unf hodges stadium new piping service … 17-07 drawings.pdf · hodges stadium new piping service...
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39A
11/15/2016
UNIVERSITY OF NORTH
FLORIDA
JACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORD
BID DOCUMENTS
Project Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/15/16 4:43:04 P
M N
:\G
NV
\2016\16054-10\15 D
RA
WIN
GS
\G
\C
OV
ER
.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
COVER
NONE TDJ
FJ
Scale: NONE
PROJECT SITE LOCATION1
BID SET NO.
UNIVERSITY OF NORTH FLORIDAONE UNF DRIVE, JACKSONVILLE, FL 32224
Stamps & Approvals
BID DOCUMENTS DATE: 11/15/2016AEI #16054-10
UNF HODGES STADIUM NEW PIPING SERVICE
PROJECT SITE
LOCATION
UNF 15-10
MECHANICALM-001 MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS
M-100 OVERALL CHILLED WATER AND HOT WATER SITE PLAN
M-101 PARTIAL CHILLED WATER AND HOT WATER SITE PLAN
M-102 PARTIAL CHILLED WATER AND HOT WATER SITE PLAN
M-201 MECHANICAL ROOM #114 DEMOLITION AND NEW WORK PLANS
M-301 MECHANICAL CONTROLS
M-401 MECHANICAL DETAILS
ELECTRICALE-001 ELECTRICAL LEGEND, NOTES, ABBREVIATIONS AND SPECIFICATIONS
E-101 ELECTRICAL DEMOLITION AND NEW WORK PLAN
E-201 ELECTRICAL SCHEDULES, RISER DIAGRAM AND ELECTRICAL ROOM
XXXXXXXXXX
TSLA02
XXX##
1M-1
P1
REFER
M-1
2
M-1
LETTER FIRST POSITION LETTER SECOND POSITIONA A ALARMB BC COMMAND C CONTROLD D DIFFERENTIALE VOLTAGE E ELEMENTF FLOW FG GAGING G GLASSH HAND H HIGHI CURRENT I INDICATORJ POWER JK TIME KL LEVEL L LOWM MOISTURE (OR HUMID.) M MIDDLEN NO OCCUPANCY OP PRESSURE (OR VAC.) P POINTQ QUANTITY QR R RECORDERS SPEED S SWITCHT TEMPERATURE T TRANSMITTERU UV VIBRATION V VALVE/DAMPERW WEIGHT/FORCE W WELLX USER-DEFINED XY EVENT OR STATE Y RELAY/CONVERTERZ POSITION Z DRIVE/ACTUATE
M
FLOW DIRECTION DESIGNATION
LINE CONTINUATION BREAK
DOUBLE
ELBOW DOWN
ELBOW UP
BOTTOM CONNECTION(45° OR 90°)
TOP CONNECTION(45° OR 90°)
45° PIPE RISE(R)/DROP(D)
(REFER TO SPECIFICATIONFOR SIDE, TOP OR BOTTOM TEE)
EXISTING PIPING TOBE REMOVED
EXISTING PIPING TO REMAIN
SINGLE
MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS
DRAIN VALVE
SPRING CHECK VALVE
BALL VALVE
BUTTERFLY VALVE
CHSCHR
CHILLED WATER SUPPLYCHILLED WATER RETURN
(REFER TO CONTROLS ABBREVIATION MATRIX)INSTRUMENT TAG NUMBER
INSTRUMENT IDENTIFIER
SINGLE DEVICECONNECTION POINT
PUMP
PROCESS FLOW DIRECTIONAL
PROCESS MEDIUM DESCRIPTION
SECONDARY CHILLED WATER PUMPVARIABLE FREQUENCY DRIVE
--
SCWPVFD
GALLONS PER MINUTEGALVANIZED STEELGS
GPM--
-
--
-
-
- VOLTSV
PSIGPSI
PD
SS
PSF
--WG
WC
POUNDS PER SQUARE INCH GAUGEPOUNDS PER SQUARE INCH
PRESSURE DROP
WATER COLUMNWATER GAUGE
STAINLESS STEEL
POUNDS PER SQUARE FOOT
-FC
--AFF
ADJABOVE FINISHED FLOORADJUSTABLE
-
--
-
-
FO
FLAFLR
FOC
FPS
-HP
FAIL OPENFLOOR
-MBH-NPS-NTS
--
BTUBTUH
--
-COPPER
DDCCUCS
-
-
EA
EWT
ELEVATION ASSUMED
BRITISH THERMAL UNITBRITISH THERMAL UNITS PER HOUR
DIRECT DIGITAL CONTROL
ENTERING WATER TEMPERATURE
CARBON STEEL
NOMINAL PIPE SIZENOT TO SCALE
FAIL CLOSED
FIBER OPTICS CABLE
FEET PER SECOND
FULL LOAD AMPS
THOUSANDS OF BTU PER HOUR
HORSE POWERLEAVING WATER TEMPERATURELWT -
- EXISTINGX
ELECTRIC MOTOR DRIVEN VALVE
MATCHLINE DESIGNATION
REVISION REFERENCE
EQUIPMENT (PUMP INDICATED)
PLAN CONTINUATION REFERENCE
POINT OF NEWCONNECTIONTO EXISTING
SECTION DESIGNATION(TOP DESIGNATES SECTION NUMBER,BOTTOM DESIGNATES ON WHICH SHEETSECTION APPEARS)
DETAIL REFERENCE (TOP=DETAIL NO.,BOTTOM=DRAWING NO. SHOWN ON)
GENERAL OR SPECIALNOTES REFERENCE
PIPE FLEXIBLE CONNECTION
FLANGE
UNIONCONCENTRIC REDUCER
ECCENTRIC REDUCER
TEST PLUG (PRESSURE/TEMP.)
