2018 INTERNATIONAL BUILDING CODES W/ LOCAL AMENDMENTS

2018 INTERNATIONAL BUILDING CODE2017 NATIONAL ELECTRICAL CODE2018 INTERNATIONAL ENERGY CONSERVATION CODE2018 INTERNATIONAL EXISTING BUILDING CODE2018 INTERNATIONAL FUEL GAS CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL PLUMBING CODE2018 INTERNATIONAL RESIDENTIAL CODE2018 INTERNATIONAL FIRE CODE2018 CITY OF TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE

ZONING CODES

UNIFIED DEVELOPMENT CODE W/ SUPPORTING DOCUMENTSADMINISTRATIVE MANUAL TECHNICAL STANDARDS MANUALSUPPLEMENT NO.1 - 8

applicable codes

Project Location

I-10

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7350 EAST SPEEDWAY 210TUCSON, ARIZONA 85710

(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX

ASSOCIATES LTDARCHITECTS AIA

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Andrada Polytechnic High School

CONSTRUCTION DOCUMENTS

SWAIM ASSOCIATES LTD. ARCHITECTS AIA

architect

7350 E. Speedway 210Tucson, AZ 85710(520) 326-3700 - fax: (520) 326-1148www.swaimaia.com

Phil Swaim, AIA pswaim@swaimaia.com

ENGINEERED DESIGN GROUP - WEST

electrical engineer

954 N. Alvernon WayTucson, AZ 85711-1018(520) 881-8896 - fax: (520) 881-5647www.edg-ce.com

Dennis Coon, PE DWC@edg-ce.com

sheet index

design team

VAIL UNIFIED SCHOOL DISTRICT #20

FIELD LIGHTINGno

rth1" = 1'-0"g1.0

1 location map

GENERALg1.0 COVER SHEETg1.1 ABBREVIATIONS AND SYMBOLS

ARCHITECTURAL SITE PLANx1.0 SITE PLAN

ELECTRICALe1.1 FEEDER DIAGRAM & CALCULATIONSe2.0 REFERENCE ELECTRICAL PLANe2.1 ELECTRICAL LEGEND & REFERENCE PLANS

ALT #1 TENNIS COURT LIGHTING

add alternates

1a7.1

N-S section1/8" = 1'-0"

CLASS129

A129B

10'-0"

11'-3 3/4"LANDING 2

3

1a1.0

A

5a6.3

G

F

E

D

a6.1

1a9.2

1a1.0

1a1.0

2a7.2

2a7.2

2a5.2

ELEVATION INDICATOR

PARTITION TYPE

KEYNOTE

CEILING HEIGHT

WINDOW MARK

DOOR NUMBER

ROOM NAME / NUMBER

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

ENLARGED AREA

SECTION / DETAIL TAG

BUILDING SECTION TAG

DRAWING TITLE

WALL SECTION TAG

2

symbols legend

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revisions

7350 EAST SPEEDWAY 210TUCSON, ARIZONA 85710

(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX

ASSOCIATES LTDARCHITECTS AIA

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general project notesabbreviationsTYP TYPICALUNFIN UNFINISHEDUNO UNLESS NOTED

OTHERWISEUON UNLESS OTHERWISE

NOTEDURNL URINALVAC VENTILATION AND AIR

CONDITIONINGVAR VARIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVP VISION PANELVR VAPOR RETARDERVT VINYL TILEVWC VINYL WALL COVERINGW WIDE/WESTW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWIN WINDOWWM WIRE MESHWP WATERPROOF/WATERPRO

OFINGWPM WATERPROOF MEMBRANEWS WEATHER-STRIPPINGWSCT WAINSCOTWT WEIGHTWV WATER VALVEWWF WELDED WIRE FABRICWWM WELDED WIRE MESH

OD OUTSIDE DIAMETEROD OVERFLOW DRAINOFCI OWNER FURNISHED,

CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED,

OWNER INSTALLEDOH OVERHEADOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINP PAINTPAV PAVINGPBD PARTICLE BOARDPC PRECASTPDF POWER DRIVEN FASTENERPERF PERFORATEDPERIM PERIMETERPERP PERPENDICULARPI. PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPNL PANELPNT PAINT OR PAINTEDPOL POLISHEDPR PAIRPREFAB PREFABRICATEDPROJ PROJECTPSF POUNDS PER SQUARE

FOOTPT POINTPT PRESSURE TREATEDPTD PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDEQT QUARRY TILEQTY QUANTITYR RADIUS/RISERRA RETURN AIRRAD RADIUSRB RESILIENT BASERBR RUBBERRCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDRECPT RECEPTACLEREF REFERENCEREFR REFRIGERATORREG REGISTERREINF REINFORCED

