E1
VICINITY MAP
-C)ocs, __
STG-9 Blt"""'~ 9 ...... 1.00f!_
\-·-- q \ 9 .,,,.. ., ~ ~~~
_,. c~~ 9
PULLBOX DETAIL
END BELL
FITTlNCS (fl'P)
(E)CONOUIT~
6"CRUSHED
ROCK BASE
SEALANT ON CONDUIT
STIJB-UPSAFTER
CONDUCTOR INSTALI..ATIOtlS
PULLBOX
_,,,,,,,.--=~r951)
CRUSHED ROCK
AROUND CONDUITS
BOX EXTENSION
ASREOUIREO
----- GROUND ROD 5/8"♦ X B'L WITH
C'-'MP
SINGLE LINE DIAGRAM
NOTES:
,,,,,,.--SERVICE\1/EAlHERHOO
(N) SEIMCE STACK
(N) 1"RMC, 3 #2 THWN CU
(N) 1 1/4"RMC, 3 #2 THWN CU+ #8 EGC
CD1i:,p~6}2~~~ :/.0~~~
(PANEL .!t CB SHORT CIRCUIT RATING 10 K,IJC)
SCOPE OF WORK
NEW GENERAL ADVERTISING SIGN
14'X48' DIGITAL SINGLE DISPLAY
• 55'-0" OVERALL SIGN HEIGHT
PROJECT DAT A
LOCATION: 630 LAURELWOOD RD, SANTA CLARA, CA 95054
CONSTRUCTION TYPE; OUTDOOR ADVERTISING SIGN
JURISDICTION: CITY OF SANTA CLARA
APPLICABLE CODES:
2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA CLARA
AMENDMENTS
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA ENERGY CODE Af<A ENERGY EFFICIENCY STANDARDS (EES)
PROJECT TEAM
OWNER & CONTRACTOR·
OUTFRONT MEDIA, INC
1695 EASTSHORE HIGHWAY
BERKELEY, CA 94710
CONTACT: BRYAN SCOTT
TEL: (510) 559-1139
Fl FCTRICN ENGINEER·
ZEIGER ENGINEERS, INC.
478 3RD STREET
OAKLAND, CA 94607-3834
RONALD ZEIGER
TEL: (510) 452-9391
E-MAIL: RONOZEIGERENGINEERS.COM
LEGEND AND ABBREVIATIONS METER / MAIN MOUNTING DETAIL (N) ELECTRICAL SITE PLAN LEGEND
~ HOMERUN CONDUIT ~D CONDUCTORS TO A P~EL 'A' CIRCUIT 1; SLASH MARKS INDICATE AFG NUMBER OF CONDUCTORS, 2 #12 AWG + 1 ,we #12GNO,UOO C
------ CONDUIT UNDERGROUND CB
co
-OH- CWERHEAO WIRES cu
12: CONDUIT UP G,GND
CONDUIT DOWN GEC
JP
''" ® METER
+ GROUND TO EARTH 171
r. CIRCUIT BREAKER
:,,
POC
NELITM.UNK PVC
RMC
" D P\Jll.BOX w ... V
PANEL w
LOAD CALCULATION
CALCU~TEO TOTAL LCW) • 19196 W X 1.25 • 23995 W
MINIMUM SERVICE RATING: 23995 W : 240V • 100 A
SERVICE SIZE SELECTED: 100A, 120/240V, 1f. JW
PYLON~
~ 4"RMC,3#2
TO SlG~U Pt.it~ A1ND
TOPOFP'rl.ON
100A/2P METER/MAIN
GRADE\
(E) STORAGE
BUILDING
!
(E) CKT JO BE VE•FlED IN FlElJJ~
(E)JP
/,
' '
0 (E) STORAGE
BUILDING
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Project Engineer
RONALD ZEIGER
Dote 07/13/20
Stole f,S SHOWN
Drown STAfF
4682
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Revisions No.
Scale
Date
Drawing:
OF
Approved
Mapping
Job No
Field
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CSI-OAKDALE.COM
11 2019178TP
12/16/2019
1"=10' / 1"-60'
BC
BC
BC
2019178TPCITY OF SANTA CLARA COUNTY OF SANTA CLARA STATE OF CALIFORNIA
Feet
0 60 120
Feet
0 10 20
----
~1 ~
~ 2930
• J/4• BRA55~N IN \\HL
103.88'
LAURELWOOD ROAD 2u4
N6J"5J'QQ"[ 58790 ' 5/4 • BRASS IN IN WELL
Nmo•,,•, - WO.n'
1 ae,oy - -- - -- - --r --
IP&OO©ll!ll.:.