DIRECTION OF FLOW
GENERAL PIPELINESTRAINER WITH DRAIN
2" AND SMALLER, CAP OR PLUG 2-1/2"AND LARGER, BLIND FLANGE
PRESSURE GAUGE(WITH BALL VALVE)
-BCP BAS CONTROL PANEL-BAS BUILDING AUTOMATION SYSTEM
-TYP TYPICAL
-WWF WELDED WIRE FABRIC
-CONT CONTINUOUS
BUTTERFLY CONTROL VALVE
2-WAY CONTROL VALVE (VALVEBODY AS SPECIFIED)
-CONC CONCRETE
DOUBLESINGLE
-CHW CHILLED WATER
-HHW HEATING HOT WATER
- UNDERGROUND ELECTRICALUGE
-RCP REINFORCED CONCRETE PIPE
-FPM FEET PER MINUTE
-ETR EXISTING TO REMAIN-TEL TELEPHONE
-COMM COMMUNICATION
CHW CHILLED WATERHHW HEATING HOT WATER
3-WAY CONTROL VALVE (VALVEBODY AS SPECIFIED)
11/15/2016
UNIVERSITY OF NORTHFLORIDAJACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORDFL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTSProject Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/
15/1
6 4
:43:
05 P
M N
:\GN
V\2
016\
1605
4-10
\15
DR
AW
ING
S\M
\M-0
01.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
MECHANICAL LEGEND,SYMBOLS ANDABBREVIATIONS
NONE TDJ
FJ
M-001
MARK
SCHP-1
NOTES:1. PUMP ROTATION TO BE CCW WHEN VIEWED FROM PUMP SUCTION END
LOCATION
ROOM 114
SERVICE
CHILLED WATER
TYPE
END SUCTION
FLOW
(GPM)
180
DISCH.HEAD
(FT)
80
MIN.NPSHREQ'D
(FT)
-
MIN.EFF.(%)
74
SIZE (IN)SUCT.
2.5
DISCH.
2
MOTORHP
7-1/2
RPM
1750
VOLT
460
PH
3
VFD
YES
PUMPSREMARKS
BASIS OF DESIGN:B&G
1
MARK
VSD-1
SERVICE
SCHP-1
HP
7-1/2
BYPASSSTARTER
YES
ENCLOSURETYPE
NEMA 1
INPUT ELECTRICAL CHARACTERISTICSVOLT
460
PHASE
3
FREQUENCY
60
VARIABLE FREQUENCY DRIVESREMARKS
REFER
M-101
REFER
M-102
1'-0"(TYP. FOR SHORING)
11'-2"
3'-0"(M
IN
)
1'-0"MIN(TYP)
(1)
CLEAN COMPACTED BACKFILL
0'-4"(M
IN
)
COMPACTED BEDDING.
1'-0"(M
IN
)
FINISH GRADE
DETAIL NOTES:
1. REFER TO SPECIFICATIONS FOR EXCAVATION AND BACKFILL
REQUIREMENTS.
2. RESTORE GRADES TO ORIGINAL ELEVATIONS AND REPLACE SURFACES TO
EXISTING CONDITIONS.
10"CHW10"CHW
6"HHW6"HHW
PRE-INSULATED PIPING SYSTEM (TYP)
4'-6"(M
IN
)
DETAIL KEYNOTES:
(1) MINIMUM 2'-0" FROM TRENCH WALL.
