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03070229 (3)
CITY OF CPERTINO ' �� BUILDING DIVISION PERMIT CONTRAGUOT INFOL(N1A'IYI, BUILDING Anuacss: - ECOENERGIES INC PERMIT N003070229 ER's NAME: 171 COMMERCIAL ST PERMIT ISSUE DATE LISIN PATRICIA H AND 2003 PHONE: (408) 746-3062 SANITARY NO. CONTROL NO. fARCHM,CTIENGINEER; BUILDING PERMIT INFO BLDG ELECT PLUMB MECH LICENSED CONTRACTORS DECLARATION jbBhereby airum shat I end licensed und. nrovisrons of Chapter y anmmencmg Job Description Wionl 1 of Division 3 ofNe Businc. d Professins Code,and my license is " mw lirLJ�� �T3 REVISION--IN HOUSE USE ONLY Clvs c Nei Lic.N—crstf TION NO NEW PERMIT ISSUED/ORIG. #03060195 < 1 understand plans shall he used as public records >�U eo Licensed Professional OWNER-BUILDER DECLARATION 5 I hereby affirm that 1 am exempt from me Contractors License Law for the OO (allowing mason.(Section 7031.5.Business and Professions Cade:Any city or county <$1� which requires a permit to construct,alter,improve,demolish,or repair any structure 02Y prior in its issuance,also requires the applicant forsuch permit to file a signed statement i0 Z < that he is licensed pursuant to the provisions of the Contractor's License Law(chaplet 9 Sq.Ft. Floor Area Valuation �$ t-'O Meths its ing xemwith feminine and of Division}of the exeand ption.Any Vi Code)or Net he u exempt thert(mm and the basis for the alleged exemption.Any violation of Section 703 L5 by any applicant for a permit subjects the applicant to a civil penalty or 3 Occupancy Type . not mom Nan Ove hundred dollars(S500). 0 L as owner of the pmpesty,or my dmployces with wages as their sold compensation, will do me work,and the awchne is not intended or offered for sale(Sec.7044.Business �� �t and Profusions Cade:The Conmcmrs License Law does not apply to an owner of 304 - ROUGHLOnS property who builds or improve&thereon,and who doessuch work himself or through his own employees,provided that such improvements are not intended proffered for sale.If. 501 — FINAL ELECTRICAL ENERGY hawaver,me building or improvement is sold within one year of completion,me owner builder will have the burden of proving met he did not Wild or improve for purpose of 505 - FINAL ELECTRICAL sale.). 0 1,as owner of me property,am exclusively contracting with licensed contractors to construct the project(Sec.1014.Businev and Professions Code:)The Contracuses U. cave Law docs not apply m an owner of property who builds or improve Merton,and, who contracts for such projects with a convactor(q licensed pursuant to the Contractors License Law. 0l am exempt under Sec. B h P C for this reason Data WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of pejury an of the following declarations: ]1 have and will maintain a Certificate of Consent to se]4insum far Worker's Com mind,as pmvided for by Section 37M of me labor Code.for me performance of the work for which this permit is issued. 0 1 have and will maintain Worker's Compensation Insurance:as required by Section 311 of the labor CoLc,for the pciformance of the work for which suis permit is issued. My Worker nmpenvtion Imus awearie rad Policy number art: Ca Polipf6t I'Z..2 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE OTts section need not hecompleted iNk permit is for anc huddtod dogars(SIIXI) or Ica..) 1 ccnify met in me performance or the work for which this permit is issued.I shall nut employ any person in any manner an as to become subject to the Workers'Compensation I aws or California.Dem Applicant NOTICE TO APPLICANT:Jr.after making this Ccnificam or Escmption,you should become subject to the Workers Compevation provisions of the Unit,Code.you must �Z forthwith comply with such provisions or suis Permit hall be deemed revoked. - ti O CONSTRUCTION LENDING AGENCY I hereby affirm that More is a constrioton lending agency for the performance of 1d > me work for which this permit is Wood IS.,.3091,ON.CA . it Unders Name �,z Under',Address - U Q I certify mat 1 have read this application and aunt that me above information is F correct.)agree to comply with all city and county mJivnees and state laws minor,to OO building construction,and hereby authorm,repressnmtives of suis city to enter upon the a ahovomcntioned propcny for irupection purposes. (We)agree to save,indemmly and keep handless the City of Cupertino egsinst ///''-kkr p.t N Ii '/6�7 abilitles,JuJ mcnts,odhohno,iy inanywayaecmeageinst.uid Cityin conscq c of mc 't. PPLIUNDILL CQMPLY WITH ALL NON-POINT Issued by: Da[OEGULA /A✓r`�/^"_' Re-roofs Sig mmaf ApplicanUCormactor Dam HAZARDOUS MATERIALS DISCLOSURE Type of Roof . Will me applicant or future building occupant&tole or handle hanrJous material Is dcrined by the Cupertino Municipal Code,Chapter 9.12,and me Health and Safety de,Semon 255320). All roofs shall be inspected prior to any roofing material being installed. lice Will the applicant or future building occupant ore equipment or devices which If a roof is installed without first obtaining an inspection, I agree to remove Zen,it hazadous air contemiants a defined by the Bay Arca Air Qua]ity Management all new materials for inspection. suia? 0 Yes IM11 (hoveto ehavarJ"''materials reyvirtments under Chapter 6.95 of me Califon niaHwlthlk cry me,Secoon 25 ,25577 J255}4,IunJersund thatifmc building doe not c c hove a mnan4 is rc nsihility m nntil'y the acupant nr me mgmrd wnicnmuat et tp' pm or:cempdamor$gp �! Signature of Applicant Date Owner pr aumorirsJ agcn, um All roof coverings to be Class "B"or better r Technical Dasa Sunny B®y Family Input Values -- y*F;ssinrry.B8y70U 1;'f•,;.'�':tt,' ;n'� S-.yBy8s0 8u'mry EgyJ100E Sunny 8q 1700 E 'Surisry,8o/2300' Sunny Boy 3000 rocanmended peak powerol - 6M;Wr'.'.�. 840 Wv } IO6QWv 1250 Wr -1$W Wv.,lf' 2200 Wv `3456 Wy ,: 4100 Wv the PVponds Pw lamfguratan wilhl I e' ?_'r .ir r.