23008 Carbondale Chiller Drawings Final (1).pdf
PDF 9 MB Posted
- Solicitation number
- 47PF0024R0022
About this file
This solicitation requests proposals to replace existing water cooled chillers and associated equipment at the Senator Paul Simon Federal Building located in Carbondale, Illinois. The project includes replacing chillers, cooling towers, pumps, piping, controls, motor control center and associated concrete foundations and metal fencing. Minor site regrading and a slab-on-grade are also included. The General Services Administration Public Buildings Service Region 5 is the contracting agency. Proposals are due by the date specified in the solicitation and the contract will be awarded thereafter. Pricing terms and project specifications adhere to customary government contracting standards.
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GSA PROJECT #: GS-05-P-17-SC-D-0006
DATE: DECEMBER 14, 2023
PCN #: RIL11917
SCHEDULE OF DRAWINGS SPRINGFIELD
CHICAGO
ST. LOUIS
13 13
CARBONDALE , ILLLINOIS
PROJECT LOCATION
STATE LOCATION PLAN
VICINITY MAP
NORTH
250 W CHERRY ST.
PROJECT LOCATION
FINAL SUBMITTAL
6'-11 2" 1'-6"
9" 9" 1'-6"
9"9"
9" 5'
-4 3 4"
2' -6
5'
-4 3 4"
9"
℄BEAM
'-3
1 2"
℄BEAM
℄BEAM
℄BEAM
2'-0"2'-0"
9" 9"
6'-11 2" 1'-6"
9" 9" 1'-6"
9"9"
9" 5'
-4 3 4"
3' -9
7 16
5' -4
3 4" 9"
23 4" 23 4"
23 4" 23 4"
*5 '-1
17 8" 3'
-2 5 16
*5 '-1
17 8"
*13 16
*13 16
*13 16
*13 16
*2" *2'-113 4" *2"*2'-113
4"*2'-2"
W12x40
W12x40
W12x40
W12x40
C 8x
.5
1"
C 8x
.5
1"
C 8x
.5
1"
C 8x
.5
1"
℄BEAM
℄BEAM
℄BEAM
℄BEAM
9"9"
1'-6"
4"Øx24" ANCHOR BOLTS
WITH HEX NUT.
PROJECT 4"
THREAD 3"
SCALE: 1"=1'-0
ANCHOR BOLT PLAN 5
23 4"
CONCRETE FOUNDATION
WALL BELOW
B
E A
M
*2'-113 4"
S101
UNIT
OUTLINE
SCALE: 1"=1'-0
* - SEE NOTE C1
BOLT PLAN
COOLING TOWER
* - SEE NOTE C1
COOLING TOWERS - CT-1 AND CT-2
DESIGN LOADS
G1. CONTRACTOR SHALL VERIFY EXTERIOR GRADE ELEVATIONS, FLOOR ELEVATIONS
CONTRACTOR BEFORE COMMENCING CONSTRUCTION.
G2. ALL DIMENSIONS AFFECTED BY NEW CONSTRUCTION TO BE VERIFIED BY
AND ALL DIMENSIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
GENERAL
IF DISCREPANCIES BETWEEN SAID DRAWINGS EXISTS THE A/E SHALL BE
CONTACTED IMMEDIATELY TO RESOLVE THE DISCREPANCY.
S10. TEMPORARY BRACING OF UNSTABLE STRUCTURAL FRAMING, DUE TO
CONSTRUCTION SCHEDULING, SHALL BE PROVIDED BY THE CONTRACTOR.
STEEL PLATES, CHANNELS AND ANGLES. FY = 50 KSI.
MISCELLANEOUS STEEL WORK.
STRUCTURAL STEEL
AND SHALL CONFORM TO AWS SPECIFICATIONS.
UNLESS NOTED OTHERWISE. VERIFY WITH COOLING TOWER MANUFACTURER.
S6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325N, 5/8 INCH DIAMETER,
S8. ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS, WITH E70XX ELECTRODES,
S7. ALL THREADED RODS SHALL CONFORM TO ASTM F1554, GRADE 36 KSI.
TO ASTM A 36. FY = 36 KSI.
S5. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36 KSI.
S2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 GRADE 50, EXCEPT
STEEL FOR BUILDINGS, FOURTEENTH ADDITION, AISC SHALL GOVERN ALL STRUCTURAL AND
S1. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
S4. STRUCTURAL STEEL PLATES, CHANNELS AND ANGLES SHALL CONFORM
LOADS, INCLUDING BEAMS SUPPORTING COLUMNS OR RUNNING OVER THE TOPS OF COLUMNS, OR S9. PROVIDE WELDED BEAM STIFFENER PLATES ON BOTH SIDES OF WEB AT POINT OF CONCENTRATED
1/2" OR FLANGE THICKNESS OF COLUMN ABOVE, WHICHEVER IS GREATER, UNLESS SHOWN OTHERWISE.
GIRDERS, AND AT LOCATIONS OF CHANGE IN SLOPE AT ANY MEMBER. MINIMUM THICKNESS SHALL BE
S11. PROVIDE SPECIAL INSPECTIONS OF ALL FIELD WELDS. INSPECTIONS SHALL BE PERIODIC IN
ACCORDANCE WITH AWS D1.1.
S12. PROVIDE SPECIAL INSPECTIONS OF ALL BOLTED CONNECTIONS. INSPECTIONS SHALL BE PERIODIC IN
ACCORDANCE WITH AISC 360, SECTION M2.5.
SHORING, BRACING AND PROTECTION.
PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO BE STRENGTHENED OR
G3. CONTRACTOR SHALL PROVIDE SHORING, BRACING AND PROTECTION AS REQUIRED ON
UNDERPINNED, OR WHICH ARE ADJACENT TO AND MAY BE AFFECTED BY NEW
CONSTRUCTION OR DEMOLITION. CONTRACTOR ALONE IS RESPONSIBLE FOR SAFETY OF ALL
GENERAL NOTES
S13. ALL STRUCTURAL STEEL INCLUDING ANCHOR BOLTS SHALL BE GALVANIZED.
S3. ALL STRUCTURAL STEEL INCLUDING ANCHOR BOLTS SHALL BE GALVANIZED.
COOLING TOWER FOUNDATION AND FRAMING NOTES
C1 COOLING TOWER FOUNDATION AND FRAMING BASED ON EVAPCO
(19-2F6-FM) COOLING TOWER. * - INDICATES DIMENSION OR SIZE OF
MEMBER BY COOLING TOWER MANUFACTURER.
C2 4" CONCRETE SLAB-ON-GRADE. REINFORCE WITH
WWF-6x6-W2.9xW2.9. SEE CIVIL DRAWINGS.
FOUNDATIONS
INSPECTED AND APPROVED BY SOILS ENGINEER PRIOR TO FOOTING POUR.
F5. EXCAVATIONS THAT BECOME MUDDY, SOFT DUE TO CONSTRUCTION ACTIVITY OR
A LEAN CONCRETE MUD SLAB OR COMPACTED GRAVEL BED SHALL BE PLACED IN THE
EXCAVATION TO PROVIDE ACCEPTABLE BEARING. MUD SLAB OR GRAVEL SHALL BE
LOOSE SOIL PRIOR TO PLACEMENT OF CONCRETE.
F3. ALL FOOTING EXCAVATIONS SHALL BE FREE OF DEBRIS, STANDING WATER AND
F4. FOOTING CONCRETE SHALL NOT BE PLACED ON FROZEN SOIL.
HAVE STANDING WATER SHALL HAVE MUD, SOFT SOIL REMOVED PRIOR FOOTING POUR.
AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT OF FOUNDATION WALLS.
F6. BOTH SIDES OF FOUNDATION WALLS SHALL BE BACKFILLED SIMULTANEOUSLY SO
F2. PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS ALL EXPOSED
FOUNDATION SOIL SHALL BE PROBED BELOW THE BOTTOM OF THE FOOTINGS
WITH A CALIBRATED PENETROMETER. SHOULD SOILS WITH LESS THAN THE SPECIFIED
BEARING PRESSURE BE ENCOUNTERED, BOTTOM OF FOOTING ELEVATIONS MAY HAVE TO BE
WITH CRUSHED STONE, FLOWABLE FILL MATERIAL, OR LEAN CONCRETE.
ADJUSTED OR THE SOILS SHOULD BE EXCAVATED AND REPLACED
F1. ALL FOOTINGS SHALL BEAR ON SOLID UNDISTURBED SOIL OR APPROVED COMPACTED FILL
HAVING A NET BEARING CAPACITY OF 1,500 PSF (1.0 TSF).
F7. ALL CONTAMINATED SOILS TO BE REMOVED BY GENERAL CONTRACTOR.
