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Drawing Index

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Construction Documents - 3/20/2018

School District ofVolusia County

Florida

BUILDING CODE: FLORIDA BUILDING CODE 6th EDITION (2017)

MECHANICAL CODE: FLORIDA MECHANICAL CODE 6th EDITION (2017)

PLUMBING CODE: FLORIDA PLUMBING CODE 6th EDITION (2017)

GAS CODE: FLORIDA GAS CODE 6th EDITION (2017)

ELECTRICAL CODE: NATIONAL ELECTRIC CODE 2014 EDITION

LIFE SAFETY CODE: FLORIDA FIRE PREVENTION CODE 6th EDITION (2017)NFPA 101 CODE 2012

SREF: STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES 2017

PROJECT SITE

PROJECT AREA

Board Members

Mrs. Linda Cuthbert, ChairmanDr. John Hill, Vice ChairmanMrs. Melody JohnsonMr. Carl PersisMrs. Ida D. Wright

Sheet Title

COVER SHEETG1.01 GENERAL WORK DEMOLITION PLANG1.02 GENERAL WORK RENOVATION PLAN

RC3.01 REFLECTED CEILING PLAN

M0.01 MECHANICAL LEGENDS AND NOTESM2.01 MECHANICAL DEMOLITION PLANM3.01 MECHANICAL RENOVATION PLANM5.01 MECHANICAL DETAILSM5.02 MECHANICAL DETAILSM6.01 MECHANICAL SCHEDULES AND CONTROLS

E0.01 GENERAL NOTES, LIGHT FIXTURE SCHEDULE, & SHEET INDEXE0.02 SYMBOL LEGENDE0.03 ABBREVIATIONS & SYSTEMS SYMBOL LEGENDS

ED1.01 ELECTRICAL DEMOLITION PLANED4.01 LIGHTING DEMOLITION PLANE1.01 ELECTRICAL RENOVATION PLANE4.01 LIGHTING RENOVATION PLANE5.01 POWER RISER DIAGRAMSE6.01 ELECTRICAL SCHEDULES E9.01 DETAILSE9.02 DETAILSE9.03 DETAILS

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General Work Plan1/8" = 1'-0"

1. DEMOLISH ALL EQUIPMENT INDICATED WITH HATCHING OR INDICATED TO BEDEMOLISHED. DEMOLISH ALL WORK ASSOCIATED WITH THE SYSTEMSDEMOLISHED (INCLUDING CONTROLS, PIPING AND ELECTRICAL WORK)UNLESS NOTED OTHERWISE.

2. WHERE EQUIPMENT BEING DEMOLISHED IS INSTALLED ON A HOUSEKEEPINGPAD, DEMOLISH THE HOUSEKEEPING PAD.

3. WHERE OPENINGS RESULT FROM THE DEMOLITION WORK PATCH, SEAL, ANDFINISH TO MATCH THE SURROUNDING CONDITIONS. EXISTING FIRE ANDSMOKE RATINGS SHALL BE MAINTAINED.

4. FIELD INVESTIGATE REQUIREMENTS FOR DEMOLITION. PROVIDE ALL LABORAND MATERIALS NEEDED.

5. EXISTING EQUIPMENT THAT IS TO REMAIN SHALL BE PROTECTED FROMDAMAGE DURING CONSTRUCTION. ALL EXISTING TO REMAIN DUCTWORKSYSTEMS SHALL BE SEALED WITH VISQUEEN DURING THE ENTIRECONSTRUCTION PROCESS.

6. WHERE WORK IS REQUIRED ABOVE AN EXISTING CEILING NOT BEINGDEMOLISHED, THE CONTRACTOR SHALL PROVIDE SELECTIVE DEMOLITION OFTHE CEILING AS REQUIRED TO ACCOMPLISH THE WORK. AFTER COMPLETIONOF THE WORK, THE CEILING SHALL BE REINSTALLED OR REPLACED TOMATCH THE PRE-CONSTRUCTION CONDITION.

1. REMOVE DRAPES FROM HIGH WINDOWS. PAINT INTERIOR OF HIGH WINDOWSBLACK.

2. PROVIDE SELECTIVE DEMOLITION OF FENCING. REFER TO RENOVATION PLANFOR NEW WORK.

3. PROVIDE SELECTIVE DEMOLITION OF ASPHALT AND BASE TO ALLOWINSTALLATION OF CONCRETE PAD AND FENCING.

4. DEMOLISH FENCING.

5. DEMOLISH SIDEWALK. PREP FOR NEW CONCRETE PER RENOVATION PLAN.

6. PROTECT STAGE LIGHTING DURING CONSTRUCTION.

CAFETERIA

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CRW #1

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SCALE: N.T.S.

KEY PLAN

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General Work Renovation Plan1/8" = 1'-0"

1. PROVIDE HOUSEKEEPING PAD PER MECHANICAL DETAIL.

2. EXTEND FENCING APPROX 5'. MATCH EXISTING FENCING.

3. PROVIDE 6' BLACK VINYL FENCE WITH 6' GATE. REFER TO DETAILS.

4. PROVIDE 2'X2' ACOUSTICAL TILE CEILING.

5. PROVIDE 24" DEEP ACOUSTICAL TILE SOFFIT APPROX 36" WIDE. ADJUST ASNEEDED TO ACCOMMODATE DUCTWORK. SOFFIT SHALL ENCLOSE HIGHWINDOWS.

6. REFER TO ELECTRICAL PLANS FOR CEILING MOUNTED ITEMS TO BEREINSTALLED.

7. LOWER WALL MOUNTED SPEAKER BELOW SOFFIT.

8. PATCH AND PAINT AREAS PREVIOUSLY ENCLOSED IN SOFFITS. MATCHEXISTING FINISHES.

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KEY PLAN

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G1.02

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Reflected Ceiling Plan1/8" = 1'-0"

1. DEMOLISH AND DISPOSE OF PROPERLY, ALL EXISTING CEILINGS ANDASSOCIATED SUPPORT SYSTEMS (INCLUDING HANGER WIRES) UNLESSINDICATED OTHERWISE.

2. PROTECT AND/OR REMOVE ALL FURNISHINGS AND FINISHES PRIOR TODEMOLITION. PROTECT FLOORS FROM DAMAGE.

3. PRIOR TO BID, THE CONTRACTOR SHALL VISIT THE SITE AND IDENTIFY ALLSURFACE MOUNTED RACEWAY AND WIRES THAT PASS THROUGH THEEXISTING CEILING. UNLESS OTHERWISE NOTED, THESE ITEMS ARE TOREMAIN AS IS. THE CONTRACTOR SHALL SPECIFICALLY IDENTIFY ANDPROTECT ALL SURFACE MOUNTED DEVICES, RACEWAY, AND WIRES INADDITION TO ALL SCHOOL PROPERTY FROM DAMAGE DURINGCONSTRUCTION ACTIVITIES INCLUDING THE REMOVAL OF THE EXISTINGCEILING AND THE INSTALLATION OF THE NEW CEILING. THE CONTRACTORSHALL MODIFY THE NEW CEILING SUPPORT GRID TO ACCOMMODATE ITSINSTALLATION ON WALLS WITHOUT REQUIRING THE REMOVAL ORRELOCATION OF EXISTING SURFACE MOUNTED RACEWAY OR WIRES THATPASS THROUGH THE CEILING. SIMILAR PROVISIONS SHALL BE MADE FOR ANYNEW SURFACE MOUNTED RACEWAY. MODIFICATIONS TO THE SUPPORT GRIDSHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS AND SHALL YIELD AN AESTHETICALLY PLEASINGINSTALLATION (I.E. DE-BURR EDGES AND APPLY TOUCH-UP PAINT ASREQUIRED TO MAKE LIKE NEW).

4. PROVIDE NEW 2'X2' ACOUSTIC TILE CEILING IN ALL AREAS UNLESS NOTEDOTHERWISE. SEE SPECIFICATIONS FOR INSTALLATION REQUIREMENTS.

5. MATCH EXISTING CEILING HEIGHT WHERE POSSIBLE. IF A CEILING MUST BELOWERED OR A SOFFIT INSTALLED TO CONCEAL THE HVAC SYSTEM, ADVISETHE ENGINEER IN WRITING PRIOR TO ANY CEILING WORK. INCLUDE ROOMNUMBER, EXISTING CEILING HEIGHT, AND PROPOSED CEILING HEIGHT.