REINFORCINGREINF REINFORCEDREL RELOCATEREM REMOVABLEREOOM RECOMMENDEDREQ REQUIRE/REQUIREDREQD REQUIREDRESIL RESILIENTREV REVISION/REVISEDRM ROOMRO ROUGH OPENINGRTD RATEDRTG RATINGRWL RAIN WATER LEADERS SOUTHSA SUPPLY AIRSAF SELF ADHERED FLASHINGSC SOLID CORESCHED SCHEDULESD STORM DRAINSECT SECTIONSF SQUARE FEET/FOOTSH SPRINKLER HEADSHR SHOWERSHT SHEETSIM SIMILARSM SHEET METALSM SURFACE MOUNTEDSP STANDPIPESPEC SPECIFICATIONSPEC SPECIFIED OR

SPECIFICATIONSPK SPRINKLER OR SPEAKERSPKR SPEAKERSQ SQUARESS STAINLESS STEELSSK SERVICE SINKSTA STATIONSTC SOUND TRANSMISSION

COEFFICIENTSTL STEELSTOR STORAGESTRG STRINGERSTRUCT STRUCTURALSTRUCT STRUCTURE OR

STRUCTURALSUBCAT SUBCATEGORYSUSP SUSPENDEDSYM SYMMETRICALSYS SYSTEMT TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETB TOWEL BARTEL TELEPHONE/TELECOMTELE TELEPHONETEMP TEMPERATURETEMP TEMPORARYTHK THICKNESSTHRU THROUGHTKBD TACK BOARDTLT TOILETTMPD TEMPEREDTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOS TOP OF STEELTS TUBE STEELTV TELEVISION

EQUIP EQUIPMENTEXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFA FIRE ALARMFB FACE BRICKFD FLOOR DRAINFD FLOOR DRAIN OR FIRE

DEPARTMENTFDC FIRE DEPARTMENT

CONNECTIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

CABINETFF&E FURNITURE, FIXTURES AND

EQUIPMENTFFB FLUSH FLOOR BOXFFEL FINISH FLOOR ELEVATIONFH FLAT HEADFHC FIRE HOSE CABINETFIN FINISHFIXT FIXTUREFLASH FLASHINGFLR FLOORFLUOR FLUORESCENTFND FOUNDATIONFO FACE OFFP FIRE PROTECTIONFPG FIREPROOFINGFR FIRE RESISTANTFRC FIBER REINFORCED

CONCRETEFRT FIRE RETARDANT TREATEDFT FEET/FOOTFTG FOOTINGFURN FURNITUREFURR FURRINGFWC FABRIC WALL COVERINGFWP FABRIC WRAPPED PANELGA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACT(OR)GEN GENERALGFRC GLASS FIBER REINFORCED

CONCRETEGL GLASSGLAZ GLAZINGGRAN GRANULARGRD GROUNDGRFG GLASS FIBER REINFORCED

GYPSUMGSM GALVANIZED SHEET METALGV GAS VALVEGWB GYPSUM WALL BOARDGYP GYPSUMH HIGH/HEIGHTHB HOSE BIBHB HOSE BIBBHC HANDICAPPEDHDWD HARDWOODHDWR HARDWAREHGT HEIGHTHM HOLLOW METALHNDRL HANDRAILHO HOLD OPENHORIZ HORIZONTALHR HOURHRC HOSE REEL CABINETHTG HEATINGHVAC HEATING VENTILATION AND

AIR CONDITIONINGHW HOT WATERID INSIDE DIAMETERIN INCH/INCHESINCAND INCANDESCENTINCL INCLUDED/INCLUDINGINFO INFORMATIONINSUL INSULATIONINSUL INSULATED OR INSULATIONINT INTERIORINTERM INTERMEDIATEINV INVERTJAN JANITORJC JANITOR'S CLOSETJST JOISTJT JOINTKIT KITCHENKO KNOCK OUTLAM LAMINATELAV LAVATORYLB POUNDSLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLT LIGHTMAS MASONRYMAX MAXIMUMMECH MECHANICALMED MEDIUMMEMBR MEMBRANEMFR MANUFACTURERMH MAN HOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTD MOUNTEDMTG MOUNTINGMTL METALMULL MULLIONN NORTHNA NOT APPLICABLENC NOISE CRITERIANIC NOT IN CONTRACTNO NUMBERNOM NOMINALNONCOMB