FOUNDATION PLAN
2' 0 1'
SCALE: 1/2" = 1'-0
2'
S101
1 FRAMING PLAN
2' 0 1'
SCALE: 1/2" = 1'-0
2'
C2
SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.623 SD1 = 0.372
MAPPED SPECTRAL RESPONSE COEFFICIENTS, SS = 0.778, S1 = 0.271
SEISMIC LOAD INFORMATION BASED ON ASCE 7-16
COMPONENT AND CLADDING WIND PRESSURES IN ACCORD WITH ASCE 7-16
INTERNAL PRESSURE COEFFICIENT, GCpi = N/A
WIND EXPOSURE = C
SITE CLASS D
SEISMIC DESIGN CATEGORY, D
SEISMIC IMPORTANCE FACTOR, Ie = 1.00.
BASIC WIND SPEED = 105 MPH
IMPORTANCE FACTOR, Iw = 1.00
WIND LOAD INFORMATION BASED ON ASCE 7-16
GROUND SNOW LOAD, Pg = 15 POUNDS PER SQUARE FOOT
SNOW LOAD IMPORTANCE FACTOR, Is = 1.00 SNOW EXPOSURE FACTOR, Ce = 1.0
SNOW LOAD INFORMATION BASED ON ASCE 7-16
WEIGHT OPERATING WEIGHT 5,590 LBS
MODEL - BALTIMORE AIRCOIL COMPANY - PT2-0412A-1G1
SHIPPING WEIGHT 3,160 LBS
GEOTECHNICAL INFORMATION
PRESUMPTIVE NET ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF (0.75 TSF).
SEE ADDITIONAL COMMENTS IN GENERAL NOTES - FOUNDATIONS.
℄BOLT PATTERN/
℄BEAM
5' -4
3 4"
PROJECT PROJECT
W12x40 TOP
FLANGE
OUTLINE OF
FOUNDATION
WALL BELOW
COOLING
TOWER OUTLINE
*5
8"Ø BOLT
COOLING TOWER
℄BOLT
COOLING
TOWER OUTLINE
4"Øx24" ANCHOR BOLTS
WITH HEX NUT.
PROJECT 4"
THREAD 3"
*5
8"Ø BOLT
COOLING TOWER
TOP OF CONCRETE
FOUNDATION WALL
S101
S101
S101
S101
CONCRETE FOUNDATION
WALL BELOW
OUTLINE OF
COOLING TOWER
OUTLINE OF
COOLING TOWER
W
AL
L
9"
℄BOLT PATTERN/
℄BEAM
S101
4'-0"
1' -6
4'
-1 05 8"
1'-6"
3" C L.
9" 9"
2" C L.
#5@12
#4@12
4-#4
#5@121'-3"1'-3"
8" STIFFENER PLATE
OPPOSITE SIDE OF
CHANNEL
W12x40
SEE FRAMING PLAN
4"Øx24" ANCHOR BOLTS
WITH HEX NUT.
PROJECT 4"
THREAD 3"
2"
CL
2-#4
4" 8"
COOLING
TOWER
3"
*5
8"Ø BOLT
COOLING TOWER *5
8"Ø BOLT
COOLING TOWER
C8x11.5
SINGLE PLATE
SHEAR CONNECTION
8"
SCALE: 1"=1'-0
SECTION 3
* - SEE NOTE C1 S101
ELEV. 425.50??± (HIGH POINT)
TOP OF SLAB
SEE CIVIL DRAWINGS
4" CONCRETE
SLAB-ON-GRADE
W/WWF6x6-W2.9xW2.9
4' -0
V
E R
IF
Y
W / M
A N
U
FA
C
TU
R E
R
2' -0
*2'-2"
℄BOLT*2'-113
4"
UNIT
OUTLINE
1"
4" CHAMFER
TYP.
S101
*5
8"Ø BOLT
COOLING TOWER
4"
4"
3"
3"
4"Øx24" ANCHOR BOLTS
WITH HEX NUT.
PROJECT 4"
THREAD 3"
3"
3"
WEIGHT OPERATING WEIGHT
MODEL - EVAPCO - 19-2F6-FM
SHIPPING WEIGHT
5,120 LBS
3,080 LBS
CONCRETE FOUNDATION
WALL
CONCRETE
FOOTING
*2" *2"
*13 16
4"Øx24" ANCHOR BOLTS
WITH HEX NUT.
PROJECT 4"
THREAD 3"
1" G
R O
U T
℄BEAMW12x40
SEE FRAMING PLAN
C8x11.5
SCALE: 1"=1'-0
SECTION 6
S101
S101 6S101
SINGLE PLATE
SHEAR CONNECTION3
8" STIFFENER
PLATE
PLATE - 31
2"x
8"x12"
2L-31 2x31
2x 8x12"
4" H.S.
BOLT
9" 8"
2 3 16"
2 3 16"
4"
4"
9" 8"
6' -1
03 4"
9" 9"
8" 2"2"
CH-2
CH-1
4" CHWR
P-2
P-1
CHWS
6"
4" 4"
CWS
UP
1 2 3 4 5 6 7
G
K
L
C W
R
C W
S
M U
W
CWS
CWR
MUW
M U
W M
U W
C W
R
C W
S
CHWS
6 10
1- 1/2"
6"
6"
1- 1/2"
CWR
CHWR
CWS
CWR CHWR
4"
PUMP IN
VERTICAL PIPING
6"
CT-1
TYPICAL
MECHANICAL ROOM - DEMOLITION
SCALE: 1/4"=1'-0"
N
KEYED NOTES ( THIS SHEET ONLY)
DISCONNECT AND REMOVE EXISTING CHILLER AND ASSOCIATED PIPING AS INDICATED,
CONTROLS, CONTROL WIRING, ETC. REFRIGERANT SHALL BE REMOVED AND DISPOSED OF IN
ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS. EXISTING CONCRETE PAD
SHALL REMAIN AND BE RE-USED.
DISCONNECT AND REMOVE EXISTING COOLING TOWER AND ALL ASSOCIATED
PIPING, CONTROLS, CONTROL WIRING, ETC.
DISCONNECT AND REMOVE EXISTING PIPING AS INDICATED AND ALL ASSOCIATED HANGERS,
SUPPORTS, ETC.
EXISTING PIPING TO REMAIN AS IS.
DISCONNECT AND REMOVE EXISTING THREE-WAY CONTROL VALVE AND ALL
ASSOCIATED CONTROLS, CONTROL WIRING, ETC.
DISCONNECT AND REMOVE EXISTING CONDENSER WATER PUMP AND ASSOCIATED
PIPING, CONTROLS, CONTROLS WIRING, INERTIA BASE, ETC.
DISCONNECT AND REMOVE EXISTING CHILLED WATER PUMP AND ASSOCIATED PIPING,
CONTROLS, CONTROL WIRING, INERTIA BASE, ETC.
DISCONNECT AND REMOVE EXISTING CHILLED/CONDENSER WATER STANDBY PUMP AND
ASSOCIATED PIPING, CONTROLS, CONTROL WIRING, INERTIA BASE, ETC.
DISCONNECT AND REMOVE EXISTING IN-LINE PRIMARY CHILLED WATER PUMP
AND ASSOCIATED PIPING, CONTROLS, CONTROL WIRING, ETC.
DISCONNECT AND REMOVE EXISTING EXPANSION TANK AND ASSOCIATED PIPING, HANGERS,
SUPPORTS, ETC.
DISCONNECT AND REMOVE EXISTING CONCRETE BOLLARD IN IT'S ENTIRETY. BACKFILL
OPENINGS IN CONCRETE PAVING TO 6" BELOW FINISH SURFACE WITH COMPACTED CA-6
AGGREGRATE. INSTALL NEW CONCRETE FLUSH WITH EXISTING PAVING SURFACE.
EXISTING CWS/CWR PIPING SHOWN LIGHT IS CURRENTLY USED TO SUPPORT PIPING BELOW
AND SHALL REMAIN FOR CONTINUED PIPE SUPPORT. PROVIDED WELDED CAP ON BOTH ENDS
OF PIPING TO REMAIN. REMAINING PIPE SHALL BE LABELED "ABANDONED".
EXISTING BACKFLOW PREVENTER TO REMAIN.
DISCONNECT AND REMOVE EXISTING MAKE-UP WATER PIPING TO CHILLED WATER EXPANSION
TANK. REFER TO NEW WORK DRAWINGS FOR NEW MAKE-UP WATER CONNECTION FOR CHILLED
WATER SYSTEM.