1. 24" DEEP X 36" WIDE ACOUSTICAL TILE SOFFIT. INCREASE SIZE AS NEEDEDTO ENCLOSE DUCTWORK AND HIGH WINDOWS.

2. COORDINATE WITH STAGE LIGHTING.

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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

CFMTAG

CFM

TAGCFM

CFMTAG

CFMTAG

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

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 TOMINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE FACILITY WHICH ARE TO REMAIN INOPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST ANDDIRT WITHIN THE CONSTRUCTION AREA.

3. NO PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR REVIEW WITHTHE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IFANY 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 OWNERSHALL 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 THEPERFORMANCE 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. ACCEPTABLEBACTERIOLOGICAL 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 BEINGRELOCATED.

9. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS, PLUGS, OR VALVES FOR PIPING TO ALLOWCOMPLETION OF WORK. DO NOT LEAVE PIPING OPEN ENDED.

10. COORDINATE WORK WITH ALL OTHER TRADES PRIOR TO BID, FABRICATION, PURCHASE AND INSTALLATION OF ALLWORK.

11. VISIT THE SITE AND VERIFY ALL DIMENSIONS IN THE FIELD, AND SHALL ADVISE THE ARCHITECT/ENGINEER AND THEOWNER OF ANY DISCREPANCIES BEFORE PERFORMING THE WORK. ALL WORK SHALL CONFORM TO ALL STATE ANDLOCAL 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 WRITTENINSTRUCTIONS.

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

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

16. WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, THESLEEVES SHALL BE FIRE STOPPED PER NEC 300-21 USING A THROUGH PENETRATION FIRESTOP SYSTEM (XHEZ)LISTED IN THE UL FIRE RESISTANCE DIRECTORY. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THEREQUIREMENTS OF THE MANUFACTURER TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL OR FLOOR.

17. PROVIDE ALL CORING, LINTELS, BEAM PENETRATIONS, AND STRUCTURAL SUPPORTS AND FRAMING AS IT RELATESTO THE WORK.

18. SUBMIT SHOP DRAWINGS AND EQUIPMENT CUTS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING ANYMATERIALS. ALL SHOP DRAWING SUBMITTALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

19. MAINTAIN ON-SITE A SET OF FINAL CONSTRUCTION DOCUMENTS (INCLUDING ADDENDA) WITH MARKUP AS-BUILTINFORMATION.

20. NOTIFY THE ENGINEER PRIOR TO CONCEALING ANY WORK.

21. ALL EQUIPMENT INSTALLED SHALL PROVIDE THE MANUFACTURERS RECOMMENDED AND CODE REQUIRED ACCESSAREAS. ACCESS TO CEILING MOUNTED EQUIPMENT SHALL BE PROVIDED BY REMOVAL OF CEILING TILES ONLY.

22. PROVIDE ALL MODIFICATIONS RESULTING FROM USING EQUIPMENT OTHER THAN THE BASIS OF DESIGN.

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

24. ALL ADJUSTABLE THERMOSTATS AND TEMPERATURE SENSORS SHALL BE MOUNTED 46" AFF.

25. ALL EQUIPMENT AND MATERIALS INSTALLED IN PLENUM SPACES SHALL HAVE A MAXIMUM FLAME SPREAD RATINGOF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50.

26. ALL DRAIN PIPES SHALL BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE. SANITARY PIPES LARGER THAN 21/2" REQUIRE A MINIMUM OF 1/4" PER FOOT SLOPE.

27. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF CEILING DEVICES.

AAV AUTOMATIC AIR VENTAC AIR CONDITIONING UNITAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAP ACCESS PANELAVER AVERAGEB BOILERBDD BACK DRAFT DAMPERBFP BACK FLOW PREVENTORBLDG BUILDINGBOB BOTTOM OF BEAMBOD BOTTOM OF DUCTBOP BOTTOM OF PIPEBTU BRITISH THERMAL UNITCAP CAPACITYCD CEILING DIFFUSERCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECH CHILLERCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCLG CEILINGCMU CONCRETE MASONRY UNITCO CLEAN OUTCT COOLING TOWERCU CONDENSING UNITCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLYDB DRY BULBDIA DIAMETERDIFF DIFFERENTIALDISCH DISCHARGEDN DOWNDX DIRECT EXPANSIONEA EACHEAT ENTERING AIR TEMPERATUREEFF EFFICIENCYELEC ELECTRICEQUIV EQUIVALENTESP EXTERNAL STATIC PRESSUREET EXPANSION TANKETC AND SO FORTHEWT ENTERING WATER TEMPERATUREEWT ENTERING WATER TEMPERATUREEXT EXTERNALF DEGREES FAHRENHEITFCU FAN COIL UNITFD FLOOR DRAINFLA FULL LOAD AMPSFLEX FLEXIBLEFLR FLOORFP FIRE PROTECTIONFPM FEET PER MINUTEFPS FEET PER SECONDFRG FILTER RETURN GRILLEFRICT FRICTIONFT FEETGA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGPD GALLONS PER DAYGPH GALLONS PER HOURGPH GALLONS PER HOURGPM GALLONS PER MINUTEGRS/LB GRAINS PER POUNDH2O WATERHB HOSE BIBBHD HEAD (SEE SCHEDULES)HP HORSEPOWERHR HOURHT HEIGHTHTR HEATERHX HEAT EXCHANGERHZ HERTZID INTERNAL DIAMETERIN INCHES

INCL INCLUDINGKW KILOWATTL LENGTHL LOUVERLAT LEAVING AIR TEMPERATURELB POUNDLBS/HR POUNDS PER HOUR (#/HR)LD LOUVERED DOOR (24X24 UNO)LF LINEAR FEETLRA LOCK ROTOR AMPSLVG LEAVINGLWT LEAVING WATER TEMPERATUREMBH THOUSANDS OF BTU PER HOURMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMOD MOTOR OPERATED DAMPERMTD MOUNTEDNC NORMALLY CLOSEDNEG NEGATIVENIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOA OUTSIDE AIROAI OUTSIDE AIR INTAKEOAT OUTSIDE AIR TEMPERATUREOBD OPPOSED BLADE DAMPEROC ON CENTEROD OUTSIDE DIAMETEROZ OUNCEP PUMPPD PRESSURE DROP (SEE SCHEDULE)PERF PERFORATEDPH PHASEPOS POSITIVEPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGEPTAC PACKAGED TERMINAL AIR CONDITIONERPVC POLYVINYL CHLORIDEQUAN QUANTITYRA RETURN AIRRAG RETURN AIR GRILLERBJ RUN BETWEEN JOISTRCP REFLECTED CEILING PLANRD ROOF DRAINREQD REQUIREDRET RETURNRH RELATIVE HUMIDITYRLA RATED LOAD AMPSRM ROOMRPM REVOLUTIONS PER MINUTESA SUPPLY AIRSP STATIC PRESSURESPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSUCT SUCTIONTEMP TEMPERATURETG TRANSFER GRILLETSP TOTAL STATIC PRESSURETYP TYPICALUC UNDERCUTUH UNIT HEATERUNOCC UNOCCUPIEDUON UNLESS OTHERWISE NOTEDV VOLTSVAV VARIABLE AIR VOLUME UNITVEL VELOCITYVTR VENT THRU ROOFW WIDTHW/O WITHOUTWB WET BULBWC WATER COLUMNWG WATER GAUGEWMS WIRE MESH SCREEN

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS AS REQUIRED AND AS INDICATEDON 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 TOIN 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 TOACCEPTABLE CONDITION AS DETERMINED BY THE OWNER, ARCHITECT, AND/OR ENGINEER.

3. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER AND LOCATION OF THEWORK INCLUDED. OFFSETS AND/OR CHANGES IN ELEVATION OF PIPING AND DUCTWORK DUE TOSTRUCTURAL OR OTHER INTERFERENCES SHALL BE PROVIDED WITHOUT EXTRA COST. CONTRACTOR SHALLVERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.

4. COORDINATE WORK WITH THE PRIME CONTRACTOR TO MEET THE CONSTRUCTION SCHEDULE AND PHASINGREQUIREMENTS.

1. SUBMISSION OF BID DIRECTLY OR INDIRECTLY IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THEBIDDER HAS EXAMINED THE JOB SITE UNDER WHICH HE WILL BE OBLIGATED TO OPERATE SHOULD HE BEAWARDED THE WORK UNDER THIS CONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANYBIDDER TO EXAMINE THE SITE PRIOR TO BID.

