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BUILDING DATA
Construction Documents - 4/20/2020NOT TO SCALE
DESCRIPTION OF WORK
SCHOOL BOARD
MEMBERS
A. SURVEY PARCEL ID XXX
B. LEGAL DESCRIPTION XXX
C. OCCUPANCY TYPE XXX
D. CONSTRUCTION TYPE TYPE XXX
E. RISK CATEGORY XXX
F. AUTOMATIC SPRINKLER XXX
G. BUILDING AREA XXX
H. BUILDING HEIGHT XXX
I. OCCUPANT LOAD XXX
LOCATION MAP
ENGINEERS & CONSULTANTS
VCS Project NO. 2047715
3750 OLSON DR, DAYTONA BEACH, FL 32124
Upgrade Chiller Plant
Facilities Services
Engineer's Statement of ComplianceTo the best of my knowledge, these drawings and the project manual are complete and comply withthe Florida Building Code.
MECHANICAL ENGINEERSABISTON ENGINEERING GROUP, INC.322 KENTUCKY BLUE CIRCLEAPOPKA, FL 32712CONTACT PHONE NUMBER: 407.884.6769PROJECT MANAGER: DON SABISTONe-mail: [email protected]
SEG Project No. 19003
Sabiston Engineering Group, Inc.
www.SabistonEngineering.comState of Florida Certificate No. 9811
P: 407.884.6769 F: 407.884.6764322 Kentucky Blue Circle, Apopka, FL 32712
PROJECT SITE
ELECTRICAL ENGINEERMATERN PROFESSIONAL ENGINEERING, INC.130 CANDACE DRIVEMAITLAND, FL 32751CONTACT PHONE NUMBER: 407.740.5020PROJECT MANAGER: ADRIAN BAUSe-mail: [email protected]
FAX (407) 740-0365
PHONE (407) 740-5020
CERT. OF AUTH. No. 5096
ENG. BUS. No. EB-0005096
130 Candace Drive
Maitland, FL 32751
Upgrade air cooled chiller plant to 200 ton capacity. Add expansion capability for second chiller.Provide temporary chiller during construction.
THE SCHOOL BOARD OF VOLUSIA
COUNTY FLORIDA
200 North Clara Avenue
Deland, Florida 32720
VOLUSIA
COUNTY SCHOOLS
IDA D. WRIGHT
LINDA CUTHBERT
RUBEN COLON
JAIME M. HAYNES
CARL G. PERSIS
RONALD S. FRITZ
CHAIRMAN
VICE CHAIRMAN
MEMBER
MEMBER
MEMBER
SUPERINTENDENT
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
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ON
D
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DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
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P: 407.8
84.6
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F: 4
07.8
84.6
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322 K
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CS
Cover S
heet
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89
LOADING RAMP
DN
2 3 4
T
M
EM GEN
SCALE:
CEP General Work Plan - Renovation
1/4" = 1'-0"
22'-4"
7'-2
"
44'-8"
1
7
'
-
7
"
21
'-4
"
57'-1"
33
'-9
"
22'-4"
7'-2
"
1
6
5
3
1
33
3
2
2 2
7
EXIST.
ELECTRICAL
GEAR
7 7
CJ
CJ
EXISTING
LIGHT POLE
EXISTING
DRIVEWAY
GENERAL NOTES:
KEY NOTES:
1. STRUCTURAL CONCRETE PAD FOR CHILLER AS INDICATED.
2. HOUSEKEEPING PAD FOR MECHANICAL EQUIPMENT. COORDINATE
DIMENSIONS WITH SHOP DRAWINGS.
3. CONCRETE SKIRT WITH THICKENED EDGE.
4. 6' BLACK VINYL FENCE WITH PVC VIEW SLATS.
5. 3' GATE.
6. 6' GATE.
7. MATCH FINISHED ELEVATION OF SIDEWALK.
1. DEMOLISH ENTIRE EXISTING CHILLER YARD INCLUDING CONCRETE SLABS,
FENCING, MECHANICAL AND ELECTRICAL WORK.
2. CLEAR AND GRUB AREA AND PREPARE FOR NEW WORK.
3. RELOCATE EXISTING IRRIGATION SYSTEM (HEADS AND PIPING) OUTSIDE OF
NEW CHILLER YARD.
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
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a, F
L 32712
UTILITY BLDG
MAIN BLDG
LOADING
CEP
AREA OF
WORK
KEYPLAN
NOT TO SCALE
G1.01
CE
P G
eneral W
ork P
lan
Do
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89
SUMMARY OF WORK
BIDDING PROCEEDURES
ELECTRIC DUCT HEATER
FS
AFS
MANUAL DAMPER
RADIATION DAMPER
SMOKE DAMPER (FS = FIRE/SMOKE DAMPER)
FIRE DAMPER
FLEXIBLE CONNECTION
AIR FLOW STATION
S R
AD
STANDARD BRANCH, SUPPLY OR RETURN
TRANSITION, ECCENTRIC
ACCESS DOOR
TRANSITION, CONCENTRIC
RADIUS ELBOW
TURNING VANES
DUCTWORK ELBOW DOWN
MITERED ELBOW
TEE, OUTLET DOWN
VENTURI FLOWMETER
FLEXIBLE CONNECTOR
CONNECTION, BOTTOM
CONNECTION, TOP
UNION
TEE, OUTLET UP
ELBOW TURNED DOWN
ELBOW TURNED UP
PRESSURE GAGE
STRAINER WITH BLOWDOWN VALVE
MANUAL AIR VENT
AUTOMATIC AIR VENTAUTOMATIC AIR VENT
THERMOMETER
SECTION, SUPPLY DUCT
R
12X20
CHANGE OF ELEVATION (R=RISE, D=DROP)
INTERNALLY LINED OR DOUBLEWALL DUCT
DUCT SIZE IN INCHES, WIDTH X DEPTH (INSIDE)
DUCTWORK ELBOW UP
SECTION, EXHAUST DUCT
SECTION, ROUND DUCT
FLEXIBLE DUCT
SECTION, RETURN DUCT
TAG
CFM
TAG
CFM
TAG
CFM
CFM
TAG
CFM
TAG
SIDEWALL RETURN OR EXHAUST GRILLE
HVAC EQUIPMENT
ROOFTOP EXHAUST FAN
SIDEWALL SUPPLY GRILLE
EXHAUST AIR GRILLE
RETURN AIR GRILLE
RETURN AIR FLOW
SUPPLY AIR DIFFUSER
SHUTOFF VALVE (BS=BALANCING/SHUTOFF)
SOLENOID ACTUATOR
MOTORIZED ACTUATOR
BACKFLOW PREVENTOR ASSEMBLY
PIPE CAP
PRESSURE REDUCING VALVE
THREE-WAY VALVE
PLUG VALVE
CHECK VALVE
CHILLED WATER SUPPLY
HOT GAS REFRIGERANT PIPING
REFRIGERANT PIPING
CONDENSER WATER RETURN
C
HG
R
CWR
CONDENSER WATER SUPPLY
HOT WATER RETURN
HOT WATER SUPPLY
CHILLED WATER RETURN
CWS
HWR
HWS
CHWR
CONTROLS
ABBREVIATIONS
PIPING, VALVES AND SPECIALTIES
MECHANICAL SYMBOL LEGEND
AIR MOVING DEVICES AND COMPONENTS
UC
DRAWING REVISION INDICATOR
EXISTING TO BE DEMOLISHED
SUPPLY AIR FLOW
EXISTING TO REMAIN
EQUIPMENT TAG (X=TYPE, Y=SYSTEM, Z=NUMBER)
POINT OF CONNECTION
UNDERCUT DOOR (1" UNO)
KEYED NOTES
GENERAL
MOTORIZED CONTROL DAMPER
DUCT PRESSURE SENSOR
ENERGY MANAGEMENT SYSTEM PANEL
CHILLED WATER SUPPLYCHWS
EMS
CARBON DIOXIDE SENSOR
DUCT MOUNTED SMOKE DETECTOR
HUMIDITY SENSOR
THERMOSTAT OR TEMPERATURE SENSOR
GENERAL NOTES
ENGINEERS COMPLIANCE NOTE
PLUMBING SYMBOL LEGEND
STANDARD PIPING
COLD WATER PIPING AND FLOW ROOF DRAIN AND SIZE
GAS COCK
FLOOR SINK
SHOCK ABSORBER
EXTERIOR CLEANOUT AND SIZE
FLOOR CLEANOUT AND SIZE
WALL CLEANOUT AND SIZE
HOSE BIBB OR WALL HYDRANT
FLOOR DRAIN(S) SIZE AND TYPE (X)
COLD WATER RISER WITH ISOLATION VALVE
VENT PIPING
HOT WATER RETURN PIPING AND FLOW
HOT WATER PIPING AND FLOW
VENT THRU ROOF AND SIZE
WASTE OR SANITARY PIPING
W.HY.HB
4"ECO
3"FD"X"
