION TO BE
REMOVED AND DISPOSALED
OFF SITE.
EXISTING TRANE
RTAA-1254-YT01
TO REMAIN
EXISTING PAD TO BE
REMOVED, DISPOSALED
AND REINSTALLED AS
PART OF ALTERNATE #3
PRICING. ALL SOIL
TESTING AND
COMPACTION COSTS
ALONG WITH TESTING
AND INSPECTION OF
CONCRETE COSTS TO BE
INCLUDED IN ALTERNATE
#3 PRICING.
6" CHWR TO
BE REMOVED
6" CHWS TO
BE REMOVED
DRAWING NOTES
REMOVE EXISTING 6"
CHILLED WATER RETURN
DOWN TO 6" FROM
FINISHED GRADE
REMOVE EXISTING 6"
CHILLED WATER SUPPLY
DOWN TO 6" FROM
FINISHED GRADE
EXISTING CHILLER
(CH-1)
EXISTING CHILLER
(CH-2)
GRAPHICS SCALE
2'
2
0'
2'
4'
H3.0
SCALE: 1/2" = 1'-0"
CHILLER PIPING - DEMOLITION PLAN
1/2" = 1'-0"
NORTH ARROW
REGISTRATION
Level 2
10' - 0"
6"ø
ISSUED FOR BID
CHWS
6"ø
CHWR
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5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
Level 1
0' - 0"
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
EXISTING 6" CHWR
(FROM BUILDING)
EXISTING 6" CHWS
(TO BUILDING)
1/2" = 1'-0"
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
SECTION 2
1/2" = 1'-0"
PIPING DEMOLITION PLANS
AND SECTION
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H3.0
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
ALTERNATE #2
6" DIAMETER CONCRETE
BOLLARD, 6'-0" MINIMUM
LENGTH, PAINTED
YELLOW. INSTALL
BELOW FROST LINE PER
MANUFACTURERS
RECOMMENDATION
(TYPICAL).
LABEL EXISTING PIPING: "CHWR FROM BLDG" AND "CHWS TO
BLDG"
4' - 0" MAX
PURCHASE NEW CONDENSOR
COIL PROTECTION SCREENS
FROM CHILLER MANUFACTURER
AND INSTALL IN FIELD
BEFORE REMOVAL OF ANY PIPING, CONTRACTOR SHALL CONFIRM
CHILLED WATER SUPPLY AND CHILLED WATER RETURN INSIDE
AND OUTSIDE OF THE BUILDING AND MARK THE EXISTING PIPING
AT THE GROUND LEVEL BEFORE REMOVAL.
NEW 6" CHWR
(INLET CONNECTION)
CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY
UNDERGROUND DAMAGE THAT
OCCURS AS A RESULT OF
INSTALLING ANY NEW
CONCRETE FOOTINGS FOR THE
PIPE SUPPORTS
DRAWING NOTES
NEW 6" CHWS
(OUTLET CONNECTION)
EXISTING CHILLER
(CH-1)
CONNECT NEW 6" CHWR
TO EXISTING 6" CHWR
NEW PIPE SUPPORT.
SEE DETAIL DWG H7.1
CONTRACTOR TO CONFIRM
LOCATION & QUANTITY
BASED ON PIPE SUPPORT
REQUIREMENTS
6"ø CHWR
NEW CHILLER
(CH-2)
CONNECT NEW 6" CHWS TO
EXISTING 6" CHWS
6"ø CHWS
1
H5.1
GRAPHICS SCALE
CHILLER PIPING - NEW WORK PLAN
1/2" = 1'-0"
2'
0'
2'
4'
SCALE: 1/2" = 1'-0"
NORTH ARROW
REGISTRATION
Level 2
10' - 0"
ISSUED FOR BID
8' - 0"
4" CHWR
INLET (HIGH)
6"ø CHWR
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5/08/15
5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
6"ø CHWS
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
Level 1
0' - 0"
1/2" = 1'-0"
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
SECTION 1
1/2" = 1'-0"
PIPING NEW WORK PLANS AND
SECTION
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H5.1
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
ALTERNATE #4
INSTALL CHAIN LINK PRIVACY SLATS FENCESCREEN 3000
SERIES SINGLE WALL SLAT ON 205' OF 8' FENCING
(INCLUDING GATES) AROUND CHILLERS. SUBMIT SAMPLE
AND COLOR CHART TO CCRI & ENGINEER FOR APPROVAL.
