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Project
Owner
Drawing Index
Consultants
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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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.
CAFETERIA
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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.
CAFETERIA
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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
Don
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J. S
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P.E
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tate
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Flo
rida
No.
548
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.
CAFETERIA
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Bea
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Cou
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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
M2.01
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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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Sheet Title
Ow
ner
Orm
ond
Bea
ch, F
lori
daS
choo
l Dis
tric
t of
Vol
usia
Cou
nty
Flor
ida
CRW #1
CRW #2
LIBRARY
CRW #4
CAFETERIA
KITCHEN
CRW #3
CRW #5
SCALE: N.T.S.
KEY PLAN
AREA OF WORK
M3.01
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89
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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Flor
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M5.01
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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.
SCALE: NOT TO SCALE7
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.
SCALE: NOT TO SCALE8
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Ow
ner
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ond
Bea
ch, F
lori
daS
choo
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tric
t of
Vol
usia
Cou
nty
Flor
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M5.02
Don
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J. S
abis
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P.E
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548
89
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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Ele
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Sheet Title
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M6.01
Don
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No.
548
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
COLUMBIA #CFP24-4140
LITHONIA #EPANL 2X4-4800LM-80CRI-40K-
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
COLUMBIA #CFP24-4140
LITHONIA #EPANL 2X4-4800LM-80CRI-40K-
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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E0.01MMAWBAWB
Number
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E0.02MMAWBAWB
Number
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E0.03MMAWBAWB
DISC
FREEZER
GREASE
CAFETERIA
PROPERTY LINE
ELECTRICALENCLOSURE
KITCHEN39
MGR OFFICE39G
BREAK RM39H
TOILET39I
DRY STO39J
DINING
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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
Drawn:Checked:Approved:
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ED1.01MMAWBAWB
DISC
FREEZER
GREASE
CAFETERIA
PROPERTY LINE
ELECTRICALENCLOSURE
KITCHEN39
MGR OFFICE39G
BREAK RM39H
TOILET39I
DRY STO39J
DINING
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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
Drawn:Checked:Approved:
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ED4.01MMAWBAWB
DISC
FREEZER
GREASE
CAFETERIA
PROPERTY LINE
ELECTRICALENCLOSURE
KITCHEN39
MGR OFFICE39G
BREAK RM39H
TOILET39I
DRY STO39J
DINING
R
S
Number
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CRW #1
CRW #2
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CRW #4
CAFETERIA
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CRW #3
CRW #5
SCALE: N.T.S.KEY PLAN
AREA OF WORK
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DISC
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CAFETERIA
PROPERTY LINE
ELECTRICALENCLOSURE
KITCHEN39
MGR OFFICE39G
BREAK RM39H
TOILET39I
DRY STO39J
DINING
Number
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KITCHEN
CRW #3
CRW #5
SCALE: N.T.S.KEY PLAN
AREA OF WORK
Drawn:Checked:Approved:
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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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580
E6.01MMAWBAWB
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
Number
Pro
ject
Osc
eo
laE
lem
enta
ryR
evis
ions
Co
nstr
uc
tio
nD
oc
um
ents
-3/2
0/2
018
Sheet Title
Ow
ner
Orm
on
dB
eac
h,F
lori
da
Sc
ho
ol
Dis
tric
to
fV
olu
sia
County
Flo
rida
Drawn:Checked:Approved:
130 Candace DriveMaitland, FL 32751
Eng
inee
rofR
ecor
dA
dria
nW
.Bau
s,P.
E.S
tate
ofFl
orid
aN
o.52
580
E9.01MMAWBAWB
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
Number
Pro
ject
Osc
eo
laE
lem
enta
ryR
evis
ions
Co
nstr
uc
tio
nD
oc
um
ents
-3/2
0/2
018
Sheet Title
Ow
ner
Orm
on
dB
eac
h,F
lori
da
Sc
ho
ol
Dis
tric
to
fV
olu
sia
County
Flo
rida
Drawn:Checked:Approved:
130 Candace DriveMaitland, FL 32751
Eng
inee
rofR
ecor
dA
dria
nW
.Bau
s,P.
E.S
tate
ofFl
orid
aN
o.52
580
E9.02MMAWBAWB
'J' HOOK DETAILDISCONNECT RACK (DOUBLE) -
FREESTANDING/GRADE MOUNTED
CHILLER CH-1HEAT TAPE 20 AMP 120V 1PH 2W
FED FROM1L1-73 LOCATED IN
BUILDING 1 ROOM 01-142
Number
Pro
ject
Osc
eo
laE
lem
enta
ryR
evis
ions
Co
nstr
uc
tio
nD
oc
um
ents
-3/2
0/2
018
Sheet Title
Ow
ner
Orm
on
dB
eac
h,F
lori
da
Sc
ho
ol
Dis
tric
to
fV
olu
sia
County
Flo
rida
Drawn:Checked:Approved:
130 Candace DriveMaitland, FL 32751
Eng
inee
rofR
ecor
dA
dria
nW
.Bau
s,P.
E.S
tate
ofFl
orid
aN
o.52
580
E9.03MMAWBAWB