~~'il "fl
APN 101-1 3- 004
5 ' WIRE CLEARANCE
EASEMENT
PER E561 O.R. 556
AS SJ-/OWN ON 480 M 17
I
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t------------, 11 §I
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UNDERGROUND Ull LI TIESSHOWH AREBASE DON
11-IESUR \IEY.NOUNDERGROUND LOCAllONWAS ELEVATION: J1.2 1 FUT DATUM NA\otl88
POINT I.O., 5
DESCRIPTI ON:M AGNAIL AND SIIINER
LOCATION: SliOWHHE REONll-l lSM"I'
CALL UNOEPGROIJND SER~CE ALERT (USA) 48 HOURS PRIOR TO AN Y UNDERGROUND WORK ~~c ~oru,~~
NO..SST!IAC T OFTITLE.TITLECOlolMI Tl,IENT, NORRESU LTS OFA TITLESEA RC>lWERE ~~~N~~doTH~"~i~YE~R~~&t 1Nc. THERE MAY Ex1sT DOCUMENTS or RECORD THAT EXPIRATIONDATE:DECEMBERJ l ,202 1
12/16/ 2019
----
A SUR'IEY CONTROL POINT
@ SUR'IEYMONUMENT'>FOUND
"l'N ASSESSOR'SPAACEL NUMBER
AC ASl'HALllCCONCRETE
BP BOLL.ARO
0 NATIJRALGR OUND
0.R OFFICI AL RECORDS,SANTACLA RACO.
T TREE
TC TOPOFCURBA T FACE
~I srn,,cca,rn'" r
,so~;~
oc
POSED
ELECTRICAL
CONNECTION
EXISTINGUTIU TYUNES
--[ - [ - [ -
UNDERGROUNDELECTRICAL
---- 00 ----
0\IERHEAD UTIUTY LINE(S)
--SD - SD - SD -
STORM UNE
-~-----CH Al N ll NE f EN CE U NE
QCLEANO\JT
C
(i
CHAPPELL
SURVeYING INC
Full Flag billboard (14' x 48').
55' tall overall.
Public Storage sign cabinets to be mounted to
front and back of Black billboard pipe as shown.
Sign cabinets to be 8' tall and l 2' wide.
Mounted at 35' to top of sign.
Internal LED illumination .
Flex face with vinyl graphics .
EQUITY
SIGN GROUP
FULL SERVICE • DESIGN, MANUFACTURE, INSTALL
Olll"FRONft
media
ADDRESS Public Storage
DATE 8-26-19
DRAWING NUMBER OUI S-26-19
~ M
I 1rr:.::., I
·r . .=,
r··
TYPICAL HAND RAIL CONNECTION
PLAN VIEW
~ro.51'.ot1.o-- .-.o.o- -~ ~
·=_/ 1
·=, = __,,,,
- \
- ----- ------ i~-t-
ELEVATION
- ~cur.G-450
0R "".llW.(31<1'<:l1.M1'1>1'1'1:
a:.IN ~ )
COLUMN-TORSION CONNECTION
SAFETY CABLE MOUNTING
SECTION F-F THRU SIGN
~'-1~-r,-
'"
"'"· ,,.
~
.,_,
G.o.. 2 114' 1 112'
,F ..
-t- -
= .. "~
UPRIGHT-TORSION CONNECTION
SECTION A-A
SAFETY CABLE TENSION TYPICAL WALKWAY DETAIL
~I
l'LM LLOGI:!!. ••::::11/J,'4 '
, .... , cur~
L 3""3", IJ4' , '4J;,I '
I IJJ'l'I:: ♦ ♦ ':JJ,,'~~
11//J' 1 1/0'
SUPPORT LEDGER DETAIL (DAKJ 5000
COLUMN SPLICE DETAIL
,,,.- , .. _.,
W"l.R,N,,_Y
'
'
WALKWAY MOUNTING DETAIL
NOTES ANO SPECIFICATIONS
(APPl.YUJ<ILESSOTHEAWISENOTEOONPERMITOAAWING)
WIND DESIGN • SIGN STRUCTURE WINO LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10 SECTION:?11,1.1
:-:~~~~~~: 110 t.lPH (3 SECOND GUST)
El(f'()SURE:C
~:~~T~:fti.~~~~~~ {AVERAGE). ,1.4 PSF(MA)(lt.1Ut,1)
Nl'f SIGJ<I COt.lPONEmS NOT SPECIFICAI.LY DET...iLEO ON THESE DRA.WINGS BUT ATTACliEOTO THE STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE INFORMATION NMNE.