�. c. ddEt,c r, ,5 Input rdhge range Uw •• .. •- ••--_ ._ t ._ 173..:ISOVUC�700...200VDC .125;r2, V,pC 125...250VDC 139..;400VDGI 139...400V DC 730.;.35dV pC 268...SSOVDC - maximum input current Iw, 6.7 A 8 A ; 1 12.6 A e,4� 1�L"1tA":'; 12A DC-disconnection volloge rippel UPI,. . :<10% facility . . . . . . . :safe to touch Mesnap cable earth fault monitoring :standard feature connectors pole interchanging surge voltage protection:thermally monitored varistors protection . . . . . :short circuit diode on DC-side Output Values 2 - y.y% r ;Hinny Boy 700 0 ,'t ,r.`i Sunny Boy 850 Siinrry0vy;1100Ep SumsyBoy 1700E Siinpy Boy,25N Sunny Boy 3000 b naninal outp.4 pova PAC.mm 460 H!f' ...600 W 1 ;4y( 850 W '�6p01 1500 W $ [u2*W 4_ 2600 W �$ Punk Pa«ar 46QWr'n. 600W . 1 9WW FT -1700W 1700W f, ':25Q0W: 3000W .8 Tdal Hamonk Distortion of out 1fiD<3% THD<3% THD<3% v flip<4% THD<4% ;y.,i1}H)<4% THD<A% canal $6 put lwilh Ku Ac<2%, "64� ;y'�In SP#a''d'f,�t 5r� 4n"�h'iY��- q•:f�i�' t'" PAc>0.5 PAc. short circuit proof . . :grid side with current control phaseshibyp grid voltage UAC : 198... 251 VAC (based on fundamental ARK grid frequency(Ac :49.8... 50.2 Hz(60 Hz option.) wave of the current) . :Oe y WW General Data §t S&ty�Y 700 - 'a ,.i g•' Sunny Bq 850 SunnYB6yl006E Sunny 1700E Santry Boy 25001 Sunny Boy 3000 maximum efficiency ` , 9j% , 93% "79376`r 97% (i.,'9jS%.T.' 93% ("';94 95% internal consumption in open* f4 W'- 54 W -e Vl S 4 W 4 W ': SSW y,'„r57W 2 57W internal ca samption a,stand by Q I.W,ye 0.1 W fs Qr1 W p1� 0.1 W �r} h iQ';1tW t"; 0.1 W jj0 S W 0.25 W 4 size(wxhxd) 322%2kTk`, 322.290x 322ii290k,- 322x290722X320%n 322 x320x _t434x2ilS5 434 x 295x 160mm- 180 mm ItICO'mm 180 mm 180mm ;.`- 190 mm -1214 mm -. 214mm wdght(opprox.) .'.. 16 kg,'_ 16 kg I,, 16 k0 I B k8u 21 k9 21 kg 30 kp 32 kg Protection Certifications protection class EMC . . . . . . . :EN 50081,part 1 according to EN 50082,part 1 ' DIN EN 60529 . . . :IP65 grid compliance . . : EN 61000-3-2 Ambient Conditions grid monitoring :E DIN VDE 0126 ambient temperature :-25eC...+60eC low voltage regulations: EN 50178 -� ambient humidity . . :0...100%,class 3K6 EN 60146 part 1-1 EE-declaration . . . :all appliances X —1 rr I distril."by: Advanced � Ash System Technology for the Successful Photovoltaik Future www.SMAdt, www.StM AWRCA.. ' String Technology. Lower costs and simpler system design Classic Technol �'d" ogy Previous PV-Technology Nrw modular PV-Tecii'nohidy; Until now PV-plant design was based on the parallel expensive DC distribution and cabling drastically simplified system'iloiignim connection of several strings.The output power was reduaionofsystem co3b-ztP; i.•,^)' increased by a separate DC distribution that was then expensive peripheral DC circuits and ( distribution) no DC connected to sion to safety facilities - ` s " f':.l^lm fl grid compliant electr clity.The cinverter ollection of electricity c y effici losses due to mismatching and minimal DC cabling r only�IrnV,�riyne2 el shadowing ng cable from each ster hirig'lo s6"paralo IrNo'r on the DC resulted in quite a few disadvantages that partial shadowing are listed in the following column. t i( rjt a•,3 ,•,H, difficuhextendibility no diode arraysnacossar14 yd mq, no standardized ��;t-"•r'++th'"it Modular System Technology with a"Qf�i co0e"�'anili _.., wdhsmndardACconnochoitfattlitwx,�` The modular system design is based on the strategy (M IT *1 sN,,,n. that single smaller inverters convert the electricity of "� ' ^' simple extendibilityin 'ryl �fp Ace smaller module groups — the so-called 'module reasonably priced te�hnoloiry for sinal) strings'.The string technology avoidsall oftheabove- JU systems(e. mentioned disadvantages and even increases the noparallelconnachonmy?sgp; a�`,- PV-systems total efficiency. The string inverter is de- nomismahhing • s�t� ria signed for the connection of PV-modules in series and 6y— :' IA >orale MPhaFor,everypjp• avoids the necessiselP cking �ifri �ty of expensive DC distribution skin " ✓"::;'.-+ systems and DCcab ling.The Sunny MyFamily string g inverters increase the efficiency even further due to the fact that they run a separate MPP-tracking for each d. single string. Each Sunny Boy inverter is equipped i � r ftt with a separate and autonomous grid monitoring facility which enables the user to hook up the AC output to any point within the electric distribution h system of house(e.g.attic or garage(. With the FV-panel t prices continuously Previous PV Technology " New modular PV;uIah going down this sim- plified system designK7 k � I' will result in a drosti- . '® �`' u ) ,z + #' tally reduced overall r system cost - which will finally become they " ,+ P : basis of an extended rv' }.dq( kttK� tsnf �og, utilization of photo- voltaic energy in the : ! �. Future. distribution -" malulor Central invortera + inverter ........ .) Ito5kW r : 3 x 400 V 230 V, sty, house distribution - connection to er r—catori 0` l� lo t (usually in the cellar) of the house.mdifii 7 Diagnosis and Communication via Powerline with Sunny Data The modular design of a PV-plant results in a widely Data from any Electricity Socket spread out layout of the inverters.A quick and simple monitoring of the operation and the status of every The communication and data processing is done on single Sunny Boy is possible with a standard PC and a PC with a small socket modem which is therefore the Sunny Data monitoring and visualization pro- automatically connected to the Sunny Boy inverters. gram. The PC can be set up at any place in the house or on the site due to the fact that it obtains its data from the electricity grid. Comfortable Gro hical Windows User Interface The graphical user interface Sunny Data supports all The data from the SunnyBo inverter is sent through features you wish: Spot value visualization, PV-plant y ig management,malfunction tracking and many more. the existing powerline(with an integrated powerline modem),this results in the fact that no additional data cables are necessary. The communication supports - h.. the following functions: .._— -Ad�.a.ntag.es:._, ✓too nil nuoussacquisition-of-AaAsta_from=aILconneeted_ —� 3=� Sunny Boy inverters and PV-strings c ✓ rmonitoring:ofaall--operation:conditions-and_failure_messages2 EDW ✓con Iineetransmission:of-spot=velues-of-seleeted:Sunny.