Parks_Barnett_Park_New_100_Ton_Redundant_Chiller-Drawings.pdf

PDF 11 MB Posted Sep 30, 2024

Attached to: Parks Barnett Park New 100 Ton Redundant Chiller
Solicitation number: Y25-711
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · May 11, 2025

These are comprehensive engineering and design drawings for the Orange County, Florida's Barnett Park Redundant Chiller Replacement project. The documents detail a mechanical, electrical, and structural renovation to replace existing chiller systems at the Barnett Park facility, involving the installation of two new 115-ton air-cooled chillers, associated pumps, piping, electrical infrastructure, and building modifications. The project includes demolishing existing chiller equipment, installing new chillers with redundant capabilities, upgrading electrical systems including a new 600A automatic transfer switch, and implementing updated building automation and control systems. The drawings are dated August 16, 2024, and are prepared for permit review, indicating the project is in the final design stages before construction.

The estimated project cost is $1,450,000, with bids to be electronically submitted through the OpenGov e-Procurement Platform by December 5, 2024. The scope involves comprehensive system upgrades across mechanical rooms, chiller yards, and electrical infrastructure, with specific attention to maintaining operational continuity during the renovation. Key components include new chilled water piping, control valves, air separators, expansion tanks, and electrical disconnects and starters for chillers and pumps. The design emphasizes system redundancy, energy efficiency, and modernization of the existing central energy plant, with detailed specifications for equipment, wiring, grounding, and integration with existing building systems.

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File	Type	Posted
Parks_Barnett_Park_New_100_Ton_Redundant_Chiller_(Addendum_#2_Revision).pdf	PDF	Nov 22, 2024
Parks_Barnett_Park_New_100_Ton_Redundant_Chiller-Specifications.pdf	PDF	Sep 30, 2024

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Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

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- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

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2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

COVER SHEET

G-001

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

DRAWING INDEX

SHEET NO. SHEET NAME

G-001 COVER SHEET

A-100 LOUVER DETAILS

C-01 CIVIL PLAN

S-101 STRUCTURAL - JAM DETAILS

S-102 EQUIPMENT FOUNDATION DETAILS

M-001 MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONS

M-100 OVERALL MECHANICAL PLAN

M-201 ENLARGED FIRST FLOOR MECHANICAL PLANS

M-202 ENLARGED FIRST FLOOR MECHANCIAL PLANS

M-601 DETAILS

M-602 SCHEDULES

M-603 CONTROLS

M-604 BAS RISER DIAGRAM

E-001 LEGEND - ELECTRICAL

E-100 FLOOR PLANS - ELECTRICAL

E-201 FLOOR PLANS - ELECTRICAL

E-501 RISER DIAGRAM - ELECTRICAL

4801 W Colonial Dr, Orlando, FL 32808

ISSUE FOR PERMIT

AUGUST 16, 2024

OC Barnett Park Redundant Chiller Replacement

HANSON PROFESSIONAL SERVICES INC.

2300 Maitland Center Pkwy, Suite 310

Maitland, FL 32751

(321) 788-4906

CODES IN EFFECT AT TIME OF DRAWING SUBMITTAL

FLORIDA BUILDING CODE, EIGHTH EDITION (2023)

FLORIDA MECHANICAL CODE, EIGHTH EDITION (2023)

FLORIDA ENERGY CONSERVATION CODE, EIGHTH EDITION (2023)

FLORIDA ACCESSIBILITY CODE, EIGHTH EDITION (2023)

FLORIDA FIRE SPRINKLER CODE 2019 (NFPA 13-2019)

NEC (NFPA 70) 2020 EDITION

TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS

COMPLY WITH THE 2023 FLORIDA BUILDING CODE WITH ALL CURRENT

AMENDMENTS.

PROJECT INFORMATION

SCOPE OF WORK

MECHANICAL:

REPLACEMENT OF THE EXISTING SINGLE 155-TON CHILLER WITH TWO (2)

NOMINAL 115-TON CHILLERS IN PARALLEL OPERATION.

ADDITION OF NEW VARIABLE SPEED CHILLED WATER PUMPS, BYPASS PIPING,

AIR SEPARATOR, EXPANSION TANKS, AND CHEMICAL FILTER FEEDER.

REPLACEMENT OF EXISTING 3-WAY MOTORIZED CHILLED WATER COIL

CONTROL VALVES WITH 2-WAY MOTORIZED CONTROL VALVES.

CONSTRUCTION OF A NEW CHILLER ENCLOSURE AREA.

REPLACING EXISTING AHU-1R OUTDOOR AIR INTAKE LOUVER.

REPLACEMENT OF LOUVER REQUIRES SELECTIVE DEMOLITION AND THE

INSTALLATION OF SUPPLEMENTAL STEEL FRAMING.

UPGRADING EXISTING BAS FRONT-END AND EQUIPMENT CONTROLLERS.

ELECTRICAL:

SUPPORTING MECHANICAL UPGRADES.

STRUCTURAL:

SUPPORTING MECHANICAL UPGRADES.

CIVIL:

SUPPORTING MECHANICAL UPGRADES.

MEP ENGINEERS

ORANGE COUNTY MAYOR

Jerry L. Demings

DISTRICT 1 COMMISSIONER

Nicole H. Wilson

DISTRICT 2 COMMISSIONER

Christine Moore

DISTRICT 5 COMMISSIONER

Emily Bonilla

DISTRICT 6 COMMISSIONER

Michael "Mike" Scott

DISTRICT 4 COMMISSIONER

Maribel Gomez Cordero

DISTRICT 3 COMMISSIONER

Mayra Uribe

PROJECT LOCATION

VoltAir Consulting Engineers 2180 Central Florida Parkway, Suite A8

Orlando, FL 32837

(321) 622-2230

Rhodes+Brito Architects 605 E. Robinson Street, Suite 750

Orlando, FL 32801

(407) 648-7288

ARCHITECTS

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

POINT TABLE

Point # Offset North Offset East

101 0.00 0.00

1 0.00 61.11

2 22.01 61.11

3 21.95 42.26

4 21.95 12.23

5 22.01 0.00

6 21.00 0.00

7 18.16 57.43

8 10.31 37.65

9 18.16 28.72

10 10.31 8.94

11 3.84 11.87

12 3.84 8.85

13 3.84 5.87

14 6.51 2.00

15 8.91 2.09

16 17.59 4.40

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

MARK DATE DESCRIPTION

2300 Maitland Center Pkwy, Suite 310 Maitland, FL 32751

(321) 788-4906

CIVIL PLAN

08/16/2024 21G0138A

OC Barnett Park Redundant Chiller Replacement

ISSUE FOR PERMIT

C-01

S-101

FOUNDATION PLAN

EL 100'-0"

36"Wx72"T LOUVER

WALL OPENING,

REFER TO MECH.

1' -4

-0

S-101

EXISTING CONC. BEAM

8"x22"

EXISTING DOUBLE

DOOR TO BE

REINSTALLED

S-101

3/16

REPAIR GALV.

HSS12x2x1/4 JAMB

L4x4x1/4 x 6" LONG WITH (2) 1/2" DIA.

A307 BLIND BOLTS INTO TUBE AND

LONG SLOTTED HOLES IN VERTICAL

ANGLE LEG

EXISTING DOOR

JAMB TO BE

REINSTALLED

EXISTING CONC.

BEAM 8"x22"

EXISTING L8x4x1/2 LINTEL

EXISTING FINISH TO REMAIN

1 1/2"

OUTSIDE FACE OF

LOUVER, REFER TO MECH.

BASE PL1/2"x12"x5" WITH (1) 5/8" DIA.

EPOXY ANCHORS TO CMU WITH 6"

EMBEDMENT

S-101

FILL END CELL

WITH GROUT

HSS12x2x1/4 JAMB

DEPRESS BASE PLATE TO CONCEAL

ANCHOR UNDER LOUVER, PATCH

SPLIT FACE BLOCK AS REQUIRED

EXISTING 4"

SPLITFACE FACADE

EXISTING 8" CMU

HSS12x2x1/4 JAMB

EXISTING DOOR

JAMB TO BE

REINSTALLED

LOUVER, REFER TO MECH.

BASE PL 1/2"x10"x5" WITH (1) 5/8" DIA.

EPOXY ANCHOR GROUTED CMU CELL

WITH 6" EMBEDMENT

EXISTING MASONRY UNDER LOUVER

DEPRESS BASEPLATE TO CONCEAL

ANCHOR BELOW LOUVER, PATCH

SPLITFACE BLOCK AS REQUIRED

3/16

REPAIR GALV.

HSS12x2x1/4 JAMB

L4x4x1/4 x 6" LONG WITH (2) 1/2" DIA.

BLIND BOLTS INTO TUBE, LONG SLOTTED

HOLES IN VERTICAL ANGLE LEG

LOUVER, REFER TO MECH.

DOOR JAMB TO BE

REINSTALLED

6" 6"

EXISTING DOOR FRAME,

TO BE REINSTALLED,

SEE S-501 FOR

ATTACHMENT TO TUBE

EXISTING DOOR

PANEL

LOUVER, REFER TO MECH., OUTSIDE

FACE TO MATCH EXTERIOR SURFACE

HSS12x2x1/4 JAMB

STRUCTURAL STEEL NOTES:

S-1. MATERIAL PROPERTIES (U.N.0.)

• ANGLES - Fy = 36 KSI - (ASTM A36 OR ASTM A572)

• PLATES & BARS - Fy = 36 KSI - (ASTM A36 OR ASTM A572)

• HSS SHAPES - Fy = 50 KSI - (ASTM A500 Gr C)

• RODS - Fy = 36 KSI - (ASTM F1554 Gr 36)

S-2. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL MEMBERS

SHALL BE IN ACCORDANCE WITH THE AISC - "STEEL CONSTRUCTION MANUAL",

FOURTEENTH EDITION.