NEW WORK ISOMETRIC VIEW - 1
1/2 " = 1' -0"
DRAWING NOTES
1. REFER TO DWG. H2.1 FOR ADDITIONAL PIPING INLINE DEVICES
AND VALVE REQUIREMENTS.
CHILLER TO BE INSTALLED ON RUBBER
ISOLATIONS PROVIDED WITH CHILLER
GRAPHICS SCALE
2'
0'
2'
4'
SCALE: 1/2" = 1'-0"
NORTH ARROW
REGISTRATION
ISSUED FOR BID
E
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5/08/15
5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
DRF.'D DES.'D
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
SCALE:
PROJECT NAME:
NEW WORK ISOMETRIC VIEW - 2
1/2" = 1' -0"
NEW WORK ISOMETRIC VIEW - 3
1/2" = 1' -0"
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
PIPING ISOMETRIC VIEWS
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H5.2
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
EXISTING TRANE
CONTROL PANEL
6"ø CHWR
6"ø CHWR
DRAWING NOTES
6"ø CHWS
6"ø CHWS
NEW PUMP VFD's.
RELOCATE EXISTING
THERMOSTAT AS NEEED
TO MAKE SPACE
6"ø CHWS
FM
6"ø CHWR
001
AS-1
REMOVE EXISTING
AIR SEPARATOR
300
FLOW METER DIGITAL
DISPLAY. MOUNT 6'-0"
FROM FINISHED FLOOR
MOUNT IN 6" VERTICAL CHWS
PIPE APPROX. 15'-0" FROM
FINISHED FLOOR. SEE SPECS
FOR TYPE.
6"ø CHWR
NEW FIELD CONTROLLER
FOR CHILLER PLANT
6"ø CHWS
GRAPHICS SCALE
2'
0'
2'
4'
CHWP-1
SCALE: 1/2" = 1'-0"
300
REMOVE
EXISTING PUMPS
EXISTING TRIDIUM
CONTROL PANELS
EXISTING TRIDIUM
CONTROL PANELS
CHWP-2
NORTH ARROW
300
REGISTRATION
RE-CONNECT CHEMICAL
BYPASS FEEDER LINES
REFER TO DETAIL ON
H7.1 FOR PUMP TRIM
CONTRACTOR TO CONFIRM ADEQUATE
SPACE IS BEING PROVIDED BEFORE
PURCHASING PUMP. SUBMIT DETAILED
PIPING DRAWING TO ENGINEER FOR
APPROVAL.
ISSUED FOR BID
E
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5/08/15
5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
1/2" = 1'-0"
SCALE:
PROJECT NAME:
MECHANICAL ROOM DEMO PLAN
1/2" = 1'-0"
MECHANICAL ROOM NEW WORK PLAN
1/2" = 1'-0"
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
MECHANICAL RM PIPING DEMO
AND NEW WORK PLANS
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H5.3
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
DRAWING NOTES
PIPE EL. 8'-0"
FROM FINISHED
GRADE
6"ø CHWR
CHILLER PIPING - NEW WORK PLAN ALTERNATE #1
1/2" = 1'-0"
6"ø CHWR
6"ø CHWS
6"ø CHWS
PIPE EL. 10'-6"
FROM FINISHED
GRADE
GRAPHICS SCALE
2'
0'
2'
4'
SCALE: 1/2" = 1'-0"
NORTH ARROW
REGISTRATION
PIPE HANGERS
AS NEEDED
PIPE EL. 14'-0 "
FROM FINISHED
GRADE
6"ø CHWR
6"ø CHWS
ISSUED FOR BID
E
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B
A
5/08/15
5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
EXISTING CHWR
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
EXISTING CHWS
1/2" = 1'-0"
SCALE:
EXISTING PIPING TO BE REMOVED
DOWN TO PIT WALL. APPROXIMATELY
4'-6" BELOW FLOOR TO POINT OF
CONNECTION. PATCH AND SEAL OLD
PIPE WALL PENETRATIONS.