4"FCO
4"WCO
4"RD
2"VTR
EQUIPMENT
1. THE WORD "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".
2. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL
BE EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF
THE FACILITY WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS
OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DIRT WITHIN THE
CONSTRUCTION AREA.
3. NO PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN
WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS
TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE
SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL OR DISCONNECTION,
SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNER INDICATING WHICH AREAS
WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW
LONG A PERIOD OF TIME.
4. THE OWNER HAS THE RIGHT OF FIRST REFUSAL FOR ALL ITEMS REMOVED. ALL ITEMS
REFUSED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
PROPERLY BY THE CONTRACTOR.
5. THE JOB SITE SHALL BE CLEANED DAILY TO REMOVE FROM THE PREMISES ANY DIRT AND
DEBRIS CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN
PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION
OF PROPERTIES OTHER THAN THE OWNERS.
7. FLUSH AND SUCCESSFULLY PRESSURE TEST ALL PIPING SYSTEMS PRIOR TO PLACING IN
SERVICE. ACCEPTABLE BACTERIOLOGICAL TESTS MUST BE PROVIDED ON ALL DOMESTIC
SUPPLY WATER PIPING AFFECTED BY THE WORK.
8. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED, EXCEPT WHERE
INDICATED AS BEING RELOCATED.
9. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS, PLUGS, OR VALVES FOR
PIPING TO ALLOW COMPLETION OF WORK. DO NOT LEAVE PIPING OPEN ENDED.
10. COORDINATE WORK WITH ALL OTHER TRADES PRIOR TO BID, FABRICATION, PURCHASE
AND INSTALLATION OF ALL WORK.
11. VISIT THE SITE AND VERIFY ALL DIMENSIONS IN THE FIELD, AND SHALL ADVISE THE
ARCHITECT/ENGINEER AND THE OWNER OF ANY DISCREPANCIES BEFORE PERFORMING
THE WORK. ALL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES, RULES AND
REGULATIONS AND ORDINANCES.
12. SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THE CONTRACT.
13. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE
MANUFACTURER'S WRITTEN INSTRUCTIONS.
14. PROVIDE ALL HANGERS AND SUPPORTS REQUIRED FOR A COMPLETE INSTALLATION.
15. PROVIDE ALL RIGGING, HANDLING AND PROTECTION OF MATERIALS.
16. PROVIDE ALL CORING, LINTELS, BEAM PENETRATIONS, AND STRUCTURAL SUPPORTS AND
FRAMING AS IT RELATES TO THE WORK.
17. SUBMIT SHOP DRAWINGS AND EQUIPMENT CUTS TO THE ENGINEER FOR APPROVAL
PRIOR TO ORDERING ANY MATERIALS. ALL SHOP DRAWING SUBMITTALS SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS.
18. MAINTAIN ON-SITE A SET OF FINAL CONSTRUCTION DOCUMENTS (INCLUDING ADDENDA)
WITH MARKUP AS-BUILT INFORMATION.
19. NOTIFY THE ENGINEER PRIOR TO CONCEALING ANY WORK.
20. ALL EQUIPMENT INSTALLED SHALL PROVIDE THE MANUFACTURERS RECOMMENDED AND
CODE REQUIRED ACCESS AREAS.
21. PROVIDE ALL MODIFICATIONS RESULTING FROM USING EQUIPMENT OTHER THAN THE
BASIS OF DESIGN.
22. CLEAN, PRIME, AND PAINT ALL BARE METAL SURFACES TO PREVENT RUST.
23. ALL DRAIN PIPES SHALL BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.
SANITARY PIPES LARGER THAN 2 1/2" REQUIRE A MINIMUM OF 1/4" PER FOOT SLOPE.
24. PROVIDE SITE UTILITY LOCATING SERVICES AS REQUIRED TO AVOID DAMAGING EXISTING
UNDERGROUND UTILITIES.
25. PRIOR TO DISCONNECTING PIPING OR CONNECTING NEW PIPING, FIELD VERIFY THE
EXISTING PIPING PROVIDES THE SERVICE INDICATED IN THE DRAWINGS.
AAV AUTOMATIC AIR VENT
AC AIR CONDITIONING UNIT
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
AP ACCESS PANEL
AVER AVERAGE
B BOILER
BDD BACK DRAFT DAMPER
BFP BACK FLOW PREVENTOR
BLDG BUILDING
BOB BOTTOM OF BEAM
BOD BOTTOM OF DUCT
BOP BOTTOM OF PIPE
BTU BRITISH THERMAL UNIT
CAP CAPACITY
CD CEILING DIFFUSER
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CH CHILLER
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
CT COOLING TOWER
CU CONDENSING UNIT
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
DB DRY BULB
DIA DIAMETER
DIFF DIFFERENTIAL
DISCH DISCHARGE
DN DOWN
DX DIRECT EXPANSION
EA EACH
EAT ENTERING AIR TEMPERATURE
EFF EFFICIENCY
ELEC ELECTRIC
EQUIV EQUIVALENT
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
ETC AND SO FORTH
EWT ENTERING WATER TEMPERATURE
EWT ENTERING WATER TEMPERATURE
EXT EXTERNAL
F DEGREES FAHRENHEIT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FLA FULL LOAD AMPS
FLEX FLEXIBLE
FLR FLOOR
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FRG FILTER RETURN GRILLE
FRICT FRICTION
FT FEET
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRS/LB GRAINS PER POUND
H2O WATER
HB HOSE BIBB
HD HEAD (SEE SCHEDULES)
HP HORSEPOWER
HR HOUR
HT HEIGHT
HTR HEATER
HX HEAT EXCHANGER
HZ HERTZ
ID INTERNAL DIAMETER
IN INCHES
INCL INCLUDING
KW KILOWATT
L LENGTH
L LOUVER
LAT LEAVING AIR TEMPERATURE
LB POUND
LBS/HR POUNDS PER HOUR (#/HR)
LD LOUVERED DOOR (24X24 UNO)
LF LINEAR FEET
LRA LOCK ROTOR AMPS
LVG LEAVING
LWT LEAVING WATER TEMPERATURE
MBH THOUSANDS OF BTU PER HOUR
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOD MOTOR OPERATED DAMPER
MTD MOUNTED
NC NORMALLY CLOSED
NEG NEGATIVE
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OAI OUTSIDE AIR INTAKE
OAT OUTSIDE AIR TEMPERATURE
OBD OPPOSED BLADE DAMPER
OC ON CENTER
OD OUTSIDE DIAMETER
OZ OUNCE
P PUMP
PD PRESSURE DROP (SEE SCHEDULE)
PERF PERFORATED
PH PHASE
POS POSITIVE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PTAC PACKAGED TERMINAL AIR CONDITIONER
PVC POLYVINYL CHLORIDE
QUAN QUANTITY
RA RETURN AIR
RAG RETURN AIR GRILLE
RBJ RUN BETWEEN JOIST
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REQD REQUIRED
RET RETURN
RH RELATIVE HUMIDITY
RLA RATED LOAD AMPS
RM ROOM
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
SUCT SUCTION
TEMP TEMPERATURE
TG TRANSFER GRILLE
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UC UNDERCUT
UH UNIT HEATER
UNOCC UNOCCUPIED
UON UNLESS OTHERWISE NOTED
V VOLTS
VAV VARIABLE AIR VOLUME UNIT
VEL VELOCITY
VTR VENT THRU ROOF
W WIDTH
W/O WITHOUT
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
WMS WIRE MESH SCREEN
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS AS REQUIRED AND AS INDICATED
ON THESE DRAWINGS AND NOTES. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING:
1. PERFORMANCE OF ALL WORK AS DESCRIBED ON PROPOSED CONTRACT DRAWINGS AND AS REFERRED TO
IN THE SPECIFICATIONS AND NOTES AS APPLICABLE FOR EACH PARTICULAR CONSTRUCTION DISCIPLINE.