DISCONNECT AND REMOVE EXISTING COOLING TOWER CHEMICAL TREATMENT CONTROL
SYSTEM INCLUDING CONTROL PANEL AND ASSOCIATED PUMPS, CHEMICAL TANKS, PIPING,
VALVES, ETC. CHEMICALS NOT RE-USED SHALL BE DISPOSED OF IN SAFE MANNER.
AFTER REMOVAL OF EXISTING PIPE AND SUPPORTS, PATCH EACH LOCATION IN EXISTING
SOFFIT WITH CEMENT PLASTER TO MATCH EXISTING FINISH. PRIME AND PAINT AFFECTED
AREAS TO MATCH EXISTING ADJACENT COLOR.
DISCONNECT AND REMOVE EXISTING COOLING TOWER SUPPORT STRUCTURE, PLATFORM,
CONCRETE PIERS, ETC. BACKFILL OPENINGS IN CONCRETE PAVING TO 6" BELOW FINISH
SURFACE WITH COMPACTED CA-6 AGGREGRATE. INSTALL NEW CONCRETE FLUSH WITH
EXISTING PAVING SURFACE.
DISCONNECT AND REMOVE EXISTING FENCING SURROUNDING COOLING TOWER INCLUDING
ALL POSTS, GATE, ETC. BACKFILL OPENINGS IN CONCRETE PAVING TO 6" BELOW FINISH
SURFACE WITH COMPACTED CA-6 AGGREGRATE. INSTALL NEW CONCRETE FLUSH WITH
EXISTING PAVING SURFACE.
AFTER REMOVAL OF PIPING, INFILL RESULTANT WALL OPENING WITH NON-SHRINK GROUT FOR
FULL DEPTH OF WALL CONSTRUCTION. MATCH EXISTING GROUT COLOR. PROVIDE GROUT
SAMPLES FOR INITIAL SELECTION AND MOCKUP FOR GSA APPROVAL PRIOR TO PATCHING
OPENINGS.
REMOVE AND REINSTALL EXISTING LAYIN CEILING TILE SYSTEM AS REQUIRED TO REMOVE
EXISTING PIPING AND SUBSEQUENT PATCHING OF WALLS. CEILING TILES DAMAGED DUE TO
CONSTRUCTION SHALL BE REPLACED WITH NEW TO MATCH SURROUNDING CEILING TILES.
EXISTING COUPON RACK FOR CHILLED WATER SYSTEM TO REMAIN. DISCONNECT COUPON
RACK PIPING FROM EXISTING CHILLED WATER PIPING. REFER TO NEW WORK DRAWINGS FOR
RECONNECTION OF COUPON RACK TO NEW CHILLED WATER PIPING.
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
SCALE:
REMOVE MAKEUP WATER PIPING TO DOWNSTREAM OF EXISTING BACKFLOW PREVENTER. SEE
"CHILLED/CONDENSER PIPING SCHEMATICS - DEMOLITION" FOR ADDITIONAL INFORMATION.
EXISTING HEATING HOT WATER BOILERS TO REMAIN.
REMOVE EXISTING 2" PVC DRAIN LINE ASSOCIATED WITH BACKFLOW PREVENTER. REFER TO
NEW WORK DRAWINGS FOR INSTALLATION OF NEW DRAIN LINE.
SIGNED
EXPIRATION
12/14/2023 11/30/2025
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GEAR
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CUSTODIAL
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MECH CRAFT
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MEN
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LOCKERS
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MECHANICAL
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STAIR
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TELEPHONE
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SWITCHGEAR
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JAN
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WOMEN
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LOCKERS
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DOWN- RAMP
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UP- RAMP
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PASSAGE
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FOYER
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PASSAGE
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SHEET
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OF
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DISCIPLINE
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DRAWING NO.
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DRAWN BY
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DATE
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PCN NO.
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GSA PM
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PROJ. DESC.
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BLDG NO.
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CITY/ST./ZIP
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STREET
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BLDG NAME
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MARK
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FLOOR NO.
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DATE
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DESCRIPTION
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REVISION
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TITLE
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GENERAL SERVICES ADMINISTRATION
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SHEET DESIGNATOR
AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.
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SHEET SIZE
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SUB A/E
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PRIME A/E
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CONS. CONTR.
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A/E CON. NO.
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CONTRACTORS
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CONSTR. CON.
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A/E TASK NO.
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CONS. WORK
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CONTRACTOR INFO
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MECHANCIAL ROOM DEMOLITION
AutoCAD SHX Text 12/14/2023
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MU
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MD
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IL0240ZZ-RIL11917-MD101
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CHILLER & COOLING TOWER REPLACEMENT
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MATT SENECHAL
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RIL11917
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SENATOR PAUL SIMON FEDERAL BUILDING
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250 W CHERRY ST.
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CARBONDALE
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IL
AutoCAD SHX Text 62901
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IL0240ZZ
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230 S. DEARBORN CHICAGO, IL
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XXXXXXXXXX
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XXXXXXXXXX
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XXXXXXXXXX
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GS-05-P-17-SC-D-0006
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47PF0023F0655
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XX-00X-00-XXX-0000
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X-00-00-XX-0000
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ENGINEER
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OF
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LICENSED
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PROFESSIONAL
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AutoCAD SHX Text 062-046335
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4" CHWR
4" CHWS
CHWS
4"
4"
CHWR
UP
2 3 4 5 6 7 8
L
K
G
C H
W S
C H
W S
CWR
CWSCHWS
CWR
CWS
4"
4"
4"
3"
3"
4" 4"
4"
4"
3"
3"
6"
6" 6"
CHWP
CHWP 2
C
H W
R
CHWP
CHWP
CHWP
CHWP
CH
CH
CWP
CWP
CWP
XT
CWP-1
CWP-3
MUWMUW
MUW
1-1/2"
1-1/2"
CT
CT
EXISTING FLOOR DRAIN
CWP-2
CT-1
CT-2
6"
CHWP-1 CHWP-2
M U
W
2"
2"
D
CWSCWR
MP102
D
D
D
26" X 26"
"X
500 CFM 500 CFM
1250 CFM
22 22
" X
" X
VF-4
PARTIAL LOWER LEVEL MECHANICAL ROOM PLAN- NEW WORK (PIPING)
SCALE: 1/4"=1'-0"
N
MOUNT CHILLER ON EXISTING CONCRETE PAD. REFER TO " CHILLED/CONDENSER WATER PIPING SCHEMATIC - NEW WORK"
ON SHEET MP602 FOR REQUIRED VALVE AND ACCESSORIES.
MOUNT PUMP ON NEW 6" THICK CONCRETE PAD. REFER TO "BASE MOUNTED PUMP PIPING DETAIL" ON SHEET MP603 FOR
REQUIRED VALVE AND ACCESSORIES.
CORE DRILL EXISTING FOUNDATION WALL TO INSTALL PIPING AND REQUIRED CONTROL CONDUIT. PROVIDE LINK SEAL FOR
HYDROSTATIC SEAL AROUND PIPE.
EXISTING SUMP PUMP TO REMAIN AS IS.
EXISTING CONCRETE PAD TO REMAIN AS IS.
EXISTING HOT WATER PUMP TO REMAIN AS IS.
DROP 2" DRAIN LINE DOWN ALONG WALL AND ROUTE TO EXISTING FLOOR DRAIN. REFER TO "CHILLED/CONDENSER WATER PIPING SCHEMATIC - NEW WORK" ON SHEET MP-602 FOR TAKE-OFF TO EXISTING BACKFLOW PREVENTER.
PROVIDE LINE SIZE SPIROTHERM AIR/DIRT SEPARATOR.
ROUTE TO BRING NEW CHILLER AND OTHER EQUIPMENT, PIPING, ETC. INTO THE BUILDING AND REMOVE EXISTING EQUIPMENT, PIPING, ETC. CONTRACTOR SHALL PROVIDE FLOORING PROTECTION FOR THE ENTIRE PATH FROM THE LOADING DOCK DOOR TO THE MECHANICAL ROOM. EXISTING FLOORING IS CARPET. PROTECTION MUST WITHSTAND THE LOADS PRESENTED BY ALL
CONSTRUCTION ACTIVITIES, INCLUDING REMOVAL AND INSTALLATION OF NEW EQUIPMENT.
VARIABLE FREQUENCY DRIVE.
PROVIDE 4" TAPS WITH ISOLATION VALVE AND BLIND FLANGE FOR POINT OF FUTURE CONNECTION TO EMERGENCY CHILLER.
REMOVE EXISTING 12" X 12" FLOOR TILE AND MASTIC AS REQUIRED TO POUR NEW CONCRETE PAD FOR PUMPS. NEW CONCRETE
PAD SHALL BE POURED FLUSH WITH REMAINING FLOOR TILES.