2. REVIEW CONSTRUCTION SCHEDULE AND EQUIPMENT LEAD TIMES AND INCLUDE ALL COSTS AND QUICKSHIPCHARGES FOR ALL EQUIPMENT NEEDED TO MEET SCHEDULE.

1. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE MINIMUMBUILDING CODE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6TH EDITION (2017) AND THE FLORIDAFIRE PREVENTION CODE, 6TH EDITION (2017).

LD DOOR GRILLE (24"X24" UNO)

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M0.01

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89

PROPERTY LINE

ELECTRICALENCLOSURE

KITCHEN

39

MGR OFFICE

39G

BREAK RM

39H

TOILET

39I

DRY STO

39J

DINING

DISC

FREEZER

GREASE

SCALE:

Mechanical Demolition Plan1/8" = 1'-0"

1. DEMOLISH ALL EQUIPMENT INDICATED WITH HATCHING OR INDICATED TO BEDEMOLISHED. DEMOLISH ALL WORK ASSOCIATED WITH THE SYSTEMSDEMOLISHED (INCLUDING CONTROLS, PIPING AND ELECTRICAL WORK)UNLESS NOTED OTHERWISE.

2. WHERE EQUIPMENT BEING DEMOLISHED IS INSTALLED ON A HOUSEKEEPINGPAD, DEMOLISH THE HOUSEKEEPING PAD.

3. WHERE CONDUIT AND/OR PIPING STUB-UPS REMAIN THAT SERVEDDEMOLISHED EQUIPMENT, DOCUMENT SIZE AND LOCATION ON AS-BUILTS,CUT BELOW FLOOR SURFACE, PLUG CONDUIT (OR PIPING), AND PATCHFLOOR TO MATCH SURROUNDINGS.

4. WHERE OPENINGS RESULT FROM THE DEMOLITION WORK PATCH, SEAL, ANDFINISH TO MATCH THE SURROUNDING CONDITIONS. EXISTING FIRE ANDSMOKE RATINGS SHALL BE MAINTAINED.

5. FIELD INVESTIGATE REQUIREMENTS FOR DEMOLITION. PROVIDE ALL LABORAND MATERIALS NEEDED.

6. EXISTING EQUIPMENT THAT IS TO REMAIN SHALL BE PROTECTED FROMDAMAGE DURING CONSTRUCTION. ALL EXISTING TO REMAIN DUCTWORKSYSTEMS SHALL BE SEALED WITH VISQUEEN DURING THE ENTIRECONSTRUCTION PROCESS.

7. PROVIDE NEW LAMINATED EQUIPMENT LABELS FOR ALL EXISTINGEQUIPMENT TO REMAIN.

8. WHERE WORK IS REQUIRED ABOVE AN EXISTING CEILING NOT BEINGDEMOLISHED, THE CONTRACTOR SHALL PROVIDE SELECTIVE DEMOLITION OFTHE CEILING AS REQUIRED TO ACCOMPLISH THE WORK. AFTER COMPLETIONOF THE WORK, THE CEILING SHALL BE REINSTALLED OR REPLACED TOMATCH THE PRE-CONSTRUCTION CONDITION.

1. DEMO AHU ABOVE CEILING AND REFRIGERANT PIPING.

2. DEMO DUCTWORK.

3. DEMOLISH CONDENSING UNIT.

4. DEMOLISH OA INTAKE. PATCH WALL OPENINGS WITH MASONRY TO MATCHEXISTING.

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CRW #1

CRW #2

LIBRARY

CRW #4

CAFETERIA

KITCHEN

CRW #3

CRW #5

SCALE: N.T.S.

KEY PLAN

AREA OF WORK

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PROPERTY LINE

ELECTRICALENCLOSURE

KITCHEN

39

MGR OFFICE

39G

BREAK RM

39H

TOILET

39I

DRY STO

39J

DINING

DISC

FREEZER

GREASE

SCALE:

Mechanical Renovation Plan1/8" = 1'-0"

1. DUCTWORK SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS ORELECTRICAL DEVICES. COORDINATE WITH ELECTRICAL CONTRACTOR.DUCTWORK SHALL NOT COVER OR LIMIT ACCESS TO EXISTING J-BOXES.RELOCATE J-BOXES OR REROUTE DUCTWORK AS REQUIRED.

2. COORDINATE TEMPERATURE SENSOR LOCATIONS WITH FINAL DIFFUSERLOCATIONS. TEMPERATURE SENSORS SHALL NOT BE MOUNTED IN THETHROW PATTERN OF DIFFUSERS.

3. COORDINATE THE ROUTING OF ALL DUCTWORK AND PIPING WITH EXISTINGSTRUCTURE, HVAC SYSTEMS NOT DEMOLISHED, PLUMBING SYSTEMS, ANDOTHER EXISTING WORK. OFFSET AND TRANSITION AS REQUIRED TOOVERCOME INTERFERENCES. INDICATE INTERFERENCES AND MEANS TOOVERCOME IN THE DUCTWORK SHOP DRAWINGS.

4. REMOVE CEILINGS, OR PORTIONS THEREOF, AS REQUIRED FOR WORK.REPLACE CEILINGS REMOVED TO MATCH EXISTING.

1. PROVIDE PACKAGE AC UNIT PER DETAIL.

2. 14x14 OA INTAKE. REFER TO DETAIL.

3. ROUTE DOUBLE-WALL DUCTS UP TO HIGH WALL AND PENETRATE EXTERIORWALL.

4. COORDINATE DUCT WITH JOISTS. HOLD DUCT AS HIGH AS POSSIBLE.

5. ROUTE DUCT BETWEEN JOISTS.

6. PROVIDE DRYWELL. ROUTE 1" PVC CONDENSATE DRAIN BELOW GRADE FROMAC UNIT TO DRYWELL.

CAFETERIA

PENETRATEHIGH WALL

R

S

PENETRATEHIGH WALL

24x24

18x24

18x2

218

x18

18x1

2

8"Ø

14"Ø

14"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

M

18x2

218

x18

18x1

2

8"Ø

14"Ø

14"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

24x24

18x24S

R

1

M3.01

DNDN

C T H T

18x24

SCALE:1

Mechanical Section1/8" = 1' - 0"

24x24 R

S

18x24

S

18x2218x22

ROUTE DOUBLE-WALL DUCT THROUGH WALL

ROUTE UP EXTERIOR WALLSECURE DUCT TO WALL

DUCT SUPPORT

FLASH AROUND PENETRATION

TYPICAL TO AC-3.2

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CRW #1

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CRW #4

CAFETERIA

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CRW #3

CRW #5

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KEY PLAN

AREA OF WORK

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SCALE:

ROOFTOP DUCT SUPPORTNOT TO SCALE

2

EXISTING BAR JOISTS

EXISTING METAL DECK WITHLIGHT WEIGHT CONCRETE

STEEL PLATES12"X12"X3/8"

W/4-1/2" DIA BOLTS

T.S. 2"X2"X1/4"

< 3"X3"X3/8"

CAP PLATE3/8"X2-1/2"X9"

W/ 2-3/4" DIA BOLTS

3/16REMOVE ROOFING MATERIALUNDER SUPPORT

3/8" BOLT W/ 1" WASHERON STRAP

2" X 16GA METAL STRAP

WRAP STRAP TIGHT AROUNDEND OF ANGLE

DUCTWORK

DUCTWORK

3"X3"X16GA CORNER BRACE

METAL ROOF DECK

JOIST TOP CHORD

4" 4"

4"4"

1'-0

"

1'-0"

1'-4

"

AA

VIEW A-APROFILE

NOTES:1. SUPPORTS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.2. BOLTS ARE TO BE A307.

8" M

IN

ROOFING AT BASE

FORM TAPERED INSULATION AROUNDBASE PLATE. APPLY ROOFINGMATERIAL OVER INSULATION ANDFINISH TO EXISTING ROOF.

FLASH AND COUNTERFLASH WITH ROOFINGMATERIAL. SECURE TO T.S. WITH SS PIPE CLAMP.