11/15/2016
UNIVERSITY OF NORTH
FLORIDA
JACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORD
FL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTS
Project Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/15/16 4:43:09 P
M N
:\G
NV
\2016\16054-10\15 D
RA
WIN
GS
\M
\M
-100.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
GRAPHIC SCALE 1"=40'-0"
OVERALL CHILLEDWATER AND HOTWATER SITE PLAN
AS NOTED TDJ
FJ
M-100
SCALE:
11"=40'-0"
OVERALL CHILLED WATER AND HOT WATER SITE PLAN
SCALE:
21/2"=1'-0"
TYPICAL CHILLED WATER AND HOT WATER TRENCH SECTIONGRAPHIC SCALE 1/2"=1'-0"
GENERAL NOTES1. WORK SHOWN HEREIN IS INTENDED TO SHOW END
RESULT AND DOES NOT FULLY IMPLY SEQUENCING OF
WORK. CONTRACTOR TO ESTABLISH WORK SEQUENCE
VIA COORDINATION WITH OWNER AND REVIEW OF
EXISTING CONDITIONS.
2. COORDINATE WITH OWNER ALL WORK REQUIRING
PHASING AND THE SHUT DOWN OF EXISTING OR
STARTUP OF NEW UTILITIES PRIOR TO START OF WORK.
WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT,
ON WEEKENDS AND/OR OVER HOLIDAYS.
3. EXPANSION LOOPS, ANCHORS AND GUIDES SHOWN AS
REFERENCE ONLY. PRE-INSULATED UNDERGROUND
PIPING MANUFACTURER TO PROVIDE DETAILED
INSTALLATION DRAWINGS SPECIFIC TO
MANUFACTURER'S PIPING SYSTEM. SEE SPECIFICATION
23 2114 FOR SUBMITTAL REQUIREMENTS.
5
61
4'-0" CHAINLINK FENCE
PIPE TRENCH
12"x19"STORM
TELECOMIRRIGATION
FORCE MAINFORCE MAIN
ELECTRICAL6'-0" CHAINLINK FENCE
FORCE MAIN
TELECOMFIBER OPTIC
2"DCW
ELECTRICAL
2
3
4
3
ANCHOR
6"XCHS6"XCHR
10"CHW10"CHW6"HHW6"HHW
MA
TCH
LIN
E
08+0
0
07+0
0
06+0
0
05+3
1
05+0
8.4
05+0
0
04+0
0
EN
D O
F P
RO
FILE
1
6
10"CHW
GRADE
6"CHW
04+0
0
05+0
0
06+0
0
07+0
0
08+0
0
ELV 25.00
ELV 30.00
ELV 35.00
ELV 40.00
ELV 45.00
ELV 25.00
ELV 30.00
ELV 35.00
ELV 40.00
ELV 45.00
05+3
1
05+0
8.4
TELECOM
ELECTRICAL2"DCW
ELECTRICAL
FORCE MAIN
6'-0" CHAINLINK FENCE
ELECTRICALFORCE MAIN
IRRIGATION
TELECOM 12"x19"STORM
RETENTIONPOND
FORCE MAIN
4'-0" CHAINLINK FENCE
SIDEWALK SERVICEDRIVE
MA
TCH
LIN
E
30°E
LBO
W
30°E
LBO
W
11/15/2016
UNIVERSITY OF NORTHFLORIDAJACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORDFL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTSProject Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/
15/1
6 4
:43:
12 P
M N
:\GN
V\2
016\
1605
4-10
\15
DR
AW
ING
S\M
\M-1
01.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
SCALE:1 1"=20'-0"PARTIAL CHILLED WATER AND HOT WATER SITE PLAN
SCALE:2 HORIZONTAL - 1"=20'-0" / VERTICAL - 1"=5'-0"PARTIAL CHILLED WATER AND HOT WATER PROFILE
1
GRAPHIC SCALE 1"=20'-0"
PARTIAL CHILLED WATER AND HOTWATER SITE PLAN
1"=20'-0" TDJ
FJ
M-101
2
3
4
5
GRAPHIC SCALE 1"=5'-0"
6
GENERAL NOTES
TERMINATE 10" CHILLED WATER AND 6" HOT WATER WITHBLIND FLANGE.
NEW 6" CHILLED WATER VALVES. PROVIDE VALVE BOX.REFER TO DETAILS.
CAP EXISTING 6" CHILLED WATER PIPES BELOW GRADE ANDABANDON.
DEMOLISH EXISTING CHILLER. CONCRETE SLAB TO REMAIN.
REMOVE AND RETAIN 4'-0" CHAIN-LINK FENCE. AVOIDDAMAGE TO ATHLETIC STRUCTURES WITHIN FENCED AREA.AFTER COMPLETION OF WORK REINSTALL 4'-0" CHAIN-LINKFENCE.
KEEP TRENCH FREE FROM WATER UNTIL PIPE JOINTMATERIAL HAS HARDENED.
