ECCL Section 3 Lighting Mech Planning

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  • 7/28/2019 ECCL Section 3 Lighting Mech Planning

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    EMERGENCY SWITCHBOARD

    IN SECONDFLOOR

    ELECTRICALROOM

    PROPOSEDPG&E TRANSFORMER

    1.5MVA, 12KV/480V

    ELECTRICALAND

    DATAROOM

    SPACE IN

    SECOND FLOOR

    ELECTRICAL

    AND DATA ROOM

    SPACE IN BLDGA

    ELECTRICAL

    AND DATA ROOMS

    SPACE BLDGD

    ELECTRICAL

    AND DATA ROOM

    SPACE IN BLDGB

    ELECTRICALPANEL

    FOR SPORTSFIELD

    LIGHTINGAND EQUIPMENT

    PG&ETRANSFORMER

    SECONDARYDUCT

    SPORTS FIELD LIGHTINGC ONTROL

    AND MONITORING CABINET

    SURGE PROTECTION

    DEVICEFORSPORTS

    FIELD LIGHTING

    SPORTSFIELD

    LIGHT FIXTURE

    DATA

    ENCLOSURE

    Z1 Z1

    Z2

    Z2

    Z1

    Z2

    Z2

    Z1Z1

    Z1

    (E) OUTDOORGENERATOR

    MAINSWITCHBOARD

    2000A / 480/277V

    3/4W

    IN SECONDFLOOR

    ELECTRICALROOM

    2

    E7.15

    3

    E7.15

    1

    E7.15

    3

    E7.13

    4

    E7.13

    ELECTRICAL

    AND DATA ROOM

    SPACE BLDGC

    DATAROOM

    BLDGCELECTRICAL

    AND DATA ROOMS

    SPACE IN BLDGB

    ELECTRICAL

    ROOM BLDGC

    DATAROOM

    INBLDG E

    2

    CG

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    C G C G

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    CF1

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    CGCGCGCG CGCGCGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCG CGCGCGCG

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    SHEET NOTES

    GENERAL NOTES

    A. PG&E, AT&T ANDCO MCAST SERVICE UTILITIES ARE SHOWN IN SCHEMATIC FORM

    ONLY. THE CONTRACTORIS RESPONSIBLE AND SHALL COORDINATE& VERIFY ALL

    SPECIFICREQUIREMENTS WITHEACH UTILITY COMPANY'S ENGINEEREDPLANSAND

    SPECIFICATIONSPRIORTO START OFCONSTRUCTION AND PROVIDE ALL FACILITIES

    PER EACHUTILITYCOMPANY'SRULES, REGULATIONS,STANDARDSAND SPECIFIC

    INSTRUCTIONS.

    B. THE CONTRACTORSHALLBE RESPONSIBLE TOCOORDINATE AND VERIFYALL

    TRENCHLOCATIONS, DEPTHSANDROUTINGWITH ALL TRADESPRIOR TO,AND

    DURING CONSTRUCTION.

    C. THE CONTRACTORSHALLBE RESPONSIBLE FOR ALL DAMAGETO (E)

    UNDERGROUND SYSTEMS (GAS, WATER, TELEPHONE, ELECTRICAL, SEWER,ETC.).

    THE CONTRACTORSHALLREPAIR AND PAY ALL EXPENSESFORDAMAGE TO(E)

    UNDERGROUND SYSTEMS ASA RESULT OF(N)WORK.REPAIR TO DAMAGED

    UNDERGROUND SYSTEMS SHALL BE TO THE SATISFACTIONANDWITHOUT

    ADDITIONAL EXPENSE TO THE SCHOOL DISTRICT.

    D. SEE SINGLELINE DIAGRAM FOR FEEDERCONDUIT& CONDUCTORSIZES.

    E. SEE SYSTEMS DIAGRAMSFORCABLINGREQUIREMENTS FOR DATA, TELEPHONE,

    CATV, CLOCK/PASYSTEMS, CCTVANDALL OTHERLOWVOLTAGESYSTEMS.

    F. THE CONTRACTORSHALLCOORDINATE ALL ELECTRICAL, TELEPHONE,ANDDATA

    SERVICE INSTALLATION AND/OR DEMOLITIONWITH PG&E, AT&T, AND COMCAST.

    G. PROVISIONSSHALLBE MADE TO DISCONNECTEXISTING SERVICE EQUIPMENTAND

    RECONNECT NEW SERVICE EQUIPMENT WITHMINIMA LPO WERDISR UPTION.