NON COMBUSTIBLE

NTS NOT TO SCALEOA OUTSIDE AIROC ON CENTER

& AND@ ATAB ANCHOR BOLTABC AGGREGATE BASE

COURSEABI ADDITIVE BID ITEMAC AIR CONDITIONINGACC ACCESSIBLEACOUST ACOUSTICALACT ACOUSTIC CEILING TILEAD AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAGGR AGGREGATEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAP ACCESS PANELAPC ACOUSTICAL PANEL

CEILINGAPPROX APPROXIMATEARCH ARCHITECTURALASPH ASPHALTATTN ATTENTIONAUTO AUTOMATICAV AUDIOVISUALBD BOARDBET BUILDING ENTRANCE

TERMINALBFF BELOW FINISHED FLOORBIT BITUMINOUSBL BASELINEBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM, BENCHMARKBO BOTTOM OFBOS BOTTOM OF STEELBOT BOTTOMBRG BEARINGBRK BRICKBRKT BRACKETBSMNT BASEMENTBUR BUILT-UP ROOFINGC CONDUITCA COMPRESSED AIRCAB CABINETCAT CATEGORYCB CATCH BASINCB CEMENT BOARDCBU CEMENTITIOUS BACKER

UNITCC CENTER TO CENTERCCTV CLOSED CIRCUIT

TELEVISIONCEM CEMENTCER CERAMICCG CORNER GUARDCH CHILLERCI CAST IRONCIP CAST-lN-PLACECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLKG CAULKINGCLR CLEARCNTR COUNTERCO CLEANOUTCOL COLUMNCONC CONCRETECOND CONDITIONCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCOORD COORDINATECORR CORRIDORCPT CARPETCT CERAMIC TILECTR CENTERCTSK COUNTERSUNKCW COLD WATERD DEEP, DEPTHDBL DOUBLEDEG DEGREEDEMO DEMOLISH OR DEMOLITIONDEMO DEMOLITIONDEPT DEPARTMENTDF DRINKING FOUNTAINDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDIMS DIMENSIONSDISP DISPENSERDIV DIVISIONDMPF DAMP PROOFINGDN DOWNDO DOOR OPENINGDR DOORDRN DRAINDS DOWNSPOUTDS DOWN SPOUTDTL DETAILDW DISHWASHERDWG DRAWINGDWR DRAWERCMU CONCRETE MASONRY UNITE EASTEA EACHEB EXPANSION BOLTEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREENG ENGINEEREP ELECTRICAL PANELEPDM ETHYLENE PROPYLENE

DIENE M-CLASSEQ EQUAL

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND LOCATION OF ALL UNDERGROUND OR CONCEALED UTILITIES IN ADVANCE OF ANY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE ALL UNDERGROUND UTILITIES ON OR NEAR THE PROJECT SITE.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANY OR ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY UTILITIES FOUND TO BE IN THE WAY OF THE NEW CONSTRUCTION SHALL BE REMOVED, RELOCATED OR REPLACED AS DIRECTED. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND/OR CIVIL PLANS FOR SPECIFIC REQUIREMENTS.

C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL ABANDONED (RETIRED) UTILITIES THAT INTERFERE WITH THE CONSTRUCTION PROJECT. THE CONTRACTORS AND LOCAL UTILITY AND TRAFFIC CREWS SHALL COORDINATE WORK SCHEDULES SO AS TO PREVENT ANY CONFLICTING WORK CONDITIONS.

D. CONTRACTOR SHALL REPAIR ANY AND ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION IN ACCORDANCE WITH LOCAL SPECIFICATIONS, AT NO ADDITIONAL COST.

E. CONTRACTOR TO NOTIFY "BLUE STAKE" @ 1-800-782-5348, AT LEAST 48-HOURS IN ADVANCE OF ANY EXCAVATION. UTILITY LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT.

F. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEBRIS RESULTING FROM THE DEMOLITION AND CONSTRUCTION. AT NO TIME SHALL ANY OF THIS MATERIAL OBSTRUCT THE NORMAL OPERATION.

G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY OR ALL EXCESS EXCAVATION AND CONSTRUCTION RELATED DEBRIS, AT THE END OF EACH WORK DAY.

H. THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION OF THIS PROJECT'S BUILDING(s) & SURROUNDING AREA AS A RESULT OF THIS PROJECT IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE TO FAMILIARIZE HER/HIM SELF WITH ALL THE EXISTING CONDITIONS THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN THESE PLANS.