BOLT LOCATIONS

ELBOWS ARE SHOWNWHERE ROUND 45USE THIS DESIGN

CONSTRUCTION OF BRANCH TAKEOFFS FROM MAIN

SQUARE BRANCH TAKEOFF

"W"

"W"

SCALE:

LOW VELOCITY DUCT FITTING CONSTRUCTION NOT TO SCALE

1

SQUARE 90 ELBOW

TYPICAL RECTANGULAR TO ROUND TRANSITION

RECTANGULAR DUCTSLOPE NOT TO EXCEED1" IN 4"

ROUND DUCT

SLOPE NOT TO EXCEED1" IN 4"

TYPICAL RECTANGULAR TRANSITION

USE THIS DESIGNWHERE ROUND 90ELS ARE SHOWN

CONSTRUCTION OF 90 ELBOWS

ROUND 90 ELBOW

LCON PLANS

1 1/2W

"W"

"W"

DETAIL OF TURN VANES

1" 1"

DETAIL THIS SHEETTURN VANES-SEE

FLOW

AIR

ROUND 45 ELBOW

CONSTRUCTION OF 45 ELBOWS

1 1/2W

1"

1"

2" RADIU

S

1"R.

WHERE SQUARE 90ELS ARE SHOWN ONPLANS OR IF SPACECONDITIONS DO NOTPERMIT INSTALLATION

USE THIS DESIGN

OF ROUND 90 ELLS

CL

"W"

ROUND BRANCH TAKEOFF

MAIN

"W"

FLOW

AIR

MAIN

TURN VANES-SEEDETAIL THIS SHEET

ELBOWS ARE SHOWNON PLANS

WHERE ROUND 45USE THIS DESIGN

ON PLANS

SQUARE 45 ELBOW

"W"

THIS SHEETTURN VANES-SEE DETAIL

"W"

CL

"W" LC

BRANCH

"W"

BRANCH

4" MIN.W

PROVIDE VOLUME DAMPER1/4 W OR

MAIN SUPPLY DUCT

SUPPLY BRANCH DUCT TAKE-OFF

45°

WBRANCH DUCT

EXHAUST OR RETURN BRANCH DUCTWORK

PROVIDE VOLUME DAMPER

MAIN EXHAUST OR RETURN

1/4W OR 4" (100 MM) MIN.

PER PLANS5" MAX.

WIDTH

42"

6'

6'

10' MAX

12" MIN. CONC.

END OR CORNER BAY

10' MAX 6"

36"

0'-2

"

SCALE:

CHAIN LINK FENCE DETAILNOT TO SCALE

3SCALE:

CHAIN LINK FENCE GATE DETAILNOT TO SCALE

4

TOP RAILGSP, SCH 40

CORNER POSTGSP, SCH 40

NOTES:1. GATES TO BE CLEAR OPENING PER THE PLANS2. 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.

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 RINGTIES.

2. FABRIC SHALL HAVE TOP AND BOTTOM SELVAGES TURNED DOWN (KNUCKLED).

WIRE TIES

DIAG BRACEW/TURNBUCKLE

STRETCHER BAR

36"

3"

9GA GALVSTEEL FABRIC

LINE POST BRACE

16" MIN. CONC.

7GA AL COATED SPRGCOIL TEN. WIRE

16" MIN. CONC.

SCALE:

CONCRETE PAD DETAILNOT TO SCALE

5

NOTES:1. COMPACT SOIL TO A DEPTH OF 2 FEET TO 95% DRY DENSITY. ACHIEVE 2000 PSF SOIL

BEARING PRESSURE.2. 3000 PSI (28 DAYS) CONCRETE STRENGTH. 2% TO 4% AIR ENTRAINMENT.

10 MIL POLY SHEET

#5 AT 12" OC EACH WAY

#5 CONT

12" MIN TOTAL

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SCALE:

SIDEWALK DETAIL - THICKENED EDGENOT TO SCALE

1

EXPANSION JOINT

d"

1/2"

1"

1/4" /FT. TYP.

MATCH EXISTING SIDEWALK WIDTH

MATCH EXISTINGTAPER TO GRADE

3% MAX SLOPE (TYP)

FINISH GRADE/SOD 1/2" BELOWSIDEWALK FINISH GRADE

BROOM FINISH

4" CONCRETE SIDEWALKWITH FIBERMESH

6" (TYP)

6" COMPACTED SUBGRADE

NOTES:1. CONTRACTION JOINTS AND EXPANSION JOINTS SHALL BE PER FDOT INDEX NO. 310.2. COMPACT SUBGRADE TO 95% AASHTO T-180.3. PROVIDE EXPANSION JOINT EVERY 40 LINEAR FEET (MAX).4. PROVIDE CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 6

LINEAR FEET.

SECTION

CONTRACTION JOINT

1/2" ELASTOMERICEXPANSION JOINT MATERIAL

1" DEEP WATERPROOFELASTIC CAULK

SAWCUT OR FORMEDDEPTH = d"/4

PLAN

EXISTING SIDEWALK

NEW SIDEWALK

12" LONG #5 REBAR DOWELS 12"O.C. (MAX). DRILL AND EPOXY

INTO EXISTING SIDEWALK (TYP) EXISTING SIDEWALK

8" THICKENED EDGE

1:1 SLOPE

8" (TYP)

8" (TYP)

SCALE:

PACKAGE AC UNIT WITH HORIZONTAL DUCTINGNOT TO SCALE

2

4" THICK CONCRETE PAD

NEOPRENE ISOLATION PAD (TYP)

PACKAGE AC UNIT

EXPANSION GAP

UNIT BASE RAIL

TRANSITION DUCT TO UNIT

SECURE DUCT TO WALL(TYP)

OA INTAKE DUCT WITHMANUAL AND MOTORIZED

DAMPERS

COVER BOTTOM WITHBIRD SCREEN

nOTES:1. REFER TO PLAN FOR CONCRETE PAD DIMENSIONS. PAD SHALL EXTEND 6" BEYOND UNIT ON ALL SIZED (MINIMUM).2. SECURE AC UNIT TO CONCRETE PAD TO WITHSTAND WIND LOAD. LOOP 1/4" STEEL CABLE THROUGH BASE RAIL AND BOLT TO PAD USING 1/4"X 3" TAPCON (MIN 2"

EMBEDMENT) AT EACH CORNER.3. CROSS-BREAK ALL HORIZONTAL DUCT SECTIONS TO PREVENT WATER ACCUMULATION.4. TOP OF DUCT CONNECTIONS TO AC UNIT SHALL SLOPE AWAY FROM UNIT.5. INSTALL DUCT MOUNTED SMOKE DETECTORS IN CEILING CAVITY.

POWER AND CONTROLWIRING

SEAL PENETRATIONWEATHERTIGHT

DOUBLE-WALL DUCTWORKPAINT TO MATCH WALL

COMPACT SOIL TO 95%. OWNERTO PROVIDE VERIFICATION.

6" MIN

6" MIN

12" MIN

MIN12" 24"

CONCRETE MARKER

FINISH GRADE

36"

GRAVEL

COURSE ROCK OR

SECTION

CONCRETE PIPE

GROUT AT INLET

DRAIN LINE

CONCRETE COVER

COVER HANDLE

12" MIN

SCALE:

VERTICAL DRYWELL DETAILNOT TO SCALE

3

FILTER FABRIC

NOTE: PROVIDE FILTER FABRIC ON TOP AND SIDES OF GRAVEL.

SCALE: NOT TO SCALE4

1. INSULATION NOT SHOWN. REFER TO SPECIFICATIONS.

CEILING DIFFUSER

SCALE:

TYPICAL DIFFUSER BRANCH DUCT DETAILNOT TO SCALE

5

NOTES:

12 GA WIRE TO STRUCTURE ABOVE

1-1/2" WIDE SUPPORT STRAP

FLEX DUCT

MATCH NECK SIZEFLEX DUCT SIZE SHALL

CEILING

MAX. 8'-0"

DRAW BAND WITH SILICONE SEALER

SUPPLY DUCT

2" STANDOFF HAND DAMPER

45 DEG TAKEOFFFITTING

SCALE:

CONDENSATE TRAP DETAILNOT TO SCALE

6

4. DETECTOR TUBES SHALL BE INSTALLED ACROSS THE LARGER DUCT DIMENSION.

1. SMOKE DETECTORS ARE FURNISHED BY DIV 16 ANAD INSTALLED IN DUCT BY DIV 15.

2. INSTALL DETECTOR PER THE MANUFACTURER'S RECOMMENDATIONS.

3. INSTALL DETECTOR IN THE VERTICAL CENTER OF THE DUCT.


SMOKE DETECTOR HOUSING

NEOPRENE GASKET

SAMPLING ANDDISCHARGE TUBES

NOTES:

INSULATEDACCESS DOOR

AIRFLOW

FOR REMOVAL OF TUBESPROVIDE ACCESS AREA

PLUG

A-

OPENING HEAD SECTIONA- SCALE: NOT TO SCALE

6"4"

THROUGH BOLT W/

BOLTS 12" GALVINIZEDA307 GRADES

2'-4

"

4'-2"6" 6"

4" 4"4'-6"3 EQUAL SPACES @ 18" O.C.