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
PIPE EL. 10'-6"
FROM FINISHED
GRADE
DRAWING NAME:
PIPING NEW WORK PLANS ALTERNATE #1
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H5.4
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
NEW WORK ISO VIEW 1 - ALTERNATE #1
DRAWING NOTES
GRAPHICS SCALE
2'
0'
2'
4'
SCALE: 1/2" = 1'-0"
NORTH ARROW
NEW WORK ISO VIEW 2 - ALTERNATE #1
REGISTRATION
ISSUED FOR BID
E
D
C
B
A
5/08/15
5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
DRF.'D DES.'D
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
PIPING ISOMETRIC VIEWS ALTERNATE #1
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H5.5
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
AIR COOLED CHILLER SCHEDULE
GENERAL DATA
EVAPORATOR DATA
TAG NO.
DESIGN
BASIS
MODEL NO.
BUILDING SERVED
AREA LOCATED
DESIGN
DUTY
CHILLER TYPE
REFRIGERANT TYPE
CH-2
TRANE
CGAM130
CCRI
OUTSIDE
130 TONS
AIR COOLED SCROLL
R410A
1
REFRIGERANT
CHARGE
224 LBS
GENERAL NOTES
ELECTRICAL DATA
FULL LOAD
EFFICIENCY @
ARI CONDITIONS
IPLV
COMPRESSOR
QUANTITY
CONDENSER
FAN QUANTITY
GPM
EWT
(°F)
LWT
(°F)
FOULING
FACTOR
% PROPYLENE
GLYCOL (BY
VOLUME)
PRESSURE
DROP
(FT. WATER)
ARRANGEMENT
MCA
MOCP
RATED LOAD
AMPS (EACH
COMP.)
LOCKED ROTOR
AMPS (EACH
COMP.)
VOLTS
PHASE
HZ
OPERATING
WEIGHT
(LBS.)
10.3
16.6
6
10
290
54
44
0.0001
0
7.90
2 PASS
261.10
300
133
215
460
3
60
8,000
REMARKS
1
PROVIDE WITH THE FOLLOWING:
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
SINGLE POINT POWER CONNECTION
DUAL REFRIGERANT CIRCUITS
SUCTION SERVICE VALVES
150 PSI NEMA-3 (SEALED) FLOW SWITCH (FLD)
15A 115V CONVENIENCE OUTLET (60 HZ)
(5) YEAR PARTS AND LABOR COMPRESSOR WARRANTY FROM DATE OF ACCEPTANCE OF CHILLER SYSTEM (ESTIMATED TO BE APRIL 1st, 2016).
START UP WITH FACTORY TECHNICIAN
LOW AMBIENT OPTION
CIRCUIT BREAKER
ELASTOMERIC VIBRATION ISOLATORS
"Y" DELTA STARTER
REFER TO SPECIFICATION 42645-15685 FOR ADDITIONAL REQUIREMENTS
PROVIDE (2) YEARS OF PM SERVICE FOR THE CHILLER SYSTEM BEGINNING AFTER CHILLER STARTUP AND COMMISSIONING.
SERVICE SHALL BE PERFORMED BY A FACTORY AUTHORIZED VENDOR PER THE MANUFACTURERS OPERATION & MAINTENANCE MANUAL AS A MINIMUM.
SERVICE TO INCLUDE ANNUAL CONDENSER COIL CLEANING, STARTUP OPERATION AND SEASONAL SHUTDOWN WITH MID-SEASON OPERATIONAL (INCLUDING OIL ANALYSIS).
THIS SHALL INCLUDE 24 HOUR - 7DAYS/WEEK EMERGENCY SERVICE COVERAGE.
AIR SEPARATOR SCHEDULE
GENERAL DATA
TAG NO.
DESIGN
BASIS
MODEL NO.
AREA SERVED
AS-1
BELL & GOSSETT
R-GFB
CHILLED WATER
1
2
INTEGRAL AIR VENT & BLOWDOWN
VALVE
125 PSIG ASME TANK
3
A.
B.
SEPARATOR
SIZE
6"
MAX.
FLOW
(GPM)
DESIGN
FLOW
(GPM)
WPD
(FT.)