J. THE JOB SITE, AT THE COMPLETION OF CONSTRUCTION, SHALL BE CLEANED OF ANY DEBRIS OR SPOILS RESULTING FROM THE CONSTRUCTION.

K. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING RECORDED DIMENSIONS INDICATED AND ALL EXISTING CONDITIONS THAT IMPACT NEW CONSTRUCTION.

L. THE CONTRACTOR SHALL ESTABLISH ALL QUANTITIES BASED ON ACTUAL CONDITIONS. THESE DRAWINGS ARE NOT TO BE SCALED.

M. COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. OBTAIN AND PAY FOR ALL PERMITS AND LICENSES REQUIRED.

N. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST 72 HOURS IN ADVANCE OF ANY CONSTRUCTION THAT REQUIRES SPECIAL/REQUIRED INSPECTION(s).

O. REFERENCE ALL ARCHITECTURAL & ELECTRICAL SHEETS FOR SCOPE OF WORK & COORDINATION.

P. ALL MATERIALS REQUIRED SHALL BE OF A GRADE AND QUALITY CONSISTENT WITH THE INTENDED USE AS SPECIFIED & APPROVED BY THE ARCHITECT.

Q. ALL EQUIPMENT OR MATERIALS NOT SHOWN OR SPECIFIED ON THE PLANS OR IN THE SPECIFICATIONS, BUT ARE REQUIRED TO COMPLETE THE INSTALLATION SHALL BE SUPPLIED BY THE CONTRACTOR AS PART OF THE CONTRACT WORK.

R. FIRE LANES SHALL BE MAINTAINED IN A CONDITION TO ASSURE ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

S. SMOKING, ALL TOBACCO PRODUCTS & ELECTRONIC CIGARETTES ARE PROHIBITED ON THIS SITE.

++

+

+

++

+

+++

SITERESIDENTPAD 18.0

D

A

1. COORDINATE WITH CIVIL AND STRUCTURAL.

2. COORDINATE MATERIAL DELIVERIES WITH THE SCHOOL SCHEDULE.

3. MAINTAIN SITE DRAINAGE.

4. SCHOOL WILL BE IN SESSION DURING THIS PROJECT.

general notes

FUTURE FIELD

EXISTING FIELD

ANDRADAPOLYTECHNICHIGH SCHOOL

PANTANO HIGH SCHOOL

ANDRADAPOLYTECHNICADDITION

HO

UG

HTO

N R

D.

TENNIS COURTS

CONTRACTOR ACCESS POINT

CONTRACTOR YARD AND PROJECT ACCESS1. 5'-0" H CHAINLINK FENCE REQUIRED2. REPAIR TO PREVIOUS CONDITION3. REPAIR CONCRETE CURBS AS NECESSARY

1

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7350 EAST SPEEDWAY 210TUCSON, ARIZONA 85710

(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX

ASSOCIATES LTDARCHITECTS AIA

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keynotes1 PAINT NEW WALL MOUNTED CONDUIT TO MATCH WALL.2 REMOVE & REPLACE CONCRETE SIDEWALK, JOINT TO JOINT,

TO ALLOW INSTALLATION OF NEW CONDUIT.3 AFTER INSTALLATION OF CONDUIT, RAKE OUT AREA.

SUPPLEMENT DECOMPOSED GRANIT TO MATCH EXISTING.

nort

h1" = 60'-0"x1.01 reference site plan

keynotes

fee

de

r dia

gra

m &

ca

lcu

lati

ons

LOAD CALCULATIONS

(E) PANEL H1A

(E) TRANSF. T1

(E) PANEL H2A

=

=

=

SUB-TOTAL =

148A

150A

470A

2730A

ABC∅

19A

0A

63A

195A

NEUTRAL

(E) SERVICE ENTRANCE 'SES' 277/480V-3 -4W∅

'SES' DEMAND CALC. (SCHOOL)

2730A x (480V x 1.73) = 2269 KVA

2269 KVA / 120,453 S.F. = 18.8 VA/SF

3.0 VA/SF @ 100% x 120,453 SF

15.8 VA/SF @ 75% x 120,453 SF

TOTAL DEMAND LOAD

=

=

=

362 KVA

1427 KVA

1789 KVA

1789 KVA / (480V x 1.73) = 2152 A

(E) PANEL H3A = 500A 22A

(E) PANEL H4A = 236A 12A

(E) PANEL H5A = 211A 11A

(E) PNL PHA - PANTANO H.S. = 291A 18A

(E) WASTEWATER PLANT = 41A 0A

=

=

(E) ON-SITE MODULAR HOME = 78 A

SERVICE TOTAL = 2230 A

(E) PANEL H6A 381A 26A

(E) PANEL H7A 86A 11A

EXISTING 2500A SERVICE IS ADEQUATE.