CUT IN AND GROUTIF REQUIRED

BOLTINGSEE SECTION "A"

L6x4x14 (GALVININZED)

BOTH SIDES

L6x4x14" BOTH SIDES

SEE SECTION "A"

OPENING

OP

EN

ING

EXISTING CIPCONCRETE WALL

STRUCTURAL STEEL NOTES1. STRUCTURAL STEEL TO CONFORM TO:

a. PLATES AND MISCELLANEOUS SHAPES = ASTM A36b. BOLTS = ASTM A307

2. ALL SPECIFIED STEEL CONNECTION HARDWARE SHALL BE HOT DIPPED GALV.UON.

NON-SHRINK GROUT1. NON-SHRINK GROUT INDICATED IN THE DRAWINGS SHALL BE OF HIGH EARLY

STRENGTH, NON-METALLIC, CEMENTITIOUS, NON-CHLORIDE CONTAININGGROUT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 1 DAYAND 6000 PSI AT 28 DAYS AND MEET OR EXCEED THE REQUIREMENTS OF ASTMC1107.


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Mark Manuf. Model Max Flow Max Pd Throw Max NC Neck Face ModuleCD-1 Titus TDC-AA 100 0.09 8 16 6 6x6 24x24CD-2 Titus TDC-AA 200 0.10 12 19 8 9x9 24x24CD-3 Titus TDC-AA 300 0.08 13 18 10 12x12 24x24CD-4 Titus TDC-AA 450 0.08 18 22 12 15x15 24x24CD-5 Titus TDC-AA 650 0.12 23 25 14 15x15 24x24CD-6 Titus TDC-AA 900 0.09 25 25 16 18x18 24x24

Notes:1. This is a standardized schedule, refer to mechanical plan drawings for required devices.2. CD-x performance indicated is for throw pattern A4 (Square 4-way throw).

Where the plans indicate a letter after the Mark, the following key applies.A = 2-way corner, B = 2-way opposite, D = 1-way

3. Where hard ceilings occur, contractor shall either provide surface mounting border or grille manufacturer's adapter mounting.

4. Provide standard white finish, unless noted otherwise on plans.5. Max Pd is total pressure. Throw values are at 50 feet per minute.

Performance Dimensions (in.)Basis of Design

Supply Air Device Schedule

Mark Manuf. Model Max Flow Max Pd Max NC Neck ModuleRG-1 Titus 350FL 400 0.010 23 16x16 24x24RG-2 Titus 350FL 1300 0.018 22 20x20 24x24RG-3 Titus 350FL 1600 0.025 30 24x30 28x34

TG Titus 350FL 800 0.018 27 20x20 24x24TG-O Titus 350FL 800 0.018 27 20x20 24x24

Notes:1. This is a standardized schedule, refer to mechanical plan drawings for required devices.2. Performance indicated does not include filters.3. Max Pd is total pressure.4. Where hard ceilings occur, contractor shall either provide surface mounting border or

grille manufacturer's adapter mounting.5. Provide standard white finish, unless noted otherwise on plans.6. TG-O: Provide insect screen behind the louvers.

Basis of Design Performance Dimensions (in.)

Return Air Device ScheduleSpace

AHU Tag No. Name SqFt Computers People Other People Per Person Per SqFt Total O/A RemarksAC-3.2, 3.3 Cafeteria 3771 2 220 Stage Lighting 110 7.5 0.18 1504 1

0

Unit Minimum O/A: 1504

Remarks:1. Based upon average occupancy.

Notes:1. Ventilation requirements are based on ASHRAE Standard 62.1 ventilation rate procedure.2. Cooling loads are based on 95/78 db/wb ambient with 75 deg 55% RH indoor conditions.

Assumed lighting load for cooling is 2 watts/sf.Heating loads are based on 30 deg ambient with 72 deg indoor conditions.

Occupant Design ConditionsInternal Loads (Maximum) Ventilation Air CFM

SupplyTag Product ESP Motor Cond. Stages Min Stages dT per Control Panel V/Ph/Hz MCA/MFS Dims Weight Remarks

Manufacturer Line Model Total O/A (in wg) HP EAT EAT LAT Total Sensible EER EAT (db) LAT (db) Rated (240v) Actual (208v) of Heat Stage V/Ph/Hz Min SCCR (Amps) (LxWxH) (lbs.)

AC-3.2 Trane Precident THC120 3200 760 1.5 1.6 95 81.1/69.0 57.6/57.4 113.6 82.6 2 12.4 59 94.4 36.0 27.0 2 17.7 208/3/60 5,000 208/3/60 104.5/110 99x63x53 1200 ALL

AC-3.3 Trane Precident THC120 3200 760 1.5 1.6 95 81.1/69.0 57.6/57.4 113.6 82.6 2 12.4 59 94.4 36.0 27.0 2 17.7 208/3/60 5,000 208/3/60 104.5/110 99x63x53 1200 ALL

Remarks:1. Provide 2" pleated filters. 4. Dehumidification Option 7. Single Zone VAV option2. CO2 sensor (wiring only) 5. Hail Guards 8. SS Drain Pan3. CompleteCoat condenser coil 6. Hinged Access Doors 9. Refer to Specs for additional requirements

Notes:1. The electrical data is based upon the manufacturer's published data at the time of design.

The mechanical contractor shall coordinate any electrical differences with the electrical contractor.The cost of all modifications resulting from electrical differences shall be the responsibility ofthe mechanical contractor.

2. The manufacturer's short circuit current rating (SCCR) shall exceed the scheduled values.3. Economizers are not acceptable.

M.C.A - Minimum Circuit Amps, M.F.S. - Maximum Fuse Size

Unit Electrical

Package Air Conditioning Unit Schedule

AirflowCooling

Evaporator (db/wb) Capacity (Mbh)Unit PhysicalBasis of Design Unit Electric Heat

Capacity, kW

SEQUENCE OF OPERATION

1.1 GENERAL REQUIREMENTS:

A. BIDDING PROCEDURES:1. CONFORMANCE: PRIOR TO SUBMITTING A BID FOR THIS PROJECT, THE CONTROLS

CONTRACTOR SHALL THOROUGHLY REVIEW THE FOLLOWING SEQUENCES. THECONTRACTOR SHALL, AT LEAST 10 DAYS PRIOR TO BID DATE, SUBMIT TO THE ENGINEER AWRITTEN STATEMENT INDICATING ANY SEQUENCES THAT CANNOT BE PROVIDED DUE TOLIMITATIONS IN THE CONTROL SYSTEM. THE ENGINEER, MAY, AT HIS DISCRETION, REVIEWAND MODIFY THE SEQUENCES THROUGH ADDENDA. ANY CONTROLS CONTRACTOR THATCANNOT PROVIDE ALL THE SEQUENCES OF OPERATIONS AS STATED IN THE FINAL BIDDOCUMENTS, INCLUDING ADDENDA, WILL BE REMOVED FROM THE PROJECT.

2. COORDINATION: PRIOR TO SUBMITTING A BID FOR THE WORK, THE CONTROLSCONTRACTOR SHALL COORDINATE THE INTERCONNECTION OF THE EMS WITH INTERNALEQUIPMENT CONTROLLERS AND PROVIDE ALL MATERIALS AND LABOR NEEDED TO MEETTHE SEQUENCES OF OPERATION.

3. THE FOLLOWING SEQUENCE OF OPERATION OUTLINES THE GENERAL MEANS BY WHICHTHE EMCS SHALL INITIATE AND RESPOND TO EVENTS. THE REQUIREMENTS FOR THECONTROL SYSTEM ARE SHOWN ON THE DRAWINGS, IN THE SEQUENCE OF OPERATIONS, INTHE SCHEDULES, AND IN THE SPECIFICATIONS.