S-3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST "AWS"

SPECIFICATIONS BY CERTIFIED WELDERS. ALL WELDS SHALL BE MADE WITH E70XX

ELECTRODES UNLESS NOTED OTHERWISE.

S-4. OPENINGS REQUIRED IN STRUCTURAL STEEL MEMBERS SHALL BE SHOWN ON THE

DRAWINGS. FIELD CUTTING OF HOLES IN STRUCTURAL STEEL MEMBERS SHALL NOT BE

ALLOWED WITHOUT WRITTEN PERMISSION OF THE ENGINEER.

S-5. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

STRUCTURAL STEEL FABRICATION.

S-6. WHENEVER CONSTRUCTION SCHEDULING REQUIRES THE ERECTION OF STRUCTURAL

MEMBERS WHICH BY THEMSELVES WOULD BE CONSIDERED LATERALLY UNSTABLE,

ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED.

S-7. ALL STEEL COMPONENTS TO BE SHOP PRIMED WITH A ZINC-RICH, ORGANIC PRIMER.

REFER TO ARCH. FOR ADDITIONAL TOP COATS TO BE APPLIED IN THE FIELD.

2300 Maitland Center Pkwy, Suite 310 Maitland, FL 32751

(321) 788-4906

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

MARK DATE DESCRIPTION

ISSUE FOR PERMIT

21G0138A

RMF

JMC

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

STRUCTURAL JAMB

DETAILS

S-101

8/16/2024

1/4" = 1'-0"

ENLARGED PLAN VIEW

3/4" = 1'-0"

PARTIAL NORTH ELEVATION

1 1/2" = 1'-0"

SECTION

3" = 1'-0"

DETAIL

3" = 1'-0"

DETAIL

3" = 1'-0"

DETAIL

12" CONCRETE SLAB-ON-GRADE

WITH #6 REINFORCING BARS AT 12"

CENTERS, EACH WAY, 2" CLR OF TOP

OF SLAB

PROVIDE 12" HOOK AT

PERIMETER OF SLAB

6" 1'

-0

PROPOSED GRADE

EQUIPMENT, REFER

TO MECH.

1' -0

COMPACTED GRANULAR

FILL (6" MINIMUM)

FOUNDATION:

F-1 NET ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF PER FLORIDA

BUILDING CODE PRESUMPTIVE ALLOWABLE BEARING PRESSURES.

F-2 ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF DEBRIS,

STANDING WATER AND LOOSE SOIL AND BE INSPECTED AND APPROVED BY

THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.

CONCRETE:

C-1 MATERIAL PROPERTIES (U.N.O.)

• 28-DAY COMPRESSIVE STRENGTH, F'c = 4,500 PSI

• MAXIMUM WATER/CEMENT RATIO, w/c = 0.45

• CONCRETE REINFORCEMENT, ASTM A 615 - Fy = 60 KSI

C-2 PROTECTIVE COVERING FOR REINFORCEMENT BARS SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS:

• FOOTINGS:

BOTTOM & SIDES = 3"

TOP = 2"

C-3 ALL REINFORCEMENT BARS SHALL BE FABRICATED IN ACCORDANCE

WITH THE LATEST CRSI MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES AND SHALL BE CLEAN

AND FREE OF GREASE AND SCALING RUST.

C-4 ALL CONTROL JOINTS SHALL BE TOOLED OR SAWN.

C-5 LAP ALL BARS AS FOLLOWS U.N.O. (CLASS B): #6 = 3'-1"

NOTES:

1'-0"

S-102

PRELIMINARY EQUIPMENT PAD SIZE: 20'-6" X 9'-4"

12" CONCRETE SLAB-ON-

GRADE WITH #6

REINFORCING BARS AT 12"

CENTERS, EACH WAY, 2"

CLR. OF TOP OF SLAB, TYP.

CHILLER, REFER TO MECH.

5' -6

BUFFER TANK

5'-6"

12" CONCRETE SLAB-ON-

GRADE WITH #4

REINFORCING BARS AT 12"

CENTERS, EACH WAY, 2"

CLR OF TOP OF SLAB

S-102

SIM.

1' -0

Y P

1'-0" TYP.

7'-5"

CHILLER, REFER TO MECH.

1' -0

Y P

1'-0" TYP.

4'-3"

CONFIRM WITH SELECTED CHILLER SIZE

20'-6" +/-

CONFIRM WITH SELECTED CHILLER SIZE

20'-6" +/-

9' -4

EXPANSION

TANK

3' -7

-0

3'-0" +/-

-0

2'-0" +/-

FEEDER TANK

6" +/- 10'-0" +/-

-0

CHILLER PUMPS (3)

TYP.

1'-0"

T Y

1' -0

12" CONCRETE SLAB-ON-GRADE WITH #4 REINFORCING

BARS AT 12" CENTERS, EACH WAY, 2" CLR OF TOP OF SLAB.

FOUNDATION SIZES SHOWN ARE PRELIMINARY AND MUST

BE COORDINATED WITH THE SELECTED AND APPROVED

EQUIPMENT WITH ANCHORAGE CONSIDERATIONS

S-102

SIM.

S-102

2300 Maitland Center Pkwy, Suite 310 Maitland, FL 32751

(321) 788-4906

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

MARK DATE DESCRIPTION

ISSUE FOR PERMIT

21G0138A

NDO

RMF

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

EQUIPMENT

FOUNDATION DETAILS

S-102

8/16/2024

3/4" = 1'-0"

EQUIPMENT SUPPORT DETAIL

3/4" = 1'-0"

EQUIPMENT SUPPORT PLAN

1/8" = 1'-0"

EQUIPMENT FOUNDATION PLAN

MECHANICAL SYMBOLS (HVAC)

MECHANICAL SYMBOLS (GENERAL)

MECHANICAL LEGEND (PIPING)

PIPING DESIGNATIONS

MECHANICAL SYMBOLS (PIPING)

PRESSURE RELIEF VALVE TAG

REHEAT OR BOOSTER COIL TAG

VAV BOX TAG

HUMIDISTATH

NIGHT SETBACK STATN

HX = HT. EXCHANGER

MD MOTORIZED DAMPER

ACC AIR COOLED CONDENSER

PENTHOUSE (INTAKE OR RELIEF)PH

RLFA RELIEF AIR

PRESSURE REGULATING VALVE

(STEAM, AIR & WATER, ARROW POINTS

TO LOWER PRESSURE.)

PRESSURE - TEMPERATURE RELIEF VALVE

REDUCED PRESSURE BACK FLOW PREVENTER

POINT OF DISCONNECT

EQUIPMENT TAGS (XX = MARKS BELOW)

UH = UNIT HEATER

EHC = ELECTRIC HEATING COIL

EF = EXHAUST FAN

CT = COOLING TOWER

CH = CHILLER

AS = AIR SEPARATOR

AHU = AIR HANDLING UNIT

Z = WHERE DETAIL OR SECTION IS SHOWN

X = SECTION [LETTER] OR DETAIL [NUMBER]

SMOKE DAMPER (S)

(OR

∅X")

EXHAUST DUCT

CONDENSATE DRAINCD

CONDENSATE WATER SUPPLY

CONDENSATE WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHWS

CHWR

RL REFRIGERATION LIQUID

RS REFRIGERATION SUCTION

HWR HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLYHWS

24X12

SUPPLY AIR

OUTDOOR AIR

MOTORIZED DAMPER

EXHAUST AIR

THERMOSTAT (X = COIL OR BOX NUMBER)T

FLEXIBLE DUCT CONNECTION

DISCHARGE OR SUPPLY DUCT

RETURN OR OUTSIDE AIR DUCT

SYMBOL ON DRAWING)

ON ACTUAL DUCT SIZE & NOT ON SCHEMATIC

TURNING VANES (NUMBER OF VANES SHALL BE BASED

FOR INTERNAL INSULATION, WHERE SPECIFIED

OPENING. SHEET METAL SIZE MUST BE INCREASED

DIMENSION. SIZE SHOWN IS INTERNAL CLEAR

DUCT SIZE DESIGNATION. SIDE SHOWN IS FIRST

REVISIONS

ROOM NUMBERS

RA RETURN AIR

AIR DEVICE DESIGNATION

RUN BETWEEN JOISTRBJ

TDE

AFF ABOVE FINISHED FLOOR

TOP DUCT ELEVATION

CEILING SUPPLY AND RETURN AIR DEVICE

FLEXIBLE DUCT

VOLUME DAMPER (VD)

ACCESS DOOR (AD)

ACCESS PANEL (AP)

FIRE DAMPER (F)

MOTORIZED DAMPER (ELEC. OR PNEU.)

INCLINE DROP IN DIRECTION OF ARROW

INCLINE RISE IN DIRECTION OF ARROW

FOB = FLAT ON BOTTOM (IF APPLICABLE)

FOT = FLAT ON TOP OR

TRANSITIONS: GIVE SIZES.