SHEET KEYNOTES
1. THE EXISTING SIZE, ELEVATION, LOCATION AND SERVICEOF UNDERGROUND UTILITY LINES SHOWN HEREON AREAPPROXIMATE. ADDITIONAL UNKOWN EXISTINGUTILITIES MAY BE PRESENT. VERIFY UNDERGROUNDUTILITY LINES AND MAKE ADJUSTMENTS TO THE SAME INTHE EVENT THERE ARE CONFLICTS WITH NEWCONSTRUCTION.
2. PROTECT ALL EXISTING UTILITIES, STRUCTURES, ETC.EXISTING STRUCTURES AND FACILITIES, INCLUDING BUTNOT LIMITED TO BUILDINGS, UTILITIES, TOPOGRAPHY,STREETS, CURBS, WALKS, LANDSCAPE MATERIALS, ANDOTHER IMPROVEMENTS THAT ARE DAMAGED ORREMOVED, SHALL BE PATCHED, REPAIRED, ORREPLACED BY THE CONTRACTOR TO THE SATISFACTIONOF THE ENGINEER, THE OWNER, AND AUTHORITIESHAVING JURISDICTION. HAND EXCAVATION MAY BEREQUIRED IN SOME AREAS.
3. DUE TO THE SENSITIVE NATURE OF MAINTAININGUTILITIES TO THIS CAMPUS, COORDINATE WITH OWNERALL WORK REQUIRING THE SHUTDOWN OF EXISTING, ORSTARTUP OF NEW UTILITIES PRIOR TO START OF WORK.WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT,ON WEEKENDS AND/OR OVER HOLIDAYS. CONTRACTORIS TO COORDINATE ALL WORK WITH OWNER ANDOUTSIDE UTILITY COMPANIES IN ORDER TO PREVENTDAMAGE TO UTILITY LINES AND MAKING OFADJUSTMENTS TO SAME.
4. IN NO CASE SHALL NEW UNDERGROUND UTILITIES HAVELESS THAN 3 FEET OF COVER UNLESS APPROVED BYENGINEER.
5. PROVIDE REDUCING FITTINGS WHERE REQUIRED INMAKING NEW CONNECTIONS TO EXISTING. WHEREINTERFERENCES DEVELOP IN FIELD, OFFSET ORREROUTE PIPING AS REQUIRED TO CLEAR SUCHINTERFERENCES.
6. PROVIDE REMOVAL AND REPLACEMENT/RELOCATION OFALL SURFACE OBJECTS INCLUDING, BUT NOT LIMITED TOSIGNS, TREES, PLANTERS, BIKE RACKS, UTILITY POLES,ETC. AS NECESSARY TO INSTALL NEW UNDERGROUNDPIPING.
7. WORK SHOWN HEREIN IS INTENDED TO SHOW ENDRESULT AND DOES NOT IMPLY SEQUENCING OF WORK.CONTRACTOR TO ESTABLISH WORK SEQUENCE VIACOORDINATION WITH OWNER AND REVIEW OF EXISTINGCONDITIONS.
1
2
2
3 3 4
ELECTRICAL(ABANDONED)
10"STORMFIBER OPTIC
TELECOMIRRIGATION
ELECTRICAL(ABANDONED)
FORCE MAINTELECOM
STORMIRRIGATION
FORCE MAINELECTRICAL
PIPE TRENCH
HOT WATEREXPANSION LOOP
PIPE ANCHORPIPE GUIDE
PIPE GUIDE
10"CHW10"CHW6"HHW6"HHW
10"XCHW10"XCHW6"XHW6"XHW
MA
TCH
LIN
E04
+00
03+0
0
02+0
0
01+0
0 00+58.3
00+26.4
00+0
0
4'-0" CHAINLINK FENCE
6'-0" CHAINLINK FENCE
4
GRADE
10"CHW
00+0
0
01+0
0
02+0
0
03+0
0
04+0
0
ELV 25.00
ELV 30.00
ELV 35.00
ELV 40.00
ELV 45.00
ELV 25.00
ELV 30.00
ELV 35.00
ELV 40.00
ELV 45.00
60°E
LBO
W
60°E
LBO
W
MA
TCH
LIN
E
01+5
8.3
00+2
6.4
ELECTRICAL(ABANDONED)FIBER OPTIC
TELECOMFIBER OPTIC
IRRIGATIONFORCE MAIN
TELECOM
10"STORM
6'-0" CHAINLINK FENCE
IRRIGATION 10"STORM
ELECTRICAL(ABANDONED)
EXISTING DIRECTBURIED VALVE (QTY.4)
EXISTING VALVEBOX ACCESS (QTY.4)
4'-0" CHAINLINK FENCE
HHW EXPANSIONLOOP (BEHIND CHW)
11/15/2016
UNIVERSITY OF NORTHFLORIDAJACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORDFL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTSProject Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/
15/1
6 4
:43:
16 P
M N
:\GN
V\2
016\
1605
4-10
\15
DR
AW
ING
S\M
\M-1
02.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
8'
16'
32'
SCALE:1 1"=20'-0"PARTIAL CHILLED WATER AND HOT WATER SITE PLAN
1
GRAPHIC SCALE 1"=20'-0"
PARTIAL CHILLED WATER AND HOTWATER SITE PLAN
1"=20'-0" TDJ
FJ
M-102
SCALE:2 HORIZONTAL: 1"=20'-0" / VERTICAL: 1"=5'-0"PARTIAL CHILLED WATER AND HOT WATER PROFILE
2
3
GRAPHIC SCALE 1"=5'-0"
4
GENERAL NOTES
EXISTING CHILLED WATER AND HOT WATER VALVES.