-Boys,n ✓rdetection.of_-defective-P VVEstrings:-- ✓cgraphioal=display-df-selected Sunny-Boys-ar-aomparativa_data ons Sunnyoato'5=nforto6lecmoiac wndo User Interface several Sunny Boys ✓ tstatus:repott via faxes PlantMonitoring ✓ cantinuouslsystem-monitoringralso-from-remote-sites of Large PV-Plants ✓rpowerline:oommunieation=no:additional_data=cable=necessary PV-plants with more Sunny Bo inverters are moni- tored by the Sunny Boy Control. The Sunny Boy Control is a central measurement data acquisition device for up to 50 inverters. It supports T the commissioning and gives you an extended flexi- bility for your local energy management by automat- ically connecting and disconnecting special consum- ers according to the momentary energy yield. The Sunny Boy Control is the perfect monitoring device for remote sites: Remote diagnostics via mo- em, automatic performance messages via fax or y, SMS,external displays,performance data download etc. Sunny Boy Conhal 6 L a F6 f i 41 1,f, CO . f �` `•d ��� `rer t �, s �1W,�. 4 a dt F r { C a 1 ' iF,at T 4-� 4 ? q l ? A4 Fftj 4' ? yVvpeq +v; E7 � Redundant Grid Monitoring Extended safety The grid is simultaneously monitored by two inde- Personnel safety is a major objective;especially far pendent one-chip computers which measure the im- smaller PV-plants: The electric(separation between ur pedance of the connected grid. This complies fully grid and PV-module,the isolation Qring "'the with the latest regulations of the VDEW and the integrated MSD are the basis of our advanced safety Berufsgenossenschaft (German employee associa- strategy. The Sunny Boy of course complies with all tion). The Sunny Boy can therefore be connected to applicable German and European standards con- anyplace ofthe house distribution.Simple installation cerning EMC and harmonic distortion: This means: is guaranteed. the Sunny Boy can be used all over the rid.^ fl Durable Design � lyu 0 03 The Sunny Boys are built into into stainless steel cases (protection class IP65). This protection class and the extended temperature range allow you to mount the 0 inverter nearly anywhere. 5 V Let the sun shine ®n advanced techs®1®g14 Experience for the Future Modern Power Electronics SMA has always been a pioneer in developing and The power section of the Sunny Boy features a simple producing inverters for photovoltaic applications. and robust design with highest officiencyandconfinu- More than 30 MW of total installed inverter power ous reliability.The DC voltage from the PJ modules is from SMA have defined standards in this technology. processed by a MOSFET bridge switched with 16 kHz This experience was the basis for the development of and is passed on to an AC circuit.This voltage is then the Sunny Boy string inverter. directly fed to the AC grid with a transformer. Demanding Objectives DigitlalM�SCS - The development oftheSunny Boy string inverters was Digital SCS done in cooperation with the Institut fur Selene Ener- The control of the current fed to the grid is man ed gieversorgung' (ISEf) and subsidized by the awr (Federal Office for Science and Technology). All ob- by a ay computer which guarantees an per jectives listed below as 'advantages' could be sinewave shape current and a minimized harmonic realized without exception. distortion. The sequential control system ensures an 1:Aduantages automatic operation without losses in stand-by mode. ✓gym i nimaL-instal lotion:costs=--= AWA ✓,;perfechprice=/.=performanoe-ratio Integrated Reserves ✓thighestsefficioncyt->--93%=evenwith=low-input=power-t The large heat sink ensures a continuous operation ✓c!reIiAiIit -L ---� with nominal power even in surroundings with high y' ambient temperatures. ✓:integrated=diagnosis'end=pianfimonitaring� ✓,:extended=temperature=range-- Integrated Communication -25°C to +60eC ambient temperature) The monitoring and the sequential control system are ✓coutside:installation-with:protutiomisssclP.65n enhanced by the possibility to send and receive data and commands to and from a central monitoring r� device. This feature allows the Sunny Boy to be a standalone device or single components of large t Pill-plants, I IF. .91 r. Electronic of the string inverter Sunny Boy 700 4 1 �Jr r�� i � k_}" i;s a'� 17F> •- k r7 ,`�., . ,� 4 a.�b+' , "� act 2 x i'y � tl c"'! -rt,' til ty}r {rl `§• 3��•'F-,�i t.�, .qq,.4 a �k1 � r v f f s $ :u ���' 1� n�� r ,R 2 �": �'� gx� ii�fG �'r y" r• �f � F54 , `7ce_� $� ( 6 k.. K M ix� 'xff ,Grn•s ,k(ia� ✓ i",.,�# , `t $'' 'f,a s - x ' y n .p tVss .G,i � , r �1 -xu E'ry". Y 7k •1 F# K e a x i a -x�"ti a1 d t } -` ! t t� x` 1"Y� - JR- 53 06< (�✓J s t r-*��wL Iwd aS'• �.� .1 3;xy+k� ,....< 1�, e .• y �¢p 7 `� G `'[� a t, j s 31rn-� 1 y , f� l '. 4.F{�f R YY•s^ :� _ T k �y4 't° 6 q ti 14 r 2_34 t 0 J r i m:: 3P y H .. 1 p �7$ !'i `�s iJ� 7 Z , �� #3.�r c j• i y tlY fF r F'd[r�f d 1 r ,�,'w �t �tf, PPk4 i'y�' G, � tl� f ( rI I vii All -�P r # � s � L {{{�{{{..•rr�!!l��5"�I ? 6. Ts �71M rT# �o�r �- gg k�, / Itf`µt31��ItwsM+l�'�`'"4'`�� law •§ _ f � s r $+.a{ � •ri >•��d� D ?. y .� � �, yn ��ft d�,�'�PY�},..F" �ggry. iYi�s R yy1F 0 V ' + �t s` fixy T � 4N r z r >• r a iS[ � 1 .�^' B Baas � 1�� L r t rt. '� 9 '� ll �`v hts� z9� .��}� � k1f'i�i � W -'3s'� � ~ 5 ''""•�i -4. '6" ���« acn t-rJ i- 11 ytrA �p .'S=yt + 1 ,!.'�. 1 al 1 Y4 fly 1 '': •,.�+�} !, ';� � �R ". n } i �s � 'na -It G j �-1a ty� 4 1� �ii. ',ri:,,'�ws n w, �,e 1y,}y, a � �'�� r_A fl�"''� "�,,�d`? r�` �' 'k r .max.