ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files ›...

8
BUILDING DATA CONSTRUCTION DOCUMENTS - 4/20/2020 NOT 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 Engineer's Statement of Compliance To the best of my knowledge, these drawings and the project manual are complete and comply with the Florida Building Code. MECHANICAL ENGINEER SABISTON ENGINEERING GROUP, INC. 322 KENTUCKY BLUE CIRCLE APOPKA, FL 32712 CONTACT PHONE NUMBER: 407.884.6769 PROJECT MANAGER: DON SABISTON e-mail: [email protected] WWW.SABISTONENGINEERING.COM SEG Project No. 19007 Sabiston Engineering Group, Inc. www.SabistonEngineering.com State of Florida Certificate No. 9811 P: 407.884.6769 F: 407.884.6764 322 Kentucky Blue Circle, Apopka, FL 32712 PROJECT LOCATION ELECTRICAL ENGINEER MATERN PROFESSIONAL ENGINEERING, INC. 130 CANDACE DRIVE MAITLAND, FL 32751 CONTACT PHONE NUMBER: 407.740.5020 PROJECT MANAGER: ADRIAN BAUS e-mail: [email protected] WWW.MATERN.NET FAX (407) 740-0365 PHONE (407) 740-5020 CERT. OF AUTH. No. 5096 ENG. BUS. No. EB-0005096 130 Candace Drive Maitland, FL 32751 Replace 100% outside air unit and reconnect to existing ductwork. THE SCHOOL BOARD OF VOLUSIA COUNTY FLORIDA 200 North Clara Avenue Deland, Florida 32720 VCS Project NO. 2047725 100 CORBIN AVE, ORMOND BEACH, FL 32174 UPGRADE HVAC BLDG. 1 ORMOND BEACH ELEMENTARY 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 CS Cover Sheet Donald J. Sabiston, P.E. State of Florida No. 54889 DRAWING NO. SHEET TITLE AE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD ISSUE DATE DOCUMENT HISTORY REVISIONS VCS Project NO. 2047725 UPGRADE HVAC BLDG. 1 100 CORBIN AVE, ORMOND BEACH, FL 32174 DJS DJS 19007 4/20/2020 Engineer Donald J. Sabiston, P.E. ORMOND BEACH ELEMENTARY NO. DATE DESCRIPTION SEG Project No. 19007 Sabiston Engineering Group, Inc. www.SabistonEngineering.com State of Florida Certificate No. 9811 P: 407.884.6769 F: 407.884.6764 322 Kentucky Blue Circle, Apopka, FL 32712

Transcript of ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files ›...

Page 1: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

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

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. 19007

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

LOCATION

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

Replace 100% outside air unit and reconnect to existing ductwork.

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

Deland, Florida 32720

VCS Project NO. 2047725

100 CORBIN AVE, ORMOND BEACH, FL 32174

UPGRADE HVAC BLDG. 1

ORMOND BEACH ELEMENTARY

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

CS

Cover S

heet

Do

na

ld

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Sta

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48

89

DRAWING NO.

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T TI

TLE

AE PROJECT NUMBER

DRAWN BYDESIGNED BY

ARCH/ENGR OF RECORD

ISSUE DATE

DOCU

MENT

HIS

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VCS

Proje

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. 204

7725

UPGR

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DJS

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190074/20/2020

Engineer

Donald J. Sabiston, P.E.

ORMO

ND B

EACH

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MENT

ARY

NO.

DATE

DESC

RIPT

ION

SEG

Pro

ject

No.

19007

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Page 2: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

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

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. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED, EXCEPT WHERE

INDICATED AS BEING RELOCATED.

8. COORDINATE WORK WITH ALL OTHER TRADES PRIOR TO BID, FABRICATION, PURCHASE

AND INSTALLATION OF ALL WORK.

9. 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.

10. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

11. PROVIDE ALL HANGERS AND SUPPORTS REQUIRED FOR A COMPLETE INSTALLATION.

12. PROVIDE ALL RIGGING, HANDLING AND PROTECTION OF MATERIALS.

13. 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.

14. MAINTAIN ON-SITE A SET OF FINAL CONSTRUCTION DOCUMENTS (INCLUDING ADDENDA)

WITH MARKUP AS-BUILT INFORMATION.

15. NOTIFY THE ENGINEER PRIOR TO CONCEALING ANY WORK.

16. ALL EQUIPMENT INSTALLED SHALL PROVIDE THE MANUFACTURERS RECOMMENDED

AND CODE REQUIRED ACCESS AREAS.

17. PROVIDE ALL MODIFICATIONS RESULTING FROM USING EQUIPMENT OTHER THAN THE

BASIS OF DESIGN.

18. CLEAN, PRIME, AND PAINT ALL BARE METAL SURFACES TO PREVENT RUST.

19. 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.

20. PROVIDE SITE UTILITY LOCATING SERVICES AS REQUIRED TO AVOID DAMAGING

EXISTING UNDERGROUND UTILITIES.

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)

APPLICABLE CODES:

BUILDING CODE: FLORIDA BUILDING CODE 2017 EDITION

MECHANICAL CODE: FLORIDA MECHANICAL CODE 2017 EDITION

PLUMBING CODE: FLORIDA PLUMBING CODE 2017 EDITION

GAS CODE: FLORIDA GAS CODE 2017 EDITION

ELECTRICAL CODE: NATIONAL ELECTRIC CODE 2014 EDITION

LIFE SAFETY CODE: FLORIDA FIRE PREVENTION CODE 2017 (6th EDITION)

NFPA 101 CODE 2012

SREF: STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES 2017

M0.01

Mechanical Legend and N

otes

Do

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ld

J. S

ab

isto

n, P

.E

.

Sta

te

o

f F

lo

rid

a N

o. 5

48

89

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

7725

UPGR

ADE

HVAC

BLD

G. 1

100 C

OR

BIN

A

VE

,

OR

MO

ND

B

EA

CH

, F

L 32174

DJS

DJS

190074/20/2020

Engineer

Donald J. Sabiston, P.E.

ORMO

ND B

EACH

ELE

MENT

ARY

NO.

DATE

DESC

RIPT

ION

SEG

Pro

ject

No.

19007

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

Page 3: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

131

113B

113

113A

122

120A

124B

122A

OAU

1

10"Ø

20X20 OVER 22X22

DOUBLE WALL DUCTS

X

20

20

10"Ø

22X22

20X20 OVER 22X22

20X20

DN

EDH

OA.1

EDH

OA.2

BELOW

ABOVE

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. FIELD INVESTIGATE REQUIREMENTS FOR DEMOLITION. PROVIDE ALL LABOR

AND MATERIALS NEEDED.

3. 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. DEMOLISH OUTSIDE AIR UNIT AND ALL ASSOCIATED EQUIPMENT.

2. DEMOLISH DUCTWORK AND SUPPORTS AS INDICATED AND PREPARE FOR

NEW DUCT CONNECTION.

3. DEMOLISH ELECTRIC DUCT HEATER AND ALL ASSOCIATED ELECTRICAL AND

CONTROLS.

MM

1

2

2

3

3

131

113B

113

113A

122

120A

124B

122A

10"Ø

EXISTING 20X20 OVER 22X22

DOUBLE WALL SA DUCTS

X

20

20

10"Ø

GENERAL NOTES:

KEY NOTES:

1. COORDINATE EXACT LOCATION OF NEW EQUIPMENT WITH EXISTING

CONDITIONS AND REQUIRED MAINTENANCE ACCESS CLEARANCES.

2. ALL DUCTWORK SHALL BE DOUBLE-WALL, PRIMED AND PAINTED.

3. DUCT SUPPORTS AND FASTENERS SHALL BE HOT DIPPED GALVANIZED AND

PLACEMENT SHALL NOT INTERFERE WITH MAINTENANCE ACCESS.