MOUNT COOLING TOWER ON STRUCTURAL FOUNDATION. REFER TO "CHILLED/CONDENSER WATER PIPING SCHEMATIC - NEW
WORK" ON SHEET MP602 FOR REQUIRED VALVES AND ACCESSORIES.
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
4" EQUALIZER PIPING WITH ISOLATION VALVE.
EXACT LOCATION AND DEPTH OF EXISTING BURIED PIPING IS UNKNOWN. IN ADDITION TO THE PIPING SHOWN, THERE IS EXISTING LAWN IRRIGATION PIPING IN THIS AREA. CONTRACTOR SHALL CAREFULLY EXCAVATE TO FIELD VERIFY EXACT LOCATION OF PIPING. PIPING
DAMAGED BY CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST.
COOLING TOWER CHEMICAL TREATMENT PANEL AND ASSOCIATED PUMPS, TANKS, PIPING, ETC. REFER TO "CHILLED/CONDENSER WATER
PIPING SCHEMATIC - NEW WORK" FOR ADDITIONAL INFORMATION ON PIPING, ETC.
COOLING TOWER STRUCTURAL FOUNDATION WALL (TYPICAL). SEE SHEET S101 FOR STRUCTURAL FOUNDATION WALL DETAILS.
HEAT TRACE CONTROL PANEL FOR EXTERIOR CWS/CWR PIPING AND EQUALIZER PIPING. MOUNT PANEL TO STRUCTURAL FOUNDATION WALL.
EXTEND WIRING FROM CONTROL PANEL TO THE POWER CONNECTION BOX(ES) AT PIPE HEAT TRACE. SIZE WIRING PER THE NEC AND ROUTE IN RIGID STEEL CONDUIT AND/OR LIQUID- TIGHT FLEXIBLE METAL CONDUIT. ALL EXPOSED ABOVE GRADE CWS/CWR PIPING AND EQUALIZER PIPING SHALL BE PROVIDED WITH HEAT TRACE. INSTALL ENTIRE HEAT TRACE SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
EXISTING TEMPERATURE CONTROL PANELS.
EXISTING EXHAUST FAN (VF-4) AND ASSOCIATED DUCTWORK TO REMAIN.
CONNECT 12"X12" EXHAUST DUCT INTO EXISTING. PROVIDE VOLUME DAMPER AND EXTEND DUCT AS INDICATED. TERMINATE DUCT 12" +/-
ABOVE FINISHED FLOOR AND BALANCE TO 750 CFM.
EXISTING EXHAUST GRILLE. BALANCE TO AIR FLOW NOTED ON DRAWING.
REFRIGERANT MONITOR PANEL. LOCATE A SENSOR 12" +/- ABOVE FINISHED FLOOR NEAR EACH CHILLER.
EXISTING COUPON STATION FOR CHILLED WATER SYSTEM. RE-CONNECT TO NEW CHILLED WATER SUPPLY/RETURN PIPING. REFER TO
"CHILLED/CONDENSER WATER PIPING SCHEMATIC- NEW WORK".
EXISTING 20"X20" EXHAUST DUCT UP. SEE UPPER LEVEL MECHANICAL PLAN ON SHEET MP102 FOR REBALANCING OF EXISTING EXHAUST
GRILLE ASSOCIATED WITH VF-4.
KEYED NOTES (THIS SHEET ONLY)
SIGNED
EXPIRATION
12/14/2023 11/30/2025
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GEAR
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CUSTODIAL
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MECH CRAFT
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MEN
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LOCKERS
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MECHANICAL
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TELEPHONE
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MU
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MP
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IL0240ZZ-RIL11917-MP101
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CHILLER & COOLING TOWER REPLACEMENT
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MATT SENECHAL
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RIL11917
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SENATOR PAUL SIMON FEDERAL BUILDING
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250 W CHERRY ST.
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CARBONDALE
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IL
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IL0240ZZ
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230 S. DEARBORN CHICAGO, IL
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UPPER
MECH.
MECHANICAL
EQUIPMENT 310
STAIR D
2 3 4 5
L
K
G
COIL SECTION
FAN SECTION
RETURN
AIR
FAN
THERMAL
CONTROL AIR
HANDLING UNIT
CHWR
CHWS
AIR HANDLING
UNIT
4" 4" 20" x 20"
11 3,000 CFM
FIN FLOOR.
409' - 11 14"
4" CONCRETE
SLAB-ON-GRADE
2" ST
2" ST
6" ST
6" CWR
6" CWS
CT
2" DRAIN
FIN GRADE
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
UPPER LEVEL MECHANICAL ROOM PLAN- NEW WORK (PIPING)
SCALE: 1/8"=1'-0"
N
KEYED NOTES ( THIS SHEET ONLY)
REMOVE SECTION OF EXISTING 4" CHWR PIPING AS REQUIRED TO INSTALL NEW
TWO- WAY PRESSURE INDEPENDENT CONTROL VALVE AND ISOLATION VALVE AS
INDICATED.
EXISTING VARIABLE AIR VOLUME AIR HANDLING UNIT TO REMAIN.
EXISTING EQUIPMENT TO REMAIN AS IS.
EXISTING PIPING TO REMAIN AS IS.
EXISTING PIPING TO LOWER LEVEL MECHANICAL ROOM TO REMAIN AS IS.
EXISTING FIRE ALARM CONDUIT TO REMAIN.
APPROXIMATE LOCATION OF EXISTING 2" SANITARY SEWER PIPING (BASED ON
ORIGINAL DRAWINGS). CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION.
APPROXIMATE LOCATION OF EXISTING STORM (ST) SEWER PIPING (BASED ON
ORIGINAL DRAWINGS). CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION.
6" CWS PIPING. 6" CWR AND 2" DRAIN PIPING BEYOND. SLOPE ALL PIPING
TOWARDS BUILDING TO FACILITATE SYSTEM DRAINING.
INSTALL PIPING AS HIGH AS POSSIBLE WITHIN MECHANICAL ROOM.
EXISTING EXHAUST GRILLE. BALANCE TO AIR FLOW NOTED ON DRAWING.
SCALE: 1/4" = 1'-0"
MP102
CHILLED WATER THROUGH EXTERIOR WALL SECTION
SIGNED
EXPIRATION
12/14/2023 11/30/2025
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UPPER LEVEL MECH ROOM PLAN-NEW WORK
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MU
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MP
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IL0240ZZ-RIL11917-MP102
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CHILLER & COOLING TOWER REPLACEMENT
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RIL11917
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SENATOR PAUL SIMON FEDERAL BUILDING
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250 W CHERRY ST.
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CARBONDALE
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IL
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230 S. DEARBORN CHICAGO, IL
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GS-05-P-17-SC-D-0006
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47PF0023F0655
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ENGINEER
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CH-1
CHWS
CHWR
CHWR
CWS
CHWR
CHWSCHWS
C W
S
C W
R
C H
W S
4" 4" 4"
CWR
S
S
CWS
CWR
MUW
M U
W
C W
S
C W
R
M U
W
CH-2
7 3
EXISTING AHU
FM
FM
CT-1
KEYED NOTES: ( THIS SHEET ONLY)
DISCONNECT AND REMOVE EXISTING CHILLER AND ALL ASSOCIATED CONTROLS,
CONTROL WIRING, PIPING AS INDICATED, SUPPORTS, HANGERS, ETC. REFRIGERANT
SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE RULES AND
REGULATIONS. EXISTING CONCRETE PAD SHALL REMAIN AND RE-USED.
EXISTING PIPING TO REMAIN AS IS.
DISCONNECT AND REMOVE EXISTING PIPING AS INDICATED AND ALL ASSOCIATED
HANGERS, SUPPORTS, ETC.
DISCONNECT AND REMOVE EXISTING CONDENSER WATER PUMP AND ASSOCIATED
INERTIA BASE, CONTROLS, CONTROL WIRING, PIPING , SUPPORTS, HANGERS, ETC.
DISCONNECT AND REMOVE EXISTING CHILLED WATER PUMP AND ASSOCIATED
INERTIA BASE, CONTROLS, CONTROL WIRING, PIPING AS INDICATED, SUPPORTS,
HANGERS, ETC.
DISCONNECT AND REMOVE EXISTING COOLING TOWER, AND ALL ASSOCIATED PIPING,
CONTROLS, CONTROL WIRING, ETC.
DISCONNECT AND REMOVE EXISTING THREE-WAY CONTROL VALVE AND ALL
ASSOCIATED CONTROLS, CONTROL WIRING, ETC.
DISCONNECT AND REMOVE EXISTING TEMPERATURE SENSOR AND ALL ASSOCIATED
CONTROLS, CONTROL WIRING, CONDUIT, ETC.