TVSS 250 250 250 400 600 600

400

SPACE

(E) SES

2500A, 277/480V, 65KAIC

EATON TYPE POW-R-LINE C

(E) TEP

REVENUE

(E)

TO

SO

LAR

PO

WER S

YSTEM

METER

100 90

GB

N

W

(E)

MO

D.

HO

ME

(E)

WASTEW

ATER

TREATM

EN

T P

LAN

T

200 500

(E) TO POWER CO. TRANSF.

PARALLEL 9 SETS OF

3-#500KCMIL (AL) ØABC &

1-#350KCMIL (AL) NEUTRAL

XHHW-2, 4"C.

(E)

PAN

TAN

O H

.S.

CAM

PU

S

(E)

PAN

EL 'H

1A'

(E)

TRAN

SF. 'T

1'

(E)

PAN

EL 'H

5A'

(E)

PAN

EL 'H

4A'

(E)

PAN

EL 'H

2A'

(E)

PAN

EL 'H

3A'

(E)

PAN

EL 'H

7A'

(E)

PAN

EL 'H

6A'

=(E) PANEL H8A 112A 13A

FAULT CURRENT CALCULATIONS

1+0.255

1= 0.255, m = = 0.797FAULT #1: f =

1.73 x 52,400 x 260

9 x 21395 x 480

FAULT #1 = 52,400A x 0.80 + (MOTORS = 5,000A) + SOLAR

POWER SYSTEM BACKFEED 2,500A MAX. = 49,241A

'SES'

6

5

4

7

1+9.159

1= 9.159, m = = 0.098FAULT #2: f =

1.73 x 49,241 x 663

12862 x 480

FAULT #2 = 49,241A x 0.098 = 4,847A

'H9A'

H9A

NEW EATON TYPE PRL3A

X X

X 18KAIC, MINIMUM

277/480V-3Ø-4W

200A BREAKER

21401 28901 28901

79 KVA 104 AMPS

18194441

18194441

TENNIS COURT POLE LT SOCCER FIELD POLE LT

(5.25 FLA) "

"18194441

"

"

"

"

"

" 3

203 10 8 1

"

"

"

"

"

"

"

"

3 10 8 1

(12.82 FLA)

"

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -- - - ---

200

200A

SPACE

200A

SPACE

(E)

PRESEN

TATIO

N

HALL P

AN

EL H

8A

200A/3P

=NEW PANEL H8A 104A 0A

job

date

revisions

(520) 326-3700(520) 326-1148

OFFICEFAX

1817.02

10- 0

3-1

9

EDG-WEST, INC.

Web Site: www.edg-ce.com

CONSULTING ELECTRICAL ENGINEERS

schematic feeder wiring diagramn.t.s.

1e1.1 NOTE: ALL FEEDERS, PANELS & SES ARE EXISTING,

EXCEPT FOR NEW ATHLETIC FIELD LIGHTING

ADDITION.

NEW PULL BOX, REFER TO

REFERENCE PLAN, SHEET E2.0

FOR LOCATION.

PANEL

'H9A'

277/480V

3Ø-4W

PANEL

'L9A'

120/240V

1Ø-3W

3-#250KCMIL (AL) ØABC,1-#1 (AL) NEUTRAL & 1-#4(AL) EG, ALL TYPE XHHW-2COMPACT STRANDED,2.5"C.

FIELD LIGHTING BRANCHCIRCUITS, SEE SCHEDULE

GB

N

9

87

2

115KVA

FIELD

LIGHTING

CONTROL

AND

MONITORING

CABINET

(2) #6 CU(1) #10 CU GND3/4" C

1. GROUND BAR BONDED TO BOX.

2. INSULATED NEUTRAL BAR. DO NOT GROUND THE NEUTRAL

IN THIS PANEL.

3. GROUND THE SECONDARY NEUTRAL IN TRANSFORMER PER

NEC 250.30.

4. (E) #500 (CU) MAIN BONDING JUMPER.

5. (E) #3/0 (CU) BOND TO METALLIC PIPING.

6. (E) #3/0 (CU) BOND TO METAL BLDG. FRAME.

7. (E) #4 (CU) UFER GROUND.

8. #2 (CU) GROUND TO BUILDING STEEL FRAME.

9. #2 (CU) BOND TO METALLIC PIPING.