�' r 'rn�� c y.. # n ' �'� � �Yx'1 • .•a Connect itAnywhere Diagnosis and Communication The Sunny Boy string inverter can be connected to any via Powerline—noextra cables! available part of the AC distribution system of the house,e.g. in an attic or a similar room. Ofcourse you can communicate with your Sunny Boy. Measurement values and messages are transmitted to a PC on Ike existing powerline with a socket modem. Mount itAnyWhere The Windows based program Sunny Data visualizes the system performance and controls the inverters. The stainless steel case with protection class IP65 and You are continuously informed about the the wide temperature range allow the Sunny Boy to your PV-plant. be mounted nearly anywhere.The Sunny Boy can be installed directly on the rack of the PV-modules,on Ike U roof oronthe wall ofyourhouse.Aworld-wide usage Best Priced System U X102003 of the inverter is therefore possible. The Sunny Boy system technology ollc most reasonably priced plant with simple inst' ion;ancl optimal efficiency. • f 3 -•• ti w Sunny Boy. The newest generation of photovoltaic system technology Optimal Efficiency The Sunny Boy inverter family convinces with a real efficiency of more than 93%.The advantages of the string technology such as connection of the modules Surge Voltage Protection in series,missing diode arrays,minimized mismatch- ing losses and so on—even increase the PV-system The Sunny Boy inverters are equipped with thermally eft ciency by another 1 to 3%compared with other monitored varistors on the DC side—a male function PV-syystems.The Sunny Boy Family provides the best of these is indicated with a LED and can be supervised available system efficiency. with a remote monitoring system. Maximum Safety Reliability Personnel safety and hardware reliability are major Highest reliability and a lifetime ofover 20 years were issues of the products developed by SMA.The Sunny major aspects taken into account during the design of Boy Family safety strategy includes electric separa- the Sunny Boy string inverters. tion, isolation monitoring, surge voltage protection , and of course the CE declaration. A MSD (Mains load monitoring with allocated Switching Devices, Ger- OverCapability man:ENS)in accordance with VDE 01 26 is naturally The power electronics and the heat sinks of the Sunny ` a standard feature of the Sunny Boy inverters. Boys are well dimensioned in order to allow the Sunny Boy to operate continuously even in surroundings with Get Ready for the Future! high ambient temperatures.This means:You can rely on the Sunny Boy string inverter. The new module oriented design,the perfect sinewave shaped outputcurrent,dual processor technology and Flexible an integrated one-phase sensitive grid monitoring according to the VDEWregulation sdefine newstand- The Sunny Boy String inverters each process the ands resulting in a new era of supplementary grid feeding with PV-plants. power from 6 to 24 modules, depending on the inverter type.This leaves you enough freedom for the individual design of your PV-plant. Simplest Installation The modules are switched to a string and then con- . : netted to the Sunny Boy. DC distribution cases and connection boxes are no longer necessary any more resulting in drastically reduced installation costs. String inverter Sunny Boy 700 2 lIzz elf, I SunnyBoy , String Inverter Family for Grid Connection Sunny Boy 700/850/1100 E/1700 E/2500/3000 Y 1 x W H*At Y �Ny iSi ,tj4' 1IpA �.r .. ', •1 fib " hy^• �,, i^.: 1 � ,ry��� NNY r' Y . r n11 � ^t A Y �,!�%Y ✓ r � r'�� �,�!3�.Y y'Y+'.h X:.f; J • Simplified System Design and Lowest Installation Costs • No DC Distribution necessary • System Diagnosis and Monitoring via Powerline • Extended Temperature Range —25 °C to +60 'C • Protection Class IP65, Stainless Steel Case for Outside Installation e Equipped with MC®and AC connectors by solar 150-Watt Multicrystalline __- Photovoltaic Module EcoEnergies I 171 Commercial St BP Solar's SX series provides cost-effective photovoltaic power for general I Sunnyvale CA 94086 use, operating DC loads directly or, in an inverter-equipped system, AC G I Toll Free 1-866-765-9463 loads. The SX 150 is one of the largest products in this series, providing www.ecoenergies.com 150 watts of nominal maximum power. With 72 cells in series, it charges 24V batteries (or multiples of 24V) efficiently in virtually any climate. It is used primarily in utility grid-supplemental systems, telecommunications, remote villages and clinics, pumping, and.land-based aids to navigation. Electrical output is via cables terminated with installation-speeding polar- ized connectors. This product is available as the SX 150S module, with a clear anodized f / frame; and as a frameless laminate, the SX 150L. Proven Materials and _ Construction BP Solar's quarter-century of field experience shows in every aspect of - - SX 150 construction and materials: • 72 multicrystalline silicon solar UIL J - cells in series; - Polarized Polarized weatherproof DC-rated By ) _t . plug-and-socket connectors _ provide reliable low-resistancer`j' connections, eliminate wiring C)e r-Anodized - errors, and speed installation; Universal,Fram I SX 1505 frame strength exceeds requirements of certifying b6alti,N land,Saf agencies; �..Marradt �f-nIS09001- • Cells are laminated between certified factories, ' sheets of ethylene vinyl acetate SX 1505 is listed by Underwriter's (EVA) and high-transmissivity Laboratories for electrical and firer,11 low-iron 3mm tempered glass. safety(Class C fire rating); I> SX 1505 is certified by TUV ` -- Rheinland as Class II equipment -• v `_ and for use in systems with _ }� ��' j --+wry tel_ voltage up to 1000 VDC; u. ' bo[Sig r -`_ ', SX 150S complies with the 7`r ` L> _ requirements ofIEC61215, '�F�• I including: w+'i�'• • repetitive cycling between - -40°C and 85°C at 85% relative �t humidity; • simulated impact of 25mm This publication summarizes product warranty and specifications,which are DC Connectors (one-inch) hail at terminal •-' � r `#- ' "'` 'f { +* P P tY P velocity; subject to change without notice and should not be used as the definitive Limited Warranties ° 2200 VDC frame/cell string BP SX 150S es source of information for final system design.Additional warranty and isolation test; technical information may be found on our website www.bpsolar.com • Power output for 20 years; a static loading, front and back, ❑ or may be obtained from your local representative. • Freedom from defects in materials of 2400 pascals(50 psf); front O and workmanship for 2 years. loading (e.g. snow)of 5400 1p See our website or your local pascals If 13 psf). Printed on recycled paper with vegetable based inks. representative for full terms of these warranties. i Mechanical Characteristics Electrical Characteristics' SX 150 SX 1402 Weight -- -- ---------- - - 1 SX 150S 15.0 kg (33.1 pounds) LMaxi� mum power (P_max)3 150W 140W SX 150L 12.4 kg (27.3 pounds) Voltage at Pmax (Vmp) 34.5V 34.OV Dimensions Current at Pmax{Imp) 4.35A 4.11A SX 150S: See drawing SX 150L: 1580(62.2)x 783(30.8)x 19(0.75) Warranted minimum Pmax 140W 130W _ Dimensions in brackets are in inches. Short,circuit current(Isc) - 4.75A _ 4.5A _ 1 Unbracketed dimensions are in millimeters Open-circuit voltage (Voc) 43.5V 42.8V Overall tolerances t3mm 11/8') _ _ - � Maximum system voltage' 600V `7 Output 600mm long RHW,AWG 412 (4mm') 2-conductor Temperature coefficient of Isc (0.065±0.015)%/'C cable with weatherproof polarized connectors Temperature coefficient of Vin - (160}20)rri Temperature coefficient of power - (0.50.05)%/°C NOCT _ - �790[31"11U Vu i II 11.1 [0.41 JU ,3 [003 12.7 10.501 X 9.5[0.371 50[1.97] Notes P SX 1501- Curves FRONT VIEW MTG.SLOTS THICKNESS - By 8 PLACES I 1.These data represent the performance of typical SX 150 and _ SX 140 modules and laminates as measured at their output �27[1.061 connectors.The data are based on measurements made in SECTION A-A accordance with ASTM E1036 corrected to SRC(Standard p r, SECTION A-A SHOWN Reporting Conditions,also known as STC or Standard Test WITHOUT END FRAMES Conditions),which are: - • illumination of 1 kW/m'(1 sun)at spectral disiributiolf'A1v1 ��" i „��� v U GROUND1.5(ASTM E892 global spectral irradiance); l�, I U UUu 1587[62.51 • cell temperature of 25°C. 4.0 _ HOLE DOES NOT INCLUDE 2 PLACES SCREW HEAD 2.The power of solar cells varies in the normal course of PROJECTION production;the SX 140 is assembled using cells of slightly T=o°C BACK VIEW lower power than the SX 150. Q 3.0 T=25'C 950[37.41 3.During the stabilization process which occurs during the first � T=50°C 2 PLACES few months of deployment,module power may decrease approximately 3%from typical Pmax U T=750C � A A 600mm 4.U.S. NEC rating. 20 MC CABLE 5.The cells in an illuminated module operate hotter than the (2 PLCS) ambient temperature.NOCT(Nominal Operating Cell 1 1 (+) 1 Temperature)is an indicator of this temperature differential,and } is the cell temperature under Standard Operating Conditions: 1.0 ambient temperature of 20°C,solar irradiation of 0.8 kW/m°,and 2010.81 323[12.7] INCLUDING INCLUDING wind speed of 1m/s. SCREW HEAD SCREW HEAD 4 PLACES 4 PLACES 0.0 0 5 10 15 20 25 30 35 40 45 50 /I I' Voltage M 2.6[0.111 MAX J ^ 754[29.71----i SCREW HEAD JJ B PROJECTION P SX 150S 8 PLACES QMRM"'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Installing the Modules Prewiring Modules. If modules are the Plug and Play type, no prewiring is rl[: IL_ required, and you can proceed directly to"Installing the First Module"below. t; ✓• If modules have standard]-boxes,each module should be prewired with oneI�T)I I, 1 end of the inter-module cable for ease of Installation. For safety reasons, a T module prewiring should not be performed on the roof. --.- Leave covers off]-boxes.They will be installed when the modules are installed -on the rails. Installing the First Module.In portrait-mode installations, the safety bolt and flange nut must be fastened to the aligned(lower)end of each rail. This will prevent the lower end clamps and clamping bolts from sliding out of the Figure 13 rail slot during Installation. Slide half of the 1/4-Inch clamping bolts onto each rail,spacing them evenly along the rails. Drop end clamps over the clamping bolts at the aligned erid'df each rail. Loosely attach them with Flange nuts.Allow half an inch between the rail ends and the end clamps(Fig.13). If there is a return cable to the inverter, connect it to the first module. Close the]-box cover. Slide the first module under the end clamps.Center and align as needed. \ /6 Securely tighten the flange nuts onto the end clamps(10-12 ft lbs). Installing the Other Modules.Slide the next clamping bolt on each rail up to the first module. Drop mid-clamps over these clamping bolts and loosely attach them with Flange nuts. Lay the second module face down(glass to glass)on the first module. Figure 14 - Connect intermodule cable to the second module and close the]-box cover. a Turn the second module face up(Fig. 14). Slide it under the mid-clamps. Align I -` I =- hte.U_E F^awE - it and securely tighten the flange nuts onto the mid-clamps between modules I (Fig. 15). P self-tapping screws. ---- I cd17,..T l of the last module to the rail with end clamps. 