DISCONNECT AND REMOVE EXISTING CHILLED/CONDENSER WATER STANDBY PUMP
AND ASSOCIATED INERTIA BASE, CONTROLS, CONTROL WIRING, PIPING AS
INDICATED, SUPPORTS, HANGERS, ETC.
DISCONNECT AND REMOVE EXISTING IN-LINE PRIMARY CHILLED WATER PUMP AND
ASSOCIATED PIPING, CONTROLS, CONTROL WIRING, SUPPORTS, HANGERS, ETC.
DISCONNECT AND REMOVE EXISTING EXPANSION TANK AND ASSOCIATED PIPING AS
INDICATED, HANGERS, SUPPORTS, ETC.
EXISTING COUPON RACK TO REMAIN AND BE RE-USED. DISCONNECT PIPING FROM
EXISTING CHWS/CHWR PIPING AS REQUIRED TO RECONNECT TO NEW CHWS/CHWR
PIPING.
EXISTING MAKE-UP WATER BACKFLOW PREVENTER TO REMAIN AND BE RE-USED.
EXISTING FLOW METER TO REMAIN AND BE RE-USED.
EXISTING AUTOMATIC FILL VALVE TO REMAIN AND BE RE-USED.
DISCONNECT AND REMOVE EXISTING COOLING TOWER CHEMICAL TREATMENT
CONTROL SYSTEM INCLUDING CONTROL PANEL AND ASSOCIATED PUMPS, CHEMICAL
TANKS, PIPING, VALVES, COUPON RACKS, ETC. CHEMICALS NOT REUSED SHALL BE
DISPOSED OF IN A SAFE MANNER.
DISCONNECT AND REMOVE SECTION OF CHWR PIPING AS REQUIRED TO INSTALL NEW
TWO-WAY CONTROL VALVE. REFER TO NEW WORK DRAWINGS FOR ADDITIONAL
INFORMATION.
CHILLED/CONDENSER WATER PIPING SCHEMATIC- DEMOLITION
NO SCALE
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
SIGNED
EXPIRATION
12/14/2023 11/30/2025
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SHEET DESIGNATOR
AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.
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A/E CON. NO.
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CONTRACTORS
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CONSTR. CON.
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A/E TASK NO.
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CONS. WORK
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CONTRACTOR INFO
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MECHANICAL ROOM PLAN- NEW WORK (PIPING)
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MU
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MP
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IL0240ZZ-RIL11917-MP601
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CHILLER & COOLING TOWER REPLACEMENT
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MATT SENECHAL
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RIL11917
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SENATOR PAUL SIMON FEDERAL BUILDING
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250 W CHERRY ST.
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CARBONDALE
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IL
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IL0240ZZ
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230 S. DEARBORN CHICAGO, IL
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XXXXXXXXXX
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XXXXXXXXXX
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XXXXXXXXXX
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GS-05-P-17-SC-D-0006
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47PF0023F0655
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XX-00X-00-XXX-0000
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X-00-00-XX-0000
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ENGINEER
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OF
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LICENSED
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PROFESSIONAL
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CHWS
CHWR
CHWR
CHWS
EXISTING VAV
AHU TO REMAIN
C H
W S
4"
4"
GRADE
CWS
UPPER LEVEL MECHANICAL ROOM
3/4"
CFCF
BIOCIDE TANKS
WATER METER
1-1/4" MAKE-UP
WIRING BY M.C.
(TYP. OF 3)
CHEMICAL FEED PUMP
CHEMICAL TANK
CF
M
WIRING BY M.C.
(TYP. OF 3 PUMPS)
S
CHWP
CHWP
CT
CH
EXISTING FOUNDATION WALL
SUCTION DIFFUSER (TYP.)
CH
CWP
CWP
CWP
CWS
CWR
4"
CHWP
CHWPCHWS
CHWP
CHWP
CHWR
CHWS
FLEXIBLE CONNECTOR (TYP.)
CHECK VALVE (TYP.)
BUTTERFLY VALVE (TYP.)
TWO POSITION
ISOLATION VALVE (TYP.) THERMOMETER (TYP.)
TWO-POSITION CONDENSER
WATER BYPASS VALVE
FM
C W
R
6"
6" C W
R
6"
6"
4" EQUALIZER LINE
TWO POSITION ISOLATION
VALVE ( TYP.)
2" CPVC DRAIN LINE
CT
4"
4"
4"
4"
43"
3"
4" 4"
3"
CWR
6"
6"
FM
FM
MUW
EXISTING
BACKFLOW
PREVENTER
MUW
3/4"
2"
FLOW
SWITCH
2"
CONNECTION
PORTS (TYP.)
BLOWDOWN
VALVE
CW
R
CWR
CWS
CW
S
(TYP.)
CWS
COUPON STATION
16 16
EXISTING
BACKFLOW
PREVENTER
1-1/4"
COOLING TOWER
PROBE ASSEMBLY
PRESSURE
GAUGE (TYP.)
2"
D
CONCRETE FOUNDATION
AND SUPPORT BEAMS. REFER
TO STRUCTURAL DRAWINGS
FOR MORE INFORMATION
D
SAMPLE VALVE
CHILLED/CONDENSER WATER PIPING SCHEMATICS- NEW WORK
NO SCALE
KEYED NOTES ( THIS SHEET ONLY)
REMOVE SECTION OF EXISTING 4" CHWR PIPING AS REQUIRED TO INSTALL NEW TWO-WAY PRESSURE INDEPENDENT CONTROL VALVE AND
ISOLATION VALVE AS INDICATED.
EXISTING PIPING TO REMAIN AS IS.
LINE SIZE SPIROTHERM AIR/DIRT SEPARATOR.
INLET STRAINER WITH 20 MESH SCREEN.
MAKE-UP WATER SOLENOID VALVE CONTROLLED BY COOLING TOWER WATER LEVEL CONTROLLER
TERMINATE 2" DRAIN LINE OVER EXISTING FLOOR DRAIN.
TERMINATE DRAIN LINE OPEN ENDED OVER 4"X2" PVC REDUCER.
EXISTING BACKFLOW PREVENTER FOR IRRIGATION SYSTEM.
MOUNT PVC BALL VALVE AT 4'-0" +/- ABOVE FINISHED FLOOR TO ALLOW OPERATOR TO ADJUST WATER FLOW.
CHEMICAL FEED CONTROL PANEL. PROVIDE ALL LOW VOLTAGE WIRE BETWEEN CONTROL PANEL AND ASSOCIATED CHEMICAL FEED PUMPS, BLOWDOWN VALVE, MAKEUP WATER METER, CONDUCTIVITY SENSOR,ETC.
CHILLED WATER BYPASS VALVE SIZED FOR 45 GPM.
EXISTING AUTOMATIC FILL VALVE ASSEMBLY WITH FLOW METER FOR CHILLED WATER SYSTEM.
EXISTING COUPON STATION FOR CHILLED WATER SYSTEM. RECONNECT TO NEW CHILLED WATER PIPING AS INDICATED
EXISTING MAKE-UP WATER FLOW METER FOR CONDENSER WATER SYSTEM.
NORMALLY CLOSED CHILLER BYPASS VALVE. VALVE SHALL BE OPEN ONLY WHEN FLUSHING SYSTEM TO ALLOW CHILLER TO BE BYPASSED.
PLUG MAKE-UP WATER CONNECTION ON COOLING TOWER. COOLING TOWER MAKE-UP WATER SHALL BE INTRODUCED INTO THE
CONDENSER WATER SYSTEM INSIDE BUILDING.
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
SIGNED
EXPIRATION
12/14/2023 11/30/2025
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SHEET DESIGNATOR
AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.
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A/E CON. NO.
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CONSTR. CON.
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A/E TASK NO.
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CONTRACTOR INFO
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MECHANICAL ROOM PLAN- NEW WORK (PIPING)
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MU
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MP
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IL0240ZZ-RIL11917-MP602
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CHILLER & COOLING TOWER REPLACEMENT
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MATT SENECHAL
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RIL11917
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SENATOR PAUL SIMON FEDERAL BUILDING
AutoCAD SHX Text
250 W CHERRY ST.
AutoCAD SHX Text
CARBONDALE
AutoCAD SHX Text
IL
AutoCAD SHX Text 62901
AutoCAD SHX Text
IL0240ZZ
AutoCAD SHX Text
AutoCAD SHX Text 30 X 42
AutoCAD SHX Text
230 S. DEARBORN CHICAGO, IL
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
GS-05-P-17-SC-D-0006
AutoCAD SHX Text
47PF0023F0655
AutoCAD SHX Text
XX-00X-00-XXX-0000
AutoCAD SHX Text
X-00-00-XX-0000
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text L
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AutoCAD SHX Text N
AutoCAD SHX Text O
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ENGINEER
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OF
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LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text R
AutoCAD SHX Text W
AutoCAD SHX Text 062-046335
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text J.