10. NEW TRANSFORMER T-8 SHALL BE 480V DELTA TO

208Y/120V, 3Ø-4W, K-4 RATED, (CU) OR (AL) WINDINGS,

NEMA 1 ENCLOSED 150 DEGREE C TEMP RISE, DOE 2016

RATED. KVA RATING AS NOTED., MIN. 3%Z.

TO FIELD LIGHTING. REFERTO SHEET E2.0 FOR POLELOCATIONS AND FEEDER

INFORMATION

ADD NEW EATON

65KAIC BREAKER IN

EXISTING SERVICE

ENTRANCE FEEDER

SECTION.

"

TENNIS COURT POLE LT

(5.25 FLA) "

"

"

"

"

"

"

" 3

203 10 8 1

"

18194441

18194441

18194441

-4441

-4441

-4441

-4441

-4441

-4441

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE

3

20

SOCCER FIELD POLE LT

(12.82 FLA)

"3

20

SOCCER FIELD POLE LT

(12.82 FLA)

"3

20

SOCCER FIELD POLE LT

(12.82 FLA)

"3

20

--

--

--

--

--

--

-7500

-7500

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -

SPACE - - - -

- - - -

- - - -

SPACE

SPACE

- - - -

- - - -

- - - -

SPACE

SPACE

SPACE

"

"

"

"

"

"

"

"

3 10 8 1

"

"

"

"

"

"

"

"

3 10 8 1

"

"

"

"

"

"

"

"

3 10 8 1

PANEL L9A

(15KVA ESTIMATED LOAD)" " " "

2 6 10

7

INDICATES CONTINUOUS DUTY LOAD AT 125% DEMAND

TOTAL VOLT-AMPS

41

37

39

35

27

31

33

29

25

21

23

19

15

17

9

11

13

40

42

38

36

34

20

32

28

30

26

22

24

14

16

18

8

10

12

FLUSH

PANEL

CIRCUIT DESCRIPTION

TYPE

SURFACE

NO.BRKR

3

1

5

CIRCUIT

ΦA

CIRCUIT DESCRIPTION

SHORT CIRCUIT RATING:

BRKR

CIRCUIT

VOLTAGE

BUS

NO.

4

2

6

ΦB ΦC MAINNEMA 1 NEMA 3R

FULLY RATED SERIES RATED

NEUTRAL = 0A

7

INDICATES CONTINUOUS DUTY LOAD AT 125% DEMAND

TOTAL VOLT-AMPS

27

29

25

21

23

19

15

17

9

11

13

20

28

30

26

22

24

14

16

18

8

10

12

FLUSH

PANEL

CIRCUIT DESCRIPTION

TYPE

SURFACE

NO.BRKR

3

1

5

CIRCUIT

ΦA

CIRCUIT DESCRIPTION

SHORT CIRCUIT RATING:

BRKR

CIRCUIT

VOLTAGE

BUS

NO.

4

2

6

ΦB MAINNEMA 1 NEMA 3R

FULLY RATED SERIES RATEDL8A

NEW SQUARE D 15KVA MINI-POWER ZONE

X X

X

60A

SECONDARY: 120/240V-1 -3W∅

PRIMARY: 480V-1∅

SEC: 60A M.B.PRI: 60A M.B.

14KAIC, SEE BELOW

2 3/412 12 REC-TENNIS COURT

2 3/412 12 REC-TENNIS COURT

120

120

2

80BACK-FED MAIN BREAKER

120

120

120

120

SPARE

SPARE

SPARE

SPARE

SPACESPACE

SPACE

SPACE

SPACE

SPACE

SPACESPACE

SPACESPACE

SPACESPACE

SPACESPACE

SPACESPACE

SPACESPACE

SPACESPACE

SPACESPACE

-1000

1000

7500 7500

15 KVA 63 AMPS

MAX POSSIBLE LOADING INCLUDING FUTURE

AIC RATING IS THE HIGH VOLTAGE (480V) BREAKER SHORT CIRCUIT RATING. THE MINI POWER CENTER IS RATED BY THE MANUFACTURERTO USE 10KAIC RATED 120/240V BRANCH CIRCUIT BREAKERS. (FAULT ON L.V. SIDE IS LIMITED BY TRANSFORMER IMPEDANCE.)