4. MODIFICATIONS TO THE MEANS OF CONTROL WILL BE CONSIDERED BUT WILL NOT BEALLOWED 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 OPERATION CONTAINED IN THISPROJECT. PROVIDE ALL LABOR, MATERIALS, AND ENGINEERING NEEDED TO PROVIDE AFULLY FUNCTIONAL CONTROL SYSTEM.a. WHERE EXISTING CENTRAL PLANT EQUIPMENT EXISTS THAT IS REQUIRED FOR NEW

EQUIPMENT TO FUNCTION, THE EMCS SHALL ACTIVATE THE CENTRAL PLANTEQUIPMENT AS NEEDED.

2. FIRE ALARM SHUTDOWN: UPON A FIRE ALARM SYSTEM ACTIVATION, THE AIR HANDLINGEQUIPMENT SHALL SHUT DOWN IMMEDIATELY AND WITHOUT DELAY. THE CONTRACTORSHALL PROVIDE A SHUTDOWN RELAY OR CONTACTOR IN CONTROL CIRCUIT. CONTROL OFCONTACTOR IS BY OTHERS.

3. FIRE ALARM INITIATION: UPON ACTIVATION, DUCT MOUNTED SMOKE DETECTORS OR HEATDETECTORS SHALL AUTOMATICALLY SHUT DOWN THE SUPPLY FAN AND SEND A SIGNAL TOTHE FIRE ALARM SYSTEM. DETECTORS ARE FURNISHED, INSTALLED AND WIRED BYOTHERS. THE CONTRACTOR SHALL PROVIDE A SHUTDOWN RELAY OR CONTACTOR INCONTROL CIRCUIT. CONTROL OF CONTACTOR IS BY OTHERS.

4. COMMUNICATIONS: EACH PIECE OF EQUIPMENT SHALL BE CONTROLLED INDEPENDENTLYBY A STAND-ALONE CONTROLLER. IF COMMUNICATIONS ARE LOST WITH THE EMCSNETWORK, THE EQUIPMENT CONTROLLER SHALL CONTINUE TO OPERATE THE EQUIPMENTWITHOUT CHANGING OPERATING MODES OR REDUCING LOCAL FUNCTIONALITY.

1.2 VENTILATION EQUIPMENT SEQUENCES:

A. KITCHEN HOOD EXHAUST AND MAKEUP AIR:

KITCHEN HOOD WITH MAKEUP AIR FROM AC SYSTEM1. ENABLE/DISABLE: THE START/STOP SIGNAL FOR THE KITCHEN HOOD SHALL NOT BE

OVERRIDDEN BY THE EMS.

2. START/STOP: THE KITCHEN EXHAUST HOOD SHALL BE CONTROLLED BY THE EXISTINGSTART/STOP SWITCH. THE EMS SHALL MONITOR THE STATUS OF THE START/STOP SWITCH.UPON DETECTION OF A START SIGNAL, THE EMS SHALL START THE DINING ROOM ACSYSTEM IN OCCUPIED MODE TO PROVIDE MAKEUP AIR TO THE HOOD.

1.3 HEATING AND AIR CONDITIONING EQUIPMENT

A. GENERAL:1. TEMPERATURE SETPOINT CONTROL: ADJUSTABLE TEMPERATURE SENSOR(S) SHALL BE

PROVIDED FOR EACH AIR HANDLER. THE EMS SHALL PROVIDE A RANGE OF TEMPERATURECONTROL THAT THE OCCUPANTS CAN ADJUST THE TEMPERATURE WITHIN. THE RANGE ISTO BE AS FOLLOWS:a. COOLING: 75-79 DEG Fb. HEATING: 66-70 DEG Fc. COORDINATE SETPOINTS WITH THE OWNER PRIOR TO PROGRAMMING.

B. AIR HANDLING UNITS - GENERAL1. EACH AIR-HANDLING UNIT SHALL BE CONTROLLED BY A STAND-ALONE MICROPROCESSOR

BASED CONTROLLER WITH RESIDENT CONTROL LOGIC. IF COMMUNICATIONS ARE LOSTWITH EMCS NETWORK, LOCAL CONTROL SHALL BE MAINTAINED BY THE LOCALCONTROLLER AND AN ALARM ISSUED. THE EMCS SHALL PERFORM THE FOLLOWINGCONTROL STRATEGIES, PROVIDE THE POINTS LISTED ON THE POINTS LIST AND PROVIDETHE SPECIFIED MONITORING AND DIAGNOSTICS.

2. BASIC FUNCTIONS:a. EACH AHU SHALL BE STARTED/STOPPED BY EMCS.b. THE OUTSIDE AIR DAMPER SHALL BE NORMALLY CLOSED.

3. NON-SIMULTANEOUS START-UP:a. SCHEDULED STARTUP: THE EMCS SHALL STAGGER AHU START TIMES OVER A 10

MINUTE TIME FRAME TO PREVENT ALL UNITS FROM STARTING SIMULTANEOUSLY.b. NON-SCHEDULED STARTUP: AFTER A FIRE ALARM SHUTDOWN, THE EMCS SHALL

STAGGER THE STARTUP OF AHU'S.

4. OPERATING MODES: TEMPERATURES AND HUMIDITY LEVELS SHALL BE MAINTAINED IN ALLOPERATING MODES. EACH AIR HANDLER SHALL BE PROGRAMMED TO OPERATE IN THEFOLLOWING MODES BASED UPON TIME OF DAY SCHEDULES OR OVERRIDES:a. UNOCCUPIED: BUILDING IS UNOCCUPIED. SPACE TEMPERATURE AND HUMIDITY

SETPOINTS ARE IN SET-BACK MODE. TEMPERATURE SETBACK SHALL BE PER OWNER'SREQUIREMENTS. HUMIDITY SETBACKS SHALL BE OCCUPIED MODE SETPOINTS PLUS10%.

b. LOW OCCUPANCY: FEW BUILDING OCCUPANTS, ALSO PROVIDES FOR WARM-UP ANDCOOL-DOWN OPERATIONS. SPACE TEMPERATURE AND HUMIDITY SETPOINTS ARE THESAME AS OCCUPIED MODE.

c. OCCUPIED: BUILDING IS OCCUPIED. VENTILATION AIR IS REQUIRED. EXHAUSTSYSTEMS MUST OPERATE. SPACE TEMPERATURE SETPOINTS ARE DETERMINED BYTHE OCCUPANTS WITHIN THE CONSTRAINTS OF THE CONTROL SYSTEM. SPACERELATIVE HUMIDITY SHALL BE MAINTAINED BELOW 65% RH.

C. SINGLE ZONE VAV AC UNITS WITH REHEAT:1. START/STOP: THE EMS SHALL SET THE OPERATING MODE OF THE AIR HANDLER BASED

UPON A TIME OF DAY SCHEDULE.2. CAPACITY CONTROL:

a. COOLING MODE: MODULATE COOLING CAPACITY TO MAINTAIN THE ROOMTEMPERATURE AT SETPOINT (PROVIDE DEADBAND). WHERE MULTIPLE COMPRESSORSARE AVAILABLE, PROVIDE MINIMUM RUNTIME SETTING TO PREVENT SHORT CYCLING.

b. HEATING MODE: WHEN AMBIENT TEMPERATURE IS BELOW 55 DEG F AND THE SPACE IS2 DEGREES BELOW THE COOLING SETPOINT, MODULATE HEATING CAPACITY BYSTAGING ELECTRIC HEAT TO MAINTAIN ROOM TEMPERATURE SETPOINT (PROVIDEDEADBAND).

3. SUPPLY AIR FAN CONTROL: THE FAN OPERATION SHALL CORRESPOND TO THE OPERATINGMODE AS FOLLOWS:a. UNOCCUPIED: SUPPLY AIR FAN SHALL BE OFF.b. LOW OCCUPANCY: SUPPLY AIR FAN SHALL OPERATE INTERMITTENTLY AS REQUIRED

FOR HEATING OR COOLING THE SPACE.c. OCCUPIED: SUPPLY AIR FAN SHALL OPERATE CONTINUOUSLY.