'Lr`I,I;L I,�I For a neat installation, fasten cable clamps to Rails with self-ta g , �I^ Repeat the procedure until all modules are installed.Attach the outside edge Trim off any excess rail, being careful not to cut Into the roof, Allow a Vz-Inch I - L.aa- space between the end clamp and the end of the rail(Fig. 13). Check that all Flange nuts on clamping bolts are securely fastened. Figure 15 10 Year limited Warranty Unirlac,Inc.,warrants to the original owner at the original installation site that the SclarMount module rack(the"Product")shall be free from defects in material and workmanship for a period of ten(10)years from the canter of 1)the dale the installalion is complete,or 2)30 days after the purchase of the Product by the original owner.This warranty does not cover damage to the Product . that occurs during shipment,or prior to installation. If within such ended the Product shall be reasonably proven to be defective,then UmRac shall repair or replace the defective Pub 020508-1 Product,or pan thereof,at UniRac•s sole option.Such repair or replacement shall fulfill all UmRaes liability with respect to this (Technical Bulletin 103) warranty. Pub. 020507-1 This warranty shall be void if installation of the Product is not performed in accordance with UniRac's Assembly Instructions for the (Installation Instructions) Product,or if the Product has been modified,repaired,or reworked in a manner not authorized by UmRac in writing,or if the Product ©2002 by UniRac, Inc. is installed in an environment for which it was not designed.JmRac shall not be liable for consequential,contingent,or incidenlal All rights reserved. damages ansing out of the use of the Product. YpAj� W e THE NEW STANDARD /N PV MODULE RACK&— UNhRAC, INC., 2300 BUENA VISTA DR. SE. SUITE 134, ALBUQUERQUE, NM 87106 505.242.6411 FAX 505.242.6412 www.UNiRAC.COM 14 WHORM^Technical Bulletin No. 103................. Code-Compliant SolarMount Installation ,✓.; Installing the SolarMount Rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splices,attach the rails together(Fig. 9) before mounting the y�✓ rails to the footings. f' Figure 9 (1 T ^ l -- Mounting Rall �IU IF III gs.Rails may ched to either of two mo Ig in tht f gs I�(�ji 10). Mount �r in the lower hol f ria fd�/ e,, aes l ically pleasing fnstaIlagon. Mount' a upper hole far a higher profile,which wiaximize inflow under the modules. This will cool them more and m ham er of rce in hotterma{� P /-i climates. BILr -i-or r; ,4� +I'�— °U!",I l ite' Slide the 3/8-inch moun ' g bolts into the footing bolt slots. t j '0L" Loosely attach the rails to the footings with the Flange nuts. o" !_L' Ensure that the rails are oriented to the footings as shown in Figure 4, 5, 7,or 8, whichever is appropriate. Figure 10 lL i � f �� . Figure 11.Landscape Mode Figure 12. Portrait Mode Aligning the Rail Ends.Align one pair of rail ends to the For the safest portrait-mode installation (Fig. 12),the aligned edge of the installation area (Fig. 11 or Fig. 12). end of the rails must face the lower edge of the roof. The opposite pair of rail ends will overhang the side of the Securely tighten the Flange nits on the mounting bolts after installation area. Do not trim them off until the installation is alignment is complete(28-32 ft lbs). complete. In landscape mode(Fig. 11), either end of the rails can be aligned, but the first module must be installed at the aligned end. 13 ONMRM'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Laying Out and Installing Standoffs Standoffs(Fig. 6)are used for all Flashed installations, such as tile and shake shingles. Use Figure 7 or Figure 8 to locate and mark the standoff lag bolt holes within the installation area. Consult UniRac's Technical Bulletin 103, Code-Compliant SolarMount Installation,to determine foot spacing that will meet the Uniform Building Code. It can be downloaded at www.unirac.com. � •� Remove the tile or shake underneath each standoff location,exposing the roofing underlayment. Ensure that the standoff base lies fiat on the underlayment, but remove no more material than Figure 6 required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters(Fig. 7 or Fig. 8). n • 7rn:.F I 4A� .. 1 `, �'C''I {✓ I4I Ffi]G EN? F' f ^-F.G LF-;-� Figure 7. Landscape Layout When determining the distance between the _ rails in portrait mode, keep in mind that the - center of each rail will be offset from the standoff lag bolt holes by 7/16 inches. 111 If multiple portrait mode rows are to be --hI installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as llowing the guidelines in Figure 8 as closely s possible. ! , ... .` -....,�' I pirlu I I I I crier!L- ;r' li 1 I — F,�:r FEF Figure 8. Portrait Layout Drill 3/16-inch pilot holes through the underlayment into the SolarMount standoffs are designed for easiest installation center of the rafters at each standoff location. Securely with Oatey® 111/a"-1lh"No-Calk®Flashings.They can be fasten standoffs to the rafters with the lag bolts. Ensure that obtained at most plumbing and roofing supply companies. the standoffs face as shown in Figure 4 or Figure 5, as Install and seal Flashings and standoffs using standard Ank appropriate. q building practices. 12 V NMIRM"Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Laying Out and Installing L-Feet L-feet(Fig. 3)are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. I' QUse Figure 4 or Figure 5 below to locate and mark the L-feet lag bolt holes ,r, I within the installation area. `. Consult UniRac's Technical Bulletin 103, Code-Compliant SolarMount Installa- tion,to determine foot spacing that will meet the Uniform Building Code. It Figure 3 can be downloaded at www.unirac.com. J"EFH'lig'. . f }lel fI � L'�, [:_L� i II Pk 3 { Fnlr 1 — -n-7F F'— Figure 4. Landscape Layout u lir I When determiningthe distance i' c r. y.......