REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
CHILLER REPLACEMENT
20 FEDERAL PLAZA W
YOUNGSTOWN, OHIO
NOTICE
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
KEY PLAN
JANUARY 22, 2014
ms consultants, inc.
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
PROJECT
CHILLER
REPLACEMENT
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
SHEET TITLE
Print Date
12/11/2013 1:29:24 PM
C:\_Backup\Revit\Youngstown Chiller_dking.rvt
ROOM NUMBER
100A
DOOR NUMBER
A
WINDOW TYPE
1. Contractor shall procure and pay for all additional Permits and schedule all required inspections
electrical utility co. fees. Owner will procure and pay for the building permit.
2. Not used.
3. Not used
4. Not used.
WALL TYPES
A
5. The building shall remain occupied during construction. The contractor shall provide all required barriers and guards to protect the public.
All existing sprinkler and alarm systems shall remain active during construction. Coordinate any outage with building owner and fire official.
NORTH
6. Fire extinguishers shall be placed at regular intervals throughout the construction area. Trash and construction debris shall not be allowed
to accumulate in the Project area. Debris shall be removed daily. Open flames are expressly prohibited without the knowledge of and prior
consent of the owners representative.
NORTH ARROW
7. The Contractor is responsible for the installation and removal of all temporary utility services required to perform the Work.
8. The Contractor shall confirm with the Owners Representative an acceptable location outside the building to store materials and stage
construction operations. Thence, the Contractor shall confine operations strictly within this area. Contractor shall keep storage and staging
area clean and neat at all times and shall not allow the accumulation of debris or trash. Waste removal shall be scheduled on a regular basis.
WALL SECTION
WALL SECTION NUMBER SHEET
REFERENCE NUMBER
A
A3.0
9. The removal of demolition debris and waste material shall occur via a route that is acceptable to the Owner's Representative and the
Owner. At no time, shall construction materials or personnel interfere with Owner's operations.
BUILDING SECTION BUILDING
SECTION NUMBER SHEET
REFERENCE NUMBER
A1.2
11. Contractor shall use Owner specified existing toilet facilities for construction personnel.
13. All work shall be constructed in accordance with all applicable codes and regulations. Work shall be installed in accordance with
generally accepted standards of construction and in strict accordance with manufacturer's printed instructions and specifications whether
specifically detailed in these Construction Documents or not.
14. Only critical dimensions are shown.
6
A8.1
PLAN, SECTION, AND
DETAIL TITLES
FLOOR PLAN
SCALE: (AS APPLICABLE)
A9.0, A10.0
ADDITIONAL CROSS
REFERENCING SHEETS
The demolition part of the project consists of removing the existing main breaker in
the electrical vault on the roof, the 5000 volt feeder between the vault and the
seventh floor chiller starters and their associated resister bank sections. Also included
is the removal and proper disposal of the existing chilled water pump starters their
associated feeders and the cooling tower starter and associated feeder.
The installation part of the project consists of replacing the main breaker with a new
main breaker and replacing the 5000 volt feeder with new wire and conduit from the
breaker in the vault on the roof, to the new transformer to be located on the roof.
Provide 480 volt electrical equipment to supply the new chiller and required pumps,
which will be located in the existing mechanical room and the roof.
10. Provide necessary dust barriers and walk-off mats to minimize contamination of adjacent occupied areas.
12. Project safety and construction means and methods are the exclusive responsibility of the Contractor. Neither the Architect, Engineer, or
Owner shall have any responsibility for Project Safety.
A
Electrical Scope of work
15. Contractor shall maintain required insurance and Workers' Compensation per Specifications at all times and furnish proof of same to
Owner prior to star of construction.
16. The existing sprinkler system shall be protected during construction.
17. All existing and new substrates are to be patched and otherwise repaired to present a smooth clean surface for the installation of finish
materials.
18. Not used.
Mechanical Scope of Work
Replace two existing 400 ton chillers with a new 400 ton chiller located on the roof.
Remove the existing chillers, pumps, cooling tower on the roof.
ALTERATIONS AND REPAIRS
ALL NEW CONSTRUCTION SHALL COMPLY WITH CODE
REQUIREMENTS FOR NEW CONSTRUCTION. PORTION NOT
AFFECTED BY ALTERATION ARE NOT REQUIRED TO COMPLY
WITH CODE REQUIREMENTS WITH NEW CONSTRUCTION.
EXISTING CONSTRUCTION TYPE:
II B - NON-COMBUSTIBLE UNPROTECTED (UNCHANGED)
EXISTING BUILDING FIRE SUPPRESSION SYSTEM SHALL REMAIN UNALTERED
Structural Scope of Work
Provide a structural platform on the roof for the new chiller and a new transformer.
Asbestos Abatement Scope of Work
Abate asbestos insulation on existing piping that is to be removed.
EXISTING BUILDING ALARM SYSTEM SHALL REMAIN PER OBC
3403.5 AND 3403.6
19. Contractor shall perform final cleaning at the end of the Project, including washing down all wall, floor and ceiling surfaces, removal of all
tags and labels.
A
A10.0
DETAIL MARK
20. Contractor shall turn over to the Owner at the conclusion of the work, all manuals, as-built drawings, warranties and any other Project
documentation as may be required. Contractor shall provide appropriate training for the Owner's representative in the use of all new systems
and materials.
COVER / CODE
SHEET
PROJECT NO:
THE EXIT REQUIREMENTS OF EACH FLOOR SHALL BE CONSIDER INDIVIDUALLY
RCB
64-12901-00
SCALE:
DRAWING:
DATUM POINT
2
REVISION MARK
A0.0
REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
N PHELPS ST
133' - 8"
NP
HE
LP
SS
T
DOCK
DOOR
NOTICE
LOADING
DOCK
ENTRANCE
WI
CK
AV
E
CH-400
143' - 5"
46' - 10"
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
W COMMERCE ST
T
W FEDERAL ST
W
S
CE
R
E
MM
CO
NEW CHILLER LOCATION
25' - 5"
W
T
LS
A
R
DE
FE
102' - 3"
KEY PLAN
EXTERIOR ISOMETRIC - CITY BLOCK
N 1
NOT TO SCALE
1
DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ARE APPROXIMATE, FIELD VERIFY EXISTING CONDITIONS.
2
ABATEMENT OF ASBESTOS PIPE INSULATIION SHALL BE COMPLETED BEFORE ANY OTHER WORK IS STARTED ON THE 7TH FLOOR.
3
SEE STRUCTURAL DRAWINGS FOR CHILLER AND TRNASFORMER SUPPORTS.
4
EQUIPMENT PURCHASED BY THE CITY OF YOUNGSTOWN: TRANE AIR-COOLED HELICAL ROTARY WATER CHILLER, MODEL RTAC400;
AND PUMPS P-1, 2, 3, AND 4.