1. PROVIDE NEW UNIT PER SCHEDULE AND DETAIL.

2. CONNECT TO SA DISCHARGE. TRANSITION DUCT AND ROUTE TO EXISTING

DUCT CONNECTION POINT. SUPPORT DUCT AS INDICATED.

3. PAINT SLAB MOUNTED CONDUIT CAUTION YELLOW WITH BLACK STRIPES.

4. PROVIDE TRAP AND ROUTE 1-1/2" COPPER CONDENSATE PIPE TO DRYWELL.

ANCHOR WITH SS HARDWARE.

5. PROVIDE DRYWELL PER DETAIL.

6. NEW EMS PANEL LOCATION. PROVIDE SS UNISTRUT MOUNTING RACK WITH

SS HARDWARE.

MM

ELEC

OAU

1

1

2

3

4

5

6

TRANSITION

TO 22X30

22X30

22X58 PLENUM

DUCT SUPPORT (TYP)

SCALE:

Mechanical Elevation - OAU-1

1/4" = 1'-0"

OAU

1

TRANSITION TO 58X22 PLENUM

30X22

45 DEG SHOE IN

PROVIDE MANUAL DAMPER AND

RECONNECT TO EXISTING 20X20

PROVIDE MANUAL DAMPER AND

RECONNECT TO EXISTING 22X22

DUCT SUPPORT (TYP)

CONCRETE PAD

OAU SUPPORTS

M2.01

Mechanical P

lans B

uilding 1

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48

89

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

7725

UPGR

ADE

HVAC

BLD

G. 1

100 C

OR

BIN

A

VE

,

OR

MO

ND

B

EA

CH

, F

L 32174

DJS

DJS

190074/20/2020

Engineer

Donald J. Sabiston, P.E.

ORMO

ND B

EACH

ELE

MENT

ARY

NO.

DATE

DESC

RIPT

ION

SEG

Pro

ject

No.

19007

Sab

isto

n E

ngi

nee

ring

Gro

up, In

c.

ww

w.S

abis

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KEYPLAN

SCALE: N.T.S.

WORK AREA

SCALE:

Mechanical Demolition Plan - Building 1

1/8" = 1'-0"

SCALE:

Mechanical Renovation Plan - Building 1

1/8" = 1'-0"

Page 4: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

PITCH TOWARD DRAIN

1" MIN. GAP

4"

4"

DRAIN PAN

OPEN CONDENSATE DRAIN VENT

SCALE:

3

CONDENSATE TRAP DETAIL

NOT TO SCALE

TO

DRYWELL

ZURN AIR GAP

FITTING

CLEAN OUT

(TYPICAL)

SIZE CONDENSATE DRAIN PIPE TO OAU OUTLET

PROVIDE COUPLING OR DIELECTRIC AS REQUIRED

6"-12"

12" MIN

36"

36"

GROUT AROUND PENETRATION

DRAIN LINE

SCALE:

4

VERTICAL DRYWELL DETAIL

NOT TO SCALE

36X36 QUAZITE BOX

WITH OPEN BOTTOM

GRAVEL

COURSE ROCK OR

FEATHER GRADE 24" OUT TO EDGE OF BOX

FINISHED GRADE

SET BOX APPROX 2" ABOVE GRADE

BOLT DOWN LID WITH HANDLE

NOTES:

1. BOX TO BE QUAZITE PG STYLE (STACKABLE) OR EQUAL.

2. DESIGN LOADS SHALL BE:

2.1. GRASSY AREA 8,000 LB (ANSI TIER 8) OR HIGHER.

2.2. POTENTIAL VEHICULAR TRAFFIC AREAS: 15,000 LBS (ANSI TIER 15)

LAY BRICKS AROUND ENTIRE

PERIMETER TO SUPPORT BOX

SOIL COMPACTED TO 95%

FLEXIBLE CONNECTION

SHEETMETAL RAIN SHIELD

(TOP AND SIDES) SEAL TO UNIT

SLOPE DUCT AWAY FROM UNIT

UNIT SUPPORTS

2" THICK NEOPRENE

INSULATION AROUND

FLEX CONNECTION

OUTSIDE AIR UNIT

SCALE:

OUTSIDE AIR UNIT SUPPORT DETAIL

NOT TO SCALE

1

SCALE:

OUTSIDE AIR UNIT INSTALLATION DETAIL

NOT TO SCALE

5

NOTES:

1. SUPPORTS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.

2. PAINT ALL WELD AREAS WITH COLD GALVANIZING SPRAY.

SCALE:

OUTDOOR DUCT SUPPORT DETAIL

NOT TO SCALE

2

3/16

1/4"X6"X6" PLATE

1/4"X3" SS WEDGE ANCHOR

(EACH CORNER)

DUCTWORK

< 3/16"X2"X2"

CONC PAD

3/8" BOLT WITH FENDER

WASHERS (TYP)

DOUBLEWALL DUCT

OAU

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

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

EXISTING CONC PAD

NOTES:

1. CENTER BEAMS UNDER BASE RAILS TO DISTRIBUTE WEIGHT EVENLY.

2. BEAM SUPPORT QUANTITY AND LOCATIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER,

NOT TO EXCEED 5' BETWEEN SUPPORTS.

3. SHIM BETWEEN BEAMS AND ISOLATION PADS TO PROVIDE SUPPORT AT ALL BEAM LOCATIONS.

CHILLER FRAME

EXISTING CONC PAD

EXISTING CONC PADEXISTING GRADE

SCALE:

SPACE MOUNTED DEVICE DIAGRAM

NOT TO SCALE

7

RM

Tem

p

RM

RelH

um

NOTES:

1. PROVIDE A MINIMUM OF ONE HUMIDITY SENSOR

PER FLOOR.

CONTROL SYSTEM LEGEND:

DIGITAL POINT - INPUT

DIGITAL POINT - OUTPUT

ANALOG POINT - INPUT

ANALOG POINT - OUTPUT

NO SYMBOL HARDWIRED CONTROL

SCALE:

DEDICATED OUTSIDE AIR UNIT

NOT TO SCALE

6

S/S

R

SA

R

/H

SUPPLY AIR

OAU

Alarm

R

AM

BIE

NT

SA

T

em

p

UNIT DISCHARGE SENSORS MIN 10' FROM UNIT

AV

G S

pc T

em

p

AV

G S

pc H

um

SEQUENCE OF OPERATION

1.1 GENERAL REQUIREMENTS:

A. BIDDING PROCEDURES:1. THE FOLLOWING SEQUENCE OF OPERATION OUTLINES THE GENERAL MEANS BY WHICH THE EMCS SHALL

INITIATE AND RESPOND TO EVENTS. THE REQUIREMENTS FOR THE CONTROL SYSTEM ARE SHOWN ON THEDRAWINGS, IN THE SEQUENCE OF OPERATIONS, IN THE SCHEDULES, AND IN THE SPECIFICATIONS.

2. MODIFICATIONS TO THE MEANS OF CONTROL WILL BE CONSIDERED, BUT WILL NOT BE ALLOWED IF ENERGYEFFICIENCY IS DECREASED.

B. SCOPE:1. CONTROL SYSTEM EXPANSION: THE EXISTING CONTROL SYSTEM SHALL BE EXPANDED TO INCORPORATE THE

EQUIPMENT AND SEQUENCES OF OPERATION CONTAINED IN THIS PROJECT. PROVIDE ALL LABOR, MATERIALS,AND ENGINEERING 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 THE CENTRAL PLANT EQUIPMENT AS NEEDED.2. FIRE ALARM SHUTDOWN: UPON A FIRE ALARM SYSTEM ACTIVATION, THE AIR HANDLING EQUIPMENT SHALL

SHUT DOWN IMMEDIATELY AND WITHOUT DELAY. THE CONTRACTOR SHALL PROVIDE A SHUTDOWN RELAY ORCONTACTOR IN CONTROL CIRCUIT. CONTROL OF CONTACTOR IS BY OTHERS.