2. RESTORATION OF EXISTING SYSTEMS, DEVICES, FINISHES, ETC. DAMAGED OR ALTERED BY NEW WORK TO
ACCEPTABLE CONDITION AS DETERMINED BY THE OWNER, ARCHITECT, AND/OR ENGINEER.
3. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER AND LOCATION OF THE
WORK INCLUDED. OFFSETS AND/OR CHANGES IN ELEVATION OF PIPING AND DUCTWORK DUE TO
STRUCTURAL OR OTHER INTERFERENCES SHALL BE PROVIDED WITHOUT EXTRA COST. CONTRACTOR SHALL
VERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.
4. COORDINATE WORK WITH THE PRIME CONTRACTOR TO MEET THE CONSTRUCTION SCHEDULE AND PHASING
REQUIREMENTS.
1. SUBMISSION OF BID DIRECTLY OR INDIRECTLY IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE
BIDDER HAS EXAMINED THE JOB SITE UNDER WHICH HE WILL BE OBLIGATED TO OPERATE SHOULD HE BE
AWARDED THE WORK UNDER THIS CONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANY
BIDDER TO EXAMINE THE SITE PRIOR TO BID.
2. REVIEW CONSTRUCTION SCHEDULE AND EQUIPMENT LEAD TIMES AND INCLUDE ALL COSTS AND QUICKSHIP
CHARGES FOR ALL EQUIPMENT NEEDED TO MEET SCHEDULE.
1. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS COMPLY
WITH THE MINIMUM BUILDING CODE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, 6TH EDITION (2017) AND THE FLORIDA FIRE PREVENTION CODE, 6TH EDITION
(2017).
LD DOOR GRILLE (24"X24" UNO)
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
e, A
popk
a, F
L 32712
M0.01
Mechanical Legends and N
otes
Do
na
ld
J. S
ab
isto
n, P
.E
.
Sta
te
o
f F
lo
rid
a N
o. 5
48
89
157A
RISER
158
TOILET
OFFICE
RECEIV.
DN
1 2 3 4
T
M
EM GEN
4"
4" CHR UNDERGROUND
4" CHS UNDERGROUND
CH
R
CH
S
1" CW MAKEUP
CU1-5
GENERAL NOTES:
KEY NOTES:
1. DEMOLISH ALL EQUIPMENT INDICATED WITH HATCHING OR INDICATED TO BE
DEMOLISHED. DEMOLISH ALL WORK ASSOCIATED WITH THE SYSTEMS
DEMOLISHED (INCLUDING CONTROLS, PIPING AND ELECTRICAL WORK) UNLESS
NOTED OTHERWISE.
2. WHERE EQUIPMENT BEING DEMOLISHED IS INSTALLED ON A HOUSEKEEPING
PAD, DEMOLISH THE HOUSEKEEPING PAD AND PATCH THE FLOOR TO MATCH
SURROUNDING SURFACES.
3. DEMOLISH ALL CONDUIT BELOW CHILLER YARD SLAB.
4. FIELD INVESTIGATE REQUIREMENTS FOR DEMOLITION. PROVIDE ALL LABOR
AND MATERIALS NEEDED.
5. EXISTING EQUIPMENT THAT IS TO REMAIN SHALL BE PROTECTED FROM
DAMAGE DURING CONSTRUCTION. ALL EXISTING TO REMAIN DUCTWORK
SYSTEMS SHALL BE SEALED WITH VISQUEEN DURING THE ENTIRE
CONSTRUCTION PROCESS.
1. DEMO DOM WATER PIPE BELOW GRADE.
2. DEMOLISH CHW PIPING BELOW GRADE.
3. DEMOLISH ALL ABOVE GROUND CHW PIPING, PUMPS, AND ACCESSORIES.
4. DEMOLISH CHILLER AND DISPOSE OF PROPERLY.
5. RELOCATE CONDENSING UNIT PER RENOVATION PLAN. UNDERGROUND
REFRIGERANT LINES TO REMAIN IN PLACE.
6. REFER TO ELECTRICAL PLAN FOR ELECTRICAL EQUIPMENT REQUIREMENTS.
SCALE:
CEP Mechanical Plan - Demolition
1/4" = 1'-0"
S
R
4"
4"
4"
CH
1
250A CH DISC
1
REFRIGERANT PIPE CHASE
2
2
2
3 3
3
3
4
5
6
6
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
e, A
popk
a, F
L 32712
UTILITY BLDG
MAIN BLDG
LOADING
CEP
AREA OF
WORK
KEYPLAN
NOT TO SCALE
M2.01
CE
P M
echanical P
lan - D
em
olition
Do
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48
89
DN
LOADING RAMP
DN
1 2 3 4
T
M
EM GEN
SCALE:
CEP Mechanical Plan - Renovation
1/4" = 1'-0"
4" CHR UNDERGROUND
4" CHS UNDERGROUND
CH
S
1" CW MAKEUP
4"
4"
EL
EC
EL
EC
CU
1.5
ET
9
AS
DISC
1
CH
1
CH
2
2
DIS
C
VF
DD
IS
C
VF
DD
IS
C
5
5
6
8
8
10
10
11
7
12
13
6" CHWR
6" CHWS
6"CHWS&R
FUTURE PIPING
3
4
4
14
11
4" BYPASS
EXISTING
TO REMAIN
GENERAL NOTES:
KEY NOTES:
1. PROVIDE CHILLER PER SPECIFICATIONS AND DETAILS.
2. FUTURE CHILLER.
3. ROUTE PIPING WITHIN CHILLER FRAMEWORK.
4. FUTURE EQUIPMENT.
5. ROUTE PIPING OVERHEAD. PROVIDE SUPPORTS AS INDICATED.
6. MAKEUP WATER SYSTEM WITH SS UNISTRUT AND HARDWARE SUPPORT
FRAMEWORK.
7. EXTEND 1" SCHED 40 PVC DOM WATER LINE BELOW GRADE TO MAKEUP
WATER SYSTEM.
8. STUB-UP 6" EMERGENCY CHILLER CONNECTIONS WITH ISOLATION VALVE
AND BLIND FLANGES AT 24" AFF.
9. CHEMICAL FEEDER. REFER TO DETAIL.
10. LOCATION OF EXTERNAL CHILLER DISCONNECT. REFER TO ELECTRICAL
PLANS FOR ADDITIONAL REQUIREMENTS.
11. PROVIDE 6X6X8' CONC POSTS AND SS UNISTRUT MOUNTING RACK AND
HARDWARE. PROVIDE 30" MIN BURIAL DEPTH FOR POSTS.