FLEXIBLE PIPE CONNECTION

VENTURI FLOW MEASURING STATION

SOLENOID VALVE

BUTTERFLY VALVE

WITH PRESSURE TAPS

PLUG VALVE

COMBINATION BALANCE & SHUTOFF VALVE

THREE - WAY AS INDICATED

AUTOMATIC CONTROL VALVE,

PNEUMATIC STRAIGHT THRU OR

AIR VENT, MANUAL (MAV)

UNION JOINT

FLANGE JOINT

"Y" STRAINER

TEE - UP, BRANCH OUT OF TOP

TEE - DOWN, BRANCH OUT OF BOTTOM

ELBOW - UP

ELBOW - DOWN

RISE OR DROP

DIRECTION OF FLOW

SLEEVE THRU WALL

CAP ON END OF PIPE

THERMOMETER, THERMOMETER WELL

PRESSURE GAUGE WITH GAUGE COCK

PUMP (TRIANGLE POINTS IN DIR. OF FLOW)

FLOW SWITCH

PRESSURE SWITCH

GATE VALVE

CHECK VALVE

BALL VALVE

GAUGE COCK

PRV

LINEAR DIFFUSERS

# OF SLOTS FOR

NOTE: FOR 24x24 AIR DEVICES

COIL

VAV BOX #

BOX SIZE

HW REHEAT

AIR DEVICE

SLOT DIFFUSERS

AIR DEVICE

24x24 DIFFUSERS

NECK SIZE

HAVE 2-WAY VALVE

INDICATES COIL WITH 3-WAY

VALVE. COILS WITHOUT ' ' SHALL

9-2.5 4.1-750*

HW GPM

CFM

S3-200 4S-8"

MARK CFM

PROVIDE 4-WAY PATTERN

UNLESS OTHERWISE SPECIFIED.

NECK SIZE

8" S3-200

MARK CFM

AIR DEVICE LEGEND

FCU = FAN COIL UNIT

CU = CONDENSING UNIT

RTU = ROOFTOP UNIT

POINT OF CONNECT

HEX NOTES ON DRAWINGS & SCHEDULES

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

R K

C H

R R

_l w ilk

Q G

rv t

2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

MECHANICAL

NOTES, LEGENDS,

AND

ABBREVIATIONS

M-001

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

BEFORE SUBMITTING BID, CONTRACTOR SHALL VISIT THOSE PORTIONS OF

THE BUILDING AND SITE AFFECTED BY THIS WORK SO AS TO BECOME

FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT MAY AFFECT

EXECUTION OF THE WORK. SUBMISSION OF A BID DENOTES THAT SUCH

EXAMINATION HAS BEEN MADE AND CLAIMS FOR LABOR, EQUIPMENT OR

MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT

BE RECOGNIZED. SUBMIT ANY QUESTIONS REQUIRED TO CLARIFY SCOPE

PRIOR TO BID. INCLUDE ALL REQUIRED WORK IN BID PRICE.

PROVIDE A HINGED DUCT ACCESS PANEL FOR ALL FIRE, SMOKE, AND

COMBINATION FIRE/SMOKE DAMPERS PROVIDED. FOR PURPOSES OF

CLARITY, DRAWINGS MAY NOT SHOW ALL ACCESS PANELS.

FULLY COORDINATE ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH

ARCHITECTURAL CEILING GRID AND EQUIPMENT OF ALL TRADES.

ALL DUCT SIZES INDICATED ON THE DOCUMENTS ARE NET FREE AREA

DIMENSIONS.

UNFORESEEN SITE CONDITIONS MAY EXIST AND EXACT LOCATIONS OF

EXISTING UTILITIES MAY NOT BE AS SHOWN ON THE DRAWINGS. COORDINATE

WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED

DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER. IT

IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF

THIS CONTRACT. SUCH DEVIATIONS MAY NOT BE CONSIDERED AS PART OF

THIS CONTRACT WHEN PROPERLY DOCUMENTED IN WRITING.

CONCEAL ALL PIPING AND DUCT ABOVE CEILING OR IN NEW WALLS, UNLESS

WITHIN A MECHANICAL ROOM OR SPECIFICALLY NOTED AS EXPOSED OR

SURFACE MOUNTED. CONTRACTOR SHALL COORDINATE WITH THE GENERAL

CONTRACTOR TO PAINT ALL EXPOSED PIPING TO MATCH CORRESPONDING

EXPOSED AREAS.

WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE ESTABLISHED WORK

SCHEDULE SET FORTH BY THE OWNER. COORDINATE ALL WORK WITH THE

GENERAL CONTRACTOR.

PROVIDE ALL CONCRETE PATCHING, WALL PATCHING, CEILING REPAIR,

FENCE WORK AND OTHER GENERAL CONSTRUCTION WORK REQUIRED FOR

INSTALLING MECHANICAL SYSTEMS. COORDINATE WITH GENERAL

CONTRACTOR AND CONTRACTORS OF OTHER DIVISIONS.

ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE UL LISTED

WHERE APPLICABLE.

PENETRATION OF THE ROOF DECK WILL NOT BE ACCEPTABLE FOR SUPPORT

OF DUCTWORK, PIPING, EQUIPMENT OR ANY OTHER DEVICES. ALL SUPPORTS

SHALL SPAN BETWEEN THE STRUCTURAL ELEMENTS TO SUPPORT THE

MECHANICAL EQUIPMENT.

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE SCALED.

COORDINATE EXACT LOCATION OF ALL CEILING MOUNTED EQUIPMENT SO

ALL SERVICEABLE COMPONENTS CAN BE EASILY ACCESSED BY REMOVING

CEILING TILES ONLY. REMOVAL OR RELOCATION OF LIGHTING FIXTURES FOR

SERVICE ACCESS IS NOT ACCEPTABLE. THE CONTRACTOR SHALL REINSTALL

EQUIPMENT THAT HAS INADEQUATE OR UNSAFE ACCESSIBILITY. LOCATE ALL

OTHER EQUIPMENT WITH MANUFACTURER-REQUIRED ACCESS FOR

OPERATION AND MAINTENANCE. INSTALL EQUIPMENT WITH PROPER

ELECTRICAL CODE CLEARANCES.

COMPLY WITH DIVISION 26 OF THE CONTRACT SPECIFICATIONS REFERRING

TO MOTORS, STARTERS, VFD’S, ETC.

THE SIZE AND LOCATION OF EQUIPMENT INSTALLED UNDER DIVISION 23 –

MECHANICAL SHALL BE COORDINATED WITH OTHER TRADES.

WHENEVER A REFERENCE IS MADE TO A STANDARD, THE WORK SHALL

COMPLY WITH THE LATEST EDITION OF THE STANDARD ACCEPTED BY THE

AUTHORITY HAVING JURISDICTION AT THE TIME THE PROJECT IS BID.

ALL MATERIAL STORED ON SITE SHALL BE PROPERLY PROTECTED FROM

DAMAGE OR DETERIORATION. MATERIAL SHALL NOT BE STORED IN CONTACT

WITH THE GROUND. ALL DUCTWORK AND EQUIPMENT, WHETHER INSTALLED

OR NOT, SHALL BE SEALED AT ANY OPENING. IF EQUIPMENT IS BECOMES

DAMAGED OR DETERIORATES DUE TO IMPROPER STORAGE BY THE

CONTRACTOR, THE CONTRACTOR SHALL REPLACE THE EQUIPMENT IN KIND

AT NO ADDITIONAL COST TO THE OWNER.

LONG RADIUS ELBOWS SHALL BE PROVIDED FOR ALL SUPPLY AND RETURN

AIR DUCTWORK BENDS AS SPACE ALLOWS. TURNING VANES WITH MITERED

HARD ELBOWS WILL ONLY BE ACCEPTED WHERE SHOWN ON THE

DOCUMENTS. LONG RADIUS ELBOWS MAY BE SUBSTITUTED FOR MITERED

ELBOWS WHERE SPACE ALLOWS.

IF THERE ARE ANY APPARENT CONFLICTS BETWEEN THE SPECIFICATIONS

AND DRAWINGS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.

NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO

PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENINGS.

THE ENTIRE AIR DISTRIBUTION SYSTEM INCLUDING SUPPLY/RETURN

DUCTWORK, TRANSFER DUCTS, GRILLES, DIFFUSERS AND ALL COMPONENTS

SHALL BE MAINTAINED DUST AND GRIT FREE DURING THE CONSTRUCTION

PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF ALL

COMPONENTS TO ENGINEER AND OWNER SATISFACTION PRIOR TO START-UP

OF THE SYSTEM.

PROVIDE ACCESS PANELS IN DUCTWORK, WALLS AND CEILINGS WHERE

REQUIRED FOR OPERATION, BALANCING, INSPECTION, AND MAINTENANCE OF

ALL EQUIPMENT.

VERIFY EXISTING CONDITIONS IN THE FIELD AND COORDINATE WITH ALL

TRADES PRIOR TO INSTALLING, FABRICATING OR ORDERING EQUIPMENT.

ALL EXTERNALLY-WRAPPED FIBERGLASS INSULATION SEAMS, CONNECTIONS,

AND JOINTS SHALL BE CONSTRUCTED WITH WOVEN POLYESTER FABRIC,

STAPLED, AND THEN SEALED WITH MASTIC PER SPECIFICATION SECTION 23

07 13. HEAT AND PRESSSURE SENSITIVE TAPE ARE NOT ACCEPTABLE AS A

FINAL CLOSURE.

GENERAL NOTES

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

ALL WORK SHALL BE IN ACCORDANCE WITH THE 2023 (8TH ED.) FLORIDA

BUILDING CODE, FLORIDA PLUMBING CODE, FLORIDA ENERGY

CONSERVATION CODE, AND FLORIDA MECHANICAL CODE & STANDARDS

(WITH SUPPLEMENTS) AS REFERENCED THROUGHOUT THE

SPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS DO NOT ATTEMPT

TO INDICATE ALL WORK REQUIRED BY THE CODES AND AUTHORITIES. DO

NOT INSTALL WORK THAT DOES NOT MEET THE MINIMUM CODE

REQUIREMENTS. IF NECESSARY, REQUEST CLARIFICATION FROM THE

ENGINEER PRIOR TO PROCEEDING.

CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY

MECHANICAL INSPECTOR AND/OR THE WORK IS OBSERVED BY THE

ARCHITECT/ENGINEER. CONTRACTOR SHALL NOTIFY THE A/E AND OWNER

OF A SCHEDULED INSPECTION/REVIEW TIME WITHIN 72 HOURS OF THE

REQUESTED TIME. CONTRACTOR SHALL NOT CONCEAL WORK UNTIL

INSPECTED AND OBSERVED, REGARDLESS OF SCHEDULE.

PRIME CONTRACTOR IS RESPONSIBLE TO HAVE LICENSED AND QUALIFIED

SUBCONTRACTORS PERFORMING ALL WORK.

CONTRACTOR SHALL MAINTAIN A MARKED-UP SET OF RECORD DRAWINGS

WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE

ORIGINAL DESIGN. SUBMIT DRAWINGS TO OWNER AND A/E UPON

COMPLETION FOR REVIEW.

THE SIZE, LOCATION, WEIGHT, ELECTRICAL REQUIREMENTS AND SERVICE

CLEARANCES OF EQUIPMENT INSTALLED UNDER DIVISION 23 SHALL BE

COORDINATED WITH ALL OTHER TRADES.

PROVIDE A MINIMUM OF ¾” FOR HYDRONIC PIPING UNLESS SPECIFICALLY

NOTED OTHERWISE. PROVIDE ¾” HYDRONIC PIPING RUNOUTS TO

EQUIPMENT UNLESS NOTED OTHERWISE.

MECHANICAL CONTRACTOR SHALL COORDINATE THE FABRICATION AND

INSTALLATION OF ALL STRUCTURAL SUPPORTS AND FRAMING FOR

MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING WITH THE GENERAL

CONTRACTOR

CONTRACTOR SHALL PROVIDE COORDINATED SHOP DRAWINGS PRIOR TO

PROCURING OR INSTALLING EQUIPMENT AND SYSTEMS INDICATED ON

CONTRACT DOCUMENTS. SUBMIT IN STRICT ACCORDANCE WITH THE

SPECIFICATIONS. PRIOR TO SUBMITTAL, CONTRACTOR SHALL VERIFY

THAT ADEQUATE SPACE EXISTS FOR THE SUBMITTED EQUIPMENT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED BY

OTHER TRADES DUE TO SUBSTITUTION OF OTHER THAN SCHEDULED

EQUIPMENT. WHEN EQUIPMENT FURNISHED IS DIFFERENT THAN

INDICATED, THE COST OF ADDITIONAL ELECTRICAL SERVICE, STRUCTURAL

AND RELATED WORK SHALL BE PAID BY THIS CONTRACTOR.

PIPE AND DUCT INSTALLATION HEIGHTS WHEREVER PROVIDED ON THE

DRAWINGS ARE INTENDED FOR GUIDANCE PURPOSES ONLY. RESPECTIVE

CONTRACTORS SHALL BE RESPONSIBLE FOR SHOP DRAWINGS, PROPER

INSTALLATION OF SYSTEM AND COORDINATION AMONG TRADES.

ALL PIPING AND DUCT PENETRATIONS THROUGH FLOOR AND WALLS SHALL

BE MADE THROUGH NEATLY CUT OR DRILLED OPENINGS. SEAL AROUND

ALL PENETRATIONS. SEAL NON-RATED WALLS WITH GROUT OR CAULK.

BACKING MATERIAL MAY BE USED. SEAL PENETRATIONS IN ALL RATED

WALLS WITH A UL-LISTED FIRE STOPPING ASSEMBLY MANUFACTURED BY

3M, HILTI, OR STI FIRESTOP.

LABEL ALL THERMOSTATS, SENSORS, CONTROL PANELS, ETC. IN

ACCORDANCE WITH THE SPECIFICATIONS.

INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER’S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED

OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE

PRECEDENCE.

REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH NEW AND

EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN

CONTINUITY, APPEARANCE, OR FUNCTION.

RESPECTIVE CONTRACTORS SHALL BE RESPONSIBLE FOR REINFORCED

CONCRETE PADS FOR ALL EQUIPMENT BEING PROVIDED UNDER THEIR

CONTRACT. EACH PAD SHALL HAVE 1”/45° CHAMFERED EDGE ALONG

PERIMETER.

PROVIDE PROPER GRADIENTS FOR PIPING. PROVIDE MANUAL AIR VENTS

AT ALL HIGH POINTS IN HYDRONIC PIPING. ALL HYDRONIC PIPING SHALL BE

DRAINABLE AND SHALL HAVE DRAIN VALVES INSTALLED AT ALL OF THE

LOW POINTS.

REMOVE AND REINSTALL ACOUSTICAL TILE CEILING AS REQUIRED TO

PERFORM WORK SHOWN ON DRAWINGS.

IT IS THE INTENT OF THESE PLANS AND SPECIFICATION TO PROVIDE A

WORKING INSTALLATION IN EVERY DETAIL AND ALL ITEMS REQUIRED FOR

SUCH AND INSTALLATION SHALL BE PROVIDED WHETHER OR NOT

SPECIFICALLY INDICATED OR MENTIONED.

IT IS A REQUIREMENT THAT EACH SPACE IN THIS FACILITY, DURING

OCCUPIED HOURS, SHALL HAVE CONTINUOUS HEATING AND/OR COOLING

THROUGHOUT THE DURATION OF CONSTRUCTION AND THAT

TEMPERATURES SHALL BE MAINTAINED FOR EACH SPACE PER OWNER'S

REQUIREMENTS. IF THE CONTRACTOR BELIEVES THAT TEMPORARY

HEATING AND/OR COOLING METHODS WILL BE REQUIRED, PROVIDE A

COST LINE ITEM IN THE BID, INCLUDING THE DURATION REQUIRED FOR

TEMPORARY EQUIPMENT. OMISSION OF THIS LINE ITEM CONSTITUTES

CONTRACTOR'S ABILITY TO COMPLY WITH PROJECT REQUIREMENTS

WITHOUT THE NEED FOR TEMPORARY HEATING AND/OR COOLING.

WHERE PIPING IS CUT/REPAIRED/PATCHED, REINSULATE THE PIPE PER

THESE DOCUMENTS AND APPLY NEW JACKETING AND PAINT.

GLAZING:

ROOF:

WALL:

EXISTING TO REMAIN

BUILDING ENVELOPE

FLOOR AREA: ±42,600 GSF EXISTING CONSTRUCTION

VENTILATION: EXISTING TO REMAIN

EQUIPMENT: EXISTING TO REMAIN

LIGHTING: EXISTING TO REMAIN

PEOPLE: EXISTING TO REMAIN

BUILDING INTERNAL LOADS

HEATING: 70F

COOLING: 74F / 50% RH

INDOOR

ORLANDO, FL

ASHRAE WEATHER DATA LOCATION:

DAILY RANGE: 16.6 F DB

WINTER: 35 F DB 99.6% DB

SUMMER: 95 F DB / 78 F WB 0.4% MEAN COINCIDENTAL DB/WB

OUTDOOR

TEMPERATURE DESIGN CRITERIA

PROJECT DESIGN CONDITIONS

CONTROL GENERAL NOTES

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

ALL CONDUIT, WIRING, ACCESSORIES AND WIRING CONNECTIONS REQUIRED FOR

THE INSTALLATION OF THE BUILDING AUTOMATION SYSTEM, AS HEREIN SPECIFIED,

SHALL BE PROVIDED BY THE BAS CONTRACTOR UNLESS SPECIFICALLY SHOWN ON

THE ELECTRICAL DRAWINGS UNDER DIVISION 26 ELECTRICAL. ALL WIRING SHALL

COMPLY WITH THE REQUIREMENTS OF APPLICABLE PORTIONS OF DIVISION 26 AND

ALL LOCAL AND NATIONAL ELECTRIC CODES, UNLESS SPECIFIED OTHERWISE IN

THIS SECTION. ALL INSULATED WIRE TO BE COPPER CONDUCTORS, UL LABELED

FOR 90°C MINIMUM SERVICE.

THE SIZING, TYPE AND PROVISION OF CABLE, CONDUIT, CABLE TRAYS, AND

RACEWAYS SHALL BE THE DESIGN RESPONSIBILITY OF THE BAS CONTRACTOR. IF

COMPLICATIONS ARISE, HOWEVER, DUE TO THE INCORRECT SELECTION OF CABLE,

CABLE TRAYS, RACEWAYS AND/OR CONDUIT BY THE BAS CONTRACTOR, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN REPLACING

THE SELECTED COMPONENTS.

ALL CLASS 2 (24VAC OR LESS) WIRING SHALL BE INSTALLED IN CONDUIT UNLESS

OTHERWISE SPECIFIED. CONDUIT IS NOT REQUIRED FOR CLASS 2 WIRING IN

CONCEALED ACCESSIBLE LOCATIONS. CLASS 2 WIRING NOT INSTALLED IN CONDUIT

SHALL BE SUPPORTED EVERY 5’ FROM THE BUILDING STRUCTURE UTILIZING METAL

HANGERS DESIGNED FOR THIS APPLICATION. WIRING SHALL BE INSTALLED

PARALLEL TO THE BUILDING STRUCTURAL LINES. ALL WIRING SHALL BE INSTALLED

IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. CLASS 2 SIGNAL WIRING AND

24VAC POWER CAN BE RUN IN THE SAME CONDUIT. POWER WIRING 120VAC AND

GREATER CANNOT SHARE THE SAME CONDUIT WITH CLASS 2 SIGNAL WIRING.

PROVIDE FOR COMPLETE GROUNDING OF ALL APPLICABLE SIGNAL AND

COMMUNICATIONS CABLES, PANELS AND EQUIPMENT SO AS TO ENSURE SYSTEM

INTEGRITY OF OPERATION. GROUND CABLING AND CONDUIT AT THE PANEL

TERMINATIONS. AVOID GROUNDING LOOPS.