REMOVE AND RETAIN 4'-0" CHAIN-LINK FENCE. AVOIDDAMAGE TO ATHLETIC STRUCTURES WITHIN FENCED AREA.AFTER COMPLETION OF WORK REINSTALL 4'-0" CHAIN-LINKFENCE.
AVOID DAMAGE TO ATHLETIC STRUCTURES IN THIS AREA.
KEEP TRENCH FREE FROM WATER UNTIL PIPE JOINTMATERIAL HAS HARDENED.
SHEET KEYNOTES
1. THE EXISTING SIZE, ELEVATION, LOCATION AND SERVICEOF UNDERGROUND UTILITY LINES SHOWN HEREON AREAPPROXIMATE. ADDITIONAL UNKOWN EXISTINGUTILITIES MAY BE PRESENT. VERIFY UNDERGROUNDUTILITY LINES AND MAKE ADJUSTMENTS TO THE SAME INTHE EVENT THERE ARE CONFLICTS WITH NEWCONSTRUCTION.
2. PROTECT ALL EXISTING UTILITIES, STRUCTURES, ETC.EXISTING STRUCTURES AND FACILITIES, INCLUDING BUTNOT LIMITED TO BUILDINGS, UTILITIES, TOPOGRAPHY,STREETS, CURBS, WALKS, LANDSCAPE MATERIALS, ANDOTHER IMPROVEMENTS THAT ARE DAMAGED ORREMOVED, SHALL BE PATCHED, REPAIRED, ORREPLACED BY THE CONTRACTOR TO THE SATISFACTIONOF THE ENGINEER, THE OWNER, AND AUTHORITIESHAVING JURISDICTION. HAND EXCAVATION MAY BEREQUIRED IN SOME AREAS.
3. DUE TO THE SENSITIVE NATURE OF MAINTAININGUTILITIES TO THIS CAMPUS, COORDINATE WITH OWNERALL WORK REQUIRING THE SHUTDOWN OF EXISTING, ORSTARTUP OF NEW UTILITIES PRIOR TO START OF WORK.WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT,ON WEEKENDS AND/OR OVER HOLIDAYS. CONTRACTORIS TO COORDINATE ALL WORK WITH OWNER ANDOUTSIDE UTILITY COMPANIES IN ORDER TO PREVENTDAMAGE TO UTILITY LINES AND MAKING OFADJUSTMENTS TO SAME.
4. IN NO CASE SHALL NEW UNDERGROUND UTILITIES HAVELESS THAN 3 FEET OF COVER UNLESS APPROVED BYENGINEER.
5. PROVIDE REDUCING FITTINGS WHERE REQUIRED INMAKING NEW CONNECTIONS TO EXISTING. WHEREINTERFERENCES DEVELOP IN FIELD, OFFSET ORREROUTE PIPING AS REQUIRED TO CLEAR SUCHINTERFERENCES.
6. PROVIDE REMOVAL AND REPLACEMENT/RELOCATION OFALL SURFACE OBJECTS INCLUDING, BUT NOT LIMITED TOSIGNS, TREES, PLANTERS, BIKE RACKS, UTILITY POLES,ETC. AS NECESSARY TO INSTALL NEW UNDERGROUNDPIPING.
7. WORK SHOWN HEREIN IS INTENDED TO SHOW ENDRESULT AND DOES NOT IMPLY SEQUENCING OF WORK.CONTRACTOR TO ESTABLISH WORK SEQUENCE VIACOORDINATION WITH OWNER AND REVIEW OF EXISTINGCONDITIONS.