    H. STUBA MINIMUMOF FOUR(4)4" CONDUITSANDTWO (2)31/2" CONDUITSINTO ANEXTERIORPULLBOXADJACENT TONEW SWITCHBOARD.

    I. COORDINATEEXACTLOCATIONSOF ALL ARCHITECTURAL,MECHANICAL,PLUMBING,LANDSCAPING AND CIVIL EQUIPMENT WITHA RCHITECTURAL, MECHANICAL,

    PLUMBING, LANDSCAPING ANDCIVILDRAWINGS.

    J. CERTAIN FEEDERANDBRANCH CIRCUIT WIRESIZES HAVE BEENOVERSIZEDTO

    COMPENSATEFORVOLTAGEDROP. SPLICEWIRESTO COMPATIBLESIZESFOR

    TERMINATION,ADJACENT TO EQUIPMENTCONNECTAS REQUIRED.

    K. ALL CIRCUITSGREATERTHAN 100'IN LENGTHSHALLBE #10 AWG MINIMUM,U.O.N.

    L. ALL EXTERIOR LIGHTING CIRCUITS GREATERTHAN100'IN LENGTHSHALLBE#8

    AWG MINIMUM, U.O.N.

    M. CONTRACTORTO CIRCUIT ALL EXTERIOREMERGENCYLIGHTING FIXTURESTO

    EMERGENCY INVERTERLOCATEDIN BUILDINGE ELECTRICAL ROOM. CONTRACTOR

    SHALL PROVIDE ALL PARTS AND PIECESNECESSARYFOR AFULLY FUNCTIONAL

    EMERGENCY LIGHTINGINVERTER SYSTEM.SEEDETAIL ON E7.19FORMORE

    INFORMATION.COORDINATE AND VERIFYWITH THE ELECTRICALENGINEERTHE

    EXACT QUANTITIESAND LOCATIONSOF THE FIXTURESTHAT WILLBE CONNECTEDTOTHE EMERGENCYLIGHTING INVERTERPRIORTO ORDERINGTHE LIGHTING

    INVERTER.

    N. THESE DRAWINGSARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS

    PRINTED ATSIZE ON 11X17PAPERSHOULD BEDOUBLE THE SCALE RATIO

    INDICATED ONTHE DRAWINGS.

    1 CIRCUIT EXTERIOR PARKING LOT LIGHTINGTOLIGHTINGCONTROLPANELIN

    BUILDING'E'

    THE CONTRACTOR SHALL PROVIDE POLE OR BUILDINGMOUNTEDLEDFLOODLIGHT

    FOR STAGE AREA.COORDINATE SWITCHLOCATIONS WITH OWNER PRIOR TO

    INSTALLATION.

    2

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDG

    C

    BLDG

    A

    BLDGB

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N

    1EXTERIOR LIGHTING GROUND LEVELSCALE: 1/32" = 1'0"

    E1.02168 640 32

    SCALE: 1/32" = 1'0"

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    CHCH

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    SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF ALLLIGHT FIXTURES, EXPOSED CONTROL DEVICES AND LIGHTSWITCHES. VERIFY CEILING TYPE WI TH ARCHITECTURALDOCUMENTS AND COORDINATE TRIMS. PROVIDE ALL REQUIREDFIXTURE MOUNTING HARDWARE. COORDINATE FIXTURE TYPES WITHMOUNTING SURFACE PRIOR TO ORDERING.

    GENERAL NOTES

    1.

    3. SEE DETAIL SHEETS FOR LIGHT FIXTURE MOUNTING DETAILS.

    4.

    PENDANT FIXTURES SHALL BE FREE TO SWING A MINIMUM OF 45DEGREES FROM THE VERTICAL IN ALL DIRECTIONS WITHOUTCONTACTING OBSTRUCTIONS, OTHERWISE PROVIDE SEISMICRESTRAINT.

    2.

    ALL CIRCUITS GREATER THAN 100' IN LENGTH SHALL BE #10 AWG MINIMUM,U.O.N.

    THESE DRAWINGS ARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS PRINTED AT SIZE ON 11X17 PAPER SHOULD BE DOUBLE THESCALE RATIO INDICATED ON THE DRAWINGS.

    5.

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDG

    C

    BLDG

    A

    BLDGB

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N

    1EXTERIOR LIGHTING 1ST FLOORSCALE: 1/32" = 1'?0"

    E1.03168 640 32

    SCALE: 1/32" = 1'0"

  • 7/28/2019 ECCL Section 3 Lighting Mech Planning

    3/22

    CH CHCH CH CH

    CH

    CH

    CH

    CH CH

    CH CH

    CJ

    CJ

    CJ

    CJ

    CJ

    CJ

    SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF ALLLIGHT FIXTURES, EXPOSED CONTROL DEVICES AND LIGHTSWITCHES. VERIFY CEILING TYPE WI TH ARCHITECTURALDOCUMENTS AND COORDINATE TRIMS. PROVIDE ALL REQUIREDFIXTURE MOUNTING HARDWARE. COORDINATE FIXTURE TYPES WITHMOUNTING SURFACE PRIOR TO ORDERING.