5
BUILDING CHILLED WATER PIPING CHEMICAL TREATMENT AND FLUSHING: THE EXISTING PIPING IS IN POOR CONDITION AND IS TO BE
INITIALLY CLEANED AND FLUSHED USING THE EXISTING CHILLED WATER PUMP. AFTER THE INITIAL CLEANING AND FLUSHING,
DEMOLITION AND INSTALLATION OF THE NEW PIPING SHALL PROCEED. ONCE THE NEW EQUIPMENT IS INSTALLED, THE PIPING SHALL
BE CLEANED AND FLUSHED WITH HEAT EXCHANGER HX-1 BYPASSED AND NO FLOW THRU SIDESTREAM FILTER SS-1. THE FINAL
CLEAN AND FLUSH SHALL BE PROVIDED WITH THE HEAT EXCHANGER BYPASS CLOSED AND WITH NO FLOW THRU THE SIDESTREAM
FILTER. WHEN THE SYSTEM IS READY TO BE PUT INTO OPERATION, ADD (6) 55 GAL. DRUMS OF PROPYLENE GYLYCOL FOR BURST
PROTECTION OF THE AHU COOLING COILS. BECAUSE THE VOLUME OF PROPYLENE GLYCOL IS LOW, ADDITIONAL BIOCIDES AND
INHIBITORS SHALL BE ADDED AS REQUIRED. CONTINUE TO MONITOR THE BUILDING PIPING SOLUTION AND PROVIDE BIOCIDE AND
INHIBITORS AS NEEDED FOR A PERIOD OF ONE YEAR.
6
CHILLER CHILLED WATER PIPING CHEMICAL TREATMENT AND FLUSHING: THE NEW PIPING SYSTEM SHALL BE CLEANED AND
FLUSHED ONLY ONCE BEFORE ADDING THE PROPYLENE GYCOL TO THE SYSTEM.
182' - 1"
MECHANICAL GENERAL NOTES
ALL DISTANCES ARE APPROXIMATE, FOR REFERENCE
ONLY
WICK AVE
N
2
SITE PLAN - EXISTING AND NEW EQUIPMENT
1/32" = 1'-0"
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
PROJECT
CHILLER
REPLACEMENT
8' - 6"
11' - 6"
8'-6"x11'-6"
ACCESS PANEL
1/22/2014 9:47:09 AM
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
4' - 11"
Print Date
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
5' - 0"
SHEET TITLE
17' - 4"
SITE PLAN
AREA OF WORK
ON 7TH FLOOR
17' - 5"
5' - 0"
3' - 0"
LOADING DOCK
DOOR ENTRANCE
9' - 2"
9' - 1"
7' - 11"
DOCK DOORS
7'-0" TALL FREIGHT
ELEVATORS 6,000 LB
MAX LOAD
6' - 6"
6' - 6"
DOCK DOORS
ELEVATORS
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
PROJECT NO:
64-12901-00
SCALE: As indicated
N
4
GROUND FLOOR LOADING DOCK
1/8" = 1'-0"
DRAWING:
N
3
7TH FLOOR PATHWAY LIMITATIONS
1/8" = 1'-0"
M000
REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
EX- CHILLER AND
PLATFORM TO REMAIN
EXISTING COOLING TOWER
(NOT SHOWN) TO BE REMOVED
RAILING
ETR
FLUE AND CURB
ETR
EXISTING RAILING
TO REMAIN
EX-RD
TRANE
ACCU-1
ETR
6" CHWR
TRANE
CHILLER
ETR
RAISED ROOF
(OVER ELEVATOR
EQUIPMENT ROOM)
6" CHWS
EX-RD
EX- CHILLED WATER
LINES ON ROOF TO
REMAIN
NOTICE
EX- HVAC
EQUIPMENT ON
ROOF TO REMAIN
EX- CONDUITS TO
REMAIN
TRANE
ACCU-2
ETR
4
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
KEY PLAN
M100
LOWER ROOF
EXISTING COOLING TOWER
(NOT SHOWN) T0 BE REMOVED
EX-RD
EX-RAISED
ROOF AREA
TRANE
ACCU-2
ETR
EX LOWER ROOF
AREA
TRANE
ACCU-1
ETR
5
M100
1
ROOF ISOMETRIC - EXISTING EQUIPMENT TO REMAIN
NOT TO SCALE
N
2
ROOF PLAN - EXISTING EQUIPMENT TO REMAIN
1/4" = 1'-0"
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
N PHELPS ST
1/22/2014 9:47:42 AM
TRANE
CHILLER
ETR
TRANE
ACCU-1
ETR
TRANE
ACCU-2
ETR
RAILING
ETR
CHILLER
REPLACEMENT
RAILING
ETR
TRANE
CHILLER
ETR
EXISTING RAILING
TO REMAIN
TRANE
CHILLER
ETR
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
ROOF
SHEET TITLE
EXISTING ROOF
PLAN
TRANE
ACCU-1
ETR
ROOF
TRANE
ACCU-2
ETR
ROOF
WICK AVE
7TH
FLOOR
N
3
Print Date
RTU-1
ETR
W COMMERCE ST
W FEDERAL ST
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
PROJECT
SITE PLAN - EXISTING EQUIPMENT TO REMAIN
1/64" = 1'-0"
7TH FLOOR
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
PROJECT NO:
4
ROOF EXISTING STRUCTURE EAST TO REMAIN
1/4" = 1'-0"
5
ROOF EXISTING STRUCTURE NORTH TO REMAIN
1/4" = 1'-0"
64-12901-00
SCALE: As indicated
DRAWING:
M100
SCHWR
3
2
8"ø
01/22/14
MECHANICAL DEMOLITION KEYED NOTES
1
EXISTING ROOF DRAINS AND ASSOCIATED PIPING TO REMAIN
2
EXISTING INSULATED 8"Ø CHILLED WATER PIPING TO REMAIN. DO NOT DAMAGE EXISTING ASBESTOS PIPE
INSULATION.
3
EXISTING INSULATED DOMESTIC COLD WATER TO BE REMOVED BACK TO EDGE OF MECHANICAL ROOM,
VALVED, CAPPED, AND LEFT FOR FUTURE USE.
4
EXISTING TRANE AIR-COOLED CHILLER, PIPING, WIRING, RAILING, PLATFORM, AND STRUCTURAL SUPPORTS
TO REMAIN.
5
ALL EQUIPMENT TO BE REMOVED AS SHOWN. FOR EACH PIECE OF EQUIPMENT, REMOVE ALL ASSOCIATED
PIPES, DUCTS, DRAINS, SUPPORTS, AND ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, PUMPS, VALVES,
FITTINGS, DAMPERS, LOUVERS, GRILLES, TRAYS, ETC. ALL BRANCHES TO BE REMOVED BACK TO MAIN, OR
CLOSEST PIECE OF EQUIPMENT THAT IS TO REMAIN, VALVED AND CAPPED FOR FUTURE USE.
6
SEE ELECTRICAL DRAWINGS FOR EXTENT OF ELECTRICAL SERVICE DEMOLITION
7
CHILLED WATER SUPPLY PIPING REMOVED TO THIS POINT.