SEISMIC OESIOH • SIGN STRUCTURESEISMICLO.-.OS ARE OETERNIINEO IN ACCORDANCE WITH ASCE7-10 CHAPTER 15USING DATA FORSIGNS AtlD BILI.BOARDS FROMTABt.E 15A-2 • RISl<CATEOORV, 11
~=~RESPONSEACCELERATIONS :S.•0.66-1, So • 0.262
~:~==:oc:~~ENT"S:Soo• 0.557, So, •0.327
FORCERESISTINGSVSlEt.l : CANTILEVEREOCOI.U t,IN
OESIGNBASESliEAR : 3.S2IOPS
SEISMICRESPOHSECOEFFICIEl'IT(C.) : 0.186
=~~i:;:..,~:~~~O:J~1!·~DANCEWITH SECTION 12.8 "EQUIVALENT LATERAL FORCEPROCEOURE " USINGTHEOESIGNDATAI\BOVE
EXPANDED MIEt,t.L OAATINO • EXP.-.NOEO METH. GAATll'IG SHH.I. 8E MNIUFACTUREO FROM CARBON $TEB_ IN CONFORMANCE WITH THE EXP.-.NOEO METH. MANUF-'CTURERS ASSOCIA.TION (EMMA) STHlOAAO N0. 1567-$11, 'STAtlOAAOS FOR EXPANDED METH- ' EMW.ISAOIVISIOJ<I OF THE NATIONAL ASSOCIATION OF ARCHITECTIJF!Al. METH. MNIUFACTURERS (NAAMM~ PAIMTlNO •ALLSTRUCl\lRALSTEE L. EXPOSEOTOWEATHER.SHALLBESl-fOPPRlt,IEOANO PAINTED IN ACCORDANCE WITH AISC 335 (SPECIFICATION) ANO ...isc 303 (STAtlOARO PRACTICE).
COHCREtE • CONCRETE SHM.l. BE PROPORTIONED WITH TYPE II CEMENT AtlO '°"VE A Mll'IIMUM COlof"RESSIVE STRENGTH OF :l000 PSI AT 28 DAYS. CONCRETE TO BE PLACED IN ACCORONICE WITHACl31 1 WITHAMAXNIJMSLUMPOF,•.
WEl.OINO • ALL WELDING MATERIALS .-.NO COMPONENTS SHALL BE IN COMPUANCE WITH AWS
01.1. BOt.TS-AU.REGUlARSltALLCONFORMTOASTMA--307 . lilGliSTRENGTliBOLTSSHALL CONFORM TO ASTM A-325. AU. BOLTS SHALL BE INSTH.LEO TO A SNUG TIGHT CONDITION UNLESS NOTED TOBE PRE-TENSIONED (PT). PT BOLTS Stw.LBE FULLY TENSIONED PER AISC TURN OF ~I~~~ OF A TURN PAST A SNUGTIGHT CONOITION)OR OTHERAISCAPPROVEO FOUNDATION: ROUND COLUMN FOOTING · EMBEQt,IENT OEPTli FOR FOOTING ODES NOT APF'l.Y TO LOCATIONS WHERE WM.LS OF TliEHOLE WU NOT STANO WITliOUT SUPPl.EMENT-'L SUPPORT. OR WliERE IJNCOt,IPACTEO FLL OR ORGANIC FILL EXISTS . FOUNDATION IS DESIGNED UTILIZINGLATERALBEAR INGPER IBCSECTION1806.3.-'LLOWABLELATERALSOLPRESSUREPER IBC TAIILE 1806.2 1S100PSF IFT (CLASS5-TYPE:CLAY , SAl<IOVClAY.SILTYCLAY . CLAVEYSIL T.