    GENERAL NOTES

    1.

    3. SEE DETAIL SHEETS FOR LIGHT FIXTURE MOUNTING DETAILS.

    4.

    PENDANT FIXTURES SHALL BE FREE TO SWING A MINIMUM OF 45DEGREES FROM THE VERTICAL IN ALL DIRECTIONS WITHOUTCONTACTING OBSTRUCTIONS, OTHERWISE PROVIDE SEISMICRESTRAINT.

    2.

    ALL CIRCUITS GREATER THAN 100' IN LENGTH SHALL BE #10 AWG MINIMUM,U.O.N.

    THESE DRAWINGS ARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS PRINTED AT SIZE ON 11X17 PAPER SHOULD BE DOUBLE THE

    SCALE RATIO INDICATED ON THE DRAWINGS.

    5.

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDG

    C

    BLDG

    A

    BLDGB

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 0 6. 20 13 P LA NN IN G A P PL IC AT IO N

    1EXTERIOR LIGHTING 2ND FLOORSCALE: 1/32" = 1'?0"

    E1.04168 640 32

    SCALE: 1/32" = 1'0"

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    FIXTURE

    CODE

    LAMP

    WATTS

    LAMPTYPE VOLTS DESCRIPTION MOUNTING MANUFACTURER REMARKS LOCATIONS

    Z1 LED 277 POLE GARDCO GULLWING

    GL18 1 4 130LA NW

    UNIV(COLOR AS

    DIRECTEDBYTHE

    ARCHITECT)

    PARKING LOTPOLEMOUNTEDCOSMOPOLIS LEDFIXTURE.TYPE4

    DISTRIBUTION. DIECAST ALUMINUMHOUSING.

    ABRASIONRESISTANTPOWDERCOATFINISH.

    TEMPEREDGLASSLENS.UL WET LISTED.HIGH

    REFLECTANCE ALUMINUMREFLECTOR.

    130W

    LIGHT FIXTURE SCHEDULE $ EXTERIOR

    PROVIDE 20'$0"TALL,5" CRUCIFORM

    POLEFORMOUNTING FIXTURE.

    FINISHOF POLESHALLMATCH

    FIXTURE.

    Z2 LED 277 POLE GARDCO GULLWING

    GL18 2 4 130LA NW

    UNIV(COLOR AS

    DIRECTEDBYTHE

    ARCHITECT)

    PARKING LOTDOUBLEHEADPOLE MOUNTEDCOSMOPOLIS

    LEDFIXTURE. TYPE4DISTRIBUTION.DIECAST

    ALUMINUMHOUSING. ABRASIONRESISTANT

    POWDERCOATFINISH.TEMPERED GLASSLENS.UL

    WET LISTED. HIGHREFLECTANCEALUMINUM

    REFLECTOR.

    230W PROVIDE 20'$0" TALL, 5" CRUCIFORM

    POLEFORMOUNTING FIXTURE.

    FINISHOF POLESHALLMATCH

    FIXTURE.

    H1 55W LED 277 GARDCO

    101L$3$55LA$NW$UNIV

    WALL

    MOUNTED

    EXTERIORWALL

    MOUNTED

    16$1/4"Wx 7"Hx 9"DQUARTERTRAPEZOIDAL WEDGE

    SHAPEDLEDSCONCE, DIE$CASTALUMINUM

    HOUSING (COLORAS DIRECTEDBY THE ARCHITECT).

    SPECULARFACETEDREFLECTOR,IMPACT

    RESISTANT TEMPEREDGLASS LENS,FULLY

    GASKETED, UL/ CULWET LABEL, WIDETHROW

    DISTRIBUTION. CONSTANTWATTAGEUNIVERSAL

    VOLTAGE ELECTRONICDRIVER.

    CG BEGA

    6503 LED31W36W LED 277 SURFACE EXTERIOR

    CANOPY

    CH

    CJ

    EXTERIOR

    CANOPY

    EXTERIORHIGH

    CANOPY

    SF1 SPORTSFIELD

    LED 277

    LED 277

    RECESSED KIRLIN

    LRR$08440

    38W

    BEGA PRODUCT, TWO PIECE DIE$CASTALUMINUM

    PROVIDEDWITH MEANS FOR DIRECT ATTACHMENT

    TOTHECEILING OVER OCTAGONAL WIRINGBOX.