8
CHILLED WATER RETURN PIPING REMOVED TO THIS POINT.
9
ALL DRAIN LINES AND MAKE-UP SUPPLY PIPING TO COOLING TOWER TO BE REMOVED BACK TO MAIN AND
CAPPED. ALL CONDENSER WATER SUPPLY AND RETURN PIPING TO BE REMOVED ENTIRELY.
10
EXHAUST FAN , LOUVER AND DAMPER TO REMAIN.
11
MAKE-UP AIR UNIT, LOUVER AND DAMPER TO REMAIN.
12
REMOVE BASES, MOUNTING PLATES/RAILS, ANCHOR BOLTS, ETC. SO THAT FLOOR CAN BE MADE LEVEL AND
WALLS FLAT AND READY FOR REPAIRS AND LEVELING.
13
REMOVE EXISTING PANEL IN WALL TO MOVE DEMOLISHED MATERIALS TO SERVICE ELEVATORS
14
REMOVE EXISTING RAIL AFTER NEW PLATFORM IS IN PLACE.
15
ALL FLOOR DRAINS SHALL BE COVERED IN WORK AREAS TO PREVENT DEBRIS FROM ENTERING THE
SANITARY SEWER DURING CONSTRUCTION.
16
REMOVE REFRIGERANT AND OIL, AND RECYCLE PER EPA REQUIREMENTS. ALL R-11 REFRIGERANT SHALL BE
REMOVED FROM CHILLER BEFORE STARTING CHILLER DEMOLITION
8"ø
8"ø
PCHWS
REVISION/DATE/DESCRIPTION
2
7
M102
PCHWS
7
2
5
OUT FOR BID
M102
2
M102
PCHWS
PCHWS
10"ø
4
10"ø
13
1
12
SCHWR
SCHWR
PCHWS
10"ø
8"ø
10"ø
10
"ø
2
TYP.
NOTICE
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
2
EXISTING
CHILLER-2
5
5
6
10"ø
6
EXISTING
CHILLER-1
M101
8
EXISTING
CHILLER 6
STARTERS
15
TYP
KEY PLAN
8
DEMO LEGEND
TYP
DEMO (ISOMETRIC)
12
DEMO (PLAN / ELEVATION)
1
1
EXISTING TO REMAIN
1
3
EXISTING
CHILLER 6
STARTER
LOAD BANK
9
6
EXPANSION
TANK-1
8"ø
8"ø
8"ø
8"ø
8"ø
6
6
5
CHWR
PUMP
8"ø
8"ø
PCHWS
5
8"ø
CWS
PUMP
TYP
10"ø
5
15 TYP
10"ø
EXPANSION 5
TANK-2
10"ø
12
SCHWR
9
8"ø 8"ø 10"ø
11
8"ø
10"ø
2
8"ø
2
4
11
M100
10"ø
12
TYP
10"ø
CHWR
PUMP
5
6
CWS
PUMP
5
6
10"ø
10"ø
5
10
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
10
2
5
2
M102
PROJECT
N
1
CHILLER
REPLACEMENT
7TH FLOOR - DEMO PLAN
3/8" = 1'-0"
8
3
1
Print Date
4
5
SHEET TITLE
MECHANICAL
DEMOLITION
PLAN
14
SHOT-FEED ELEVATION-DEMOLTION
1/4" = 1'-0"
9
8"Ø
9
10"Ø
10"Ø
9
N PHELPS ST
8"Ø
2
W COMMERCE ST
COOLING
TOWER
TBR
W FEDERAL ST
1/22/2014 9:48:13 AM
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
2
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
5
6
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
PROJECT NO:
WICK AVE
64-12901-00
SCALE: As indicated
KEYPLAN
DRAWING:
N
3
ROOF PLAN - DEMOLITION
1/4" = 1'-0"
M101
REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
3
8
1
EXISTING
MAKE-UP-AIR
DUCTWORK
1
1
13
5
EXISTING
CHILLER-1
2
EXISTING
CHILLER-2
EXISTING
CHILLER 6
STARTERS
5
EXISTING
SHOTFEED
5
6
5
COOLING
TOWER
TBR
6
12
5
6
TYP
11
9
4
5
SOUTH FACING SECTION - DEMO
1/4" = 1'-0"
EXPANSION
TANK-2
5
EXPANSION
TANK-1
1
NOTICE
6
EXISTING
LOAD BANK
DUCTWORK
5
9
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
5
CHWR
PUMP
1
10
CWS
PUMP
6
5
COOLING
TOWER
TBR
EXISTING TRANE AIRCOOLED CHILLER ON
ROOF TO REMAIN
5
M
ST
KEY PLAN
4
6
2
1
10"ø
9
EXISTING
16
CHILLER-2
5
6
SC
HW
R
2
6
5
6
CHWR
PUMP
S
HW
C
P
S
HW
SC
5
CWS
PUMP
M
ST
3
PC
HW
S
6
EXISTING
CHILLER
STARTER
LOAD BANK
7
S
HW
C
P
R
HW
C
S
EXISTING
CHILLER-1
5
EXISTING
6 CHILLER
STARTERS
6
ETR
STM
10
7
PC
HW
S
SC
HW
R
16
SC
HW
R
8
EX-FD
8
PC
HW
S
3
2
2
ETR
5
10
M200
EXISTING
CHILLER-1
5
CHWR
PUMP
6
1
6
NE ISOMETRIC - DEMO
NOT TO SCALE
13
5
DEMO LEGEND
DEMO (ISOMETRIC)
12
TYP
3
MECHANICAL DEMOLITION KEYED NOTES
1
EXISTING ROOF DRAINS AND ASSOCIATED PIPING TO REMAIN
2
EXISTING INSULATED 8"Ø CHILLED WATER PIPING TO REMAIN. DO NOT DAMAGE EXISTING ASBESTOS PIPE
INSULATION.
3
EXISTING INSULATED DOMESTIC COLD WATER TO BE REMOVED BACK TO EDGE OF MECHANICAL ROOM,
VALVED, CAPPED, AND LEFT FOR FUTURE USE.
4
EXISTING TRANE AIR-COOLED CHILLER, PIPING, WIRING, RAILING, PLATFORM, AND STRUCTURAL SUPPORTS
TO REMAIN.
PROJECT
5
ALL EQUIPMENT TO BE REMOVED AS SHOWN. FOR EACH PIECE OF EQUIPMENT, REMOVE ALL ASSOCIATED
PIPES, DUCTS, DRAINS, SUPPORTS, AND ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, PUMPS, VALVES,
FITTINGS, DAMPERS, LOUVERS, GRILLES, TRAYS, ETC. ALL BRANCHES TO BE REMOVED BACK TO MAIN, OR
CLOSEST PIECE OF EQUIPMENT THAT IS TO REMAIN, VALVED AND CAPPED FOR FUTURE USE.
CHILLER
REPLACEMENT
6
SEE ELECTRICAL DRAWINGS FOR EXTENT OF ELECTRICAL SERVICE DEMOLITION
7
CHILLED WATER SUPPLY PIPING REMOVED TO THIS POINT.