3. FIRE ALARM INITIATION: UPON ACTIVATION, DUCT MOUNTED SMOKE DETECTORS OR HEAT DETECTORS SHALLAUTOMATICALLY SHUT DOWN THE SUPPLY FAN AND SEND A SIGNAL TO THE FIRE ALARM SYSTEM. DETECTORSARE FURNISHED, INSTALLED AND WIRED BY OTHERS. THE CONTRACTOR SHALL PROVIDE A SHUTDOWN RELAYOR CONTACTOR IN CONTROL CIRCUIT. CONTROL OF CONTACTOR IS BY OTHERS.

4. COMMUNICATIONS: EACH PIECE OF EQUIPMENT SHALL BE CONTROLLED INDEPENDENTLY BY A STAND-ALONECONTROLLER. IF COMMUNICATIONS ARE LOST WITH THE EMCS NETWORK, THE EQUIPMENT CONTROLLERSHALL CONTINUE TO OPERATE THE EQUIPMENT WITHOUT CHANGING OPERATING MODES OR REDUCINGLOCAL 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 THE FOLLOWING.2. DX TYPE EQUIPMENT:

a. ON: 5 MINUTESb. OFF: 3 MINUTES

1.3 VENTILATION EQUIPMENT SEQUENCES:

A. DEDICATED OUTSIDE AIR EQUIPMENT1. ENABLE/DISABLE: THE OAU SHALL BE ENABLED BASED UPON THE TIME OF DAY VENTILATION SCHEDULE FOR

THE BUILDING.2. ONCE ENABLED, THE OAU SHALL OPERATE VIA INTERNAL CONTROLS TO PROVIDE CONDITIONED VENTILATION

AIR TO THE BUILDING BASED UPON:a. LEAVING AIR TEMPERATURE SENSORSb. BUILDING AVERAGE SPACE TEMPERATUREc. BUILDING AVERAGE RELATIVE HUMIDITY.

3. MOTORIZED DAMPER OPERATION: THE OUTSIDE AIR DAMPER IN THE OAU SHALL OPEN WHEN THE UNIT ISENABLED.

4. THE OAU SHALL PROVIDE AN 'ALARM' TO THE EMS IF PROPER OPERATION IS NOT CONFIRMED BY THE OAUINTERNAL CONTROLS.

B. BATHROOM POWER VENTILATORS:1. ENABLE/DISABLE:

a. INTERIOR BATHROOM: THE PV'S SHALL BE ENABLED BASED UPON THE BUILDING VENTILATION TIME OFDAY SCHEDULE. THE PV SHALL ONLY BE ENABLED WHEN THE AHU IS IN THE OCCUPIED MODE.

2. EXCEPTION: START/STOP OF SINGLE TOILET BATHROOMS MAY BE CONTROLLED BY THE LIGHT SWITCH OROTHER OCCUPANCY SENSOR.

M5.01

Mechanical S

chedules, D

etails, and C

ontrols

Do

na

ld

J. S

ab

isto

n, P

.E

.

Sta

te

o

f F

lo

rid

a N

o. 5

48

89

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

7725

UPGR

ADE

HVAC

BLD

G. 1

100 C

OR

BIN

A

VE

,

OR

MO

ND

B

EA

CH

, F

L 32174

DJS

DJS

190074/20/2020

Engineer

Donald J. Sabiston, P.E.

ORMO

ND B

EACH

ELE

MENT

ARY

NO.

DATE

DESC

RIPT

ION

SEG

Pro

ject

No.