HOT WATER EXPANSION LOOP
PIPE ANCHOR(TYPICAL)
PIPE GUIDE(TYPICAL)
PIPE
X-SCHP
1
X-PCHP
1
X-VSD
1
6"XCHR UP
6"XCHS UP
4"
EXISTING
EXPANSION TANK
4"
3"XCHR
3"XCHS
EXISTING
4" BYPASS
2"XCHR
2"XCHS
6"X
CH
R
6"X
CH
S
4"
4"
EXISTING
MOTOR
STARTER
EXISTING
CHEMICAL
SHOT FEEDER
CONNECTION FOR
FUTURE PUMP
EXISTING
CONTROL
PANEL
SCHP
1
VSD
1
11
2
6"XCHR UP
6"XCHS UP
3"XCHR
3"XCHS
6" BYPASS
2"XCHR
2"XCHS
6"X
CH
R
6"X
CH
S
4"
4"3-WAY
BYPASS
CONTROL
VALVE
6"
EXISTING
CONTROL
PANEL
CLEARANCE
11/15/2016
UNIVERSITY OF NORTH
FLORIDA
JACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORD
FL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTS
Project Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/15/16 4:43:21 P
M N
:\G
NV
\2016\16054-10\15 D
RA
WIN
GS
\M
\M
-201.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
KEYPLAN
AREA OF WORK
1
SCALE:
11/4"=1'-0"
MECHANICAL ROOM #114 DEMOLITION PLANSCALE:
21/4"=1'-0"
MECHANICAL ROOM #114 NEW WORK PLAN
GRAPHIC SCALE 1/4"=1'-0"
MECHANICAL ROOM#114 DEMOLITION ANDNEW WORK PLAN
1/4"=1'-0" TDJ
FJ
M-201
2
GENERAL NOTES
INSTALL NEW CONTROL VALVES AT AHU-1, 1.1 & 1.2. REFER
TO DRAWING M-401.
INSTALL NEW BYPASS PIPING AND DIFFERENTIAL
PRESSURE TRANSMITTER IN THE THIRD FLOOR UPPER
CONCOURSE. REFER TO DRAWING M-401.
SHEET KEYNOTES
1. WORK SHOWN HEREIN IS INTENDED TO SHOW END
RESULT AND DOES NOT FULLY IMPLY SEQUENCING OF
WORK. CONTRACTOR TO ESTABLISH WORK SEQUENCE
VIA COORDINATION WITH OWNER AND REVIEW OF
EXISTING CONDITIONS.
2. COORDINATE WITH OWNER ALL WORK REQUIRING THE
SHUT DOWN OF EXISTING OR STARTUP OF NEW
UTILITIES PRIOR TO START OF WORK. WORK MAY BE
REQUIRED TO BE PERFORMED AT NIGHT, ON WEEKENDS
AND/OR OVER HOLIDAYS.
3. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO:
EXISTING PUMP AND ASSOCIATED PIPING, CONTROLS,
HANGERS, SUPPORTS AND ASSOCIATED
APPURTENANCES, ETC., AS REQUIRED TO FACILITATE
INSTALLATION OF NEW HVAC SYSTEMS AND EQUIPMENT
DETAILED ON NEW WORK PLANS. ALL DEMO AND NEW
WORK IS REQUIRED TO BE COORDINATED WITH THE
OWNER.
VFD
SC
01
CHS FROM
PLANT
PDT
01
CHR TO
PLANT
CHS FROM
PLANT/PUMP
1
1
2
3
WORKSTATION
TAG
HARDWARE
PDT 01
FCV 01
CY 01
IS 01
SC 01
TE 01
TE 02
FT 01
TCV 01
TCV 02
TCV 03
SOFTWARE
SDP
SDP
SDP
TYPICAL POINTS FOR ALL VFDs:
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
SDP
POINT DESCRIPTION
BUILDING DIFFERENTIAL PRESSURE
BYPASS VALVE COMMAND
PUMP COMMAND
PUMP STATUS
PUMP SPEED COMMAND
CHILLED WATER SUPPLY TEMPERATURE
CHILLED WATER RETURN TEMPERATURE
CHILLED WATER SUPPLY FLOW RATE
COOLING COIL VALVE COMMAND (AHU-1)
COOLING COIL VALVE COMMAND (AHU-1.1)
COOLING COIL VALVE COMMAND (AHU-1.2)
SYSTEM ENABLE
BUILDING DIFFERENTIAL PRESSURE SETPOINT
CHILLED WATER LOAD
ALARM
CURRENT
DRIVE SPEED
FREQUENCY
HAND / OFF / AUTO STATUS
LAST FAULT NUMBER
OK/FAULTED STATUS
POWER
POWER CONSUMPTION
POWER CONSUMPTION TOTALIZED
RUN TIME
SET POINT
SPEED FEEDBACK
STOP/RUN STATUS
UNITS
PSID
OPEN/CLOSE
ENABLE/DISABLE
ON/OFF
%
DEG F
DEG F
GPM
% OPEN
% OPEN
% OPEN
ON/OFF
PSID
TONS
ALARM/NORMAL
A
RPM
HZ
HOA
#
OK/FAULTED
KW
KW
KWH
HOURS
HZ
HERTZ
STOP/RUN
USER INFORMATION
POINT TYPE
AN
ALO
G
X
X
X
X
X
X
X
X
X
DIG
IT
AL
X
X
IN
TE
GR
AT
ED
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SE
TP
OIN
T V
ALU
E
5.0
ALARM
CONDITION
HIG
H LIM
IT
LO
W LIM
IT
ALA
RM
D
ELA
Y (M
IN
)
1.0
CY
01
IS
01
CHR TO
PLANT
2
SCHP
1
CHS TO
BUILDING
CHR FROM
BUILDING
FCV
01
TE
01
FT
01
TE
02
3
3
M
SHEET KEYNOTESLOCATE TRANSMITTER IN 3RD FLOOR
CONCOURSE. REUSE EXISTING
DIFFERENTIAL PRESSURE TRANSMITTER
LOCATED IN MECHANICAL ROOM FOR
INFORMATION ONLY.