8
CHILLED WATER RETURN PIPING REMOVED TO THIS POINT.
9
ALL DRAIN LINES AND MAKE-UP SUPPLY PIPING TO COOLING TOWER TO BE REMOVED BACK TO MAIN AND
CAPPED. ALL CONDENSER WATER SUPPLY AND RETURN PIPING TO BE REMOVED ENTIRELY.
10
EXHAUST FAN , LOUVER AND DAMPER TO REMAIN.
11
MAKE-UP AIR UNIT, LOUVER AND DAMPER TO REMAIN.
12
REMOVE BASES, MOUNTING PLATES/RAILS, ANCHOR BOLTS, ETC. SO THAT FLOOR CAN BE MADE LEVEL AND
WALLS FLAT AND READY FOR REPAIRS AND LEVELING.
13
REMOVE EXISTING PANEL IN WALL TO MOVE DEMOLISHED MATERIALS TO SERVICE ELEVATORS
14
REMOVE EXISTING RAIL AFTER NEW PLATFORM IS IN PLACE.
15
ALL FLOOR DRAINS SHALL BE COVERED IN WORK AREAS TO PREVENT DEBRIS FROM ENTERING THE
SANITARY SEWER DURING CONSTRUCTION.
16
REMOVE REFRIGERANT AND OIL, AND RECYCLE PER EPA REQUIREMENTS. ALL R-11 REFRIGERANT SHALL BE
REMOVED FROM CHILLER BEFORE STARTING CHILLER DEMOLITION
DEMO (PLAN / ELEVATION)
WEST FACING SECTION - DEMO
1/4" = 1'-0"
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
EXISTING TO REMAIN
9
9
9
COOLING
TOWER
TBR
4
5
6
COOLING
TOWER
TBR
EXISTING TRANE AIRCOOLED CHILLER ON
ROOF TO REMAIN
4
5
9
4
9
9
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
4
4
10"ø
4
10"ø
SHEET TITLE
10
EXPANSION
TANK-2
9
10"ø
EXPANSION
TANK-1
5
8"ø
8"ø
9
8"ø
8"ø
9
5
MECHANICAL
DEMOLITION
DETAILS
7
3
6
7
8"ø
EXISTING 5
CHILLER-2
EXISTING
CHILLER-1 5
6
8"ø
8"ø
1
8"ø
1/22/2014 9:48:44 AM
EXPANSION
TANK-1
5
EXPANSION
5
TANK-2
8"ø
Print Date
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
8"ø
EXISTING
CHILLER
STARTER
LOAD BANK
TYP
2
EXISTING 5
CHILLER-2
6
10"ø
12
CHWR
PUMP 5
6
CWS
PUMP 5
6
8"ø
CWS
5
PUMP
8"ø
6
10"ø
CHWR
5
PUMP
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
12
10"ø
6
CHWR
PUMP
5
6
6
PROJECT NO:
SCALE:
64-12901-00
1/4" = 1'-0"
DRAWING:
2
NORTH FACING SECTION - DEMO
1/4" = 1'-0"
5
EAST FACING SECTION - DEMO
1/4" = 1'-0"
M102
REVISION/DATE/DESCRIPTION
Y-STRAINER
PRESSURE
GAUGE
(TYP)
TRANE
CHILLER
ETR
01/22/14
CH-400
PRESSURE
RELIEF
TEMP VALVE
9
OUT FOR BID
9
TRANE
CHILLER
ETR
CH-400
GAUGE
(TYP)
6"ø
8"ø
8"ø
SCHWR
8
2
6"ø
PCHWS
TYP
M200
3
5
M200
M200
4
4
PCHWS
6"ø
BUTTERFLY
VALVE
(TYP)
3
3
6"ø
6"ø
SCHWR
PCHWS
M200
10
GMS-1
BUTTERFLY
VALVE
(TYP)
AS-1
AS-1
8"ø
1
HX-1
EXT-1
EXT-1
9
P-2
P-2
P-1
SS-1
4
3"ø
10
GMS-1
SUCTION
DIFFUSER
(TYP)
STM
3"ø
STM
EX-RD
10
4
10
5
EXT-1
SECTION 3 - NEW
3
1/4" = 1'-0"
8
TYP
9
10
SSF-1
HX-1
6
M200
DCW TO EXT-1
1 1/2"ø
8 TYP
VT-1
1 1/2"ø
10
DCW
CHECK
VALVE
10
10
P-4
1/2"ø
9
SCHWR
WATER
TO CHWR
SHUT-OFF
VALVE
(TYP)
2
P-3
6
1 1/2"ø
1"ø
HB-1
4
PRESSURE
REDUCING PRESSURE
VALVE
GAUGE
(TYP) MAKE-UP
9
KEY PLAN
EXT-2
TYP.
SECTION 2 - NEW
2
1/4" = 1'-0"
NOTICE
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
HB-1
BFP
PRESSURE
GAUGE
(TYP)
SRV
10
4
TYP
8"ø
HX-1
9
8
STM
AAV-1
AAV-1
VT-1
P-1
M200
8"ø
8"ø
GMS-1
8"ø
8"ø
SCHWR
SCHWR
10
EX-FD
8"ø
SRV
(TYP)
EX-RD
3"ø
EX-RD
4
5
8"ø
PCHWS
BFP
HB-1
HB-1
7
10
PCHWR
1" DRAIN TO EX-FD
TYP
WALL ABOVE
SECTION 10 - NEW
1/4" = 1'-0"
EX-FD
8"ø
PCHWS
8"ø
4
SCHWS
EX-FD
SCHWR
AS-1
8"ø
SC
HW
S
7
ETR
8
R
HW
SC
ETR
M200
TYP
S
HW
C
P
CH-400
R
HW
C
S
R
HW
C
S
N
GMS-1
1
9
7TH FLOOR HYDRONIC EQUIPMENT AND PIPING - NEW WORK
3/8" = 1'-0"
S
HW
SC
R
ET
10
MECHANICAL PLAN KEYED NOTES
SS-1
HX-1
1
INSULATE EXISTING ROOF DRAIN PIPING.
2
PROVIDE VALVE AND CAP FOR DCW LINE AT WALL. INSULATE ALL DCW PIPING, BACKFLOW
PREVENTERS, AND VALVES.
3
REPAIR UNUSED OPENINGS IN WALL.
4
REPAIR FLOORS, WALLS, CEILINGS, AND SOFFITS TO PROVIDE A SMOOTH, CLEAN, LEVEL
SURFACE.
5
CLOSE OPENING WITH DRYWALL AND METAL STUDS WHEN PROJECT IS COMPLETED. PAINT
NEW DRYWALL.
6
AREA REQUIRED FOR HX-1 MAINTENANCE.
7
ALL FLOOR DRAINS SHALL BE COVERED IN WORK AREAS TO PREVENT DEBRIS FROM
ENTERING THE SANITARY SERWER DURING CONSTRUCTION. REMOVE COVERS AT
COMPLETION OF WORK.