SILT AtlO SANDY SILT). DESIGNED lATSW.SOIL PRESSURE I-IASBEEN MULTIPLIED BY 2 PER SECTION 1806.3., . VERIFY SOIL TYPE DURING EXCAVATION. NOTIFY ENGINEER OF Nii DISCREPANCY.
IPECIALINSPECTIONS•SPECIALINSPECTIONSAREREOUIREOPERCHAPTER17FORTliE FOLLOWING ITEMS:
- lilGli STRENGTli BOLTS: PERIOOIC INSPECTION TO REVIEW BOLT TYPE AtlO TENSION STRUCTURAL WELDING SPECW. INSF'ECTIONS REQUIRED ABOVE SHALL BE COMPLETED DURING FABRICATION OFW.TERIAI..SWHETI-IER IN S1-fOP OR FIELD
st£EL F"9RICATOft -AU. STRUCTURAL STEEL SI-IAI.L BE SHOP FABRICATED BY THE FOLLOWING CITY OFLOSAtlGELES OEPARTMENTOFBULDINGANOSAFETY APF'ROVEO FABRICATOR•
PAGESTEEL
2D'IOINOUSTRIALORI\IE
PAGE, ARIZONA86040
THEUNOERSIGNEDENGINEERWILLNOTSUPERVISETHEFHIRICATIOJIORERECTIOJ<IOFTiilS
STRUCTURE
TIHS PRMI ST!iEPROl'EIITT'OF
~~rr~f~~~SY
NfYOTHCR USE ORREP~Ol l&PROHBITt:O
WITfCIUT "111TTE~AUTliORIV-TIOl<FR()lj
1/f),l(_iOUTOOOR.ll'IC.
OVTFRONT MEDIA
630 LAUR.ELWOOD
SANT A CLARA, CA
U25North24lh5treet,Suite200
Phoelllx,Arlzone85016
Ptin : (602)230-8634 Fax: (602)230-9071
l4'x48'
SINGLE POST
FULL FLAG
SINGLE FACE
LED READY
G-IXXXX FS FS
J J/04//9
51 of J
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$TAIIOf(,U,)!(WHA
~~!~g~~ l/1'1 ~ D•UGfCOt.lMISSIOllm
CERTIFICATE OfCOMP1.IAHCl NIICC·ll5-E
Tltlsd«ume11f/JI/Sffto«mOIUITOtta,mplionceMfll~ fS O'l..lliQ.1,.llli!.U,tul2.Q.l1JIU.tHQ.l. ond ~ /Ol·liJhtitlllKOl'fl<IS"'9lho!pmcripl/w porll. E, ltslQM0nd/,off ,cJ/gMDrflkll~I0~whllp,ffCtipfM~IJfJHt..up,lionsf0 ~ oNldollCNflfHI0tomplelfl his ~do(ume11t . rojectNi,,,,_: 6301.AUII.ElWOOORO.SANU,CVJIA- OIGITAlllU.IOAAO ,..,oject AddrHS: 6301.AUII.ELWOOORO. SANT ... CI.AAA.CA~ I"- GENERAL lHFORMATION
01 "'ojecllOCl!lonjclty)
02 OimaleZOne
03 0 Bulklircls i, l,ei,llhan,fadlity
Paae1o f •
07/ 13/l02 ui
TablflnJtrucllaru : lndude<Ht'lllluminated •igmthoronw,rhintMsa,peo{111fpermi1app/lco rionandon:dem,w1motlngcomplianceu.i"ll 1llfprnulpr iw porhau1/innJ/11 ltua.a. or Wl.l/lllliM. /Mahffllli oni. Exit .<l;n•ond 1ro/flc.<lpM1N11 notrrq,,lrflJ 1acompq wllllpttJcnptlw (f'llulffflW'IIIJfJHt""tpt/ons ta t.lef!Cl.londdono l Mnl ta plmpStltllllS"""fJllonc t ~IIL WA/WING: C/IOng,1191/wComp,lo,lctMelhodilll/l/Jlobkw!/1,eJulrilll,v~liollo/dolop,r,lou1 /y~I. /f>'O<lflfHlachongt f/te mplloname 1hod.pkose01)<!1tOllfWfol/l, Muse "SoYf.ts".