A GRAPHIC OF EACH SYSTEM AND ITEM OF HVAC EQUIPMENT SHALL BE PROVIDED.

GRAPHICS SHALL ALSO DISPLAY ITEMS SUCH AS EQUIPMENT SCHEDULES, TREND

LOGS, RUN HOURS, OCCUPIED/UNOCCUPIED STATUS, SEQUENCE OPERATING

MODE AND A BUILDING WIDE SUMMARY ALARM SCREEN.

THE CONTROL OF MODULATING DAMPERS, CONTROL VALVES, AND VFDS SHALL

UTILIZE PROPORTIONAL-INTEGRAL-DERIVATIVE (PID) CONTROL LOOPS. THE

CONTRACTOR SHALL TUNE THE LOOPS TO PROVIDE STABLE OPERATION.

ALL ROOM NAMES AND NUMBERS USED FOR PROGRAMMING, GRAPHICS, LABELING

AND SHOP DRAWINGS SHALL BE COORDINATED WITH THOSE ACTUALLY USED,

WHICH MAY DIFFER FROM THE NAMES/NUMBERS ON THE DOCUMENTS.

ALL HVAC CONTROLLERS, ROUTERS, REPEATERS, DC AND 24 VAC POWER

SOURCES AND RELAYS OR RIB'S SHALL BE LOCATED WITHIN CONTROL PANELS. ALL

WIRING TO AND FROM THE CONTROL PANEL SHALL FIRST BE LANDED ON

SEPARATE TERMINAL STRIP TYPE CONNECTOR(S) MOUNTED WITHIN THE CONTROL

PANEL. TERMINAL STRIP CONNECTORS OR THE ENDS OF THE WIRE SHALL BE

LABELED FOR IDENTIFICATION PURPOSES. WIRING WITHIN PANELS SHALL BE RUN

PARALLEL AND PERPENDICULAR TO THE PANEL, ARRANGED NEATLY, USING WIRING

DUCT FOR MULTIPLE CONDUCTOR RUNS AND SPIRAL WRAPPING OF WIRE

BUNDLES. CONTROL PANELS SHALL BE WALL OR STAND MOUNTED. INSTALLATION

ON AHU'S IS NOT ACCEPTABLE UNLESS NOTED OTHERWISE.

COORDINATE FACILITY OPERATING HOURS FOR BUILDING HVAC SYSTEMS WITH

OWNER.

UNLESS OTHERWISE NOTED, DESIGN TEMPERATURES DURING OCCUPIED HOURS,

WHEN COOLING, NORMAL BUILDING TEMPERATURE SETPOINTS SHALL BE 74 F.

WHEN HEATING, NORMAL BUILDING TEMPERATURE SETPOINTS SHALL BE 69 F.

WHERE DEAD BANDS, INTERLOCKS, RESET RATIOS, DELAYS, RANGES AND SET

POINTS ARE LISTED THEY SHALL BE FULLY ADJUSTABLE THROUGH THE

OPERATOR'S REMOTE WORKSTATION WITHOUT ADJUSTING THE PROGRAMMING

LOGIC.

10.

11.

THE BAS CONFIGURATION IS BASED UPON A TRANE. NO ALTERNATE

MANUFACTURERS WILL BE ACCEPTED. THE INSTALLATION SHALL BE PERFORMED

BY AWARDED CONTRACTOR.

THE BAS CONTRACTOR SHALL NOT SUBMIT OR INSTALL ANY HARDWARE OR

SOFTWARE THAT IS PLANNED FOR END-OF-RUN OR OBSOLESCENCE WITHIN 36

MONTHS OF THE START OF THE WARRANTY PERIOD.

THE SYSTEM SHALL COMMUNICATE WITH EXISTING ORANGE COUNTY SERVERS.

EXISTING ON-SITE BAS OPERATING SOFTWARE SHALL BE UPDATED AS REQUIRED

FOR GRAPHICAL DISPLAY, MONITORING, TRENDING, ALARMS AND SUPERVISORY

CONTROL FOR THE SYSTEM, TO INCLUDE ANY AND ALL UPGRADES OF EXISTING

HARDWARE/SOFTWARE CONNECTED TO THOSE SYSTEMS, AND/OR INSTALLATION

OF NEW SOFTWARE. UPGRADE THE EXISTING FRONT-END TO THE CURRENT

VERSION OF TRANE TRACER SC+ (BACNnet), AND PULL INTO EXISTING TRANE

ENSEMBLE SERVER. PROVIDE UPDATED GRAPHICS FOR ALL NEW AND EXISTING

EQUIPMENT. INCLUDE ALL REQUIRED LICENSING AND COSTS.

THE WORK SHALL INCLUDE, BUT NOT BY WAY OF LIMITATION, MICROPROCESSOR

BASED CONTROLLERS, SENSORS, PANELS, SWITCHES, SIGNAL SELECTORS,

CONDUIT, WIRING, PROGRAMMING, SOFTWARE, FIRMWARE, OPERATORS

WORKSTATION, ROUTERS, HUBS, REPEATERS, GATEWAYS, FILE SERVER,

WORKSTATION SYSTEM GRAPHICS, TERMINATIONS, COMMUNICATIONS

WIRING/CABLING, CALIBRATION, ACTIVATION, DE-BUGGING, COMMISSIONING,

DEMONSTRATIONS AND TRAINING. ALL NEW CONTROLLERS AND OPERATOR

WORKSTATIONS SHALL BE BTL-LISTED. NEW CONTROLLERS SHALL BE

EXPANDABLE TO TWICE THE POINT CAPACITY REQUIRED BY THE POINTS LISTS ON

THE DRAWINGS.

COORDINATE THE RANGE, SET POINT, DEAD BAND, CHARACTERISTICS AND

MOUNTING LOCATIONS OF SENSORS WITH THE ACTUAL EQUIPMENT FURNISHED.

INSTALL SENSORS, TUBING AND WIRING TO BE ACCESSIBLE, PROPERLY

SUPPORTED AND ARRANGED SO AS NOT TO IMPEDE OR ENCROACH UPON

EQUIPMENT SERVICE AND ACCESS AREAS. ALL DEVICES MOUNTED ON INSULATED

SURFACES SHALL INCLUDE APPROPRIATE METAL STAND-OFF BRACKETS MADE OF

THE SAME MATERIAL. THERMOMETER WELLS SHALL HAVE LAGGING EXTENSIONS

OF A LENGTH EQUAL TO THE INSULATION THICKNESS.

WHERE PROPOSED SEQUENCES COULD DEFEAT THE EQUIPMENT

MANUFACTURERS RECOMMENDED SAFETIES, EXCEED RECOMMENDED STARTS

PER HOUR, CONTRIBUTE TO A SHORTENED EQUIPMENT LIFE EXPECTANCY OR

OTHERWISE BE DETRIMENTAL TO THE EQUIPMENT CONTROLLED, ALERT ENGINEER

OF CONFLICT PRIOR TO PROCEEDING WITH THE WORK.

THE BASE BID SHALL INCLUDE FIELD CALIBRATION OF ALL SENSORS, REVISIONS TO

SET POINTS, SCHEDULES, PID PARAMETERS, DEAD BANDS, DELAYS AND RANGES

BASED UPON ACTUAL PERFORMANCE OF CONTROLLED EQUIPMENT, TO PROVIDE

FOR SAFE, STABLE OPERATION WITHOUT EXCESSIVE CYCLING OR HYSTERESIS.

DEMONSTRATE ALL SEQUENCES OF OPERATION IN THE PRESENCE OF THE OWNER

FOR ALL CONTROLLED EQUIPMENT, TO INCLUDE GENERATION OF ALARMS AND

GENERAL EQUIPMENT FAILURES.

IN-PLACE MEASUREMENTS WILL BE MADE AT ALL TEMPERATURE, PRESSURE,

RELATIVE HUMIDITY, AND CARBON DIOXIDE SENSORS PROVIDED BY THE CONTROLS

CONTRACTOR. REPRESENTATIVES OF THE CONTROLS CONTRACTOR SHALL BE

PRESENT TO BOTH ASSIST AND SUPPORT THESE MEASUREMENTS AND TO

CALIBRATE THE READING TO THE MEASURED VALUE. WHERE THE CALIBRATION OF

ANY DEVICE REDUCES IT'S RANGE BY MORE THAN 15% OF THAT SPECIFIED, IT

SHALL BE REPLACED WITH A NEW SENSOR.

COORDINATE SEQUENCES AND DATA ACQUISITION REQUIREMENTS AND PROVIDE

FOR TREND LOGGING, REPORT GENERATION, CALCULATE RUN HOURS AND SIMILAR

PREVENTIVE MAINTENANCE AND COMMISSIONING FUNCTIONS.

CONTROLS POINTS LISTS, SEQUENCES OF OPERATION, AND CONTROLLER

SOFTWARE REQUIREMENTS SHALL BE CONSIDERED COMPLEMENTARY. THE

CONTRACTOR SHALL COORDINATE THESE REQUIREMENTS AND PROVIDE A

COMPLETE SYSTEM WITH ALL OF THE FEATURES, FUNCTIONS AND SEQUENCES

SPECIFIED, NOTED INDICATED AND/OR REQUIRED.

COMMISSIONING NOTE:

THIS PROJECT WILL UNDERGO HVAC COMMISSIONING. THE COMMISSIONING EFFORT

WILL BE MANAGED BY A 3RD PARTY COMMISSIONING AGENT. THE COMMISSIONING WILL

FOLLOW THE REQUIREMENTS OF THE 2023 FLORIDA BUILDING CODE. THE GENERAL

CONTRACTOR AND THE MECHANICAL AND CONTROLS SUBCONTRACTORS SHALL

COLLABORATE WITH THE COMMISSIONING AGENT TO DEMONSTRATE THAT THE

INSTALLED HVAC SYSTEM AND CONTROLS ARE FUNCTIONING PER THE CONTRACT

DOCUMENTS.