UPDATE BAS GRAPHICS TO REFLECT
NEW EQUIPMENT AND DEVICES
PROVIDE NEW PRESSURE INDEPENDENT
CONTROL VALVE AND ACTUATOR AT
AHU-1, 1.1 & 1.2. COORDINATE
INSTALLATION WITH MECHANICAL
CONTRACTOR. SIZE VALVES BASED ON
THE FOLLOWING FLOW RATES:
AHU-1 = 55 GPM, AHU-1.1 = 60 GPM,
AHU-1.2 = 60 GPM.
BYPASS
CHW SYSTEM DESCRIPTION
REPLACE EXISTING CHILLER SECONDARY PUMP AND CONVERT TO BUILDING
TERTIARY PUMP.
BYPASS VALVE & PUMP CONTROL
IF BUILDING DIFFERENTIAL PRESSURE IS LESS THAN SETPOINT, WITH BYPASS
CONTROL VALVE 100% OPEN:
1. BYPASS CONTROL VALVE CLOSES TO BYPASS AND OPENS TO PUMP
2. PUMP STARTS
3. PUMP SPEED MODULATES TO MAINTAIN BUILDING DIFFERENTIAL
PRESSURE SETPOINT.
IF PUMP SPEED IS LESS THEN 30% FOR MORE THAN 15 MINUTES (ADJ):
1. PUMP STOPS
2. BYPASS CONTROL VALVE CLOSES TO PUMP AND OPENS TO BYPASS
AHU SYSTEM SCOPE
REPLACE EXISTING CHILLED WATER COIL CONTROL VALVES WITH PICCV.
INSTALL NEW VALVE ACTUATORS AND RECONNECT WIRING TO EXISTING
CONTROLLERS.
11/15/2016
UNIVERSITY OF NORTH
FLORIDA
JACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORD
FL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTS
Project Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/15/16 4:43:24 P
M N
:\G
NV
\2016\16054-10\15 D
RA
WIN
GS
\M
\M
-301.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
MECHANICAL CONTROLS
NONE TDJ
FJ
M-301
MIN. 18"
SCALE:
SIDE VIEWBNONE
SCALE:
PLAN VIEWANONE
P
(SCALE: NONE)
(SCALE: NONE)(SCALE: NONE)
3 1
2
BRICK PIER REQUIRED TO
PLUMB OPERATOR NUT
RISER PIPE SHALL SIT ON
COMPRESSIBLE FILLER, NOT
ON VALVE
BACK FILL AND COMPACT
AROUND RISER
PIPE
TRENCH
CONCRETE PAD
PIPE
BRICK PIER AS
REQUIRED
VALVE OPERATOR
TO BE SET PLUMB
DETAIL NOTES:
1. WRAP MECHANICAL CONNECTIONS IN POLYETHYLENE PRIOR TO BACKFILLING.
2. OFFSET PIPING AS NECESSARY TO ALLOW FOR VALVE INSTALLATION.
VALVE
NON-SHRINK CEMENT
GROUT, KEEP GROUT OFF
BOLTS
3500# CONCRETE PAD, KEEP
CONCRETE CLEAR OF JOINTS, BOLTS,
AND MECHANICAL DEVICES
TRENCH
BOTTOM
ORIENTATE VALVE
OPERATOR TO THE SIDE OF
THE TRENCH
SHAFT SHALL BE
IN A HORIZONTAL
DIRECTION.
X+18"
4"
X
X+4"
"X"
1'-0"MAXIMUM
VALVE EXTENSION
CENTERING DISK
CAST IRON VALVE BOX WITH STABILIZER PAD.