TANK
HEIGHT
(IN.)
TANK
DIAMETER
(IN.)
CONNECTI
ON
TYPE
700
300
1.0
44 1/16"
18"
FLANGE
REMARKS
1
2
3
ADDITIONAL ACCEPTABLE MANUFACTURERS:
TACO
ARMSTRONG
PUMP SCHEDULE
DESCRIPTION
PUMP DATA
MOTOR DATA
TAG NO.
DESIGN
BASIS
MODEL NUMBER
LOCATION
PUMP TYPE
SERVICE
FLOW
(GPM)
HEAD
(FT.)
PUMP
EFFICIENCY
% PROPYLENE
GLYCOL
IMPELLER
DIAMETER
(IN.)
CONNECTION
SIZES
(SUCT. & DISCH.)
MAXIMUM
PUMP BASE
DIMENSIONS
MOTOR
BHP
MINIMUM
MOTOR
HP
MINIMUM
MOTOR
EFFICIENCY
PUMP
RPM
POWER
V-Hz-∅
CHWP-1
BELL & GOSSETT
1510 - 3E
MECHANICAL ROOM
BASE MOUNTED
CHILLED WATER SYSTEM
290
105
73%
0
10.50
3" x 4"
42 1/4" x 16"
10.20
15
89.5%
1760
460-3-60
1
2
3
4
CHWP-2
BELL & GOSSETT
1510 - 3E
MECHANICAL ROOM
BASE MOUNTED
CHILLED WATER SYSTEM
290
105
73%
0
10.50
3" x 4"
42 1/4" x 16"
10.20
15
89.5%
1760
460-3-60
1
2
3
4
1
PROVIDE WITH THE FOLLOWING:
1. PREMIUM EFF. TEFC
MOTORS
2
OTHER ACCEPTABLE MANUFACTURERS:
3 MOTORS TO BE VFD COMPATIBLE WITH GROUNDING BRUSH.
REMARKS
4 PUMP BASE SIZE CANNOT EXCEED SPECIFIED DUE TO
CONFLICT WITH EXISTING EQUIPMENT.
1. TACO
2. BELL AND GOSSETT
DRAWING NOTES
SPRING HANGERS FIRST 3 HANGERS OR 50'
HORIZONTAL HANGERS ADJUSTED FOR NO
LOAD ON PUMP FITTINGS
4' - 8"
6" THICK REINFORCED
CONCRETE
SLAB W/ #4 @ 12" O.C. EACH WAY
6" Ø
6" Ø
Level 2
10' - 0"
GRADE
GALVANIZED CLEVIS
PIPE HANGER
1'-0"
4"
T.O. CONC. PAD
LUG BODY
BUTTERFLY VALVE
SEE PLANS FOR LOCATION
LINE SIZE BALANCING VALVE. STRAIGHT RUN
REQUIREMENTS: 10 PIPE DIAMETERS UPSTREAM
AND 2 PIPE DIAMETERS DOWNSTREAM. SEE
NOTE 2 AND SPECS. TRIPLE DUTY TYPE VALVES
WILL NOT BE ACCEPTABLE.
CONT. #4
@ BOT.
6"
8" MIN.
COMPACTED
GRAVEL
SPOOL
PIECE
6"
10' - 0"
GLOBE TYPE SILENT
CHECK VALVE
6" Ø
6" Ø
GRAPHICS SCALE
FOUNDATION NOTES:
4" HSS - TUBE STEEL
FLEX CONNECTORS
MASON MODEL SFDEJ
WITH CONTROL PODS
1. ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE CLEARED FROM THE SLAB FOOTPRINT.
1/4" SS
TUBING
2. ALL SOIL SUPPORTED SLABS SHALL BE FOUNDED UPON COMPACTED NATURAL SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A SAFE BEARING CAPACITY OF
NOT LESS THAN 3000 PSF.