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the

AHU-1R

MECHANICAL ROOM

1-112 CHILLER AND

GENERATOR

ENCLOSURE

AHU-1G

MECHANICAL ROOM

2-110

AHU-2G

MECHANICAL ROOM

2-108

AHU-2R

MECHANICAL ROOM

1-219

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

R K

C H

R R

_l w ilk

Q G

rv t

2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

OVERALL

MECHANICAL PLAN

M-100

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

REFER TO MECHANICAL GENERAL NOTES ON SHEET M-001.

REFER TO SPECIFICATIONS.

GENERAL SHEET NOTES

SCALE: 1" = 20'-0"1 FIRST FLOOR OVERALL MECHANICAL PLAN

SCALE: 1" = 20'-0"2 SECOND FLOOR OVERALL MECHANICAL PLAN

0 40' 60'20'10'

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the

2" CHWS

2" CHWR

AHU-1R

" O

36"x36" OA

3" CHWS

3" CHWR

AHU-1R VFD

AHU-1R

DISCONNECT

EXISTING MAIN

BAS PANEL AND

COMPUTER

MECH. ROOM

1-112

ELEC. ROOM

1-113

EXISTING AHU-1R

CONTROLS CABINET

CHWS/R UP TO

SERVE AHU-2R

EXISTING

AHU-1R VFD

NEW MAIN BAS

PANEL AND

COMPUTER

AHU-1R

2" CHWS

2 1/2"

CHWS

2 1/2"

CHWR

CHWS/R UP TO

SERVE AHU-2R

2" CHWR

L1 - 3660 CFM

33" X 72"

33"x72"

MECH. ROOM

1-112

ELEC. ROOM

1-113

AFMS

EXISTING AHU-1R

CONTROLS CABINET,

REMOVE EXISTING

CONTROLS AND

PROVIDE NEW

CONTROLS

NEW MOTORIZED OUTDOOR AIR

DAMPER (24V), OPPOSED BLADE,

MODULATING. INCORPORATE INTO

EXISTING SEQUENCE OF CONTROL

18"x36"

NEW AIRFLOW MEASURING

STATION, INCORPORATE INTO

EXISTING SEQUENCE OF CONTROL

AHU-1G

EXISTING AHU-1G

CONTROLS CABINET

EXISTING

AHU-1G VFD

1 1/2"

CHWS

1 1/2"

CHWR

1 1/2"

CHWS

1 1/2"

CHWR

MECH. ROOM

2-108

1 1/2"

CHWS

1 1/2"

CHWR

AHU-1G

EXISTING AHU-1G

CONTROLS CABINET,

REMOVE EXISTING

CONTROLS AND PROVIDE

NEW CONTROLS

EXISTING

AHU-1G VFD

MECH. ROOM

2-108

AHU-2G

3" CHWS

3" CHWR

EXISTING AHU-2G

DISCONNECT

EXISTING AHU-2G

CONTROLS CABINET

MECH. ROOM

2-110

AHU-2G

EXISTING AHU-2G

DISCONNECT

EXISTING AHU-2G CONTROLS

CABINET, REMOVE EXISTING

CONTROLS AND PROVIDE NEW

CONTROLS

3" CHWS

3" CHWR

3" CHWS

MECH. ROOM

2-110

EXISTING

AHU-2R

CONTROLS

CABINET

EXISTING

AHU-2R VFD

AHU-2R

2 1/2"

CHWS

MECH. ROOM

1-219

2 1/2"

CHWR

EXISTING AHU-2R

CONTROLS CABINET,

REMOVE EXISITNG

CONTROLS AND PROVIDE

NEW CONTROLS

EXISTING

AHU-2R VFD

AHU-2R

2 1/2"

CHWR

2 1/2"

CHWS

2 1/2"

CHWR

2 1/2"

CHWS

R1 MECH. ROOM

1-219

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

R K

C H

R R

_l w ilk

Q G

rv t

2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

ENLARGED FIRST

FLOOR MECHANICAL

PLANS

M-201

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

REFER TO MECHANICAL GENERAL NOTES ON SHEET M-001.

REFER TO SPECIFICATIONS.

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

CONTRACTOR TO DEMOLISH EXISTING 3-WAY VALVE AND ASSOCIATED

BYPASS PIPING AS SHOWN.

CONTRACTOR TO DEMOLISH AHU-1R OUTDOOR AIR LOUVER, DUCTWORK,

AND AIRFLOW MEASURING STATION. SEE STRUCTURAL SHEETS FOR MORE

INFORMATION.

EXISTING BAS CENTRAL CONTROLLER TO BE DEMOLISHED.

SCALE: 1/4" = 1'-0"1 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 1-112 - DEMOLITION SCALE: 1/4" = 1'-0"2 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 1-112 - RENOVATION

0 2' 4' 8' 0 2' 4' 8'

SCALE: 1/4" = 1'-0"3 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 2-108 - DEMOLITION SCALE: 1/4" = 1'-0"4 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 2-108 - RENOVATION

0 2' 4' 8' 0 2' 4' 8'

SCALE: 1/4" = 1'-0"5 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 2-110 - DEMOLITION SCALE: 1/4" = 1'-0"6 FIRST FLOOR MECHANICAL PLAN - MECHANICAL ROOM 2-110 - RENOVATION

RENOVATION KEYNOTES

NEW TWO-WAY CHILLED WATER DDC CONTROL VALVE TO SERVE AHUS. SEE

DETAIL 5 ON SHEET M-601 FOR MORE INFORMATION.

CONTRACTOR TO REPAIR EXISTING 1-1/2" CHILLED WATER SUPPLY/RETURN

PIPING AT DEMOLISHED 3-WAY VALVE CONNECTION.

CONTRACTOR TO REPAIR EXISTING 2" CHILLED WATER SUPPLY/RETURN

PIPING AT DEMOLISHED 3-WAY VALVE CONNECTION.

CONTRACTOR TO REPAIR EXISTING 2-1/2" CHILLED WATER SUPPLY/RETURN

PIPING AT DEMOLISHED 3-WAY VALVE CONNECTION.

CONTRACTOR TO REPAIR EXISTING 3" CHILLED WATER SUPPLY/RETURN

PIPING AT DEMOLISHED 3-WAY VALVE CONNECTION.

NEW BAS CENTRAL CONTROLLER TO BE LOCATED IN THE SAME AREA AS

DEMOLISHED CENTRAL CONTROLLER. UPDATE FRONT END SOFTWARE ON

COMPUTER WORKSTATION. SEE CONTROL NOTES ON M-001 FOR MORE

INFORMATION.

NEW OUTDOOR AIR LOUVER TO SERVE AHU-1R. SEE STRUCTURAL SHEETS

FOR MORE INFORMATION.

0 2' 4' 8' 0 2' 4' 8'

SCALE: 1/4" = 1'-0"7 SECOND FLOOR MECHANICAL PLAN - MECHANICAL ROOM 1-219 - DEMOLITION SCALE: 1/4" = 1'-0"8 SECOND FLOOR MECHANICAL PLAN - MECHANICAL ROOM 1-219 - RENOVATION 0 2' 4' 8'0 2' 4' 8'

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the

MAIN CHILLER DISCONNECTS.

SEE ELECTRICAL FOR MORE

INFORMATION

6" CHWS

6" CHWR

6" CHWS

6" CHWR

CHEMICAL FILTER FEEDER

EXPANSION TANK

AIR

SEPARATOR

1 1/2" CW

D1 CHWP-1

CHWP-2

CHWP-3

6" CHWR

1" CHWR

1" CW

6" CHWR

6" CHWS

4" CHWR 4" CHWS 4" CHWS4" CHWR

CH-1 CH-2

BT-1

AS-1AS-1

ET-1

FF-1

6" CHWR

3" CHW

BYPASS

6" CHWS

EXISTING CHILLER

EXISTING CHILLED WATER PUMPS

M-202

MAKEUP WATER METER

1" CW

BT-1

CH-1

AS-1

M-202

CHWP-1

CHWP-2

CHWP-3

6" CHWR

6" CHWS

4" CHWR

6" CHWR

6" CHWS

4" CHWR

6" CHWR

ET-1

R2 R2

4" CHWR

CHWP-1 VFD

CHWP-2 VFD

CHWP-3 VFD

R3 R3

3" CHW

BYPASS

FF-1 R2

M-202

CH-2

4" CHWR

4" CHWS

3/4" CHWR

4" CHWR

4" CHWS

M-202

BAS CONTROL PANEL FOR CHILLER PLANT

R6R6

1" CHWR

1" CW

1" CHWR

1" CWR8

1" CW

EXISTING CHEMICAL FILTER FEEDER

EXISTING EXPANSION TANK

MAIN CHILLER DISCONNECTS.

SEE ELECTRICAL FOR MORE

INFORMATION

R10

SHUTOFF VALVE

WITH BLIND

FLANGE

EXISTING CHILLER

EXISTING CHILLED WATER PUMPS

R11

STRAINER STRAINER

BALANCING VALVE

SHUT-OFF VALVE (TYP.)

M-202

MOTORIZED CHILLER ISOLATION VALVE (120V/1Ph)

3" CHW

BYPASS

6" CHWS

6" CHWR

MODULATING

BYPASS

CONTROL

VALVE

(120V/1Ph)

INSERTION

FLOW METER

ISOLATION

VALVE

Level 1 0"

NEW TEMPORARY

CHILLER

CONNECTIONS

6" CHWS

Level 1 0"

4" CHWR

4" CHWS

CH-2

Level 1 0"

1" CW

CONNECT NEW 1"

COLD WATER

MAKEUP WATER LINE

ENTERING

MECHANICAL YARD

RPZ BACKFLOW PREVENTER (BFP-1)

PRESSURE REDUCING VALVE

SHUT-OFF VALVE (TYP.)