__ between the rails in portrait mode, Ili "r';' :`''j - .1. ..r�l'' keep in mind that the center of each rail will be offset from the L-foot lag L.,. L bolt holes by 13/4 inches. (I,[- F'-f11 F lair If multiple portrait mode rows are to I I i be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. FI]CF h. l Adjust as needed, following the C-FTCf_ -- guidelines in Figure 5 as closely as possible. Figure S.Portrait Layout Drill 3(16-inch pilot holes through the roof into the center of Squirt sealant into the hole,and on the shafts of the lag the rafter at each L-foot lag bolt hole location. bolts.Seal the underside of the L-feet with a suitable Consult Technical Bulletin 103 for guidelines to determine if weatherproof sealant. the lag bolts provided will be adequate to meet building code Securely fasten the L-feet to the roof with the lag bolts. wind load requirements for your installation. Ensure that the L-feet face as shown in Figure 4 or Figure 5, �D as appropriate. 11 WHO i'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Parts List In addition to the parts listed in the table below, each SolarMount is shipped with: • two(2)SolarMount rails(model no. equals length in inches) • two(2) 1/4"safety bolts and nuts • four(4)end clamps.* Sets of r/*" module bolts* SolarMount Foot Number of mid-clamps(by module group*) and flange nuts(by module group3) - model No. setst A B C D E F A B C D E F SM-48 - 4 2 . 2 2 , 2 2 . ` 6'- 4 6 SM 72 y 4 / ' 4 2 4 r 1 r 4 , y �hte„F ) c I Jif 6 'Urti ”-$M4B4 y.4'iY•{t'et41't{St`.JA. Mk�,fr ° rl"Txtigfya si'" a r4 4 x vep +lw 6y�ds'rr egr"rttytY1"`_Pei SM 96 f , 4 6' 4 -- 6 6- 6 'l `.10' _ _ SM-108 4 6 4 _ 4 .__1.4 -.. ..- _ .10 8 8 8 SM-120 6 8 - 8 8 8 8 12 12 12 12 12 SM-132 6 6 8 - 10 - 10 12 - 14 - SM-144 6 10 - 10 10 8 10 14 - 14 14 12 14 r--: 5156 r 6', 8'. 12 1?, rz+<a" ° � 12 16 5 '..16+ Sht 168f 6 12 10 12' 14 `, ,12 1'6 p •rr X14 at r 16 r + 18t s € j6! ;.6 r 1 :14 1 '14" yiEr SM'192 rr ``.16 ;q4 4 tla� l6a ( 34tix lb. S f `20rx" t *SolarMount end clamps and module bolts vary in size depending on the modules to be Installed.Module bolt lengths are: module group A, I"long;groups 8-0, 1-112",'groups E-F,2't Check the label of the SolarMount carton to ensure that the SolarMount matches the modules you are installing. tEach foot set consists of an L-foot,a 3/8"bolt,a 3/8"flange nut,and a 5116'x 3-I/2"lag screw. *The carton label lists the module group that corresponds to the modules you are Installing. L I Laying Out she Insta,lat lan Area The installation can be laid out in either landscape • _� — or portrait mode(Fig. 2). Note that SolarMount — — 1 rails make excellent straghtedges for doing layouts. i r '- Center the installation area over the rafters as �.^PORTRAIT MODAPE much as possible. I MODE Leave enough room to safely move around the array during Installation. - j The width of the installation area is equal to the ( length of one module. The length of the installation area Is equal to: • the total width of the modules, • plus 1 Inch for each space between LO`eTE! F=n. E7 t.- ---- modules(for mid-clamp), Figure 2 • plus 3 inches(11/3 inches for each set of end clamps). 10 UNORQ'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Installation Instructions S® l MO U B TTM Universal PV Module Roof Mounting System (Revision 2, May 2002) Please read and understand these instructions completely • ensuring that the roof and Its rafters can support before installing your SolarMount. the PV array, Installer is solely responsible for: • maintaining the waterproof integrity of the roof, and complying with all applicable building codes, • installing all electrical aspects of the PV array. 1r; 03 By // o a' J/ END CLAI 74a..., Figure 1.Exploded view of landscape mode Installation with L-feet. Contents Parts List............................................................................................... 10 Caution:Stainless steel nuts Laying Out the Installation Area.............................................................. 10 and bolts can seize up, a process called galling. To significantly Laying Out and Installing L-Feet ............................................................. 11 reduce the likelihood of galling, Laying Out and Installing Standoffs......................................................... 12 a packet of SAF-T-EZE anti-seize Installing the SolarMount Rails,............................... lubricant has been included with................................ 13 your rack for use on stainless Installing the Modules............................................................................ 14 steel hardware. ID 9 o MOO Technical Bulletin No. 103................. Code-Compliant SolarMount Installation What methods are used to seal the roof penetration standing-seam metal roofs. It is an elegant solution to the required for SolarMount installations? problem of mounting on metal roofs without any penetra- There are almost as many sealing techniques as there are tions . . . and therefore,eliminating Flashings altogether. roofs. So we can't possibly be as thorough as we might like Our standard SolarMount L-feet will mount to the top of the in describing alternatives. Nevertheless,the most common S-5! clamps with the 3/8-Inch stainless steel bolt provided installation method for L-feet(standard)is described in with the S-5! See www.s-Ssolutions.com for different clamp SolarMount Installation Instructions, reproduced here(see p. models and details regarding.lnstallation. 