12. 4" STUBOUTS WITH VALVES AND BLIND FLANGES FOR FUTURE EXPANSION
IN CONCRETE VALVE BOX. CONTRACTOR TO USE STUBOUTS FOR
TEMPORARY CHILLER CONNECTION DURING CEP CONSTRUCTION.
13. RELOCATE CONDENSING UNIT AS INDICATED. EXTEND AND RECONNECT
REFRIGERANT PIPING, CONTROLS, AND ELECTRICAL AS REQUIRED.
RECHARGE SYSTEM AND CONFIRM PROPER OPERATION.
14. 6" STUBOUTS FOR FUTURE CHILLER 24" AFF. PROVIDE ISOLATION VALVE
AND BLIND FLANGE FOR EACH.
1. CLOSELY COORDINATE ALL WORK IN CHILLER PLANT. PROVIDE 1/4"
COORDINATION PLAN. COORDINATION PLAN TO ENGINEER FOR REVIEW
PRIOR TO PERFORMING ANY NEW WORK. PLAN SHALL INDICATE NEC
CLEARANCES FOR ELECTRICAL DEVICES.
2. COORDINATE PIPING AND CONDUIT REQUIREMENTS FOR ALL DISCIPLINES,
INCLUDING CONTROLS. ALL CONDUIT SHALL BE EITHER UNDERGROUND OR
OVERHEAD. CONDUIT RUNNING ALONG SLAB WILL NOT BE ALLOWED.
3. ALL OVERHEAD PIPING SHALL HAVE 7' (MIN.) CLEARANCE TO BOTTOM OF
PIPE SUPPORTS.
4. CLEAN, FLUSH, AND CHEMICALLY TREATMENT ENTIRE CHILLED WATER
LOOP AND PROVIDE ANALYSIS REPORT TO OWNER AND ENGINEER
INDICATING PROPER CHEMICAL BALANCE.
TEMPORARY COOLING:
1. PROVIDE TURNKEY 100 TON TEMPORARY RENTAL CHILLER AND PUMP TO
MAINTAIN CHILLED WATER SERVICE TO FACILITY DURING CONSTRUCTION.
2. FACILITY HVAC SYSTEM DOWNTIME SHALL NOT EXCEED 3 DAYS. WEEKEND
AND HOLIDAY OUTAGES ARE ACCEPTABLE IF COORDINATED IN ADVANCE.
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
e, A
popk
a, F
L 32712
UTILITY BLDG
MAIN BLDG
LOADING
CEP
AREA OF
WORK
KEYPLAN
NOT TO SCALE
M3.01
CE
P M
echanical P
lan - R
enovation
Do
na
ld
J. S
ab
isto
n, P
.E
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Sta
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f F
lo
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a N
o. 5
48
89
ANY FITTING
ANY FITTING
DIRECTION OF FLOW
PIPE DIA.
MIN. 5
PIPE DIA.
MIN. 2
NOTE:
1. VENTURI SIZE SHALL MATCH PIPE SIZE.
VENTURI
SCALE:
8
VENTRI MEASURING STATION INSTALLATION DETAIL
NOT TO SCALE
PUMP
POUR PUMP BASE SOLID
WITH NON-SHRINK GROUT
1/2" STEEL
ANCHOR BOLTS
THICKNESS
1/2" STEEL DOWELS
EPOXY INTO EXISTING SLAB
MINIMUM 4" EMBEDMENT
PROVIDE LOCK WASHER
AND STEEL WASHER
CONCRETE BASE
EXISTING SLAB
SCALE:
5
PUMP BASE DETAIL
NOT TO SCALE
NOTES:
1. ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED.
2. BASE SHALL EXTEND 3" BEYOND EQUIPMENT IN ALL DIRECTIONS.
3. PROVIDE ONE DOWEL PER 2.5 SF OF BASE, EVENLY DISTRIBUTED.
4. PROVIDE PUMP BOLT SIZE AND QUANTITY PER MANUF RECOMMENDATION.
5. THICKNESS: 6" FOR 7.5 HP AND LESS, 8" FOR OVER 7.5 HP.
FLOOR
BUTTERFLY VALVE
6' CONCRETE HOUSEKEEPING PAD
LEVEL GROUT
SILENT CHECK VALVE
FLEX. CONNECTOR (TYP.)
PUMP MOTOR
THERMOMETER (TYP.)
BUTTERFLY VALVE
5 P
IP
E D
IA
(M
IN
)
SCALE:
1
CHILLED WATER PUMP DETAIL
NOT TO SCALE
STRAINER AND
BLOW-OFF WITH
HOSE ADAPTER
LINE SIZE SUCTION
DIFFUSER
COOLER
VICTAULIC OR FLANGED
CONNECTION (TYP)
VIBRATION ISOLATOR (TYP)
THERMOMETER (TYP)
UNION (TYP)
P/T PLUG (TYP)
AUTO AIR VENT (TYP)
ISOLATION VALVE (TYP)
NOTE: AIR VENTS SHALL BE AT HIGH POINTS IN PIPING.
1/4" COPPER TUBING
40 MESH STRAINER
EMS SENSOR
RETURN
SUPPLY
SCALE:
4
CHILLER PIPING DETAIL
NOT TO SCALE
CHILLER
PLAN VIEW
12" LONG I-BEAM
SECTIONS (TYP)
1/2" THICK SKIRTBOARD
RUBBER ISOLATION PADS
1/2" DIA SS BOLT W/WASHER IN EACH
SUPPORT BEAM. INSTALL BOLTS THROUGH
CHILLER BASE RAIL AND BEAM. SECURE
WITH SS WASHER AND NYLON INSERT SS
LOCK NUT.
ALUMINUM BEAM, WFB-8.0X8.0X0.288
(If=8")x1'-0" LONG (TYP). BOLT EACH
TO SLAB AS SHOWN. PAINT W/2
COATS OF ACRYLIC PAINT. 6061-T6
ALUMINUM.
AS REQ'D BY MFG.
NTE 5'-0" O.C. MAX
1/2" DIA SS WEDGE ANCHORS AS
SHOWN. TYP 3" MIN EMBEDMENT INTO
SLAB.
ELEVATION VIEW
CONCRETE PAD OR
HOUSEKEEPING PAD
NOTES:
1. CONCRETE PAD TO EXTEND 6" BEYOND EQUIPMENT ON ALL SIDES.
2. CENTER BEAMS UNDER CHILLER RAILS TO DISTRIBUTE WEIGHT EVENLY.
3. BEAM SUPPORT QUANTITY AND LOCATIONS SHALL BE AS RECOMMENDED
BY THE CHILLER MANUFACTURER, NOT TO EXCEED 5' BETWEEN SUPPORTS.
CHILLER FRAME
SCALE:
9
CHILLER SUPPORT DETAIL
NOT TO SCALE
3/4'' BALL VALVE
3/4'' x 4'' NIPPLE
REDUCER
SCALE:
6
TYPICAL HIGH POINT AIR VENT DETAIL
NOT TO SCALE
CIRCULATING
WATER PIPING
3/8'' O.D. COPPER
TUBING TO FLOOR DRAIN
OR TO ACCESSIBLE
POINT FOR DISCHARGE
INTO A CONTAINER.