1" CW

1" BYPASS

3/4" DISPLACEMENT-TYPE MAGNETIC MAKEUP

WATER METER, LEAD-FREE COMPLYING WITH

NSF 61 AND NSF 372. COORDINATE DESIRED

MANUFACTURER WITH OWNER.

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

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2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

ENLARGED FIRST

FLOOR MECHANCIAL

PLANS

M-202

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

REFER TO MECHANICAL GENERAL NOTES ON SHEET M-001.

REFER TO SPECIFICATIONS.

NEW CENTRAL ENERGY PLANT SHALL BE INSTALLED AND BROUGHT ONLINE

PRIOR TO DEMOLITION OF EXISTING CENTRAL ENERGY PLANT. COORDINATE

SCHEDULING OF WORK WITH ORANGE COUNTY.

ALL GRADE-MOUNTED EQUIPMENT SHALL BE SECURED TO NEW 4"

CONCRETE PADS.

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

CONTRACTOR TO DEMOLISH EXISTING CHILLER (CH-1), CHILLED WATER

PUMPS (PCWP-1 & PCWP-2), AND ASSOCIATED EQUIPMENT AS SHOWN.

CONTRACTOR TO DEMOLISH EXISTING 6" CHW PIPING TO THE TIE IN POINT OF

THE NEW CHILLED WATER AS SHOWN. PROVIDE SHUT-OFF VALVE.

DISCONNECT EXISTING 1" CW MAKEUP WATER LINE AT THE EXISTING

SHUTOFF VALVE. EXISTING PRESSURE REDUCING VALVE AND BACKFLOW

PREVENTER SHALL REMAIN.

CONTRACTOR TO CONNECT NEW CHILLED WATER PIPING AS PICTURED IN

DETAIL 4 ON THIS PAGE (M-202).

0 2' 4' 8'

RENOVATION KEYNOTES

CONNECT NEW 6" CHILLED WATER SUPPLY AND RETURN PIPING TO EXISTING

CHILLED WATER PIPING. ROUTE PIPING HIGH TO NEW CHILLER YARD AS

SHOWN.

CONTRACTOR TO PROVIDE NEW 4" EQUIPMENT PAD FOR ALL NEW CHILLED

WATER EQUIPMENT AS SHOWN.

NEW 6' CHAINLINK FENCE TO SURROUND NEW CHILLER ENCLOSURE. SEE

CIVIL DRAWINGS.

CHILLER CLEARANCE AREA.

CHILLED WATER PIPE SUPPORTS. SEE SHEET M-601 DETAIL 3 FOR MORE

INFORMATION.

PROVIDE NEW CHILLER DISCONNECT IN A NEMA 3R ENCLOSURE. SEE SHEET

E-201 FOR MORE INFORMATION.

NEW 6" CHILLED WATER SUPPLY AND RETURN TEMPORARY CHILLER

CONNECTION. TEMPORARY CHILLER CONNECTIONS TO BE VALVED AND

CAPPED FOR FUTURE USE. PIPING IS TO BE ROUTED IN EXISTING CEP

ENCLOSURE.

ROUTE NEW 1" CW MAKEUP LINE AS SHOWN TO NEW AIR SEPARATOR.

EXISTING CHILLED WATER EQUIPMENT AND PIPING TO REMAIN OPERATIONAL

DURING THE INSTALLATION OF NEW CENTRAL ENERGY PLANT. CONTRACTOR

TO COORDINATE WITH OWNER DURING REQUIRED OUTTAGES.

CHILLED WATER PIPE SUPPORTS. SEE SHEET M-601 DETAIL 7 FOR MORE

INFORMATION.

INSTALL FLOW METER WITH MANUFACTURER'S REQUIRED STRAIGHT PIPE

LENGTHS UPSTREAM AND DOWNSTREAM.

SCALE: 1/4" = 1'-0"2 FIRST FLOOR MECHANICAL PLAN - CHILLER YARD - DEMOLITION

SCALE: 1/4" = 1'-0"1 FIRST FLOOR MECHANICAL PLAN - CHILLER YARD - RENOVATION

SCALE: 1/4" = 1'-0"3 CHILLER YARD BYPASS

SCALE: 1/8" = 1'-0"4 TEMPORARY CHILLER CONNECTIONS

0 2' 4' 8' 4'0 8' 16'

SCALE: 1/4" = 1'-0"5 CHILLER SECTION

0 2' 4' 8'

R10

R11

SCALE: 1/4" = 1'-0"6 NEW MAKEUP WATER CONNECTION

0 2' 4' 8'

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the

HOUSEKEEPING PAD

DRAIN W/VALVE

TANK

EXPANSION

PRESSURIZED

BLADDER TYPE

CAPACITY AIR VENT

AUTOMATIC HIGH

SUPPORT FROM GRADE

ON PIPE STANCHIONS

PIPE TO GRADE

BLOWDOWN VALVE

OF MAIN PIPE

CONNECT TO SIDE

SUCTION

TO PUMP

GAUGE

AIR VENT

AUTOMATIC

PRESSURE

REDUCER

WHERE NECESSARY

NEW MAKEUP WATER LINE, MAKEUP

WATER METER, BACKFLOW

PREVENTER AND PRESSURE

REDUCING VALVE

CHW

REMOVABLE

GASKETED CAP

PRESSURE RATED

FILTER FEEDER - MIN.

CAP. 5 GAL.

UNION (TYPICAL)

LINE SIZE BALL

VALVE (TYP.)

3/4"

3/4" DRAIN

FROM PUMP

DISCHARGE

TO PUMP

SUCTION

SAMPLING CONNECTION

WITH 1/4" BALL VALVECONCRETE PAD

3/4"

PIPE HANGER WITH

16 GA. SADDLE

AT SUPPORTS HAVING HANGER ON ONLY 1 SIDE,

PROVIDE L 3"x 3"x 1/4" STRUT ON SAME SIDE

AS PIPE HANGER

W8x10 BEAM, TOP MAXIMUM

NOTES:

MIN. 1/2" DIAMETER ROD,

CLAMP OR BOLT TO BEAM

1. ALL SUPPORT COMPONENTS SHALL BE

CONTINUOUSLY WELDED.

2. PRIME & PAINT ENTIRE ASSEMBLY.

COLOR TO MATCH BUILDING EXTERIOR

COLOR.

3. ALL COMPONENTS SHALL BE

WEATHERPROOF & CORROSION- PROOF

FOR OUTDOOR USE.

4. MAXIMUM SPACING BETWEEN SHALL

BE 8 FEET FOR COPPER TUBING AND 12

FEET FOR STEEL.

5. HANGER FOR SINGLE PIPE SHOWN;

HANGER FOR MULTIPLE PIPES SIMILAR.

h h

36" MAXIMUM

8 FT. ABOVE GRADE

3" SCHED. 40 STEEL

SUPPORT PIPE

8"x 8"X 1/2" PLATE

WITH 3/4" ANCHOR BOLTS

PIPING ALTERNATIVE: PLACE PIPES ON

TOP OF BEAM WITH BOTTOM OF PIPE AT

6'-6" ABOVE FINISHED GRADE.

ELASTOMERIC AND

CELLULAR PIPE

INSULATION

PIPE

HARDWOOD INSULATION

SADDLE (CHILLED WATER

PIPING ONLY)

SUPPORT CLAMP HANGER

16 GA. GALV. STEEL

INSULATION SHIELD WITH

FLARED ENDS

ALL SERVICE JACKET ON

PIPE INSULATION

NOMINAL INNER DIAMETER

OF INSULATION SHIELD (IN.)

SHIELD

LENGTH

(IN.)

2 3/8" TO 6 5/8" 12

7 5/8" TO 20" 18

PRESSURE/TEMPERATURE TEST PORT

(TYP.)

FLOW

AIR

CHILLED WATER

SUPPLY

CHILLED WATER RETURN

5 PIPE DIA.

MINIMUM

2 PIPE DIA.

MINIMUM

CHILLED WATER COIL

P/T PLUG (TYP.)

3/4" HOSE END DRAIN VALVE

STRAINER WITH TEST PORTS ON

BOTH SIDES

BALL VALVE 2" OR LESS, BUTTERFLY VALVE 2-1/2" OR

LARGER

3/8" BALL VALVE AIR VENT

NEW 2-WAY MODULATING CONTROL VALVE

AUTOFLOW BALANCING VALVE

UNION

THERMOMETER

PRESSURE GAUGE

SS DRAIN PAN

CONDENSATE DRAIN. REFER TO DRAWINGS FOR

SPECIFIC SIZE.

P/T PLUG (TYP.)

THERMOMETER

PRESSURE GAUGE

HOSE END DRAIN

NOTE:

1. ONLY THE 2-WAY VALVE IS TO BE REPLACED. OTHER

EQUIPMENT SHOWN IS EXISTING TO REMAIN.

4" THICK CONCRETE

HOUSEKEEPING PAD

LEVEL GROUT WITH

NON-SHRINKING GROUT

PUMP MOTOR

COUPLING GUARD

BASE MOUNTED PUMP

BALL VALVE (TYP.)

PRESSURE GAUGE

DRAIN DOWN VALVE

MANUAL AIR VENT

THERMOMETER (TYP.)

SEE SPEC.

BUTTERFLY VALVE

SILENT CHECK VALVE

FLEXIBLE CONNECTOR

W/ TRUST RODS (TYP.)