AutoCAD SHX Text E
RPM
PUMP
GPMSERVICE V/PH/HZ NOTES:
MOTOR
HPIN FT
HEAD
TYPEMODELMFRMARK
PLAN
CP
NOTES:
1 STARTER AND DISCONNET SWITCH BY E.C.
NOTES:
CAPACITY
MODEL NO.MANUFACTURERMARK
PLAN
CH
NOTES:
CH-1 TRANE CGWR-065 65 0.5506 110
TONS OF
REFRIGERATION
FULL LOAD
KW/TON
NPLV
KW/TONREFR.
EVAPORATOR
WATER FLOW
GPM
P.D.
(FT. OF HD.)
MCA
AMPS
MOCP
AMPS
ELECTRICAL
VOLTS HZ. PH.
WEIGHT
OPERATING
R-454B 55 42 4.96
FOULING
FACTOR
0.7721 0.0001 113 150 460 60 3 2005.0 LBS
HP
ELECTRICAL
NOTES:MODEL NO.MANUFACTURERMARK
PLAN
CT
NOTES:
CT-1 EVAPCO AT 19-2F6-FM 180 95 85 80 3
GPM
TOWER CIRCULATION RATE
VOLTS PH.
1 460 3
EWT
F
LWT
F
WATER-COOLED CONDENSER
WATER FLOW
GPM
P.D.
(FT. OF HD.)
85 95 2.33
FOULING
FACTOR
0.00025
EWT
F
LWT
F
EWT
F
LWT
F
EAT WB
F
CHWP-1 CHILLED WATER 165 45 5 1496 2
CHWP-2 CHILLED WATER 165 45 5 2
460/3/60
460/3/60
1 PROVIDE WITH FLOW SWITCH, CONDENSER WATER REGULATING VALVE AND EVAPORATOR WYE STAINER WITH BLOW DOWN, REMOVABLE SCREEN AND GROOVED PIPE QUICK CONNECT. ALL ITEMS FIELD INSTALLED BY CONTRACTOR.
2 PROVIDE WITH COMPRESSOR SOUND BLANKETS AND ISOLATOR MOUNTING PADS.
BASE-MOUNTED
BASE-MOUNTED
1 PROVIDE ACCESS PLATFORM AND LADDER WITH 3'-0" EXTENSION TO PLACE BOTTOM OF LADDER 1'- 0" +/- ABOVE GRADE.
WEIGHT (LBS)
OPERATING
BELL & GOSSETT
BELL & GOSSETT
E-1510-2BD
E-1520-2BD
2 PROVIDE WITH BASIN HEATER CONTROL PANEL
3 PROVIDE WITH SINGLE POWER POINT CONNECTION AND NON-FUSED DISCONNECT SWITCH.
4 PROVIDE WITH USER INTERFACE KEYPAD WITH DOT PIXEL DISPLAY AND BACNET IP REMOTE INTERFACE CARD.
3 4
3 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CH-2 TRANE CGWR-065 65 R-454B 0.7721 0.5506 110 55 42 4.96 0.0001 180 85 95 2.33 0.00025 113 150 460 60 3 2005.0 LBS 1 2 3 4
CHWP-3 CHILLED WATER 110 30 2 2731 1460/3/60IN- LINEBELL & GOSSETT ECOCIRC XL 95-160
CHWP-4 CHILLED WATER 110 30 2 2731 1460/3/60IN- LINEBELL & GOSSETT
CHWP-5 CHILLED WATER 1460/3/60BELL & GOSSETT
CHWP-6 CHILLED WATER 1460/3/60BELL & GOSSETT
CWP-1 CONDENSER WATER 180 60 5 1750 460/3/60BASE-MOUNTEDBELL & GOSSETT E-1510-2BD
CWP-2 CONDENSER WATER 180 60 5 1750
460/3/60BASE-MOUNTEDBELL & GOSSETT E-1510-2BD
180 60 5 1750
460/3/60BASE-MOUNTEDBELL & GOSSETT 2CWP-3
5 SEE SPECIFICATION FOR ADDITIONAL INFORMATION.
5 KW
BASIN
HEATERS
NO. OF
MOTORS
ECOCIRC XL 95-160
E-1510-2BD CONDENSER WATER
ECOCIRC XL 95-160
ECOCIRC XL 95-160
IN- LINE
IN- LINE
TANK
VOLUME
MFTR. & MODEL NO.
SERVES
CHILLED WATER 125 PSI
RATING
ASME PRESSUREACCEPTANCE
VOLUME (GAL)
7.8 6.3
DIAMETER
12"
APPROX.
WEIGHTHEIGHT
19" 107 LBS.
XT
BELL & GOSSETT
D-15
MARK
PLAN
XT-1
CL.
GENERAL CONSTRUCTION CONTRACTOR
HEATING & AIR CONDITIONING CONTRACTOR
PLUMBING CONTRACTOR
ELECTRICAL CONTRACTOR
AUTOMATIC CONTROL SUB-CONTRACTOR
EQUIPMENT OR PLUMBING FIXTURE DESIGNATION
DETAIL DESIGNATION
(DETAIL NUMBER)
(SHEET NUMBER WHERE DETAIL IS FOUND)
SECTION DESIGNATION
(SECTION NUMBER)
(SHEET NUMBER WHERE SECTION IS FOUND)
KEYED NOTES
REVISIONS
ACCESS PANEL
NEW CONNECTION
SA SOUND ATTENUATOR
FLEXIBLE CONNECTIONFC
SPLITTER DAMPER
VOLUME DAMPERVD
TV TURNING VANES
RETURN, EXHAUST, OR OUTSIDE AIR DUCT
DISCHARGE OR SUPPLY AIR DUCT
TV
INCLINED DROP IN THE DIRECTION OF AIR FLOW
INCLINED RISE IN THE DIRECTION OF AIR FLOW
D
R R
D
FIRE DAMPER (F) SMOKE DAMPER (S)F S
MOTORIZED DAMPER (ELECTRIC OR PNEUMATIC)MD
M M
FXD FLEXIBLE DUCT
CEILING AIR DEVICE
SIDEWALL AIR DEVICE
(AIR QUANTITY - CFM)
AIR DEVICE DESIGNATION
DUCT SIZE DESIGNATION:
(1st FIGURE SIDE SHOWN. SIDE SHOWN IS SHEET METAL
SIZE, ALLOWANCE HAS BEEN MADE FOR INTERIOR INSULATION
WHERE SPECIFIED.)
24" x 12"
H HUMIDISTAT OR HUMIDITY SENSOR
T THERMOSTAT OR TEMPERATURE SENSORT
CHWS CHILLED WATER SUPPLY
CHWR CHILLED WATER RETURN
HWS HOT WATER SUPPLY
HWR HOT WATER RETURN
DRAIN LINE (OTHER THAN PLUMBING)D
AP
FINISH FLOOR ELEVATION
ABOVE FINISH FLOOR
TOP ELEVATION
BOTTOM ELEVATION
F.F.E.
A.F.F.
T.E B.E
F.L. FLOW LINE
INVERT ELEVATIONINV.
CENTER LINE
TEE (SIDE OUTLET DOWN)
TEMPERATURE AND PRESSURE RELIEF VALVE
THERMOMETER (TUBE OR DIAL AS INDICATED)TH
2-WAY CONTROL VALVE
DIRECTION OF FLOW
BUTTERFLY VALVE
PRESSURE GAUGEPG
T&PR
BFV
ELBOW (TURNED DOWN)
ELBOW (TURNED UP)
TEE (SIDE OUTLET UP)
MANUAL AIR VENTMAV
BALL VALVE
UNION
STRAINER
BALANCING COCK
CHECK VALVE
GATE VALVE
U
BC
BLV
STR
GV
CV
TEST PLUG
3 - WAY CONTROL VALVE
HOSE END VALVEHEV
NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED.
G.C.C.
H.A.C P.C.
E.C.
A.C.S.