1/4" COPPER TUBING (TYP)
PRESSURE GAUGE
BALL VALVE (TYP)
RETURN
SUPPLY
SCALE:
7
PIPING SENSOR MANIFOLD DETAIL
NOT TO SCALE
NOTES:
1. SEE EQUIPMENT PIPING DETAIL FOR INSTALLATION LOCATION.
2. INSULATE MANIFOLD AS REQUIRED TO PREVENT CONDENSATION.
HORIZONTAL PIPES
VERTICAL PIPES
SNUBBER
(TYP)
GAUGE COCK
(TYP)
WELD-O-LET
CONNECTION
(TYP)
3/8" STEEL
TUBING (TYP)
SCALE:
3
HYDRONIC SYSTEM PRESSURE GAUGE DETAIL
NOT TO SCALE
NOTE:
1. WHERE CARRIER PIPE IS INSULATED, INSULATE GAUGE TUBING TO GAUGE.
PRV (15 PSI)
PIPE SUPPORT
(TYP)
HOUSEKEEPING
PAD (4" THICK)
EXPANSION
TANK
NEOPRENE
ISOLATORS
HIGH VOLUME
COALESCING
AIR/DIRT
SEPARATOR
BALL VALVE
WITH HOSE CONN
HIGH CAPACITY
AUTO AIR VENT
M
CONNECT TO
DOMESTIC
WATER SUPPLY
PRESSURE RELIEF (100 PSI)
REDUCED PRESSURE DBL BACKFLOW
PREVENTER WITH FUNNEL
1/2" COPPER
TO NEAREST
FLOOR DRAIN
NOTES:
1. ROUTE 1/4" COPPER TUBING FROM AIR VENT AND
PRESSURE RELIEF TO NEAREST FLOOR DRAIN.
WATER METER WITH UNIONS
1/4" COPPER TUBING
UNION
HOSE BIBB
SCALE:
2
AIR SEPARATOR AND EXPANSION TANK DETAIL
NOT TO SCALE
WATER HAMMER
ARRESTOR
PDI SIZE 'C'
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
e, A
popk
a, F
L 32712
M5.01
Mechanical D
etails
Do
na
ld
J. S
ab
isto
n, P
.E
.
Sta
te
o
f F
lo
rid
a N
o. 5
48
89
GROUTE SOLID
AFTER ADJUSTMENT
(4) 3/8" BOLTS WITH WEDGE ANCHORS
INTO SLAB (MIN. 3" EMBED)
CONTINUOUSLY WELDED
8"X8"X5/16" PLATE TO PIPE
3" DIA GALVANIZED
SCHEDULE 40 PIPE
CONCRETE SLAB
WELD PIPE SADDLE SUPPORT TO PIPE.
PROVIDE WATER TIGHT CONNECTION.
HIGH COMPRESSIVE STRENGTH
INSULATION INSERT UNDER SHIELD.
INSULATION SHIELD
(MIN 12" LONG)
PIPE AND INSULATION
7' MIN.
(UNO)
SCALE:
1
INSULATED PIPE SUPPORT DETAIL
NOT TO SCALE
GROUTE SOLID
AFTER ADJUSTMENT
(4) 3/8" BOLTS WITH WEDGE ANCHORS
INTO SLAB (MIN. 3" EMBED)
CONTINUOUSLY WELDED
12"X12"X1/2" PLATE TO PIPE
4" DIA GALVANIZED
SCHEDULE 40 PIPE
CONCRETE SLAB
CONTINUOUSLY WELD
4" WF BEAM TO PIPE
7' MIN.
(UNO)
INSULATION SHIELD
(MIN 12" LONG)
PIPE AND INSULATION
4" GALVANIZED
WF BEAM
HIGH COMPRESSIVE STRENGTH
INSULATION INSERT UNDER SHIELD
NOTES:
1. ALL MATERIALS TO BE HOT DIPPED GALVANIZED.
2. MAX SUPPORTED PIPE SIZE SHALL BE 6".
3/8" U-BOLT
(DRILL BEAM EVENLY)
SCALE:
2
INSULATED PIPE SUPPORT DETAIL - TWO PIPES
NOT TO SCALE
PUMP SUCTION PUMP DISCHARGE
POT FEEDER ASSY
UNION (TYP)
VENT
3/4" DRAIN
ISOLATION
VALVE (TYP)
1-1/2" STUBOUT
CONNECTIONS WITH
THREADED CAP FOR
FILTRATION SYSTEM (TYP)
NOTES:
1. TOP OF FEEDER SHALL BE MAX 3' AFF.
2. POT FEEDER ASSEMBLY AND ALL FEEDER PIPING SHALL BE
INSULATED. POT FEEDER LID INSULATION SHALL BE REMOVABLE
WITHOUT DAMAGE.
SCALE:
4
CHEMICAL POT FEEDER PIPING DETAIL
NOT TO SCALE
2" DIA. & SMALLER
2" DIA. & SMALLER
ABOVE 2" DIA. PIPE
VERTICAL
ABOVE 2" DIA. PIPE
HORIZONTAL
2 1/2" DIA.
2 1/2" DIA.
SCALE:
5
THERMOMETER WELL INSTALLATION DETAIL
NOT TO SCALE
LA
P S
PLIC
E (T
YP
.)
(TYP.)
0"
(TYP.)
0"
2'-6" C
LA
SS
"B
"
LA
P S
PLIC
E
(T
YP
.)
STD. HOOK
(TYP.)
0"
2'-6" C
LA
SS
"B
"
FENCE POST
GRADE
SLOPE 1/8" /FT
4"
2-#5 CONT.
8"
3" CLR.
8" MIN.
12" MIN.
8"
3"
APRON
4"
R/W #4 EA WAY
12" O.C.
3" CLR
CORNER INTERSECTION
NOTE:
1. PROVIDE MATCHING CORNER BARS FOR ALL HORIZONTAL REINFORCING AT
INTERSECTIONS & CORNERS OF ALL: FOOTINGS AND THICKENED SLABS ON GRADE.
2. PROVIDE 95% COMPACTION OF SOIL. OWNER TO PROVIDE TESTING.
SCALE:
3
CONC. PAD THICKENED EDGE REINFORCEMENT
NOT TO SCALE
THICKENED SLAB
CHAMFER EDGES
SECTION
SCALE:
CHAIN LINK FENCE DETAIL
NOT TO SCALE
6
SCALE:
CHAIN LINK FENCE GATE DETAIL
NOT TO SCALE
7
PER PLANS
5" MAX.
WIDTH
42
"
6'
NOTES:
1. GATES TO BE CLEAR OPENING PER THE PLANS
2. PROVIDE PADLOCK LOCKABLE HASP.
3. DOUBLE GATES SHALL HAVE LOCKABLE DROP BAR EXTENDING 6" (MIN)
INTO 1" SCH 40 PIPE RECEIVER SET IN 18"X18"X12" CONC FOOTING.
6'
10' MAX
END OR CORNER BAY
10' MAX
TOP RAIL
GSP, SCH 40
CORNER POST
GSP, SCH 40
NOTES:
1. WOVEN WIRE FABRIC TO BE STRETCHED TAUT WITH STRETCHER BARS AND STRAPS
AND FASTENED TOP AND BOTTOM AT LINE POSTS WITH GALV HOG RING TIES.
2. FABRIC SHALL HAVE KNUCKLED SELVAGES ON TOP AND BOTTOM.
WIRE TIES
DIAG BRACE
W/TURNBUCKLE
STRETCHER BAR
9GA GALV
STEEL FABRIC
LINE POST BRACE
THICKENED EDGE
OF CONC PAD
CROWN
GROUT
7GA AL COATED SPRG
COIL TEN. WIRE
CROWN PAD SLIGHTLY FOR DRAINAGE
1/2" EXP. JT. FILLED
WITH ELASTOMERIC
1-1/2"1-1/2"
3/4" 3/4"
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
ade C
hiller
Plan
t
3750 O
LS
ON
D
R,
DA
YT
ON
A B
EA
CH
, F
L 32124
DJS
DJS
190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
ervic
esNO
.DA
TEDE
SCRI
PTIO
N
SEG
Pro
ject
No.
19003
Sab
isto
n E
ngi
nee
ring
Gro
up, In
c.
ww
w.S
abis
tonE
ngin
eeri
ng.c
omS
tate
of
Flori
da C
erti
fica
te N
o. 9811
P: 407.8
84.6
769
F: 4
07.8
84.6
764
322 K
entu
cky
Blu
e C
ircl
e, A
popk
a, F
L 32712
M5.02
Mechanical D
etails
Do
na
ld
J. S
ab
isto
n, P
.E
.