8
INSULATE ALL NEW CHILLED WATER/GLYCOL PIPING AND EQUIPMENT, AND ALL
UN-INSULATED EXISTING CHILLED WATER/GLYCOL PIPING.
SHEET TITLE
9
AT JOINT BETWEEN NEW PIPE INSULATION AND ENCAPSULATED ASBESTOS INSULATION
APPLY A SMOOTH COAT OF INSULATION CEMENT. THE DRY CEMENT SHALL BE GIVEN (1)
COAT OF MASTIC. WRAP JOINT AND 4" OF THE ADJOINING PIPE INSULATION WITH
FIBERGLASS FITTING TAPE. APPLY A SECOND COAT OF MASTIC OVER THE TAPE.
MECHANICAL
PLAN
10
PROVIDE 3 INCH CONCRETE HOUSEKEEPING PAD UNDER ALL EQUIPMENT.
9
AAV-1
LEGEND
R
ET
P-1
P-2
VT-1
PCHWS/R
PRIMARY CHILLED WATER SUPPLY/RETURN
SCHWS/R
SECONDARY CHILLED WATER SUPPLY/RETURN
10
2
AS-1
ETR
SC
HW
R
R
HW
C
P
EXISTING CHILLED WATER SUPPLY/RETURN TO REMAIN
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
EXT-2
10
EX-FD
7
8
PROJECT
CHILLER
REPLACEMENT
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
BFP
GMS-1
10
SS-1
P-2
P-1
SRV
10
4
SECTION 4 - NEW
1/4" = 1'-0"
10
SECTION 5 - NEW
1/4" = 1'-0"
P-3
6
TRIPLE
DUTY
VALVE
(TYP)
CSF-1
3/4"ø
HB-1
10 P-3
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
10
SCHWR
P-4
BYPASS
VALVE
AS-1
TRIPLE
DUTY
VALVE
(TYP)
HX-1
CSF-1
SHUT-OFF
VALVE
(TYP)
EX-FD
SRV
P-4
AAV-1
10
9
7TH FLOOR DRAIN AND VENT LINES
1/4" = 1'-0"
VT-1
EX-FD
HB-1
7
SECTION 7 - NEW
1/4" = 1'-0"
PROJECT NO:
SSF-1
10 P-1
10
24" MIN CLEAR
FOR STRAINER
ACCESS
AS-1
P-4 10
SS-1
GMS-1
AAV-1
8"ø
1 1/2"ø
2"ø
10
5
VT-1
3/4"ø
EXT-2
1"ø
HB-1
P-1
N.C.
8"ø
SCHWS
SCHWS
CSF-1
SS-1
BFP
P-2
SRV
8"ø
2"ø
SRV
SSF-1
8"ø
SCHWR
SS-1
BUTTERFLY
VALVE
(TYP)
PRESSURE
GAUGE
(TYP)
PRV
GMS-1
SSF-1
EX-RD
SCHWS
8"ø
SCHWR
8"ø
EXT-2
HX-1
10
8"ø SCHWR
10
NOTE : PIPING SHOWN SHALL
BE 1" UNLESS NOTED OTHERWISE
EXT-1
8"ø PCHWS
10
8"ø SCHWR
1-1/2"
1/22/2014 9:49:18 AM
Print Date
INTERIOR ISOMETRIC - NEW
NOT TO SCALE
TYP
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
6
SECTION 6 - NEW
1/4" = 1'-0"
P-2 10
EXT-2
10
64-12901-00
SCALE: As indicated
DRAWING:
M200
REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
CH-400
5
NEW
TRANSFORMER
NOTICE
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
TRANE
CHILLER
ETR
2
5
KEY PLAN
3
MECHANICAL DETAIL KEYED NOTES
1
4
INSTALL CHILLER VIBRATION ISOLATORS AND SHIM TO COMPENSATE FOR STEEL DEFLECTION
TO MAINTAIN CHILLER LEVEL TO WITHIN 1/4". SEE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. CHECK AND SHIM CHILLER AFTER IT IS FILLED WITH SOLUTION TO MAINTAIN
CHILLER LEVEL WITHIN 1/4".
SUPPORT PIPE INDEPENDENT OF CHILLER.
SLEEVE PIPE OPENINGS THROUGH WALL. MAKE WATER TIGHT SEAL. SEE DETAIL 9, SHEET
M-202
REPAIR UNUSED OPENINGS IN WALL IN KIND.
PROVIDE WATER-TIGHT ALUMINUM JACKET FOR EXTERIOR INSULATED PIPING AND CHILLER
FACTORY INSULATION. SEE SPECIFICATIONS.
2
3
4
5
TRANE
ACCU-2
ETR
TRANE
ACCU-1
ETR
2
EXTERIOR NEW WORK
NOT TO SCALE
3
M201
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
PROJECT
TRANE
CHILLER
ETR
TRANE
CHILLER
ETR
CHILLER
REPLACEMENT
TRANSFORMER
CH-400
2
5
5
1
SHEET TITLE
EQUIPMENT
PLATFORM PLAN
NEW
TRANSFORMER
ROOF SIDE ELEVATION NEW WORK - SECTION 3
1/4" = 1'-0"
4' - 0"
3
CH-400
7' - 5"
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
2
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
CH-400
4
Print Date
4' - 0"
1/22/2014 9:49:49 AM
M201
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
PROJECT NO:
1
64-12901-00
1
13' - 1"
39' - 2"
4' - 0"
SCALE:
1/4" = 1'-0"
DRAWING:
4
ROOF SECTION NEW WORK - SECTION 4
1/4" = 1'-0"
1
ROOF PLAN - NEW WORK
1/4" = 1'-0"
M201
SCHWR
REVISION/DATE/DESCRIPTION
SCHWR
AUTOMATIC AIR VENT
PIPE DRAIN INDIRECT
TO GLYCOL MAKE-UP TANK
SAFETY RELIEF
VALVE SET AT 100 PSI
ADJUST FLOW
FOR 40 GPM
PCHWS
PRIMARY CHILLED WATER SUPPLY
PCHWR
PRIMARY CHILLED WATER RETURN
SCHWS
SECONDARY CHILLED WATER SUPPLY
SCHWR
SECONDARY CHILLED WATER RETURN
01/22/14
OUT FOR BID
FROM SYSTEM
NOTE:
P-1 AND P-2 RUN BLOWDOWN
LINE TO GMS-1
P-3 AND P-4 RUN BLOWDOWN
LINE TO FLOOR DRAIN
CONDENSER
SECTION
TRIPLE DUTY VALVE
SET AT 100 PSIG
FLOW SWITCH PROVIDED
WITH CHILLER
AIR SEPARATOR OR