4. VENTILATION AIR CONTROL (CO2 CONTROL): IN UNOCCUPIED AND LOW OCCUPANCYMODES, THE DAMPER SHALL BE CLOSED. WHEN IN OCCUPIED MODE, THE MOTORIZEDDAMPER IN THE VENTILATION AIR INLET SHALL MODULATE BETWEEN ITS MINIMUM ANDMAXIMUM SETPOINTS AS FOLLOWS:a. THE EMS SHALL MONITOR SPACE CO2 CONCENTRATIONS AND SHALL SLOWLY AND

LINEARLY MODULATE THE OUTSIDE AIR DAMPER BETWEEN THE MINIMUM ANDMAXIMUM SETPOINTS TO MAINTAIN SPACE CO2 BELOW 1000 PPM.

b. MINIMUM: 200 CFM (EACH UNIT)c. MAXIMUM: 750 CFM (EACH UNIT)d. OA DAMPER POSITIONS SHALL BE DETERMINED BY TAB AND PROGRAMMED INTO THE

EMS. THE OA DAMPER SHALL BE PROVIDE POTENTIOMETER FEEDBACK.5. HUMIDITY CONTROL: THE EMS SHALL CONTINUOUSLY MONITOR THE SPACE HUMIDITY

LEVEL AND INITIATE THE FOLLOWING DEHUMIDIFICATION SEQUENCES WHENEVER THE RHIS ABOVE 60% (ADJ.):a. START ADEQUATE STAGES OF COOLING TO PROVIDE 55 DEG EVAPORATOR LEAVING

AIR (MAXIMUM).b. START THE HOT GAS REHEAT CIRCUIT.c. DISCONTINUE THE DEHUMIDIFICATION SEQUENCE IF:

1) THE SPACE TEMPERATURE RISES ABOVE SETPOINT AND CALLS FOR COOLING.

2) THE SPACE TEMPERATURE FALLS BELOW SETPOINT AND CALLS FOR HEATING.3) THE SPACE PERCENT RELATIVE HUMIDITY IS BELOW 55 PERCENT.

d. IF HUMIDITY EXCEEDS 70 PERCENT FOR MORE THAN 15 MINUTES (ADJ), THE EMSSHALL ISSUE AN "EXCESSIVE HUMIDITY" ALARM.

6. WARM-UP/COOL-DOWN: PROVIDE ONE HOUR (ADJ.) OF MORNING LOW-OCCUPANCYOPERATION TO ESTABLISH OCCUPIED ROOM TEMPERATURE.

7. FIRE ALARM SHUTDOWN: UPON ACTIVATION OF THE FIRE ALARM SYSTEM, THE AIRHANDLER SHALL SHUT DOWN IMMEDIATELY AND WITHOUT DELAY.

END OF SECTION Number

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89

SHEETNO. ELECTRICAL SHEET INDEX SCALE

E0.01 GENERAL NOTES, LIGHT FIXTURE SCHEDULE, & SHEET INDEX NONE

E0.02 SYMBOL LEGEND NONE

E0.03 ABBREVIATIONS & SYSTEMS SYMBOL LEGENDS NONE

ED1.01 ELECTRICAL DEMOLITION PLAN 1/8" = 1'-0"

ED4.01 LIGHTING DEMOLITION PLAN 1/8" = 1'-0"

E1.01 ELECTRICAL RENOVATION PLAN 1/8" = 1'-0"

E4.01 LIGHTING RENOVATION PLAN 1/8" = 1'-0"

E5.01 POWER RISER DIAGRAMS NONE

E6.01 ELECTRICAL SCHEDULES NONE

E9.01 DETAILS NONE

E9.02 DETAILS NONE

E9.03 DETAILS NONE

LIGHTING FIXTURE SCHEDULE

VCS - OSCEOLA ELEMENTARY SCHOOL

TYPE DESCRIPTION DESIGN SELECTION APPROVEDSUBSTITUTION

APPROVEDSUBSTITUTION VOLTS CCT WATTAGE LUMENS LAMP

A1E

ACRYLIC DIFFUSER RECESSED FLAT PANEL LED WITHBODINE BSL310 10W BATTERY PACK 2 FT X 4 FT, 4000K, 3800 LUMENS, 80 CRI. 0-10V DIMMING.PAINT AFTER FABRICATION.

DAYBRITE #2-FXP-38L-840-4-DS-UNV-DIM-EMLED

COLUMBIA #CFP24-4140

LITHONIA #EPANL 2X4-4800LM-80CRI-40K-

MIN10-ZT-MVOLT120 4000K 34 3,800 LED

A2ACRYLIC DIFFUSER RECESSED FLAT PANEL LED 2 FT X 4 FT, 4000K, 4800 LUMENS, 80 CRI. 0-10V DIMMING.PAINT AFTER FABRICATION.

DAYBRITE #2-FXP-48L-840-4-DS-UNV-DIM



MIN10-ZT-MVOLT120 4000K 47 4,800 LED

A2E

ACRYLIC DIFFUSER RECESSED FLAT PANEL LED WITHBODINE BSL310 10W BATTERY PACK 2 FT X 4 FT, 4000K, 4800 LUMENS, 80 CRI. 0-10V DIMMING.PAINT AFTER FABRICATION.

DAYBRITE #2-FXP-48L-840-4-DS-UNV-DIM-EMLED



MIN10-ZT-MVOLT120 4000K 47 1,200 LED

X1 EXIT SIGN, SINGLE FACE, THERMOPLASTIC HOUSING ANDFACE, UNIVERSAL MOUNT, NICAD BATTERY, INDIRECT LEDTYPE, RED LETTERS.

PHILIPS CHLORIDE #VERWEM COMPASS LIGHTING # LITHONIA # 120 4 LED

X2 EXIT SIGN, DOUBLE FACE, THERMOPLASTIC HOUSING ANDFACE, UNIVERSAL MOUNT, NICAD BATTERY, INDIRECT LEDTYPE, RED LETTERS.

PHILIPS CHLORIDE #VERWEM COMPASS LIGHTING # LITHONIA # 120 4 LED

LIGHTING FIXTURE SCHEDULE GENERAL NOTES:

(1) CONTRACTOR SHALL CAREFULLY COORDINATE THE LIGHTING FIXTURE TRIM TYPES WITH THE TYPE OF CEILING WHERE THE LIGHTING FIXTURES ARE TO BE INSTALLED. MODIFY FIXTURE CATALOG NUMBER AS REQUIRED TO COORDINATE FIXTURE WITHCEILING.(2) ALL BALLASTED FIXTURES TO HAVE IN-LINE FUSE AND FUSE HOLDER.

(3) PROVIDE MANUFACTURER'S POINT BY POINT PHOTOMETRIC ANALYSIS FOR SITE LIGHTING WITH SUBMITTALS 10 DAYS PRIOR TO BID FOR APPROVAL BY DESIGN ENGINEER.. PROVDIE EMBEDMENT DETAILS FOR SAND

(4) CONTRACTOR, AT HIS OPTION, MAY USE A U.L. LISTED FLEXIBLE WIRING SYSTEM FOR LIGHTING FIXTURE BRANCH CIRCUITRY ABOVE ACCESSIBLE LAY-IN CEILINGS. ALL HOMERUNS, CONNECTIONS TO LIGHT SWITCHES, AND BRANCH CIRCUITRY FOR ALLOTHER CEILING CONDITIONS SHALL BE IN A CONVENTIONAL RACEWAY SYSTEM PER SPECIFICATIONS.

(5) WHEN FIXTURE MODEL NUMBER DIFFERS FROM FIXTURE DESCRIPTION, CONTRACTOR IS TO SUBMIT RFI REQUESTING CLARIFICATION PRIOR TO BID, PRIOR TO SHOP DRAWING SUBMITTAL AND PRIOR TO ORDERING OF FIXTURE. WHERE CONTRACTOR DOESNOT REQUEST CLARIFICATION PRIOR TO BID, CONTRACTOR SHALL PROVIDE THE MOST EXPENSIVE OPTION BETWEEN A FIXTURE THAT MATCHES THE DESCRIPTION AND A FIXTURE THAT MATCHES THE MODEL NUMBER. AFTER BID, CONTRACTOR SHALLSUBMIT RFI REQUESTING CLARIFICATION SO PROPER FIXTURE GETS SUBMITTED, PROVIDED AND INSTALLED.

(7) MANUFACTURER SHALL PROVIDE A WARRENTY AGAINST LOSS OF PERFORMANCE AND DEFECTS IN MATERIALS AND WORKMANSHIP FOR THE LUNINAIRS FOR A PERIOD OF 10 YEARS AFTER ACCEPTANCE OF THE LUMINAIRES. WARRANTY SHALL COVER ALLCOMPONENTS COMPRISING THE LUMINAIRE.