ALL EXPOSED PIPE
SUPPORTS &
FASTENERS TO BE
GALVANIZED STEEL
3" x 6" INCREASER
AS REQUIRED
3" Ø
3. A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON EACH TYPE OF SOIL TO BE COMPACTED.
FULL SIZE SUCTION
DIFFUSER W/STRAINER
6" x 4"
4. SOIL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 IN LIFTS NOT TO EXCEED 6" LOOSE DEPTH.
BLOW DOWN
COUPLING
GUARD
NORTH ARROW
4"Ø
REGISTRATION
5. FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB TO VERIFY COMPACTION.
6. NO SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER OR ICE.
EXISTING CONCRETE
HOUSE KEEPING PAD
6" ABOVE GRADE
0' - 6"
8" x 8" x 1" BASE PLATE
CONCRETE NOTES:
Level 1
0' - 0"
12" Ø x 3'6"
CONCRETE COLUMN
1.
ALL CONCRETE SHALL CONTAIN AN APPROVED AIR ENTRAINING ADMIXTURE AND SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI. AIR CONTENT
SHALL BE 6% TO
8%.
2.
A SET OF FOUR (4) CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON EACH DAY. ONE CYLINDER SHALL BE BROKEN
AT 7 DAYS, TWO AT 28 DAYS, AND ONE AT 56 DAYS. A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE
ARCHITECT.
3.
NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.
4.
ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE.
NOTE:
1.
CONTRACTOR TO SUBMIT PAD DETAIL WITH R.I. P.E. STRUCTURAL STAMP.
2.
P.E. THAT DESIGNS PAD SHALL WITNESS AND APPROVE THE INSTALLATION OF THE CONCRETE PAD INCLUDING APPROVAL OF THE CONCRETE BEFORE IT IS POURED IN PLACE.
NOTES:
1. PROVIDE ABRASIVE SEPARATORS FOR MECHANICAL SEALS.
2. PROVIDE 3'-0" MIN. STRAIGHT RUN OF PIPE UPSTREAM AND
2'-0" MIN. DOWNSTREAM OF BALANCING VALVE.
3. ALL NEW BASE MOUNTED PUMPS SHALL BE GROUTED AND
BOLTED IN PLACE AS RECOMMENDED BY PUMP
MANUFACTURER'S INSTALLATION AND OPERATING MANUAL.
PIPING SUB-CONTRACTOR TO PROVIDE AND INSTALL GROUT.
NOTE: DETAIL SHOWN FOR ESTIMATING PURPOSES ONLY.
CONTRACTOR SHALL HIRE A RHODE ISLAND P.E.
STRUCTURAL ENGINEER TO DESIGN PIPE SUPPORTS.
SUBMIT DETAIL TO ENGINEER OF RECORD FOR APPROVAL
TYPICAL PIPE SUPPORT DETAIL
3/4" = 1'-0"
TYPICAL CONCRETE PAD DETAIL - ALTERNATE #3
TYPICAL BASE MOUNTED PUMP DETAIL
SCALE: NONE
SCALE: NONE
ISSUED FOR BID
E
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5/01/15
3/12/15
3/10/15
2/26/15
REV.
DATE
JDL
JDL
JDL
JDL
JDL
TAE
TAE
TAE
TAE
TAE
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
As indicated
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
HVAC SCHEDULES AND
DETAILS
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H7.1
E
CONFIDENTIALITY STATEMENT
THIS DOCUMENT IS THE PROPERTY OF ARDEN ENGINEERING
CONSTRUCTORS, LLC. INFORMATION AND DATA CONTAINED HEREIN ARE
PROPRIETARY AND CONFIDENTIAL. THIS INFORMATION SHOULD NOT BE