SEDIMENT SEPARATOR
(SIMILAR ON SECONDARY
CHILLED WATER SYSTEM)
TO
GLYCOL
MAKE-UP
TANK
CH-400
A
BLOWDOWN LINE, PIPE, AND
VALVE SAME SIZE AS
CONNECTION
PCHWR
CONCRETE
INERTIA BASE
PCHWS
EVAPORATOR
DRAIN
SEE CHILLER SHOP DRAWING FOR ADDITIONAL
REFIEF VALVES PROVIDED WITH CHILLER
FLEX RUBBER
SPHERICAL
CONNECTION
(TYP)
SET AT 100 PSIG
MAX MBH = 2075
3
PIPING FLANGE
PIPE ELBOW TURNED
TOWARD VIEWPOINT
4
EXPANSION TANK DETAIL
NOT TO SCALE
PIPE ELBOW TURNED
AWAY FROM VIEWPOINT
SIDE STREAM FILTER PIPING DETAIL
NOT TO SCALE
R
ANGLED PIPE RISE
TOWARD VIEWPOINT
D
ANGLED DROP AWAY FROM
VIEWPOINT
NOTICE
CALIBRATED BALANCE VALVE
MANUAL AIR
VENT AT
HIGHEST POINT
SRV-1
P
AIR COOLED CHILLER PIPING DETAIL
NOT TO SCALE
PIPING UNION
1"
TO FLOOR
DRAIN
3 INCH CONCRETE
HOUSEKEEPING PAD
2
SS-1
DRAIN CONNECTION
SPRING VIBRATION
ISOLATOR, TYP
END SUCTION PUMP DETAIL
NOT TO SCALE
1
SIDE STREAM
FILTER
3 INCH CONCRETE
HOUSEKEEPING PAD
1/2" DRAIN
STEEL SUPPORTS
ADJUSTABLE SUPPORT
2"
CAPPED PIPING
EXPANSION TANK
3 INCH CONCRETE
HOUSEKEEPING PAD
A
2"
DRAIN VALVE
SRV-1
CONCENTRIC REDUCER
TYPICAL (IF REQUIRED)
SUCTION DIFFUSER
WITH STRAINER
SRV-1
TO
SYSTEM
PUMPS
TO GLYCOL
MAKEUP SYSTEM
OR DCW
P
CHECK VALVE
FS
A
SHUT-OFF DUTY, BALL OR
BUTTERFLY VALVE
P
CH-400
8"
DRAIN
OUTSIDE
52°
TO MAKE-UP
CONNECTION AT
EXPANSION TANK
PROVIDE SAFETY RELIEF VALVE SRV-1 SET AT 100 PSIG, AIR VENT,
AND DRAIN WITH VALVE ON EACH PIPING CIRCUIT OF HX-1
THROTTLING DUTY VALVE, GLOBE
42°
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
PRV
INSIDE
8"
PRESSURE REDUCING VALVE
8"
T
44°
8"
P
PRIMARY
LOOP
8"
SET AT 100 PSIG
MAX MBH = 2075
870
GPM
HX-1
52°
P
SRV-1
P
P
P
A
8"
8"
P
1"
40
GPM
VT-1
2"
P
1" DCW FOR CLEAN AND
FLUSH FILL. DISCONNECT
PIPING, VALVE, AND CAP AFTER
CLEANING IS COMPLETE
6
VALVE AND CAP
GLYCOL FILL LINE
P
2" OPENING
AIR VENT AAV-1 OR
MANUAL AIR VENT
TERMINATE
ABOVE
FILLED
FLUID
LEVEL
3-WAY AUTOMATIC CONTROL
VALVE
EQUIPMENT
P
1-1/2"
P
P
TRIPLE DUTY VALVE
54°
PIPING FLEXIBLE CONNECTOR
INTERIOR
P
SEAL WITH SILICONE SEALANT
BETWEEN SLEEVE AND INSULATION
JACKET, BOTH SIDES OF WALL
3" TO FLOOR DRAIN
1-1/2"
EXTERIOR
8"
PRV
12 PSI
3/4"
GMS-1
AIR VENT DETAIL
NOT TO SCALE
SS-1
1" TO EXT-1
2"
7
LOCK-SHIELD VALVE
T
8"
P
GLYCOL MAKE-UP SYSTEM PIPING
NOT TO SCALE
A
SET TO 100 PSIG
MAX. MBH = 2075
SRV-1
8"
3" BLOWDOWN TO
FLOOR DRAIN
2-WAY AUTOMATIC CONTROL
VALVE
PIPE STRAINER
8"
8"
3/4"
3 INCH CONCRETE
HOUSEKEEPING PAD
P-4
P
P
AS-1
PRV
1-1/2"
DRAIN
PACKAGED GLYCOL
MAKEUP SYSTEM GMS-1
1"
P
P-3
N.C.
KEY PLAN
SAFETY RELIEF VALVE
8"
8"
8"
SRV
DISCHARGE
PIPING
1"
8"
8"
EXISTING AHU
(TYP)
SRV-1
A
P
P
N.C.
SET AT
20 PSIG
UNION
P
P-2
P-1
SECONDARY
LOOP
54°
P
P
8"
44°
CSF-1
8"
TEST
WELL
42°
927
GPM
SET AT 100 PSIG
MAX MBH = 2075
P
FROM RELIEF
VALVES, DRAINS,
AND AIR VENTS
ON PRIMARY
(GYLCOL) SYSTEM
N.C.
PRESSURE GAUGE
THERMOMETER
SSF-1
EXT-1
SEE DETAIL 6,
SHEET M-202
SEE DETAIL 3,
SHEET M-202
NOTE: SEE PLANS AND DETAILS
ON SHEET M-200 FOR PIPE SIZES
BFP
SEE DETAIL 3,
SHEET M-202
PUMP
TO DCW
HB-1
EXT-2
ALUMINUM INSULATION JACKET,
TERMINATE 4"
INSIDE BUILDING WALL
CHILLED WATER FLOW DIAGRAM
5
NOT TO SCALE
A
AUTOMATIC AIR VENT
A
MANUAL AIR VENT
PIPE INSULATION
WALL SLEEVE
WALL
CONNECT TO EXISTING
8"
44°
T
WALL PENETRATION DETAIL
9
NOT TO SCALE
10"
54°
TEMPERATURE SENSOR
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
PRESSURE TEMPERATURE TAP
44°
10"
HB-1
8"
10"
PUMP SCHEDULE (FURNISHED BY OWNER)
10"
EQUIP
I.D.
MODEL
P-1
5 BC
P-2
5 BC
P-3
5E
P-4
5E
54°
COOLING
TOWER
HOSE BIBB VALVE
LOCATION
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
GPM
933 GPM
933 GPM
910 GPM
910 GPM
EFFICIENCY
78%
78%
84%
84%
MOTOR DATA
SUCTION DISCHARGE IMPELLER
SIZE
SIZE
DIAMETER HP VOLTAGE PHASE
6"
5"
8 5/8"
20 hp
460 V
3
6"
5"
8 5/8"
20 hp
460 V
3
6"
5"
11"
40 hp
460 V
3
6"
5"
11"
40 hp
460 V
3
GLYCOL
TYPE
PROPYLENE
PROPYLENE
PROPYLENE
PROPYLENE
%
35
35
10
10
NOTES
1,2,3,5,6,7
1,2,3,5,6,7
1,2,3,4,6,7
1,2,3,4,6,7
NOTES: 1. GPM AND HEAD REQUIRED FOR 35% GLYCOL.