S-X
XXX
S-SUPPLY
R-RETURN
E-EXHAUST
CWS CONDENSER WATER SUPPLY
CWR CONDENSER WATER RETURN
A. INSTALL H.V.A.C. SYSTEM IN ACCORDANCE WITH ALL STATE AND LOCAL CODES.
B. COORDINATE WORK WITH TRADES. REWORK OF PIPING, DUCTWORK, EQUIPMENT LOCATION, CONDUIT, ETC. AS A RESULT OF POOR PLANNING, COORDINATION OR SCHEDULING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
C. THESE PLANS ARE DIAGRAMMATIC IN NATURE SINCE THEY REFLECT ONLY THE AVAILABLE INFORMATION OBTAINED FROM EXISTING PLANS AND FIELD SURVEYS. THE EXACT LOCATION OF EXISTING DUCTWORK, PIPING, AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE PREPARED TO MAKE SOME ALTERATIONS TO NEW AND/OR
EXISTING SERVICES TO FIT ACTUAL JOB CONDITIONS.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ANY FRAMING REVISIONS, EQUIPMENT LOCATIONS, ADDITION OF CONTROLS, ELECTRICAL CIRCUITING REVISIONS, ETC. THAT RESULT FROM USING EQUIPMENT OTHER THAN INDICATED ON THE DRAWINGS. APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER WILL NOT WAIVE THE CONTRACTOR OF THIS RESPONSIBILITY.
E. THE CONTRACTOR SHALL HAVE THE FINAL RESPONSIBILITY FOR SYSTEM START UP AND TURN OVER TO THE OWNER.
F. ALL ITEMS INCLUDED ON THESE DRAWINGS AND THE SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. ANY ITEMS THAT ARE UNCLEAR OR FOUND TO BE INCORRECT BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE BID DUE DATE.
G. FIRE CAULK ALL PENETRATIONS THRU FIRE RATED PARTITIONS TO MAINTAIN FIRE RATING OF PARTITION.
H. CAULK ALL PENETRATIONS THRU WALLS TO MINIMIZE SOUND PENETRATION THRU WALLS.
I. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL TEMPERATURE CONTROL SYSTEM REQUIREMENTS.
J. THE OWNER SHALL HAVE FIRST SALVAGE RIGHTS OF EQUIPMENT AND MATERIALS REMOVED. ALL EQUIPMENT AND MATERIALS NOT CLAIMED BY THE OWNER SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF IN AN ENVIRONMENTALLY ACCEPTABLE MANNER PER ALL NATIONAL, STATE AN LOCAL REQUIREMENTS.
K. ANY DAMAGE TO THE SITE (SIDEWALKS, CURBS, ETC) OR TO THE BUILDING AS A RESULT OF WORK PERFORMED BY THE CONTRACTOR SHALL BE FIXED AT NO ADDITIONAL COST.
L. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ROOFS/WALLS/FLOORS AND CORE DRILLS REQUIRED TO COMPLETE THEIR RESPECTIVE WORK.
M. ANY HOLES LEFT IN EXISTING WALL CONSTRUCTION DUE TO DEMOLITION OR NEW WORK SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.
N. ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, ETC. THAT SERVES SPACES ON OTHER FLOORS SHALL REMAIN AS IS. DO NOT DISCONNECT OR REMOVE ANY EQUIPMENT NOT SHOWN IN THESE
PLANS.
O. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE AND BE FULLY RESPONSIBLE FOR SAME.
P. THE CONTRACTOR SHALL COORDINATE SYSTEM SHUT-DOWNS, INCLUDING CHILLED WATER AND HEATING WATER SYSTEM SHUT-DOWNS, WITH THE GSA. PROVIDE A MINIMUM TWO DAY NOTICE PRIOR
TO ANY SYSTEM SHUT-DOWN.
Q. THE CONTRACTOR SHALL COORDINATE WITH THE GSA AND BE RESPONSIBLE FOR DRAINING, FILLING, AND VENTING OF ALL HYDRONIC SYSTEMS IMPACTED BY THIS PROJECT.
R. REMOVE ALL ASSOCIATED HANGERS, SUPPORTS, ETC. WHEN REMOVING EQUIPMENT, DUCTWORK, PIPING, ETC.
2 VARIABLE FLOW PUMP WITH VFD.
EXPANSION TANK DETAIL
6"CONCRETE PAD
NO SCALE
TO PAD
PRESSURIZED
EXPANSION TANK
ANCHOR TANK
BY M.C. FLOOR
HOSE END
DRAIN VALVE
GAUGE COCK
PRESSURE GAUGE
AUTOMATIC AIR VENT
AIR CONNECTION
PRE-CHARGING
MIN.
12"
1"
SIDE OF MAIN
CONNECT TO
SHUT-OFF VALVE
LOCK-SHIELD
1"
PIPING TO
PUMP SUCTION
VALVE
PRESSURE REDUCING
3/4"
EXISTING BACKFLOW PREVENTER
TO PUMP SUCTION
AIR/DIRT SEPARATOR
WATER RETURN
BALL VALVE
AUTOMATIC AIR VENT
AIR/DIRT SEPARATOR DETAIL
NO SCALE
PROVIDE DISCHARGE
TUBING TO NEAREST
PIPE DOWNSTREAM OF SEPARATOR
UPSTREAM AND UNRESTRICTED
PROVIDE UNRESTRICTED PIPE
DRAIN VALVE
HOSE END
FLOOR DRAIN.
PER MANUFACTURER'S RECOMMENDATIONS
18"
6"
FLOOR SUPPORT BRACKET
FLOOR DRAIN
ROUTE TO NEAREST
CHEMICAL POT FEEDER DETAIL
FLOOR
NO SCALE
6"
(2 GAL)
POT FEEDER
CHEMICAL
SUCTION LINE
TO PUMP
2" STRAP, ANCHOR
TO FLOOR SUPPORT
BRACKETS.
3/4" DRAIN
3/4"
3/4" DISCHARGE
48"
PIPING
FILL FUNNEL
FROM PUMP
48"
4" X 4" X 1/4" ANGLE
FLOOR SUPPORT BRACKET
1/2" Ø ANCHOR
BOLTS (2)
PROVIDE CHEMICAL POT
FEEDER FOR CHILLED
WATER SYSTEM.
REDUCER, ECCENTRIC
AND PUMP DISCHARGE.
PIPE SUPPORT
SUCTION DIFFUSER
FLEXIBLE CONNECTION
STRAINER INLET, PUMP SUCTION
PRESSURE GAUGE TO READ
BALL VALVE
INCREASER, CONCENTRIC
PUMP
CIRCULATING WATER
6" CONCRETE PAD
FLEXIBLE CONNECTION
5xD MINUMUM
CHECK VALVE
BY M.C.
BASE MOUNTED PUMP DETAIL
NO SCALE
BALL VALVE
INLINE PUMP DETAIL
NO SCALE
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
SCALE:
CT-2 EVAPCO AT 19-2F6-FM 180 95 85 80 31 460 3 15120 2 35 KW
GRADE
M
IN
IM
U
M
0"
COMPACTED BACKFILL, TO
90% PROCTOR
PROVIDE TRACEABLE RED
WARNING TAPE 18" BELOW
GRADE.
NEW 6" CWS/CWR PIPING
SAND FILL
NO SCALE
TRENCHING DETAIL
NEW 2" DRAIN LINE
AutoCAD SHX Text
CIRCULATING PUMP SCHEDULE
AutoCAD SHX Text
SCROLL WATER CHILLER SCHEDULE
AutoCAD SHX Text
COOLING TOWER SCHEDULE
AutoCAD SHX Text
EXPANSION TANK SCHEDULE
AutoCAD SHX Text
HEATING AND AIR CONDITIONING
AutoCAD SHX Text
ABBREVIATIONS
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PIPING SPECIALTIES
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MISCELLANEOUS
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GENERAL NOTES ( APPLY TO ALL SHEETS)( APPLY TO ALL SHEETS)
AutoCAD SHX Text
BALL VALVE (TYPICAL)
AutoCAD SHX Text
STRAINER INLET, PUMP SUCTION, PUMP
AutoCAD SHX Text
DISCHARGE
AutoCAD SHX Text
PRESSURE GAUGE TO READ
AutoCAD SHX Text
CHECK VALVE (TYPICAL)
AutoCAD SHX Text
STRAINER (TYP.)
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SHEET
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OF
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DISCIPLINE
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DRAWING NO.
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DRAWN BY
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DATE
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PCN NO.
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GSA PM
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PROJ. DESC.
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BLDG NO.
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CITY/ST./ZIP
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STREET
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BLDG NAME
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MARK
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FLOOR NO.
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DATE
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DESCRIPTION
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REVISION
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TITLE
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GENERAL SERVICES ADMINISTRATION
AutoCAD SHX Text
SHEET DESIGNATOR
AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. Do not remove this notice. Properly destroy documents when no longer needed.
AutoCAD SHX Text
SHEET SIZE
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SUB A/E
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PRIME A/E
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CONS. CONTR.
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A/E CON. NO.
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CONTRACTORS
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CONSTR. CON.
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A/E TASK NO.