01 02
~;::;; I eom?1et, 51gno.ocnp11on I SlgnSU t 111'
I I Complilln<e Melhod'
OOTN0 TE:Sig110/rtrOl'lonst/lo1kffOSfrMCOtV>ttttd'i,lot"'1i'.lood.~-rewiremare rllonSO!lla/tMbalam.o,reloca1t111fJ/ gt,IO0di//fftntlocatlon11WJtCO mp/)I wltll fall_ Stt ~ Jo,,_-,der oils.
'TIit ENEII.Gr VER/f/ED LabtlcompJianam tlhodl< Clll,yoppllcob/tljlllf,.,,.llofo Pf'/IIO""ll~jocl"')' ·IM!okd, ENERGrVERtf/EDlobtl<trt /(itdll!I UL otcompatObSI, a,11flrm/11gtllfslg11compi /n wllll .tHQA. Noltl,,.,tUS"'90tt ENEIIGrV£RlflEDlobtl/Ja11ap 1.,,,.,1a,mpt;onceporl\MIOIIIOlldola,yrtt1 ~•- Sttt l>t too/l/psja, l llls 1oblt/ormort1Htolls .
JTAfE O,CM»" OQIA
Sign lighting
~ U H ............ 11/l 'I
ICUTIFICAT(OfCOMPllANCE
irrojecl N-: 630 1.AURElWOOO RO, SANTA CLARA · OIGITAl BILLIIOARO "'ojeclAddr H1' 6301.AURElWOOORO,SANTAClAIIA,CA9S05-II
..
• OECtARATlON OF REQUIRED aRTI FICATES OF 1HSTAUATION It.I oblt'IM rnlCl/onJ: St1«11om,,.,~bttnmodtbosedonill/o,1110tlotlf)MNl(JH ln p,MOl/lrobltfo/lhisd«ume11 r. 1Ja11yse~lonllttdstobtc~(MOSt t ,q,loinwll),lfl Toblt'E. Addiriono/ Rt /llOrkJ.Tllfs t d«umtntJmus1bt~ rarMbulld/nglMpttrotdtri'l9C01UIM tlanondconbtfat;ndonl/Nl:Of l,1tP1'{bnnrrortJll'Wecro'. ('i I t jNRCl•lTS-OM •Mu1tbts ubm1tt~ for1Nl>lllldlnp . • OECLARA TIOf\l OF REQUIRED CUTiflCATES OF ACCEPTANCE
ThtreoteMCtff/f,cortso/Acctp /a11Ctop,ilkablttos1Qnli9ll!;ng,tq<,1,e-mtn1J .
I o I o
Sign Lighting
HflO:-UH~II/IJI
CEII.TlflCATtOfCOMPUAJ«:l
irrojeclN-: 6301.AUII.UWOOORO,SAKTAQAAA•OIGllAlllLL80All.0 "'ojec!Add<HS : 6301.AUltElWOOORO.SANTAQAIIA.CA~
fO w:eptionii conclit,_applyto this project .
1~::u;;::: LIGHTING POWER ANO CONTROU
G. LIGHT SOURCES AND COfffllOLS
Tobk/tutn,ct,ons : t;o,npk(fl/liflO~fo,lll.mlncl rfdslg,tl:w-,gr11tA/ftr110 te UglltillgSol,ruJ~-f-fJH ~ O,iodiclllfdC111Tollitto{1 111J complionct documtnr . AlsolH.-sr,ort~ llfifllmotldotorycc,,,UOb~IJjrom §.JJIU ll!lh:licoti,lgCCllllt'Ol~fo,toellJIO,I. 01 02 Ol Q,I 05
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: :;; ~~ Compllan!Ughts.......Cfl' I $11Ut-Off I Di~ 1 ~Respome' ~ ' NOTf:Stf«fiotlswllllo''""""onoteltl flwJP«twlow t ~/tow~lsoc~ .
EJt: 5ign wit,,,,.1-i-.-1n1day& ni911C EXUPnDNla ~
I
'All rllofflJ'/oat,illgjc,ri,dicrion,,,.,,.od-ta,a m./1tt1Jlocon/irmmmpl,onao{ llf/llt>O<KU. 'Otmandrt-CClll/ral<on:Olllyrequlred /atC111EltcUanlcMtllog,tCl/lltrlllwin9a-<Mllt/Cl.nJrgnr;ng-,_g,taltrf"""JS•w- iUQ.JliltJ,.