2. SUCTION DIFFUSER.
3. TRIPLE DUTY VALVE.
4. INVERTER DUTY, HIGH EFFICIENCY MOTOR.
5. PROVIDE SEALS SUITABLE FOR GLYCOL.
6. BASED ON B&G.
7. PROVIDE CONCRETE INERTIA AND SPRING ISOLATION BASE.
95°
85°
SERVICE
PRIMARY
PRIMARY
SECONDARY
SECONDARY
FT.
HD.
55
55
110
110
10"
8"
44°
8"
8"
95°
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
E
V
A
P
10"
8"
85°
10"
8"
54°
8"
95°
C
O
N
D
10"
85°
8"
T
CWP-1
1200
GPM
85°
54°
E
V
A
P
SF
8"
(85°)
54°
10"
85°
EQUIP. ID
AAV-1
AS-1
EXT-1
EXT-2
GMS-1
SRV-1
SS-1
SSF-1
VT-1
MODEL
107-A
R-8F
B-200
B-200
GMU-30
790-100
SRS 8F
BFN-11
CBT-500
LOCATION
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
ROOF/7TH FLR
7TH FLR MECH
7TH FLR MECH
7TH FLR MECH
FLOW GPM
40
-
AIR
PRECHARGE
(PSIG)
20
12
-
CONNECTION
SIZE (IN)
3/4"
8"
1"
1"
3/4"
3/4"
8"
2"
8"
CAPACITY
BTUH
2075000
-
NOTES
3,4
1,4,12
1,4,6,8
1,4,6,8
1,4,8
2,4,5,6,10
1,4,11
1,4,11
6,7,8
1,6,8,9
SHEET TITLE
MECHANICAL
DETAILS
85°
NOTES: 1. ASME CONSTRUCTION.
2. PRESSURE SWITCH SET TO MAINTAIN 20 PSI SYSTEM PRESSURE.
3. HIGH CAPACITY AUTOMATIC AIR VENT.
4. BASED ON B&G.
5. INSTALL PRV SET AT 20 PSI.
6. PROVIDE CONCRETE BASE.
7. BASED ON FSI
8. GASKETS AND O-RING: NITRILE.
9. BASED ON WESSELS.
10. ELECTRICAL POWER = 115/1/60, 1/2 HP
T
8"
T
T
P
EXPANSION
TANK #1
F
ET
#2
CHWP-1
CWP-2
HEAT EXCHANGER SCHEDULE
PRIMARY CHILLED WATER
SECONDARY CHILLED WATER
EQUIP ID
MANUFACTURER
MODEL # FLOW
EWT
LWT
GLYCOL
%
FLOW EWT LWT
GLYCOL
%
HX-1
BELL & GOSSETT GPX
P86-I
934 GPM 42 °F
52 °F PROPYLENE 35 870 GPM 54 °F 44 °F PROPYLENE 10
NOTES: 1. ALL CONNECTIONS: 6.00" STEEL STUDDED PORTS FOR 150# ANSI FLANGES
945 GPM
(54°)
54°
1200 GPM (85°)
10"
CHWP-2
1/22/2014 9:50:07 AM
Print Date
C
O
N
D
T
HYDRONIC SPECIALTIES
MIN. OP
MAX. OP.
PRESSURE
TANK VOLUME PRESSURE
(PSIG)
(PSIG)
(GAL)
150
90
125
53
125
53
125
55
3
30
125
125
150
500
125
CHILLER
REPLACEMENT
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
44°
T
PROJECT
945 GPM
(54°)
11. BRONZE BODY
12. PROVIDE WITH AUTOMATIC AIR VENT AND BLOWDOWN VALVE
PRESSURE FRAME
PLATE
PLATE
GASKET
# OF
RATING
LENGTH THICKENSS MATERIAL PLATE MIX MATERIAL PLATES
150.00 psi
78.74"
0.4 mm
304
TL
NITRILE HT
377
NOTES
1
PROFESSIONAL OF RECORD:
MICHAEL R MORELLI NO. 77471
EXP DATE: 12/31/2015
54°
10"
8"
MANUFACTURER
TRANE
MARK
CH-400
MODEL
RTAC400
AIR COOLED CHILLER SCHEDULE (FURNISHED BY OWNER)
ELECTRICAL
DIMENSIONS
VOLT.
PHASE
FREQ.
LENGTH
WIDTH
460 V
3
60 Hz
470"
89"
EQUIP. ID
BFP
MANUFACTURER
WATTS
HEIGHT
96"
BACKFLOW PREVENTOR SCHEDULE
MODEL
LOCATION
RPZ-909M1
7TH FLOOR MECH
WIEGHT
SHIPPING
OPERATING
24,890 lb
25,446 lb
DIAMETER
1 1/2"
PRESSURE
175.00 psi
PROJECT NO:
64-12901-00
SCALE: As indicated
DRAWING:
8
EXISTING CHILLED WATER PIPING SCHEMATIC
NOT TO SCALE
M202
REVISION/DATE/DESCRIPTION
01/22/14
OUT FOR BID
GOVERNING CODE: 2011 OHIO BUILDING CODE
1.
FRAMING PLAN NOTES
A.
B.
2.
TOP OF BEAM EQUALS BOTTOM OF STEEL GRATING.
METAL GRATE SHALL BE 1" x 3/16" GALVANIZED STEEL BAR
GRATING. MINIMUM 1 3/16" SPACING BETWEEN BARS AND 4"
SPACING BETWEEN CROSS BARS W/ GALVANIZED FASTENER
CLIPS MOUNTED TO BEAM FLANGE.
INDICATES DIRECTION OF SPAN FOR BAR GRATE.
TOP OF STEEL ELEVATION EQUALS 4'-0" ABOVE EXISTING
ROOF, UNLESS NOTED OTHERWISE.
C.
D.
3.
4.
EXISTING
CHILLER
4' - 6 1/2"
12' - 6"
4' - 6 1/2"
S100
MIN.
6' - 0"
4
EXISTING FRAMING
C12X30
W8X10
W8X10
W8X10
S100
W8X10
1 1/2"Ø GALV. PIPE
RAIL, SEE DETAIL
C12X30
5' - 0"
W12X26
NEW
TRANSFORMER
2.
EXISTING W BEAM
1 7/8"
S100
3.
COORDINATE W/
EXISTING W BEAM
MIN.
6' - 0"
W12X26
8
EQUIP. PROVIDER
8
S100
4.
6
S100
W12X50
5.
= 25 PSF
= 1.0
= 1.0
= 1.0
WIND LOADS
BASIC WIND SPEED
WIND LOAD IMPORTANCE FACTOR, Iw
= 90 MPH
= 1.0
EARTHQUAKE DESIGN DATA
SEISMIC IMPORTANCE FACTOR, I
SEISMIC USE GROUP
MAPPED SPECTRAL RESPONSE ACCELERATIONS
i.