Sta
te
o
f F
lo
rid
a N
o. 5
48
89
NOTES:
1. REFER TO DETAILS FOR INDIVIDUAL EQUIPMENT INSTALLATION
REQUIREMENTS.
2. PROVIDE BACKUP DP SENSOR IN CHILLER PLANT FOR EMS. ADD CONTROL
SEQUENCE TO REVERT TO BACKUP DP SENSOR IF PRIMARY SENSOR FAILS.
3. AHU 1, 2, 4 ARE CURRENTLY 3-WAY VALVES. AHU1 AND AHU 4 SHOULD BE
CONVERTED TO 2-WAY VALVES WHEN MODIFIED.
(57 GPM)
AHU 4
AHU 1
(59 GPM)
dP
dP
T
BY
PA
SS
(75 GPM)
FUTURE
VFD
VFD
FLOW
METER
T
P-1
P-2
EXPANSION TANK, ET-1
AIR SEPARATOR, AS-1
AHU 2
(82 GPM)
BYPASS FLOW
CONTROL VALVE
FLOW
METER
CHILLER ISOLATION
CONTROL VALVE (TYP)
CH-2 (FUTURE)
VFM-2
T
(200 TONS, 343 GPM)
CH-1
VFM-1
T
FM-2
FM-1
(217 GPM MINIMUM)
T
EMS TEMPERATURE
SENSOR (TYP)
(200 TONS, 343 GPM)
(70 GPM)
EXTRA CAPACITY
AT CEP
(217 GPM MINIMUM)
EMERGENCY
CONNECTION (TYP)
SEQUENCE OF OPERATION
1.1 GENERAL REQUIREMENTS:
A. BIDDING PROCEDURES:1. COORDINATION: PRIOR TO SUBMITTING A BID FOR THE WORK, THE CONTROLS
CONTRACTOR SHALL COORDINATE THE INTERCONNECTION OF THE EMS WITHINTERNAL EQUIPMENT CONTROLLERS AND PROVIDE ALL MATERIALS AND LABORNEEDED TO MEET THE SEQUENCES OF OPERATION.
2. THE FOLLOWING SEQUENCE OF OPERATION OUTLINES THE GENERAL MEANS BYWHICH THE EMCS SHALL INITIATE AND RESPOND TO EVENTS. THEREQUIREMENTS FOR THE CONTROL SYSTEM ARE SHOWN ON THE DRAWINGS, INTHE SEQUENCE OF OPERATIONS, IN THE SCHEDULES, AND IN THESPECIFICATIONS.
3. MODIFICATIONS TO THE MEANS OF CONTROL WILL BE CONSIDERED, BUT WILLNOT BE ALLOWED IF ENERGY EFFICIENCY IS DECREASED.
B. SCOPE:1. CONTROL SYSTEM EXPANSION: THE EXISTING CONTROL SYSTEM SHALL BE
EXPANDED TO INCORPORATE THE EQUIPMENT AND SEQUENCES OF OPERATIONCONTAINED IN THIS PROJECT. PROVIDE ALL LABOR, MATERIALS, ANDENGINEERING NEEDED TO PROVIDE A FULLY FUNCTIONAL CONTROL SYSTEM.a. WHERE EXISTING CENTRAL PLANT EQUIPMENT EXISTS THAT IS REQUIRED
FOR NEW EQUIPMENT TO FUNCTION, THE EMCS SHALL ACTIVATE THECENTRAL PLANT EQUIPMENT AS NEEDED.
2. COMMUNICATIONS: EACH PIECE OF EQUIPMENT SHALL BE CONTROLLEDINDEPENDENTLY BY A STAND-ALONE CONTROLLER. IF COMMUNICATIONS ARELOST WITH THE EMCS NETWORK, THE EQUIPMENT CONTROLLER SHALLCONTINUE TO OPERATE THE EQUIPMENT WITHOUT CHANGING OPERATINGMODES OR REDUCING LOCAL FUNCTIONALITY.
1.2 MISCELLANEOUS SEQUENCES:
A. MINIMUM RUN TIMES:1. EQUIPMENT SHALL BE PROGRAMMED TO PROVIDE MANUFACTURER REQUIRED
MINIMUM ON AND OFF TIMES. MINIMUMS SHALL NOT BE LESS THAN THEFOLLOWING.
2. AIR COOLED CHILLERS:a. ON: 5 MINUTESb. OFF: 10 MINUTES
1.3 HEATING AND AIR CONDITIONING EQUIPMENT
A. CENTRAL ENERGY PLANT - GENERAL1. CENTRAL PLANT: THE CENTRAL PLANT SHALL BE CONTROLLED BY A
STAND-ALONE MICROPROCESSOR BASED CONTROLLER WITH RESIDENTCONTROL LOGIC. IF COMMUNICATIONS ARE LOST WITH EMCS NETWORK, LOCALCONTROL SHALL BE MAINTAINED BY THE LOCAL CONTROLLER. THE EMCS SHALLPERFORM THE FOLLOWING CONTROL STRATEGIES, PROVIDE THE POINTSINDICATED ON THE POINTS LIST AND PROVIDE THE SPECIFIED MONITORING ANDDIAGNOSTICS.
2. ENABLE/DISABLE: EACH PIECE OF CENTRAL PLANT EQUIPMENT AND CONTROLSSHALL BE ENABLED/DISABLED BY EMCS. CHILLER AND BOILER INTERNALCONTROLS SHALL OPERATE AUTOMATICALLY WHEN ENABLED.
3. AUTOMATIC START/STOP: THE EMCS SHALL AUTOMATICALLY START AND STOPTHE COOLING AND/OR HEATING EQUIPMENT BASED UPON CALL FOR CENTRALPLANT CAPACITY FROM THE HVAC UNITS.
4. EQUIPMENT FAILURE RESPONSE: THE EMCS SHALL MONITOR STARTUP OFPUMPS. UPON A FAILURE TO RESPOND TO A START SIGNAL, THE FAILEDEQUIPMENT SHALL BE SHUT-DOWN AND LOCKED OUT AND AN "EQUIPMENTFAILURE" ALARM SHALL BE ISSUED. IF A BACKUP IS PROVIDED FOR THE FAILEDEQUIPMENT, THE STARTUP PROCEDURE FOR THE BACKUP DEVICE SHALL BEINITIATED. IF THE FAILED EQUIPMENT IS THE LEAD DEVICE, THE STARTUP OF THELAG DEVICE SHALL BE INITIATED.
5. FREEZE PROTECTION MODE:a. PROVIDE AN INDEPENDENT AMBIENT TEMPERATURE SENSOR IN THE
CHILLER YARD.b. WHEN AMBIENT TEMPERATURE IS BELOW 35 DEG F, THE CHILLED WATER
SYSTEM SHALL START FREEZE PROTECTION MODE AS FOLLOWS:1) CHILLER START SIGNAL SHALL BE OFF2) CHW VALVES FOR ALL AHU'S SHALL OPEN 100%3) ALL CHILLER ISOLATION VALVES SHALL OPEN 100%4) CHW PUMPS OPERATE TO MAINTAIN SYSTEM DP.