19007

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

Page 5: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

SHEETNO. ELECTRICAL SHEET INDEX SCALE

E0.01 GENERAL NOTES & ABBREVIATIONS NONE

E0.02 SYMBOL LEGENDS NONE

E2.01 ELECTRICAL PLANS BUILDING 1 1/8" = 1'-0"

E7.01 MECHANICAL FEEDER SCHEDULE AND 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

1900704/20/2020

EngineerAdrian Baus, P.E.

NO.

DATE

DESC

RIPT

ION

130 Candace DriveMaitland, FL 32751

VCS

Proje

ctNO

.204

7725

UPGR

ADE

HVAC

BLDG

.1

100

CO

RBI

NAV

E,O

RM

ON

DBE

ACH

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3217

4

ORMO

NDBE

ACH

ELEM

ENTA

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AWB AWB

E0.01

Page 6: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

DRAWING NO.

SHEE

TTI

TLE

AE PROJECT NUMBER

DRAWN BYDESIGNED BY

ARCH/ENGR OF RECORD

ISSUE DATE

DOCU

MENT

HIST

ORY

REV

ISIO

NS

1900704/20/2020

EngineerAdrian Baus, P.E.

NO.

DATE

DESC

RIPT

ION

130 Candace DriveMaitland, FL 32751

VCS

Proje

ctNO

.204

7725

UPGR

ADE

HVAC

BLDG

.1

100

CO

RBI

NAV

E,O

RM

ON

DBE

ACH

,FL

3217

4

ORMO

NDBE

ACH

ELEM

ENTA

RY

AWB AWB

E0.02

Page 7: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

DN

BELOW

ABOVE

ELEC

DRAWING NO.

SHEE

TTI

TLE

AE PROJECT NUMBER

DRAWN BYDESIGNED BY

ARCH/ENGR OF RECORD

ISSUE DATE

DOCU

MENT

HIST

ORY

REV

ISIO

NS

1900704/20/2020

EngineerAdrian Baus, P.E.

NO.

DATE

DESC

RIPT

ION

130 Candace DriveMaitland, FL 32751

VCS

Proje

ctNO

.204

7725

UPGR

ADE

HVAC

BLDG

.1

100

CO

RBI

NAV

E,O

RM

ON

DBE

ACH

,FL

3217

4

ORMO

NDBE

ACH

ELEM

ENTA

RY

KEYPLAN

WORK AREA

AWB AWB

E2.01

Page 8: ORMOND BEACH ELEMENTARY SCHOOL BOARD SEG Project No ... › sites › default › files › department-files › Faci… · Mechanical Legend and Notes Donald J. Sabiston, P.E. State

6FT. MIN.

COPPER GROUND WIRE (TYP.)

N.T.S.

FINISHED GRADECONDUIT, TYP.

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

CHILLER CH-1HEAT TAPE 20 AMP 120V 1PH 2W

FED FROM1L1-73 LOCATED IN

BUILDING 1 ROOM 01-142

MECHANICAL EQUIPMENT FEEDER SCHEDULE FOR (9): ORMOND BEACH ELEMENTARY - UPGRADE HVAC BUILDING 1 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

OAU-1 (FROM MDP TO DISCONNECT) 208 3 N 7.50 24.2 140.0 60.0 166.5 191 240 250 250 2 400 250 4SS #250 KCMIL #4 COPPER 1 3.00 0.47OAU-1 (DISCONNECT TO UNIT) 208 3 N 7.50 24.2 140.0 60.0 166.5 191 240 250 250 #250 KCMIL #4 COPPER 1 2.00

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

1900704/20/2020

EngineerAdrian Baus, P.E.

NO.

DATE

DESC

RIPT

ION

130 Candace DriveMaitland, FL 32751

VCS

Proje

ctNO

.204

7725

UPGR

ADE

HVAC

BLDG

.1

100

CO

RBI

NAV

E,O

RM

ON

DBE

ACH

,FL

3217

4

ORMO

NDBE

ACH

ELEM

ENTA

RY

AWB AWB

E7.01