Ss = 15.10%g
ii.
S1 = 4.90%g
SITE CLASS
CUMULATED SPECTRAL RESPONSE COEFFICIENTS
i.
SDS = 0.161
ii.
SD1 = 0.078
SEISMIC DESIGN CATEGORY
= 1.0
=I
=D
=B
STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
ALL CHANNELS, ANGLES, PLATES, ETC. (UNO)
ASTM A36
ALL WIDE FLANGE SHAPES (UNO)
ASTM A992 (Fy=50)
STRUCTURAL TUBE
ASTM A500 (Fy=46)
STEEL PIPE
ASTM (Fy=35)
ANCHOR BOLTS
ASTM F1554, GRADE 36 (Fy=36)
BOLTS
ASTM A325, A490
WELDING ELECTRODES
E70XX UNO, USE E80XX FOR ASTM A706
REINFORCING
ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE
AISC CODE OF STANDARD PRACTICE (2000), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT
SPECIFICATIONS.
THE STEEL STRUCTURE IS A NON-SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM
ACTION OF THE ROOF SHEATHING AND ATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND FOR
RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS AS REQUIRED FOR
STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESES ELEMENTS ARE
COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT.
THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS, WHERE CONNECTION
COMPONENTS ARE NOT IDENTIFIED. THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY
INTEDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION COMPONENTS
IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S SHOP
DRAWINGS. SIGNED AND SEALED SHOP DRAWINGS SHALL BE PROVIDED UPON REQUEST. SEE
SPECIFICATIONS.
ALL EXPOSED STEEL SHALL BE PRIMED AND PAINTED, UNLESS NOTED OTHERWISE.
W12X26
C12X30
W12X26
C12X30
3
1.
W12X50
6
S100
W16X26
W16X26
1 7/8"
2.
5
S100
3.
5
S100
4.
W12X26
5.
6.
7
S100
2
S100
TYP.
4' - 0"
9' - 10 1/2"
7.
19' - 0" V.I.F.
9' - 10 1/2"
8.
9.
4' - 0"
46' - 9"
5' - 5 1/2"
10.
(11) EQUAL SPACES
PLATFORM FRAMING PLAN
1/4" = 1'-0"
1 1/2"Ø GALVANIZED
PIPE HAND RAIL &
POST, TYP.
ANY CHANGES MADE TO THE DESIGN IDENTIFIED ON THESE DRAWINGS AND/OR ASSOCIATED
SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT OF RECORD FOR REVIEW
AND APPROVAL PRIOR TO MAKING ANY MODIFICATIONS TO THE PROJECT. ANY LIABILITY AS A
RESULT OF DESIGN MODIFICATIONS, AS WELL AS ANY COSTS ASSOCIATED WITH SUCH
MODIFICATIONS, MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD
SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH THE MECHANICAL DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP
DRAWINGS AND WORK.
NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF
THE PROFESSIONAL OF RECORD.
NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE
WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED
UPON THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN
CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.
THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS
RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE
REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES.
DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS.
CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER
THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION
PERIOD.
THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING OF ANY DEVIATION FROM
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY
OF SUCH DEVIATION BY THE ENGINEER OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA,
ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF RECORD OF SUCH
DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN
APPROVAL TO THE SPECIFIC DEVIATION.
1 1/2"Ø GALVANIZED
PIPE HAND RAIL &
POST, TYP.
PROJECT
NEW RTU
CHILLER
REPLACEMENT
TYP.
3/16
TYP.
3/16
1"x3/16" GALV. BAR
GRATING, TYP.
1"x3/16" GALV. BAR
GRATING, TYP.
W-BEAM, SEE PLAN
20 W FEDERAL
STREET
YOUNGSTOWN, OH
44503
W-BEAM,
SEE PLAN
CHANNEL,
SEE PLAN
SECTION
2
1" = 1'-0"
SHEET TITLE
W-BEAM,
SEE PLAN
PLATFORM
FRAMING PLAN &
DETAILS
SECTION
3
1" = 1'-0"
RTU NOT SHOWN
FOR CLARITY
NEW TRANSFORMER
STL. BEAM, SEE PLAN
RTU NOT SHOWN
FOR CLARITY
RTU NOT SHOWN
FOR CLARITY
STIFFENER PL, FULL
DEPTH, EA. FACE
NEW STL. BEAM
TYP.
3/16
NEW 1"x3/16" GALV.
BAR GRATING, TYP.
4
SECTION
1" = 1'-0"
NEW W-BEAM,
SEE PLAN
STIFFENER PL, FULL
DEPTH, EA. FACE
TYP.
3/16
TYP.
RETURN
TYP.
5
3"
3/16
EXIST.
FRAMING
3/16
AISC SHEAR PL
CONN. W/ (3) 3/4"Ø
A325 BOLTS
EXISTING
FRAMING
3/16
SECTION
1" = 1'-0"
PROFESSIONAL OF RECORD:
RICHARD D. WEIKEL NO. E-66746
3"
EXIST.
GRATING
STL. BEAM, SEE PLAN
TYP.
STL. BEAM, SEE
PLAN. COPE ENDS
FOR CONNECTION
1 1/2"
C:\Users\cnims\Documents\Youngstown Chiller_cnims.rvt
KEY PLAN
engineers, architects, planners
333 E. Federal Street
Youngstown, OH 44503
phone (330) 744-5321
fax (330) 744-5256
1/4"x4" KICK PLATE
1/22/2014 9:50:38 AM
THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO
THE AGREEMENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION, OR
DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF THE
ARCHITECT. ALL COMMON LAW RIGHTS
OF COPYRIGHT AND OTHERWISE ARE
HEREBY SPECIFICALLY RESERVED.
NEW RTU
1/4"x4" KICK PLATE
Print Date
NOTICE
MISCELLANEOUS:
NEW
CHILLER
S100
4' - 0"
SNOW LOADS
GROUND SNOW LOAD, pg
SNOW EXPOSURE FACTOR, Ce
THERMAL FACTOR, Ct
SNOW LOAD IMPORTANCE FACTOR, Is
S100
7' - 3 1/4"
THIS SECTION OF
HANDRAIL TO BE
REMOVEABLE
7' - 7"
17' - 10"
3
1
= 40 PSF
= 125 PSF
STRUCTURAL STEEL:
1.
2
MINIMUM LIVE LOADS
CATWALKS
LIGHT STORAGE
W-BEAM,
SEE PLAN
AISC ANGLE CONN.
(2) A325 BOLTS
C CHANNEL, SEE PLAN
PROJECT NO:
SCALE: As indicated
STL. BEAM, SEE
PLAN
2"
6
SECTION
1" = 1'-0"
EXISTING
FRAMING
7
SECTION
1" = 1'-0"
64-12901-00
8
SECTION
1" = 1'-0"
DRAWING:
S100