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CONS. WORK
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CONTRACTOR INFO
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SCHEDULE AND DETAIL
AutoCAD SHX Text 12/14/2023
AutoCAD SHX Text
MU
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AutoCAD SHX Text
MP
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IL0240ZZ-RIL11917-MP603
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHILLER & COOLING TOWER REPLACEMENT
AutoCAD SHX Text
MATT SENECHAL
AutoCAD SHX Text
RIL11917
AutoCAD SHX Text
SENATOR PAUL SIMON FEDERAL BUILDING
AutoCAD SHX Text
250 W CHERRY ST.
AutoCAD SHX Text
CARBONDALE
AutoCAD SHX Text
IL
AutoCAD SHX Text 62901
AutoCAD SHX Text
IL0240ZZ
AutoCAD SHX Text
AutoCAD SHX Text 30 X 42
AutoCAD SHX Text
230 S. DEARBORN CHICAGO, IL
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
XXXXXXXXXX
AutoCAD SHX Text
GS-05-P-17-SC-D-0006
AutoCAD SHX Text
47PF0023F0655
AutoCAD SHX Text
XX-00X-00-XXX-0000
AutoCAD SHX Text
X-00-00-XX-0000
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text
ENGINEER
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OF
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text R
AutoCAD SHX Text W
AutoCAD SHX Text 062-046335
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text J.
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text
SIGNED
AutoCAD SHX Text
EXPIRATION
AutoCAD SHX Text 12/14/2023
11/30/2025
EXCEPT FOR EXISTING MAKE-UP WATER FLOW METERS FOR CHILLED WATER SYSTEM AND CONDENSER WATER SYSTEM, ALL EXISTING CONTROLS, CONTROL WIRING, CONDUIT, ETC. ASSOCIATED WITH THE EXISTING CHILLED WATER SYSTEM SHALL BE DISCONNECTED AND REMOVED.
EXISTING CHILLED WATER SYSTEM CONTROL GRAPHIC
NO SCALE
CHILLER AND COOLING TOWER REPLACEMENT - SENATOR PAUL SIMON FEDERAL BUILDING
HARDWARE SOFTWARE
SYSTEM LOCATION
OUTPUTS INPUTS
REMARKSDIGITAL ANALOG DIGITAL ANALOG
CHILLED WATER DISTRIBUTION PUMPS
(CHWP-1,2)
ST
AR
T/
ST
O P
O
PE
N /C
LO
SE
SE
TP
O
IN
T
4-m A
0-
V
PU
M
P
SP
D
DR
IV
E
ST
AT
U S
VA
LV
E
EN
D
SW
IT
CH
FL
O
W S
W
IT
CH
AL
AR
M S
TA
TU
S
CU
RR
EN
T
TR
AN
S
TE
M
PE
RA
TU
RE
FL
O
W (G
PM
KW PR
ES
SU
RE
PR
O
PO
RT
IO
N
AL
P
- I
N
TE
G
RA
L
P
- I
D
ER
IV
AT
IV
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HI
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O A
LA
RM
TI
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S
/S
O
PT
IM
U
M S
/S
DU
TY
C
YC
LE
EC
O
N O
M
IZ
ER
N
IG
HT
C
YC
LE
DE
M
AN
D
CF
M
C
AL
C
AL
AR
M
LO
AD
R
ES
ET
CHILLED WATER PUMP (CHWP-1) X X X X VFD
CHILLED WATER PUMP (CHWP-2) X X X X VFD
DIFFERENTIAL PRESSURE SENSOR X
CHILLED WATER FLOW X
BYPASS TEMPERATURE X X
BYPASS VALVE X
CHILLER AND COOLING TOWER REPLACEMENT - SENATOR PAUL SIMON FEDERAL BUILDING
HARDWARE SOFTWARE
SYSTEM LOCATION
OUTPUTS INPUTS
REMARKSDIGITAL ANALOG DIGITAL ANALOG
CHILLED WATER SYSTEM INCLUDING CHILLERS
AND ASSOCIATED PUMPS
ST
AR
T/
ST
O P
O
PE
N /C
LO
SE
SE
TP
O
IN
T
4-m A
0-
V
PU
M
P
SP
D
DR
IV
E
ST
AT
U S
VA
LV
E
EN
D
SW
IT
CH
FL
O
W S
W
IT
CH
AL
AR
M S
TA
TU
S
CU
RR
EN
T
TR
AN
S
TE
M
PE
RA
TU
RE
FL
O
W (G
PM
KW PR
ES
SU
RE
PR
O
PO
RT
IO
N
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P
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P
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IV
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HI
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N
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CF
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ET
CHILLER (CH-1) X X X X X
CHILLED WATER PUMP (CHWP-3) X X X X VFD
CHILLED WATER PUMP (CHWP-4) X X X X VFD
CHILLED WATER FLOW SWITCH (CH-1) X X
CHILLED WATER SUPPLY TEMP. (CH-1) X X
CHILLED WATER RETURN TEMP. (CH-1) X X
CONDENSER WATER SUPPLY TEMP. (CH-1) X X
CONDENSER WATER RETURN TEMP. (CH-1) X X
KW/TON ENERGY USAGE (CH-1) X X
CHILLED WATER FLOW (CH-1) X
CHILLED WATER ISOLATION VALVE (CH-1) X
COND. WATER ISOLATION VALVE (CH-1) X
EVAPORATOR LOW REFRIG. PRESS (CH-1) X X
CHILLER (CH-2) X X X X X
CHILLED WATER PUMP (CHWP-5) X X X X VFD
CHILLED WATER PUMP (CHWP-6) X X X X VFD
CHILLED WATER FLOW SWITCH (CH-2) X X
CHILLED WATER SUPPLY TEMP. (CH-2) X X
CHILLED WATER RETURN TEMP. (CH-2) X X
CONDENSER WATER SUPPLY TEMP. (CH-2) X X
CONDENSER WATER RETURN TEMP. (CH-2) X X
KW/TON ENERGY USAGE (CH-2) X X
CHILLED WATER FLOW (CH-2) X
CHILLED WATER ISOLATION VALVE (CH-2) X
COND. WATER ISOLATION VALVE (CH-2) X
EVAPORATOR LOW REFRIG. PRESS (CH-2) X X
REFRIGERANT MONITOR PANEL X X
EXHAUST FAN VF-4 (EXISTING) X X X
CHILLER AND COOLING TOWER REPLACEMENT - SENATOR PAUL SIMON FEDERAL BUILDING
HARDWARE
SYSTEM LOCATION
OUTPUTS INPUTS
REMARKSDIGITAL ANALOG DIGITAL ANALOG
CONDENSER WATER SYSTEM
INCLUDING COOLING TOWERS AND
ASSOCIATED PUMPS
ST
AR
T/
ST
O P
O
PE
N /C
LO
SE
PU
M
P
SP
D
DR
IV
E
FA
N
S
PD
D
RI
VE
4-m A
0-
V
ST
AT
U S
PR
ES
SU
RE
S W
IT
CH
FL
O
W S
W
IT
CH
AL
AR
M S
TA
TU
S
CU
RR
EN
T
TR
AN
S
TE
M
PE
RA
TU
RE
FL
O
W (G
PM
KW PR
ES
SU
RE
PR
O
PO
RT
IO
N
AL
P
- I
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G
RA
L
P
- I
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CT-1 X X X X VFD
BASIN LOW LEVEL ALARM (CT-1) X X
BASIN HIGH LEVEL ALARM (CT-1) X X
VIBRATION CUT-OUT (CT-1) X X
CT ISOLATION VALVE - CWS (CT-1) X
CT ISOLATION VALVE- CWR (CT-1) X
BASIN TEMPERATURE (CT-1) X X
BASIN HEATER (CT-1) X X X X
CT-2 X X X X VFD
BASIN LOW LEVEL ALARM (CT-2) X X
BASIN HIGH LEVEL ALARM (CT-2) X X
VIBRATION CUT-OUT (CT-2) X X
CT ISOLATION VALVE-CWS (CT-2) X
CT ISOLATION VALVE-CWR (CT-2) X
BASIN TEMPERATURE (CT-2) X X
BASIN HEATER CT-2 (CT-2) X X X X
CONDENSER WATER PUMP (CWP-1) X X X X VFD
CONDENSER WATER PUMP (CWP-2) X X X X VFD
CONDENSER WATER PUMP (CWP-3) X X X X VFD
2-WAY BYPASS VALVE X X
CONDENSER WATER SUPPLY TEMP. X X
CONDENSER WATER RETURN TEMP. X X
HEAT TRACE X X X
MAKE-UP WATER METER X
MAKE-UP WATER SOLENOID VALVE X
GREAT LAKES REGION 5
PROPERTY OF THE
UNITED…
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