(8) AT TIME OF PURCHASE, ALL APPROVED MANUFACTURERS MUST BE USING CREE, PHILLIPS, SAMSUNG, BRIDGELUXE LED'S, NO OTHER LED MANUFACTURERS ARE PERMITTED.

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SCALE: N.T.S.KEY PLAN

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E4.01MMAWBAWB

FEEDER SCHEDULE: OSCEOLA ELEMENTARY - HVAC DATE: 3/19/2018 COPYRIGHT: ME, LLC 2009 VERSION: A7e3 REV: 2-09-2018

FEEDER FEEDINGOCPAMPSIZE

VOLTS FEEDERAMPACITY

FEEDERVOLTAGEDROP (%)

WIRE/PHASE NEUTRALWIRE

GROUNDWIRE

EXTRANEUTRAL

FEEDERMATERIAL

PARALLELRUNS

CONDUITSIZE (IN)

SHORTCIRCUITAMPS ATPANEL

LM8A 250 208 255 1% #250 KCMIL #250 KCMIL #4 COPPER 1 3 22383

GENERAL NOTES:1) CONDUIT SIZE IS BASED ON 2014 N.E.C. FOR EMT, IMC, RMC, FLEXIBLE METAL, AND SCHED 40 PVC. IF ANY OTHER TYPE OF CONDUIT/TUBING IS USED, THE CONTRACTOR SHALL RESIZE

CONDUIT AND SIZE AS REQUIRED TO COMPLY WITH THE N.E.C..

2) USE CABLE REDUCERS AT TERMINATIONS AND/OR AT/IN JUNCTION BOX NEAR TERMINATIONS AS REQUIRED TO COORDINATE OVERSIZED PHASE OR NEUTRAL CONDUCTORS WITHTERMINATION LUG SIZE OR PROVIDE TERMINATION/LUGS SIZED FOR FEEDERS.

3) CONTRACTOR IS TO MEGGER TEST ALL FEEDERS PER SPECIFICATIONS.

4) WHERE DISCONNECT SWITCH (DISC SW) IS INCLUDED IN THE NAME UNDER "FEEDER FEEDING", PROVIDE DISC SW TO MEET ALL ELECTRICAL CHARACTERISTICS PER THIS SCHEDULE,INCLUDING SCCR RATING. PROVIDE FUSE IN FUSIBLE SWITCHES OR PROVIDE UPSTREAM CIRCUIT BREAKER, WHERE NON-FUSED SWITCHES ARE USED, AS REQUIRED BYDISCONNECT SWITCH MANUFACTURER FOR SHORT CIRCUIT AMPS SHOWN.

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E5.01MMAWBAWB

VOLTS L/N: 120 VOLTS PH.: 208 PANEL : LM8A EXISTING : NO PHASE : 3 MLO(***) SECTIONS : 1 MOUNTING : SURFACE MCB 250 NEMA 3R : YES TYPE : NF- SH.TRIP MFR : SQ D

NOTES AND REFERENCE NOTES:GENERAL NOTES: <------------AIC RATING------------>(1) ALL C.B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. SERIES RATED KA(*) MFR = SIZE CB PER MFR. RECOMMENDATIONS.(2) ALL C.B.'S FEEDING ELEV EQUIP TO BE SHUNT-TRIP TYPE. FULLY RATED 65 KA $ = NEW CB IN EXIST SPACE(3) ALL C.B.'S FEEDING ELEV EQUIP TO BE SIZED AS REQ'D BY MFR. & = REPLACE EXIST CB WITH NEW(4) ALL C.B.'S FEEDING HID LTG TO BE HID RATED. (*) NOTE: MAY REQUIRE FULL RATING TO ACHIEVE SH = SHUNT TRIP C.B.(5) NO MULTIWIRE BRANCH CKTS ARE ALLOWED AF = ARC FAULT CB(6) NOT USED.

OPTIONAL CALC NOTOTAL AMPS A PH 164 (***) NOTE: SIZE SHOWN IS MINIMUM ACCEPTABLE MLO AMPERAGE.

INCREASE SIZE IF REQUIRED TO ACHIEVE QUANTITY OF POLES ORBREAKER SIZE/AIC RATING AS CALLED FOR IN SCHEDULE.

ACTUAL CONN LOAD 59 KVA 164 AMPSTOTAL AMPS B PH 164 DEMAND 59 KVA 164 AMPSTOTAL AMPS C PH 164 DIVERSITY 59 KVA 164 AMPSINFO CODE: TRANSFORMER SIZE KVA

SECTION 1 WITH MAINS WIDTH: 20 DEPTH: 6.00LOAD

C.B.AMPS

C.B.POLE

REFNOTE CKT. NO. CKT. NO. REF

NOTEC.B.

POLEC.B.

AMPS

LOAD

DESCRIPTION CONN TYPE AMPS AMPS AMPS AMPS AMPS AMPS DESCRIPTION CONN TYPE

AC-3.2 82 11.1 82 110 3 1 2 1 20 SPARE 0.2-------- 82 11.1 82 -------- -------- 3 4 1 20 SPARE 0.2-------- 82 11.1 82 -------- -------- 5 6 1 20 SPARE 0.2AC-3.3 82 11.1 82 110 3 7 8 1 20 SPARE 0.2-------- 82 11.1 82 -------- -------- 9 10 1 20 SPARE 0.2-------- 82 11.1 82 -------- -------- 11 12 1 20 SPARE 0.2SPACE 1 13 14 1 SPACESPACE 1 15 16 1 SPACESPACE 1 17 18 1 SPACESPACE 1 19 20 1 SPACESPACE 1 21 22 1 SPACESPACE 1 23 24 1 SPACESPACE 1 25 26 MFR 3 30 SPD 18.0SPACE 1 27 28 -------- -------- -------- 18.0SPACE 1 29 30 -------- -------- -------- 18.0

31 3233 3435 3637 3839 4041 42

SUBFEED LUGS/BREAKER SUBFEED LUGS/BREAKERS.F. S.F.

--------------- ------- ------- S.F. S.F. -------- ------- ------------------------------ ------- ------- S.F. S.F. -------- ------- ---------------

MECHANICAL/KITCHEN EQUIPMENT FEEDER SCHEDULE FOR (9): OSCEOLA ELEMENTARY SCHOOL - UPGRADE CAFETERIA HVAC COPYRIGHT ME, LLC Version : W17b REVISED: August 6, 2017 DATE: March 19, 2018

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

AC-3.2 208 3 N 2.00 7.5 55.0 20 140 13.1 102.0 27.0 74.9 82 104.5 110 110 2 200 110 4SS #2 #6 COPPER 1 1.50 0.55AC-3.3 208 3 N 2.00 7.5 55.0 20 140 13.1 102.0 27.0 74.9 82 104.5 110 110 2 200 110 4SS #1 #4 COPPER 1 1.50 1.71

NOTES ( ) NOTES:(A)=CONNECT VIA LINE VOLTAGE T'STAT BY DIV. 15/23 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. 15/23 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. 15/23 CONTRACTOR.

(4) COORDINATE STARTER TYPE WITH MECH EQUIP INSTALLER . 3R = NEMA 3R ENCLOSURE (E)=CONNECT VIA DISC SWITCH AT EQUIP. BY DIV. 15/23 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 16/26).

(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)=(O)=(P)=

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13

SYSTEM NO C-AJ-1027F RATING--3 HRT RATING--0 HR

A

A

2

(FORMERLY SYSTEM NO. 204)F RATINGS - 2 HRT RATINGS - 0 HR

SYSTEM NO. C-AJ-3021

A

A

SECTION A-A

3C

3B 3A

1A

3C

2

1BA

A

System No.W-L-1003September 03, 2004

(Formerly System No. 147)F Ratings - 1 and 2 Hr (See Item 1)

T Rating - 0 Hr

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LMDM-101 LMDM-101 LMDM-101 LMDM-101 LMDM-101 LMSW-105 LMDM-101 LMDM-101 LMDM-101 LMDM-101 LMDM-101 LMSW-105

GROUND WELL DETAIL - COUNTERPOISE

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E9.02MMAWBAWB

'J' HOOK DETAILDISCONNECT RACK (DOUBLE) -

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BUILDING 1 ROOM 01-142

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E9.03MMAWBAWB

Board Members Volusia Countypublic.volusia.k12.fl.us/facilities-design/Documents/Osceola...

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Transcript of Board Members Volusia Countypublic.volusia.k12.fl.us/facilities-design/Documents/Osceola...