SEE DETAIL 1/M-401
ASPHALT SURFACE
COMPACTED EARTH
18"
(TYP)
DETAIL
(TYP)
18"
CONCRETE PAD
(TYP)
18"
DETAIL
CONCRETE PAD
COMPACTED STONE
"IN STREET LOCATION"
"SIDE OF ROAD DETAIL"
DETAIL
CONCRETE PAD
"FIELD AND EASEMENT LOCATION"
36"x36"X4"
36"x36"X4"
36"x36"X4"
VALVE BOX WITH
2" PAVING RING
VALVE BOX WITH
2" PAVING RING
24" CONCRETE COLLAR
EXISTING GRADE(TYP)
DETAIL NOTES:
1. MARK VALVE BOX COVERS AS "CHILLED WATER" OR "HEATING HOT WATER", AS
APPLICABLE.
CONCRETE
ANCHOR BLOCK
1/2" STEEL PLATE
CONTINUOUSLY
WELDED TO PIPE.JACKETING AS
SPECIFIED
HIGH
TEMPERATURE
SEALANT
INSULATION
DETAIL NOTES:
1. STEEL PLATE TO BE A MINIMUM OF 12" TALLER THAN PIPE
DIAMETER AND 24" WIDER THAN PIPE DIAMETER.
2. CONCRETE ANCHOR BLOCK TO BE A MINIMUM 12" TALLER THAN
STEEL PLATE AND 24" WIDER THAN STEEL PLATE.
3. ANCHOR BLOCKS SHALL BE ADJACENT TO UNDISTURBED SOIL.
4. ANCHOR BLOCKS SERVING THE SAME PIPING SYSTEM (IE.
SUPPLY/RETURN) MAY BE COMBINED INTO A SINGLE BLOCK
PROVIDED IT MEETS THE MINIMUM SIZING CRITERIA.
(SCALE: NONE)
4
SUCTION
DIFFUSER
EXISTING
CONCRETE PAD
ROUTE TO
FLOOR DRAIN
CHS
EXISTING CAP FOR
FUTURE
CONNECTION
CHS
BYPASS
CHRCHS
DETAIL NOTES:
1. DEMOLISH EXISTING CONTROL AND BALANCING VALVES. MEASURE FLOW
RATE AT COILS PRIOR TO DEMOLITION.
2. EXISTING PIPING SPECIALTIES NOT SHOWN FOR CLARITY.
3. PROVIDE NEW PIPING AS REQUIRED TO INSTALL NEW DEVICES.
4. VERIFY THE FOLLOWING DESIGN FLOW RATES ARE ACHIEVED AT COILS,
AFTER INSTALLATION OF NEW CONTROL VALVES AND PUMP: AHU-1 = 55 GPM,
AHU-1.1 = 60 GPM, AHU-1.2 = 60 GPM.
EXISTING
COOLING COIL
(1)
DETAIL KEYNOTES:
(1) PROVIDE NEW PRESSURE INDEPENDENT CHARACTERISTIC
CONTROL VALVE (PICCV) AND PETE'S PLUGS.
(SCALE: NONE)
6
5
CHR
CHS
MANUAL AIR
VENT (TYP)
FLOW
METER
MECHANICAL ROOM 114
BUILDING ISOLATION
BUTTERFLY VALVE
(TYP)
TO
PUMP
2-1/2"
7
CHR
CHS
3RD FLOOR CONCOURSE
EXISTING ISOLATION
BUTTERFLY VALVE
(TYP)
TO
MECHANICAL
ROOM 114
X-6"
X-3"
(1)
DETAIL KEYNOTES:
(1) INSTALL NEW 1" BYPASS PIPING AND BALL VALVE.
(2) COORDINATE INSTALLATION OF NEW TRANSMITTER WITH
CONTROLS CONTRACTOR.
DIFFERENTIAL
PRESSURE
TRANSMITTER
(2)
SUPPORT FOOT
11/15/2016
UNIVERSITY OF NORTH
FLORIDA
JACKSONVILLE, FLORIDA
HODGES STADIUM
NEW PIPING
SERVICE
ENGINEER-OF-RECORD
FL. P.E. NO. 74671FREEDLENGTON JOSEPH
BID DOCUMENTS
Project Phase:
Sheet No.
Project No.
Date
Sheet Title
Project
Revisions
Scale
Checked By
Drawn By
11/15/16 4:43:28 P
M N
:\G
NV
\2016\16054-10\15 D
RA
WIN
GS
\M
\M
-401.D
WG
Affiliated
Engineers
Tel 352.376.5500 Fax 352.375.3479
Tioga Town Center
Newberry, Florida 32669
Affiliated Engineers SE, Inc.
CA-5140
12921 SW 1st Road Ste 205
MECHANICALDETAILS
NONE TDJ
FJ
M-401