DISCLOSED TO ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN
CONSENT OF ARDEN ENGINEERING CONSTRUCTORS, LLC
GENERAL NOTES
EXISTING TRANE
CHILLER
CONTROL
PANEL TO BE
REMOVED
EXISTING TRANE CONTROLLER AND
CHILLER CONTROL POINTS TO BE
INTEGRATED INTO THE EXISTING
TRIDIUM BUILDING CONTROL SYSTEM
NEW FIELD
CONTROLLER
FOR CHILLERS
TRIDIUM
FRONT END
TI
XXX
PI
XXX
CHILLER/PUMP HARD
WIRE INTERLOCKS
INTEROCKS
AI
AI
TI
001
CV
001
PI
XXX
TI
XXX
PI
XXX
CHILLER/PUMP HARD
WIRE INTERLOCKS
TI
001
TI
003
CV
002
PI
XXX
6" CHWR
DI
AI
DO
CONTROL
PANEL
AI
TI
003
6" CHWR
TI
XXX
AI
TI
002
TI
XXX
NEW HARD WIRE
INTERLOCKS INTO
CHILLED WATER
PUMPS
DI
AI
DO
CONTROL
PANEL
TI
XXX
TI
XXX
TI
004
TI
002
TI
004
6" CHWS
6" CHWS
BALANCE TO 300 GPM
BALANCE TO 300 GPM
EXISTING CHILLER TO REMAIN
(ACC-1)
NEW CHILLER
(ACC-2)
6" CHWS
6" CHWS
6" CHWR
DRAWING NOTES
NEW CHILLED WATER FLOW METER
PROVIDED BY THE ATC SUB AND INSTALLED
BY THE PIPING SUB. ATC SUB TO PROVIDE
WELDOLETS OR THREADOLETS AS NEEDED
TO THE PIPING SUB. ATC SUB TO VERIFY
LOCATION OF THE FLOW METER TO ENSURE
IT HAS THE PROPER UPSTREAM AND
DOWNSTREAM DIAMETERS FOR AN
ACCURATE READING. SEE PLANS FOR
LOCATION.
DISP.
PANEL
FT
001
AI
FM
001
(250-600 GPM)
CHWR FROM BLDG.
PI
XXX
CHWS TO BLDG.
HVAC - CHILLED WATER SYSTEM CONTROL DIAGRAM
SCALE: NONE
6" CHWS
6" CHWS
M
CHWP-1
AI
GRAPHICS SCALE
VFD
AO
PI
XXX
DI
0-160 PSIG
6" CHWS
CHILLED WATER SYSTEM CONTROL SEQUENCE
6" CHWS
NORTH ARROW
ATC SCOPE OF WORK SEQUENCE
REGISTRATION
M
1. CHILLER CONTROLS
A. THE PACKAGED AIR COOLED CHILLERS SHALL BE CONTROLLED BY THEIR OWN INTEGRAL
CONTROL PACKAGE SET UP TO MAINTAIN A LEAVING WATER TEMPERATURE OF 42°F.
TEMPERATURE SETPOINT SHALL BE DONE VIA THE BMS.
B. THE BMS SHALL ENABLE AND DISABLE EACH CHILLER FROM THE FRONT END ALONG WITH
THE ABILITY TO STAGE ON EACH CHILLER. UPON DISABLING OR ENABLING A CHILLER, THE
RESPECTIVE CHILLER ISOLATION CONTROL VALVES SHALL OPERATE PER THE
FOLLOWING:
1. CV-1 SHALL BE OPENED AND CV-2 CLOSED WHEN CH-1 IS ENABLED.
2. CV-2 SHALL BE OPENED AND CV-1 CLOSED WHEN CH-2 IS ENABLED.
3. ONCE ENABLED THE LAG CHILLER ISOLATION VALVE SHALL OPEN (50% AJUSTABLE). AT THE SAME TIME THE LEAD CHILLER SHALL BE INITIATED FOR
SHUTDOWN. ONCE THE CHILLER HAS SAFELY SHUT DOWN, THE RESPECTIVE
ISOLATION VALVE SHALL CLOSE AND THE LAG CHILLER ISOLATION VALVE SHALL
FULLY OPEN. ONCE THE LAG CHILLER DETECTS FLOW, THE CHILLER SHALL BEGIN
TO STAGE ON COOLING.
C. THE BMS SHALL LEAD/LAG THE CHILLERS AND PROGRAM AN EQUAL RUNTIME SCHEDULE
FOR EACH CHILLER.
D. IF THE LEAD CHILLER FAILS, THE LAG CHILLER SHALL AUTOMATICALLY BE ENABLED.
FAILURE SHALL BE DETERMINED VIA A HIGH LEAVING WATER TEMPERATURE OF 50°F
(ADJUSTABLE).