B. CHILLED WATER PLANT - VARIABLE PRIMARY PUMPING1. CHILLER PLANT STARTUP: UPON A CALL FOR COOLING, THE EMCS SHALL
PERFORM THE FOLLOWING:a. OPEN THE CHILLER NC CHILLER CONTROL VALVEb. SET THE CHILLER MINIMUM FLOW RATE BASED UPON CHILLER PLANT STAGE.c. WAIT 1 MINUTEd. START THE LEAD PRIMARY CHW PUMP.e. WAIT 5 MINUTES FOR FLOW TO STABILIZEf. START THE LEAD CHILLER
2. CHW PUMP SPEED CONTROL:a. PRESSURE CONTROL: SYSTEM DIFFERENTIAL PRESSURE TRANSMITTER,
LOCATED AT THE MOST HYDRAULICALLY DISTANT AHU SHALLCOMMUNICATE ITS DATA TO THE CENTRAL PLANT EMCS CONTROLLER. THECONTROLLER SHALL ADJUST THE OPERATING SPEED OF THE PUMP (VIA AVFD) TO MAINTAIN THE SYSTEM DIFFERENTIAL PRESSURE AT THE SETPOINT.1) ALARM: PROVIDE A "DP OUT OF RANGE" ALARM IF THE DP IS MORE
THAN 5 PSI FROM SETPOINT FOR MORE THAN 15 MIN.b. BACKUP PRESSURE CONTROL: IF COMMUNICATIONS ARE LOST WITH THE
OUTLYING DP SENSOR, THE EMCS SHALL AUTOMATICALLY REVERT TOUSING THE BACKUP DIFFERENTIAL PRESSURE SENSOR INFORMATION FORCONTROLLING THE PUMP.
c. PUMP BACKUP: IF THE LEAD PUMP FAILS, THE EMCS SHALL AUTOMATICALLYSWITCH TO THE BACKUP PUMP AND ISSUE A "FAILED PUMP" ALARM.
3. BYPASS VALVE CONTROLa. THE TOTAL CHILLER FLOW RATE SHALL BE MONITORED VIA A FLOW METER.
MODULATE THE BYPASS VALVE SLOWLY TO MAINTAIN THE TOTAL CHILLERFLOW RATE HIGHER THAN THE CHILLER MINIMUM FLOW RATE REQUIREDFOR CHILLER OPERATION.
4. CHILLER EVAPORATOR FLOW CONFIRMATION: THE CONTROLS CONTRACTORSHALL CONNECT THE EVAPORATOR FLOW SENSOR TO THE APPROPRIATETERMINALS IN THE CHILLER CONTROL PANEL PER THE MANUFACTURER'SRECOMMENDATION.
5. CHILLER PUMP COMMAND: THE EMS SHALL PROVIDE A PUMP START INPUT FROMEACH CHILLER. THE EMS SHALL NOT STOP A PUMP UNTIL THE CHILLER PUMPSTART SIGNAL IS OFF.
6. CHILLER INTERFACE: THE MECHANICAL CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR COORDINATING WITH THE CHILLER MANUFACTURER ANDENSURING ALL WORK NEEDED TO PROVIDE THE CHILLER INTERFACE ISPROVIDED. ALL WORK (HARDWARE, SOFTWARE, LABOR, ETC.) NOT PROVIDED BYTHE CHILLER MANUFACTURER SHALL BE PROVIDED BY THE CONTROLSCONTRACTOR.a. LIMITED COMMUNICATIONS: THE EMCS SHALL COMMUNICATE INFORMATION
TO AND FROM THE CHILLER(S) USING GENERIC DRY CONTACT POINTS(DIGITAL AND 4-20 MA).
7. PUMP STATUS: PUMP FLOW VERIFICATION SHALL BE OBTAINED VIA FEEDBACKFROM THE VFD OR A C/T SWITCH INSTALLED ON EACH PUMP.
8. ALARMS: THE EMCS SHALL INTERFACE WITH CHILLERS TO PROVIDE ONE FAILUREALARM PER CHILLER.
C. CENTRAL PLANT POINTS1. THE FOLLOWING POINTS SHALL BE DISPLAYED AT THE CENTRAL PLANT IN THE
EMCS:a. SYSTEM CHW EWTb. SYSTEM CHW LWTc. CHILLER STATUS/GENERAL ALARM (ONE FOR EACH CHILLER)d. CHILLER CHW EWTe. CHILLER CHW LWT (EACH CHILLER)f. CHILLER CALL FOR PUMP START (EACH CHILLER)g. CHW PRIMARY PUMP STATUS (ONE FOR EACH PRIMARY PUMP)h. SYSTEM DP SETPOINTi. SYSTEM DP (EACH FIELD SENSOR)j. SYSTEM DP (BACKUP SENSOR)
2. THE FOLLOWING POINTS WILL BE OPERATOR ADJUSTABLE AND/ORAUTOMATICALLY RESET BY A EMCS PROGRAM:a. CHILLER PLANT ENABLE/DISABLEb. CHW SECONDARY PUMP SPEED LIMIT (PERCENT)
CONTROL SYSTEM LEGEND:
DIGITAL POINT - INPUT
DIGITAL POINT - OUTPUT
ANALOG POINT - INPUT
ANALOG POINT - OUTPUT
NO SYMBOL HARDWIRED CONTROL
DRAWING NO.
SHEE
T TI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIS
TORY
RE
VIS
IO
NS
VCS
Proje
ct NO
. 204
7715
Upgr
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Plan
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190034/20/2020
Engineer
Donald J. Sabiston, P.E.
Facil
ities S
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.DA
TEDE
SCRI
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SEG
Pro
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No.
19003
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SHEETNO. ELECTRICAL SHEET INDEX SCALE
E0.01 GENERAL NOTES & ABBREVIATIONS NONE
E0.02 SYMBOL LEGEND NONE
E2.01 CEP ELECTRICAL PLAN - DEMOLITION 1/4" = 1'-0"
E3.01 CEP ELECTRICAL PLAN - RENOVATION 1/4" = 1'-0"
E7.01 MECHANICAL FEEDER SCHEDULE NONE
E9.01 DETAILS NONE
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
4/20/2020
AWB AWB
E0.01
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
4/20/2020
AWB AWB
E0.02
UP
RAMP
157A
157
159
RISERLUNCH
ELECT.
158TOILET
OFFICEMANAG'MT.ENERGY
RECEIV.
175 176
DN
1 2 3 4
T
M
EM GEN
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
UTILITY BLDG
MAIN BLDG
LOADING
CEP
AREA OFWORK
KEYPLANNOT TO SCALE
4/20/2020
AWB AWB
E2.01
RAMP
157A
157
159
RISERLUNCH
ELECT.
158TOILET
OFFICEMANAG'MT.ENERGY
RECEIV.
175 176
DN
1 2 3 4
T
M
EM GEN
UH-11
CHS4"
4"
4" CHR UNDERGROUND
4" CHS UNDERGROUND
CH
R
CH
S
1" CW MAKEUP4"
4"
ELEC
ELEC
ET
AS
DIS
C
VFD
VFD
6" CHWR
6" CHWS
6"CHWS&R
FUTURE PIPING
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
UTILITY BLDG
MAIN BLDG
LOADING
CEP
AREA OFWORK
KEYPLANNOT TO SCALE
4/20/2020
AWB AWB
E3.01
MECHANICAL EQUIPMENT FEEDER SCHEDULE FOR (9): FACILITIES SERVICES - UPGRADE CHILLER PLANT COPYRIGHT ME, LLC Version : W17f REVISED: September 30, 2019 DATE: April 20, 2020
EQUIPMENT DESCRIPTION VOLTS PH NEUTRALY/N
LARGEST MOTOR COMPRESSOR ADD'L MOTORS HEAT STRIPS MISCAMPS
TOTALFLA
MCA(10)
MOCP(10)
VFDIRC
PANELCB (5)
DISCONNECT SWITCH STARTER WIRE PERPHASE (6)
NEUTRALWIRE (7)
GROUNDWIRE
WIREMATERIAL
# OFRUNS
CONDUITSIZE % VD NOTES
(SEE BELOW)HP FLA LRA FLA(11) LRA FLA LRA KW AMPS CODE SIZE (1) FUSE (2) TYPE (3) CODE TYPE
CH-1 (MSB TO DISCONNECT) 480 3 N 162 1085 200.0 1450.0 2 364 410 500 500 2 600 450 3R #4/0 #2 COPPER 2 3.00CH-1 (DISCONNECT TO CHILLER) 480 3 N 162 1085 200.0 1450.0 2 364 410 500 500 #4/0 #2 COPPER 2 2.00
CH-2 (CONTROL POWER) 120 1 Y 15 15 20 2 30 20 3R #12 #12 #12 COPPER 1 0.75
PUMP P-1 VFD/AFD 480 3 N 15.00 21.0 116.0 21 19.0 45 2 60 40 3R #10 #10 COPPER 1 0.75 0.80 CPUMP P-2 VFD/AFD 480 3 N 15.00 21.0 116.0 21 19.0 45 2 60 40 3R #10 #10 COPPER 1 0.75 0.80 C
NOTES ( ) NOTES:(A)=CONNECT VIA LINE VOLTAGE T'STAT BY DIV. 23 CONTRACTOR.