    TEMPEREDCLEARGLASS,RETAINEDBY A ONE

    PIECE,DIE$CAST ALUMINUMSTEP BAFFLEFRAME.

    SUITABLEFORWET LOCATIONS. PROTECTION

    CLASS IP65.

    SURFACE

    SEALEDANDGASKETED LED DOWNLIGHT.SUITABLE

    FOR WET LOCATIONS.PROTECTIONCLASS IP65.

    CREE

    ESA C10 WD S28D277

    10" CYLINDERDOWN LIGHT DESIGNEDFOR28 HIGH

    OUTPUTLEDS.TWO PIECEOPTICALASSEMBLY

    PROVIDESA BROAD, EVENLIGHTDISTRIBUTION,

    COMBINING LOW BRIGHTNESS, WITHMAXIMUM

    VISUALCUTOFF AND EFFICIENCY. SUITABLEFOR

    WET LOCATIONS.PROTECTION CLASS IP65.

    POLE MUSCO

    1500MZLSG480V

    / 3PH

    METAL

    HALIDE

    9000W MUSCO SPORTSFIELDPOLE MOUTEDLIGHT

    FIXTURE WITH (6) 1500 WATTMETALHALIDE LAMPS.

    REFER TODETAILSSHEETSFOR

    ADDITIONALINFORMATION.

    54W

    CF1 KENALL

    MR17FL PIA 40L35K

    277

    40W LED 277 SURFACE STAIRCASE

    EMCF1

    MR17SERIES $LEDLOW PROFILEHOUSING.

    HIGH$BRIGHTNESS ANSI3500K, WHITE LEDARRAY.

    277VHIGH POWER FACTORELECTRONIC DRIVER.

    KENALL

    MR17FL PIA 40L35K

    277 LEL

    40W LED 277 SURFACE STAIRCASESAMEAS FIXTURE TYPE'CF1' WITH INTEGRAL

    EMERGENCYBATTERYPACK ON UNSWITCHEDHOT

    FROMSAME LIGHTINGCIRCUITAS FIXTURE.

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDG

    C

    BLDG

    A

    BLDGB

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N

    E5.01C

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    CONTRACTOR SHALL ENGAGE FOUNDATION DESIGNER. POLE BASE FOUNDATION & REBAR SHALL BE DESIGNEDBY QUALIFIED FOUNDATION DESIGNER WHO IS FAMILIAR WITH SOIL CONDITIONS AND POLE LOADING.

    3FLUSH LIGHT POLE BASENOT TO SCALE

    NOTE 1. BELOWSEE DETAIL

    MINIMUM

    MINIMUM 5'6"

    DETAIL NOTES

    1.

    NOTE 1. BELOWSEE DETAIL

    1'6"

    POURING CONCRETECAP CONDUITS BEFORE

    FINISHED GRADE

    HAND HOLE

    BASE COVER

    RIGID STEEL ELBOWS WRAP

    VERT REBARS #4, GRADE 40 MINIMUM

    CONCRETE BASE MINIMUM 3500 PSI,COMPRESSIVE STRENGTH 28 DAYS MIN

    WITH PVC TAPE OVERLAP 50%

    GROUND CONDUCTOR

    PVC SCH40 FROM RIGID STEEL ELBOWS TO

    NEXT FIXTURE (SEE PLAN)

    GROUNDING LUG

    GROUT

    BUSHING

    LUMINAIRE POLE

    CIRCLE WITH POLE MANUFACTURERANCHOR BOLTS VERIFY BOLT SIZE & BOLT

    TIES REBARS #4, GRADE 40 MINIMUM

    0'4"

    4RAISED LIGHT POLE BASENOT TO SCALE

    CONTRACTOR SHALL ENGAGE FOUNDATION DESIGNER. POLE BASE FOUNDATION & REBAR SHALL BE DESIGNEDBY QUALIFIED FOUNDATION DESIGNER WHO IS FAMILIAR WITH SOIL CONDITIONS AND POLE LOADING.

    NOTE 1. BELOWSEE DETAIL

    MINIMUM

    MINIMUM 5'6"

    DETAIL NOTES1.