E. NEW TEMPERATURE SENSORS SHALL BE INSTALLED FOR THE CHILLER SUPPLY AND
RETURN TEMPERATURES AS INDICATED ON THIS DRAWING (TT-001 AND TT-004)
F. PROVIDE SOFTWARE FIELD DEVICES AND FRONT END MODIFICATIONS AS REQUIRED TO
SEND E-MAIL ALERTS (24/7 - 7 DAYS/WEEK) IF A CHILLER/PUMP FAILURE OCCURS.
2. NEW CHILLED WATER PUMP CONTROL (CHWP-1 AND 2)
A. VFD'S SHALL BE PROVIDED FOR EACH PUMP. THE LEAD PUMP SHALL OPERATE
CONTINUOUSLY AND BE CONTROLLED TO MAINTAIN A GPM FLOW RATE OF 290.
B. THE MINIMUM PUMP SPEED OF THE VFD'S WILL BE SET TO MAINTAIN A MINIMUM FLOW OF
290 GPM THRU THE LEAD CHILLER AS MEASURED FROM THE FLOW METER FM-001 SERVING
THE MAIN CHILLER LOOP.
C. THE VFD'S SHALL HAVE THE ABILITY TO LEAD/LAG CONTROL THE PUMPS AND PROGRAM
AN EQUAL RUNTIME SCHEDULED FOR EACH PUMP SUCH THAT THEY SWITCHOVER EVERY
WEEK.
D. THE BMS MAY OVERRIDE THE LEAD LAG PUMP STAGING IN THE OPERATOR WORKSTATION.
THE OPERATOR HAS THE ABILITY TO OVERRIDE ANY PROGRAM FUNCTION (i.e. PUMP
START/STOP AND SPEED SETTING).
E. THE CHILLER PUMPS CHWP-1 & CHWP-2 SHALL BE STARTED & STOPPED VIA THE TRIDIUM
CONTROL PANEL AND HARD WIRE INTERLOCKS INTO THE CHILLER PANELS (IF NEEDED).
ATC SUBCONTRACTOR TO WORK WITH THE CHILLER START-UP TECHNICIAN.
3. EXISTING TRANE CHILLER CONTROLS
A. THE EXISTING TRANE CHILLER CONTROL PANEL SHALL BE REMOVED AND ALL CHILLER
CONTROL POINTS MOVED ONTO THE TRIDIUM BUILDING CONTROL SYSTEM.
1. HVAC CONTROLS AND ELECTRICAL
CHWP-2
A. HVAC CONTROLS AND ELECTRICAL SCOPE OF WORK
1. PROVIDE AND INSTALL ALL CONTROL DEVICES, WIRING, INTERLOCKS, RELAYS,
TRANSFORMERS, FLOW SWITCHES, TEMPERATURE SENSORS, HIGH LIMITS, LOW
WATER CUT-OFFS, PANELS, ETC. INSTALLATION, START UP, AND COMMISSIONING
FOR FULLY OPERATIONAL CONTROL SYSTEMS.
2. PROVIDE AND INSTALL ALL CONTROL DEVICES AS INDICATED ON THE HVAC
CONTROL DIAGRAMS.
3. PROVIDE AND INSTALL POWER WIRING FOR ALL NEW CONTROL PANELS, PUMPS,
FANS AND FIELD DEVICES AS INDICATED ON THE CONTROL DIAGRAM.
4. CONNECT INTO THE LOCAL 120V-PH ELECTRICAL PANELS. PROVIDE ALL NEW
CIRCUIT BREAKERS NEEDED FOR THE NEW INSTALLATION.
5. CONTROLS CONTRACTOR SHALL HAVE AT LEAST 5 YEARS EXPERIENCE
INSTALLING DDC BLDG AUTOMATION SYSTEMS.
6. INSTALLATION OF ALL UNDERGROUND CONTROL WIRING (IN CONDUIT) FROM
OUTSIDE CHILLER AREA TO INSIDE THE BUILDING. ALL EXCAVATING, BACKFILLING,
ETC. TO INSTALL THE CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE
ATC CONTRACTOR.
AI
VFD
AO
DI
B. CONTROL WIRING
1. ALL ELECTRIC WIRING, LOW VOLTAGE POWER WIRING, AND WIRING CONNECTIONS
REQUIRED FOR THE INSTALLATION OF THE TEMPERATURE CONTROL
SYSTEM, AS SPECIFIED HEREIN, SHALL BE PROVIDED BY THE INSTALLING
CONTRACTOR UNLESS SPECIFICALLY SHOWN ON THE ELECTRICAL DRAWINGS.