PANEL HAS INTEGRAL 15KVA TRANSFORMER

2

60

(E) SERVICE ENTRANCE 'SES'

T2

T1

S2

S4

S3

34

3

3

5

FUTURE RESTROOM BUILDING

PB

6

4

6

NEW PANEL 'H9A'

NEW PANEL L9A'

FIELD LIGHTING CONTROL

AND MONITORING CABINET

L9A-2

L9A-4

2 1

S1 S1

S2

H9A-1,3,5

H9A-1,3,5

H9A-7,9,11

H9A-7,9,11 H9A-2,4,6

H9A-8,10,12

H9A-14,16,18

H9A-20,22,24

WP WP

WP WP

7

7

no

rth

refe

ren

ce

ele

ctr

ica

l pla

n

job

date

revisions

(520) 326-3700(520) 326-1148

OFFICEFAX

1817.02

10- 0

3-1

9

EDG-WEST, INC.

Web Site: www.edg-ce.com

CONSULTING ELECTRICAL ENGINEERS

A. COORDINATE WITH OWNER SO THAT WORK CAN BE SCHEDULED NOT TO

INTERRUPT OPERATIONS, NORMAL ACTIVITIES, BUILDING ACCESS, ACCESS

TO DIFFERENT AREAS.

B. COORDINATE THE EXACT LOCATION OF EXISTING UTILITIES AND

EQUIPMENT PRIOR TO COMMENCEMENT OF WORK.

C. MAINTAIN ELECTRICAL CONTINUITY OF EXISTING SYSTEMS.

keynotes

1. ROUTE FEEDERS FROM TOP OF SERVICE ENTRANCE ENCLOSURE,

TIGHT TO BOTTOM OF STRUCTURE, TO EXTERIOR WALL.

2. CONTINUE CONDUIT FROM EXTERIOR WALL PENETRATION, DOWN

WALL, AND ROUTE UNDERGROUND TO NEW ELECTRICAL PANEL.

3. PROVIDE (3)#10, (1)#8 GROUND IN 1"CONDUIT.

4. (6)#10, (1)#8 GROUND IN 1.25" CONDUIT.

5. PROVIDE (2) SEPARATE CONDUIT RUNS OF

(6)#10, (1)#8 GROUND IN 1.25"CONDUIT.

6. PROVIDE (3)#10, (1)#8 GROUND IN 1"CONDUIT.

7. MOUNT ON WEATHERPROOF UNISTRUT WITH VANDAL RESISTANT

HARDWARE.

general notes

1e2.0

reference electrical plan1" = 30'-0"

ele

ctr

ica

l le

gend &

refe

ren

ce

pla

ns

job

date

revisions

(520) 326-3700(520) 326-1148

OFFICEFAX

1817.02

10- 0

3-1

9

EDG-WEST, INC.

Web Site: www.edg-ce.com

CONSULTING ELECTRICAL ENGINEERS

ELECTRICAL SYMBOLS

SERVICE, ETC. TO AND CONNECT AS SHOWN AND/OR AS REQUIRED.

MAGNETIC STARTER CONTROLS MOUNTED IN SECTION (SIZE AS NOTED).

MAGNETIC STARTER CONTROLS ETC. FURNISHED WITH EQUIPMENT, CONNECT

SPECIAL OUTLET - PROVIDE OUTLET, ASSEMBLE AND MAKE ALL EQUIPMENT

FUSTAT HOLDER WITH FUSTAT, ADAPTER AND SWITCH OR RECEPTACLE

DUPLEX CONVENIENCE RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTING.

DUPLEX CONVENIENCE RECEPTACLE MOUNTED UNDER COMMON COVER

TOGGLE SWITCHES - SINGLE POLE, DOUBLE POLE, 3-WAY AND 4-WAY.

LIGHT FIXTURE OUTLET - CEILING (LETTER INDICATES FIXTURE TYPE).

CONNECTIONS AS REQUIRED.

STUB-OUT CONDUIT TO LOCATION AS INDICATED. (IF NOT INDICATED STUB

TELEPHONE TERMINAL BOARD. 4' X 4' (OR SIZE AS NOTED) 3/4-INCH

FURNISHED BY OTHERS, ELECTRICAL CONTRACTOR TO INSTALL AND PROVIDE

T

WP WEATHERPROOF. (NEMA 3R)

BC BARE COPPER.

UG UNDERGROUND.

CWR CONTROL WIRING AS REQUIRED.

NL NIGHT LIGHT.

EDF ELECTRIC DRINKING FOUNTAIN.

RESPECTIVELY. WHEN NO TICK MARKS SHOWN PROVIDE TWO

CIRCUIT RUN IN OR UNDER FLOOR.

AS REQUIRED.

MAGNETIC STARTER AS NOTED.

DISCONNECT SWITCH, FUSED (PLAN).

DISCONNECT SWITCH, NON-FUSED (PLAN).

CEILING MOUNTED EXHAUST FAN.

WALL MOUNTED EXHAUST FAN.