(1) PROVIDE DISC SW AT ALL PIECES OF EQUIPMENT AS REQUIRED BY THE N.E.C. AND AHJ UNLESS PROVIDED BY OTHERS (INCLUDING AT MOTORS AND AT STARTERS. MCP = MOTOR CIRCUIT PROTECTOR W/COMBINATION STARTER (B)=CONNECT VIA CONTROL DEVICES BY DIV. 23 CONTRACTOR.
(2) FUSES SHOWN FOR REFERENCE ONLY, PROVIDE FUSES AS RECOMMENDED BY EQUIPMENT MANUFACTURER. MMS = MANUAL MOTOR STARTER SWITCH WITH OVERLOADS AND PILOT LIGHT (C)=CONNECT MOTOR(S) VIA VFD/AFD WITH INTEGRAL DISC. SW.
(3) PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC SWS MOUNTED OUTDOORS. I = NEMA I ENCLOSURE (D)=CONNECT VIA COMBINATION DISC/STARTER BY DIV. 23 CONTRACTOR.
(4) COORDINATE STARTER TYPE WITH MECH EQUIP INSTALLER . 3R = NEMA 3R ENCLOSURE (E)=CONNECT VIA DISC SWITCH AT EQUIP. BY DIV. 23 CONTRACTOR.
(5) CONTRACTOR TO VERIFY THAT C.B. FOR COMPRESSORS IS SUFFICIENT TO ALLOW STARTING OF UNIT, IF REQUIRED FOR STARTING C.B. TO BE INCREASED TO A MAX ALLOWED BYN.E.C. CB TO BE HACR RATED. 4SS = NEMA 4 WATER TIGHT STAINLESS STEEL ENCLOSURE (F)=PROVIDE FULL SIZE NEUTRAL.
(6) #12 FEEDERS SHOWN AND OVER 50FT. LONG TO BE #10 FOR 120V CIRCUITS. #12 FEEDERS SHOWN AND OVER 100 FT. LONG TO BE #10 FOR 277 V CIRCUITS. 4 = NEMA 4 WATER TIGHT NON-CORROSIVE ENCLOSURE (G)=MMS WITHOUT OVERLOADS.
(7) NEUTRAL CONDUCTOR TO BE SAME SIZE AS PHASE CONDUCTORS. VFD/AFD = VARIABLE (ADJUSTABLE-AFD) FREQ DRIVE UNIT (H)=CONNECT VIA STARTER IN MCC (BY DIV 26).
(8) MOTOR CB IS SIZED BASED ON NEMA CODE 'F' OR HIGHER. CHANGE CB SIZE IF REQUIRED DUE TO NEMA CODE OF MOTOR PER N.E.C. NF = NON-FUSED. WHERE ACCEPTABLE TO AHJ, CONTRACTOR MAY USEPROPERLY RATED MOTOR SWITCH FOR DISCONNECT SWITCH
(I)=2 SPEED,1 WINDING MOTOR/STARTER.
(9) ALL FEEDERS 100 AMP AND LESS ARE BASED ON 60 DEGREE CONDUCTOR/TERMINATION RATING. ALL OTHER FEEDERS ARE BASED ON 75 DEGREE CONDUCTOR TERMINATIONS.PROVIDE AND INSTALL PROPER TERMINATIONS ON ALL EQUIPMENT PROVIDED BY ANY DIVISION AND/OR SECTION OF THE CONTRACT DOCUMENTS. PROPER TERMINATIONS TO BE ASREQUIRED TO MATCH CONDUCTOR WITH REQUIRED AMPACITY.
AHJ = AUTHORITY HAVING JURISDICTION. (J)=COORDINATE WITH DIV.15 TO BALANCE LOAD OF 1 PHASE FTB MOTORS.
(10) BASED ON MANUFACTURER'S RECOMMENDATION. FNVR = FULL VOLTAGE NON-REVERSING (K)=PROVIDE NEW STARTER IN MCC TO MATCH EXISTING. SEE MCC SCHED.
(11) OR BRANCH CIRCUIT SELECTION CURRENT WHEN AVAILABLE. DFNVR = DUAL VOLTAGE NON-REVERSING (L)=WHERE MOTOR IS FED FROM MCC, PANEL CB NOT REQUIREDFVC = FULL VOLTAGE CONTACTOR (M)=CONNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS
(N)= PROVIDE SHUNT TRIP OPERATED CIRCUIT BREAKER FOR ELEVATOR MOTORS.(O)=(P)=
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
4/20/2020
AWB AWB
E7.01
6FT. MIN.
COPPER GROUND WIRE (TYP.)GROUND ROD/WELLS
N.T.S.
FINISHED GRADECONDUIT, TYP.
SEE DETAIL
120V CIRCUIT
6" X 6" (MINIMUM) CONCRETE POST
HEIG
HTAS
REQU
IRED
FOR
EQUI
PMEN
T(12
'MIN
IMUM
)
60" MIN.
DRM3
NOTE:COVERS ON RACK MOUNTED RECEPTACLES TO BE WEATHERPROOF WHEN IN USE TYPE.1)
PROVIDE CONCRETEAROUND POST IFREQUIRED FORSUBSTANTIATION OFSOIL, ETC.
DISCONNECTS AS CALLEDFOR ON DRAWINGS
6" X 6" (MINIMUM)CONCRETE POST
GROUND LUG WITHCRIMP CONNECTION
1-1/2" X 1-1/2" STAINLESS STEELCHANNEL HORIZONTAL BRACESAS REQUIRED FOR EQUIPMENTAND CONDUIT
DUPLEX W.P. GFIRECEPTACLE
DISCONNECT RACK (DOUBLE) -FREESTANDING/GRADE MOUNTED
PROVDE ONE GROUND WELLAT EACH DISCONNECT RACK.INTERCONNECT GROUNDWELLS AT OTHER RACKS ANDMAIN SERVICE GROUNDROD/WELL WITH A #2COUNTERPOISE CONDUCTOR .
GROUND WELL DETAIL FORPAVED OR TRAFFIC AREAS
CHILLER CH-1HEAT TAPE 20 AMP 120V 1PH 2W
FED FROM1L1-73 LOCATED IN
BUILDING 1 ROOM 01-142
GROUND WELL DETAIL FOR GRASSYUNPAVED NON-TRAFFIC AREAS
DRAWING NO.
SHEE
TTI
TLE
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DOCU
MENT
HIST
ORY
REV
ISIO
NS
19003
EngineerAdrian Baus, P.E.
NO.
DATE
DESC
RIPT
ION
130 Candace DriveMaitland, FL 32751
VCS
Proje
ctNO
.204
7715
Upgr
adeC
hiller
Plan
t
3750
OLS
ON
DR
,D
AYTO
NA
BEAC
H,F
L32
124
VCSD
Facil
itiesS
ervic
es
4/20/2020
AWB AWB
E9.01