SUCTION DIFFUSER

WITH REMOVABLE

CLEANABLE BASKET

STRAINER

1" DIA. ADJUSTABLE

PIPE SUPPORT

GROUT LEVEL

FINISHED GRADE

PT'S PLUG (TYP.)

MOUNTED ON ELASTOMERIC

VIBRATION ISOLATION PADS

1" STAINLESS STEEL

CLIP WITH STAINLESS

STEEL FASTENERS

6" DIA. CHILLED WATER

PIPE

1 1/2" x 1 1/2" x 3/16"

STAINLESS STEEL

ANGLE

WALL

NOTE:

BRACKET SPACING SHALL

BE 6'-0" MAXIMUM

ANCHOR BOLTS

(STAINLESS STEEL)

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

R K

C H

R R

_l w ilk

Q G

rv t

2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

DETAILS

M-601

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

SCALE:NTS1 AIR SEPARATOR AND EXPANSION TANK DETAIL

SCALE:NTS2 CHEMICAL FILTER FEEDER DETAIL

SCALE:NTS3 CHILLED WATER PIPE STAND DETAIL

SCALE:NTS4 INSULATED PIPE SUPPORT DETAIL

SCALE:NTS5 COOLING COIL CONNECTION (2-WAY VALVE) DETAIL

SCALE:NTS6 BASE MOUNTED END SUCTION PUMP DETAIL

SCALE:NTS7 CHILLED WATER PIPE HANGER DETAIL

This item has been digitally signed and sealed by Paul L Holloway, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

54321 6

SEAL

MARK DATE DESCRIPTION

C :\U se rs

\w ilk

4\ O ne D riv e

- H an so n

Pr of es si on al

S er vi ce s In c\ D oc um en ts

_O C

R K

C H

R R

_l w ilk

Q G

rv t

2300 Maitland Center Pkwy, Suite Maitland, FL 32751

(321) 788-4906

OC Barnett Park Redundant Chiller Replacement

4801 W Colonial Dr, Orlando, FL 32808

SCHEDULES

M-602

8/16/2024 21G0138A

LMW

PLH

ISSUE FOR PERMIT

1. AIR SEPARATOR TO BE INSULATED WITH 1" THICK ELASTOMERIC INSULATION AND COVERED WITH ALUMINUM JACKETING.

NOTES:

AS-1 CHILLER YARD CENTRIFUGAL CHILLED WATER 5 5 408 1.04 BELL & GOSSETT RL-5F 414 ALL

INLET (IN) OUTLET(IN)

TAG LOCATION TYPE SYSTEM

PIPE CONNECTIONS

FLOW

(GPM)

WPD (FT

WG) MANUFACTURER MODEL UNIT OPERATING

WEIGHT (LBS) NOTES

AIR SEPARATOR (AS)

4. CONTRACTOR TO TEST AND BALANCE TO EXISTING QUANTITIES SHOWN.

3. PROVIDE AEGIS SHAFT GROUNDING RINGS.

2. PROVIDE PREMIUM EFFICENCY, INVERTER DUTY MOTOR, SUITABLE FOR CONTROL BY A VFD.

1. ONE PUMP IS REDUNDANT. ONLY TWO PUMPS SHALL OPERATE AT A TIME

NOTES:

P-3 CHILLED WATER 204 105 73 3 2 10 5/8 7.42 10.0 1,800 208/3 BELL & GOSSETT E-1510 2EB 16 X 42 1/4 413 ALL P-2 CHILLED WATER 204 105 73 3 2 10 5/8 7.42 10.0 1,800 208/3 BELL & GOSSETT E-1510 2EB 16 X 42 1/4 413 ALL P-1 CHILLED WATER 204 105 73 3 2 10 5/8 7.42 10.0 1,800 208/3 BELL & GOSSETT E-1510 2EB 16 X 42 1/4 413 ALL

SUCTION

(IN)

DISCHARGE

(IN) BHP HP RPM VOLT-

PHASE

TAG SERVICE GPM

PUMP FT.

HEAD AT

DESIGN

PUMP EFF

CASING

IMPELLER

(IN)

ELECTRICAL

MANUFACTURER MODEL DIM (IN) WEIGHT

(LBS) NOTES

PUMP SCHEDULE

NOTES: 1. INSULATE WITH 3/4" THICK ELASTOMERIC INSULATION AND COVER WITH ALUMINUM JACKETING

FF-1 NEPTUNE / DBF CHILLER YARD CHILLED WATER 5 10-MICRON FELT BAG 250 150 1

TEMP. (°F) PRESSURE

(PSI)

TAG MANUFACTURER / MODEL LOCATION SYSTEMS SERVED CAPACITY

(GAL) FILTER TYPE

MAX OPERATING

CONDITIONS

NOTES

CHEMICAL BYPASS FILTER / FEEDER SCHEDULE

2. INSULATE WITH 1" THICK ELASTOMERIC INSULATION AND COVER WITH ALUMINUM JACKETING.

1. CONTRACTOR TO ADJUST FACTORY PRE-CHARGE PRESSURE TO SCHEDULED MINIMUM OPERATING PRESSURE PRIOR TO SYSTEM STARTUP. PRV ON MAKEUP WATER SHALL BE SET TO THIS SAME PRESSURE.

NOTES:

ET-1 CHILLER YARD CHILLED WATER 43 24 53 53 12 125 60 90 1 BELL & GOSSETT B200 651 ALL

MIN

(PSIG) MAX (PSIG) FILL

(DEG F)

MAX

(DEG F)

(PSIG)

TAG LOCATION SYSTEM

SERVED

HEIGHT

(IN)

DIA

(IN)

TOTAL

TANK

VOLUME

(GAL)

MINIMUM

VOLUME

(GAL)

OPERATING

PRESSURE

OPERATING

TEMPERATURE

PVR

SETTING CONNECTION

SIZE MANUFACTURER MODEL UNIT FLOODED

WEIGHT NOTES

EXPANSION TANK SCHEDULE (ET)

3. HIGH VELOCITY WIND-DRIVEN RAIN HURRICANE LOUVER PER AMCA 550.

2. REMOVABLE BIRD-SCREEN INSTALLED ON OUTSIDE OF LOUVER.

1. COLOR - PAINT TO MATCH EXISTING FACADE.

NOTES:

L-1 OUTDOOR AIR 3,765 33 X 72 387 0.05 TYPE 1 RUSKIN ELF6375DXD NOTE 2

SYMBOL SERVICE CFM

SIZE

W x H

(IN.)

FREE

AREA

VEL. FPM

S.P.

IN.

W.C.

FINISH

NOTE 1

MANUFACTU

RER MODEL REMARKS

LOUVER SCHEDULE

2 CONTRACTOR TO RE-BALANCE AHU-1R OUTDOOR AIR FLOW RATE TO SHOWN CFM VALUE.

1. CONTRACTOR TO TEST AND BALANCE EQUIPMENT TO EXISTING WATER FLOW RATE SHOWN.

NOTES:

AHU-2R MECHANCIAL ROOM 1-219 15,500 2,100 2.0 1 DD 15.0 15,500 6 77 620 435 80.0 67.0 54.5 54.0 44.0 56.0 103 3.4 - - - 208/3/60 74.3 125 TRANE PCCA-30 TALL 1 AHU-1R MECHANICAL ROOM 1-112 13,000 3,765 2.0 1 DD 15.0 13,000 6 99 558 373 80.6 67.8 54.6 54.0 44.0 56.0 93 5.3 - - - 208/3/60 74.3 125 TRANE PCCA-30 TALL 1 AHU-2G MECHANCIAL ROOM 2-108 18,260 7,080 2.0 1 AF 20.0 18,260 6 453 925 579 83.0 69.2 53.5 52.6 44.0 56.0 154 - 185 - 3 460/3/60 - - TRANE 1 AHU-1G MECHANICAL ROOM 2-110 4,015 650 1.0 1 AF 5.0 4,015 4 533 117 99 78.6 64.2 55.6 54.3 44.0 56.0 20 - 23 - 3 460/3/60 - - TRANE MCCB040 1

(MBH) (MBH) DB (°F) WB (°F) DB (°F) WB (°F)

SUPPLY AIR

(CFM)

OUTSIDE AIR

(CFM)

ESP (IN

H2O)

NO. OF

FANS FAN TYPE

MOTOR

NAMEPLATE

AIRFLOW

(CFM)

COIL ROWS

(EACH)

COIL FACE

VELOCITY

(FPM)

TOTAL

COOLING

SENSIBLE

COOLING EAT LAT EWT

(°F)

LWT

(°F)

GPM

(EACH)

COIL PD

(FT. H20)

(EACH)

KW VOLT

/PH STEPS V/PH/HZ MCA MOCP

TAG LOCATION

FAN DATA COOLING COIL DATA ELECTRICAL

MANUFACTURER MODEL NOTES

EXISTING INDOOR AIR HANDLING UNIT SCHEDULE

1. REFER TO SPECIFICATION SECTION 230716 AND 230719 FOR MORE INFORMATION

NOTES:

CHILLED WATER PUMP VOLUTE AND COLD SURFACES SHALL BE FULLY INSULATED. 2" THICK CLOSED CELL ELASTOMERIC WITH ALUMINUM JACKET FOR EXTERIOR APPLICATION

CHILLED WATER PUMP(S)

DOMESTIC MAKEUP WATER PIPING, EXTERIOR 1-1/2" THICK CLOSED CELL ELASTOMERIC WITH PVC JACKET FOR INTERIOR PIPING AND ALUMINUM

JACKET FOR EXTERIOR PIPING

POTABLE WATER PIPING

CONDENSATE DRAIN: ALL SIZES 1/2" CLOSED CELL ELASTOMERIC INSULATION SHALL BE FOR FULL…

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