2. ALL POWER AND CONTROL WIRING SHALL COMPLY WITH ALL REQUIREMENTS OF
THE LOCAL AND NATIONAL ELECTRICAL CODE.
3. ALL CONTROL WIRING SHALL BE INSTALLED TO MEET STATE AND LOCAL CODES.
INSTALL CONTROL WIRING IN CONDUIT EXPOSED IN MECHANICAL ROOMS.
4. ALL POWER WIRING SHALL BE RUN IN CONDUIT.
5. ALL POWER WIRING SHALL BE INSTALLED AND SIZED BY THE NATIONAL ELECTRIC
CODE.
6. ALL CONTROL AND POWER WIRING SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN IN THE STATE OF RHODE ISLAND WITH THE PROPER PROJECT
PERMITS. THE FINAL INSTALLATION SHALL BE APPROVED BY THE CITY
ELECTRICAL INSPECTOR.
7. CONDUIT:
- NO CONDUIT, FOR ANY PART OF THE ATC SYSTEM, SHALL BE SMALLER THAN 1/2"
IN SIZE. NO CONDUIT SHALL HAVE MORE THAN (4) 90° BENDS IN ANY ONE RUN AND
WHERE NECESSARY, PULL BOXES SHALL BE PROVIDED.
- FLEXIBLE STEEL CONDUIT SHALL BE USED FOR CONNECTION TO ALL ATC
EQUIPMENT/DEVICES AND MOTORS. ALL FLEXIBLE CONNECTIONS SHALL INCLUDE
A GROUNDING CONDUCTOR FROM THE OUTLET BOX TO THE EQUIPMENT BEING
CONNECTED. FLEXIBLE STEEL CONDUIT EXPOSED TO THE WEATHER SHALL BE
LIQUID TIGHT.
ISSUED FOR BID
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3/10/15
2/26/15
REV.
DATE
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JDL
JDL
JDL
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D. ACCEPTABLE MANUFACTURERS
1. TRIDIUM OPEN PROTOCOL CONTROLS TO MATCH EXISTING TRIDIUM NIAGRA FRONT
END. PROVIDE BACNET MSTP INTERFACE CAPABILITY.
ISSUED FOR BID
REISSUED FOR CLIENT REVIEW
ISSUED FOR STATE REVIEW
REISSUED FOR CLIENT REVIEW
CLIENT REVIEW
DRF.'D DES.'D
PURPOSE OF ISSUE/REVISION
505 NARRAGANSETT PARK DR
PAWTUCKET, RI 02861
WWW.ARDENENG.COM
TEL (401) 727-3500
FAX (401) 727-3540
C. SUBMITTALS REQUIRED
1. SUBCONTRACTOR QUALIFICATIONS
2. COMPUTER GENERATED CONTROL DIAGRAMS AND CONTROL SEQUENCES
3. CATALOG CUT SHEETS ON ALL FIELD DEVICES AND WIRING
4. COMMISIONING, START UP PROCEDURES, AND SIGN OFF SHEETS SHOWING PIONT
BY POINT CHECK OUT
TAE
TAE
TAE
TAE
TAE
12" = 1'-0"
SCALE:
PROJECT NAME:
CCRI CHILLER REPLACEMENT
PROJECT
DRAWING NAME:
HVAC CONTROL DIAGRAM
SHEET 1
ARDEN PROJECT NUMBER
DRAWING NUMBER
REVISION NUMBER
46245
H9.1
E
Plotter: NONE CTB File: FO 2008 MONO.CTB
File Path: J:\DWG\P2014\1126\A10\MEP\Electrical\20141126A10_ELE01.dwg Layout: E1.1 Plotted: Wednesday, May 06, 2015 - 11:1 AM User: SIRONS
1/4" = 1'-0"
20141126.A10
CCRI
CHILLER REPLACEMENT PROJECT
ELECTRICAL - POWER PLAN
Electrical Power Plan
SCALE: 41" =1' - 0"
46245
E1.1
E