JTAT[O,(,U,)!OQl,I
Sign Lighting
Hli((-ll\.(~11/lf)
CTRTIFICATtOfCOMPI.WtCE
irrojKI N-: 6301.AURElWOOO RO, SANTACLAII.A • DIGlTAl BllL80AII.D ...-ojeclAddrHI' 6301.AURELWOOORO,SANTAQAIIA.CA~
OOC\JMENTATION AUTHOR'S OEC1ARATION STATEMENT
lu<tifyt~ th11Ceniflc1te ol'CompNi,nu doxu,,,..,t1tiot1 ls;,ccuri,te 1rod iomplele NRCC-4.TS-E
'•'°'' 07/ll/1.0l'U
ioan,me,1tatlonAlrtl>CIISlgNtu,e v ~ ~,.J
l(omp.,ny • ZEIGEII.EHGINEERS,INC 07/13/2020 /
CEAJHERSCertifltatlonlden tifluUonli f apj)l~blt):
l u,tlfythelollowlne;under.,.,,..ltyalpt<jury,<>llder ll1, lllwso fl heSll •ltalC allfornla:
l . Thelnfotmatlol'lprovldedo,, thl1Certllkal•alCompH 1nc, 1111u, 1/ld iorr..i. i. I am tllclbl<I und er Division l al the 1uW>H11rod "'aleulonsCodt to a«t pt ,espon!lbllltylo, 11w l>ullcll"1dffliln0< 1rstem dtoltln loen!lfle-d on11,1, Cenlflcatto l Compllano:e(•~bledffitl,..,)
J . Thol -.-, lotures and pemlffll,lnce opK!fkatloM, 111111..-llff, compone11u, 1rod m1Mlfactured d-.. lo, the bulkll"I dnl1n "' , ynem <1Hl1n Identified on 1111, Ce<tillcate o/ Compliance <Ollfotm to 11 .. •ftlulrrlmen u al TIiie 2,, Pan I and Plln 6 of the C.Hlornl1 Code o/ Rquli tlonJ. . Thel>ulldl"ldoffllnleat1>res0< 1ystt mdofflln ltatu, es ldtr'lli11Hon tlllsCt n mca1t alCom,l illnce a,e conilsl"'1wlf h theln form1Uon p,ovlde-dono the<a ppllu blt com,ll1n<1dotumtnu , workJhfft s. ukulatlons, plans.,... ,pftffl a tlo,,1 submltt~ to llwenlot-111encv f"' •pp,,ow,1 with this bulldln1 permit appllatlon .
5. I wlll RIISll,.11\11 acompltled.,....., copy of 1hl, CMlflcate alCom pH1nct W !I IHI mldt 8¥1ll11>1<1 whh llMI bulkll"I perm!t(t ) lnued for llMI l>lllldln1, ..... made 1nll1 ble 10 llMI enfon: ....... 1 llfflCY '"' Ill applluble lntpKtlonl. I undentln d 11111 I completed "'""' copy al ! hi• Ctnlflca le of Compllanu 1, fft!Ulred lo IHI Included wllh u,. dotulllfflllllonU,.INlldetprovlde$t0thebulldi"l_ll_puq. ...---. "--DnilM'N-:
07/13/2020 I I II
POWER SUPPLY
EFFICIENCY TABLE
as measured in power supply
manufacturer's laboratory
Lood Input Output Efficiency
Current Wott Wott ( % )
( Pi ) ( Po)
25A 771W 675W 87.54%
50A 1512W 1349W 89.22%
75A 2257W 2021W 89.54%
100A 3028W 2694W 88.97%
DIGITAL SIGN COMPLIES ACCORDING TO 2019 BUILDING ENERGY EFFICIENCY STANDARDS SECTION 140.8 SUBSECTION (b) PART (5) BECAUSE IT IS EQUIPPED WITH LIGHT EMITTING DIODES (LEDs) WITH POWER SUPPLY EFFICIENCY OF 80 PERCENT OR GREATER; REFER TO
POWER SUPPLY EFFICIENCY TABLE ON THIS SHEET FOR PROOF
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Project Engineer
RONALD ZEIGER
0ote 07/13/20
Stole f,S SHOWN
0rown STAFF
4682
~Gm.ZID