    NOTE 1. BELOWSEE DETAIL

    1'6"

    POURING CONCRETECAP CONDUITS BEFORE

    FINISHED GRADE

    HAND HOLE

    BASE COVER

    RIGID STEEL ELBOWS WRAP

    VERT REBARS #4, GRADE 40 MINIMUM

    CONCRETE BASE MINIMUM 3500 PSI,COMPRESSIVE STRENGTH 28 DAYS MIN

    WITH PVC TAPE OVERLAP 50%

    GROUND CONDUCTOR

    PVC SCH40 FROM RIGID STEEL ELBOWS TONEXT FIXTURE (SEE PLAN)

    GROUNDING LUG

    GROUT

    BUSHING

    LUMINAIRE POLE

    CIRCLE WITH POLE MANUFACTURERANCHOR BOLTS VERIFY BOLT SIZE & BOLT

    TIES REBARS #4, GRADE 40 MINIMUM

    3'0"

    1NOT USEDNOT TO SCALE

    2NOT USEDNOT TO SCALE

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDG

    C

    BLDG

    A

    BLDGB

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N

    E7.13

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    Ground Line

    Steel Pole

    Pre-StressedConcrete Base

    Concrete Backfill

    Bury Depth

    HoleDiameter

    ExistingSoil C onditions

    Note:

    Foundation design based onassumed soil conditions ofClass 5 Material per IBC or

    UBC.

    Concrete backfill must have aminimumcompressivestrength of 3000psi after 28

    days.

    PoleLocations

    #Fixtures

    per PoleBase

    WeightHole

    Diameter

    BurialDepth

    Dressed PoleWeight*

    *Weight of steel pole

    and fixtures.

    A1, A2, B1,B2, C1, C2

    6 3810 30" 14' 2279

    Mounting

    Height

    80'

    Prelimina

    ryFound

    ation

    Detail

    Notf

    orConstr

    uction

    10 ft

    (3 m)

    2 ft

    (600 mm)

    Galvanized steelpole

    Precas t concretebase

    Musco Light-Structure System pole(s)Green Generation luminaires

    80FT

    Ground level

    Electrical

    componentsenclosure

    Poletop luminaire

    assembly

    (6) 1500 W METAL HALIDE MUSCO

    POLES A1, A2, B1, B2,

    C1, C2

    2MUSCO FOUNDATION DETAILSNOT TO SCALE

    3LUMINAIRE ASSEMBLY

    MUSCO TYPICAL POLETOP

    NOT TO SCALE

    1CONTROL-LINK CONTROL AND MONITORING SYSTEM - DIGTIAL CELLULAR AND SCHEDULESNOT TO SCALE

    2E7.15

    POLE DEPTH AND SLURRY

    REQUIREMENTS SHALL BE PERGEOTECH REPORT,STRUCTURAL ENGINEER AND

    MUSCO'S ENGINEERINGDOCUMENTS

    NO. DATE

    DATE:

    DRAWN BY:

    PROJ ECT NU

    SHEET TITLE

    SHEET NUMB

    ALL DRAWINGS A

    CONSTITUTE ORIG

    ARCHITECT AND

    DISCLOSED WITH

    PROJECT NAM

    APPROVALS

    DSA PROJECT

    KEY PLAN

    ADDRESS

    CHECKED BY

    CONSULTANT

    1. 06.08

    BLDGE

    2. 02.08

    DE

    D

    CON

    3. 03.22.4. 04.18. . .

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    EXTERNAL INPUT CIRCUIT BREAKER

    PROTECTING SYSTEM MUST BE A

    THERMALMAGNETIC MOLDED CASE,HIGH INRUSH TYPE (TRIP CURVE D)

    24kW EMERGENCY INVERTER

    *

    *

    AC INPUT DATA

    FEATURES BATTERY DATA AC OUTPUT DATATOTAL OUTPUTLOAD NOT TOEXCEED UNITVA

    124kW EMERGENCY INVERTER (MODEL NO. 277277E3.75BD2014Z)NOT TO SCALE

    1100 47th AvenueEmeryville, CA 94608

    NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS

    DATE:

    DRAWN BY:

    PROJECT NUMBER:

    SHEET TITLE

    SHEET NUMBER

    ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN

    CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE

    ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR

    DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT

    TRUENORTH

    PROJECTNAME

    PROJECTNORTH

    Emeryville Centerof Community Life

    APPROVALS

    DSA PROJECT TRACKING#

    KEY PLAN

    ADDRESS

    CHECKED BY:

    CONSULTANT

    dskarchitects

    1 . 06 .08 .2012

    BLDGC

    BLDG

    ABLDG

    B

    BLDG

    DBLDG

    E

    2.50% SCHEMATICDESIGN

    02.08.2013 50% DESIGN DEVELOPMENT

    DESIGN/BUILD

    DOCUMENTS

    NOT FOR

    CONSTRUCTION

    3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N

    E7.19

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