THERMOSTAT OUTLET.

AS REQUIRED TO MAKE EQUIPMENT CONNECTION.

FLOOR TELEPHONE OUTLET.

TELEPHONE/DATA OUTLET ROUGH-IN, SINGLE GANG OUTLET AT RECEPTACLE

FLOOR DUPLEX RECEPTACLE.

DUPLEX CONVENIENCE RECEPTACLE WITH ISOLATED GROUND.

DUPLEX CONVENIENCE RECEPTACLE FLUSH CEILING MOUNTED.

MANUAL MOTOR STARTER WITH MOTOR RUNNING OVERLOAD PROTECTION

DUPLEX CONVENIENCE RECEPTACLE.

DUPLEX CONVENIENCE RECEPTACLE WITH ONE HALF SWITCHED.

QUADRAPLEX RECEPTACLE. (2-GANG BOX WITH 2 DUPLEX RECEPTACLES.)

MULTI-OUTLET ASSEMBLY (WIREMOLD PLUGMOLD 2100, U.N.O.).

LIGHT TRACK AND FIXTURE (LETTERS INDICATE FIXTURE TYPES).

STRIP LIGHT FIXTURE (LETTER INDICATES FIXTURE TYPE).

TOGGLE SWITCH WITH PILOT LIGHT (LIGHT INDICATING ON).

JUNCTION BOX.

LIGHT FIXTURE OUTLET - WALL (LETTER INDICATES FIXTURE TYPE).

LENSED LIGHT FIXTURE (LETTER INDICATES FIXTURE TYPE).

CIRCUIT RUN IN CEILING OR WALL.

CIRCUIT RUN TO PANEL, OR AS NOTED.

GROUND EXTEND AND CONNECT TO APPROVED GROUND.

TO ABOVE ACCESSIBLE CEILING INSIDE BUILDING OR UNDERGROUND IF

DISCONNECT SWITCH-NON FUSED (SCHEMATIC).

MOTOR OUTLET CONNECT AS REQUIRED.

DENOTES NEUTRAL, CIRCUIT, OR SWITCHED OR TRAVELER CONDUCTORS,

PANEL.

NOT IN CONTRACT.

NOT TO SCALE.

UNLESS NOTED OTHERWISE.

DISCONNECT SWITCH-FUSED (SCHEMATIC).

TTB

NIC

NTS

FBO

UNO

A

B

A

AA

A

J

P

M

2 3 4

GFI

J PM

F

F

A

J

EXISTING(E) or EXIST

EQUIPMENT GROUNDEG

ISOLATED GROUND PER NEC 250.146 (D).IG

CONDUCTORS. CONTRACTOR IS RESPONSIBLE TO PROVIDE CORRECT

HEIGHT, STUB-OUT 3/4-INCH CONDUIT TO ABV. CLG., U.N.O.

-SINGLE POLE, 2-POLE.

TELEPHONE OUTLET ROUGH-IN, SINGLE GANG OUTLET AT RECEPTACLE HEIGHT,

U.N.O. STUB-OUT 3/4-INCH CONDUIT TO ABV. CLG., U.N.O. 'W' DENOTES W

OUTSIDE OF BUILDING.)

WITH ADJACENT DEVICE.

A-C PLYWOOD WITH #6 BC GROUND TO MAIN ELECTRIC GROUND ELECTRODE.

TELEVISION OUTLET, SINGLE GANG AT RECEPTACLE HEIGHT, STUB-OUT

3/4-INCH CONDUIT TO ABV. CLG., U.N.O.

GROUNDGND

OR EXIT SIGN (CEILING MOUNT OR WALL MOUNT).XX

DOUBLE-GANG BOX MOUNTED AT RECEPTACLE HEIGHT, STUB-OUT3/4-INCH CONDUIT TO ABV. CLG., OUTLETS AND WIRING BY OTHERS.

2M

OR

DIAGONAL LINE INDICATES DEVICE IS MOUNTED AT ABOVE COUNTER HEIGHT.

DN DOWN

QUANTITY OF CONDUCTORS IN EACH CIRCUIT RUN.

PROVIDE INSULATED/ISOLATED GROUND CONDUCTOR IN CIRCUIT PER

NEC 250.146 (D).

'WALL' TELEPHONE OUTLET +53" AFF.

1817.02 Andrada High School Field & Court Lighting 10.15.19.pdfSheetsg1.0 - cover sheetg1.1 - abbreviations and symbolsx1.0 - site plan

Electrical.pdfe2.1.pdfe2.0.pdfe1.1.pdf