10) When using S-S! clamps, make sure that there are enough Many types and brands of Flashings can be used with clamp/L-feet attachments to the metal roof to meet the SolarMount standoffs. However, we designed them for use Metal Roof Manufacturers specifications regarding wind with Oateyp Wo-Calk"flashings.A wide variety of Flashings loads, etc.To be safe, attach clamps to the SolarMount rail are described at www.oatey.com. at least every 3 feet. How do I attach SolarMounts to a standing-seam If you require additional SolarMount L-feet, you can order metal roof? them from your UniRac distributor as kits with your Some installers simply cut a hole in the roof for each footing SolarMounts. Each kit(Item No. SM/FEET)contains two and Flash the penetration using various techniques. However, SolarMount L-feet and the stainless steel hardware to attach there is a better way. them to the SolarMount rail, but no lag bolts.Check the M , SolarMount Ordering Information, Sizing Chart, and Price List Metal Roof Innovations, Ltd., manufactures the S_5!TM clamp, (for the number of L-feet that are packed with each SolarM- designed to attach a wide variety of products to most ount so that you do not over order the kits. UNMi"Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Frequently Asked Questions About SolarMountT," Universal Roof Mounts l How high above the roof does the SolarMount raise • SolarMount rail may be fastened either to the lower the PV module] or upper mounting hole of any of these footings. Three factors affect the module's height above the roof: • L-feet are mounted above the roofing material. • SolarMount rails use either L-feet(standard)or 3- However, standoffs can be mounted either above or inch or 6-inch standoffs(optional). under the roofing material. Figure 3 provides dimensions for all these cases. vn{es 4 1/4' _ice• _i 1 I�p /8"_iii 5/8' ,• Lower I !/4' /.• MoPa -pie' Hole -v' Mo ting I mounting .• 2003 � 'aendn rcl 'L' By Foot — v :Y,.,•I. [1 Mooue� �• �— ;,ter-="=fir^� Q ;ia' 4 Noun bng Za"ng I_ I I� _I_ �a1 i,.fej FJ •} J 1 rvxVe u In 1"n, 1 — 5;a. h I.a' oPe Lo•'er Ole' te Mounting ou meUn Lng MO,In ting I yT_ , f� - St.n'loFf Figure 3.SolarMount Rail Heights 7 UNO 'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation 6. Ensure That Live Loads Value for your installation. Compare that value to the Do Not Exceed Pull-Out Limits Minimum Design Live Load determined in step 4a or 4b. To ensure code compliance,the Lag Pull-Out Value must be the Based on the characteristics of your roof truss lumber and greater than the root Design Live Load multiplied by a safety the lag screws, consult Table 4 to determine the Lag Pull-Out factor appropriate to your installation. Table 4. Lag Pull-Out Values (lbs) in Typical Roof Truss'Lumber Lag Screw Specifications Specific 5/16"Shaft 5/16"Shaft, 3/8"Shaft, Gravity 2-1/2"Thread Depth- per 1"Thread Depth per 1"Thread Depth Douglas Fir—Larch 0.50 665 266 304 Douglas Fir—South 0.46 588 235 269 Engelmann Spruce,Lodgepole Pine (MSR 1650 f &higher) 0.46 588 235 269 Hem—Fir 1 0.43 530 212 243 Hem—Fir(North) 0.46 588 235 269 Southern Pine 0.55 768 307 352 Spruce,Pine,Fir 0.42 513 205 235 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: UBC,American Wood Council. '5/16"x 3-1/2"lag screws with 2-1/2"thread depth are provided with all SolarMount racks.Installers must verify that lag pull-out values exceed Mnimum Design Live Lead per footing multiplied by an appropriate safety factor for each installation. V UNORMQTechnical Bulletin No. 103................. Code-Compliant SolarMount Installation 4b. Or Verify Maximum SolarMount Foot Spacing and rafters at your installation site can withstand the Design Live Determine Minimum Design Dead and Live Loads and Dead Loads. For assistance on this point,consult a local To minimize roof penetrations, consult Table 3 to determine professional engineer. Maximum Foot Spacing allowable for the Design Wind S. Verify Acceptable Rail End Overhang Pressure that you determined in step 3. Rail End Overhang (Fig. 2)must Equal SO percent or less of Find the make and model of the PV module you plan to foot spacing.Thus, if foot spacing is 72 inches,the Rail End install, then read or extrapolate Foot Design Live Loads and Overhang can be up to 36 Inches. In this case, two feet can Dead Loads at the maximum spacing. support a rail of as much as 144 inches(72 inches between To meet the code, SolarMount foot spacing must be at or the feet and 36 inches of overhang at each end). below the dimension listed.You must be verify that the 2003 lJ SolarMount / Overhang foot spacing Figure 2. SolarMount foot spacing refers to the distance between feet on the same rail.Overhang,the distance from end of the rail to the first foot,must be no more than half the foot spacing. t1t111 UU Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Table 3. SolarMount'" Loads per Footing at Maximum Foot Spacing Design Wind Pressure- Design Wind Pressure` 30 psf 90 psf 50 psf 30 psf 40 psf 50 psf ASE 300 Kyocera KC120 Maximum Foot Spacing(Inches) 83 72 64 Maximum Foot Spacing(Inches) 95 83 74 Minimum Foot Design Live Load(Ibs) 643 742 830 Minimum Foot Design Live Load(Ibs) 558 644 720 Minimum Foot Design Dead Load(Ibs) 100 87 76 Minimum Foot Design Dead Load(Ibs) 67 58 52 AstroPower AP65/75 Mitsubishi 120 Maximum Foot Spacing(Inches) 104 90 81 Maximum Foot Spacing(Inches) 102 88 79 Minimum Foot Design Live Load(Ibs) 512 591 660 Minimum Foot Design Live Load(Ibs) 523 604 675 Minimum Foot Design Dead Load(Ibs) 71 61 55 Minimum Foot Design Dead Load(Ibs) 61 52 47 AstroPower AP110/120 Photowatt PW750 Maximum Foot Spacing(Inches), 94 81 73 Maximum Foot Spacing(Inches) 102 89 79 Minimum Foot Design Live Load(Ibs) 568 655 733 Minimum Foot Design Live Load(Ibs) 520 600 671 Minimum Foot Design Dead Load(Ibs) 65 56 50 Minimum Foot Design Dead Load(Ibs) 64 55 49 AstroPower AP 150 Photowatt PW3000 Maximum Foot Spacing(Inches) 83 72 65 Maximum Foot Spacing(inches) 99 85 76 Minimum Foot Design Live Load(Ibs) 639 738 825 Minimum Foot Design Live Load(Ibs) 540 624 697 Minimum Foot Design Dead Load(lbs) 63 55 49 Minimum Foot Design Dead Load(Ibs) 62 54 48 BP Solar 275,380,585,SX75TU Sharp(Schott)165 Maximum Foot Spacing(Inches) 104 90 8o Maximum Foot Spacing(Inches) 91 79 70 Minimum Foot Design Live Load(Ibs) 513 592 662 Minimum Foot Design Live Load(lbs) 586 677 757 Minimum Foot Design Dead Load(Ibs) 66 58 52 Minimum Foot Design Dead Load(Ibs) 66 57 51 BP Solar SX75/80/83(old) Siemens SMI00/110 Maximum Foo[Spacing(Inches) 94 82 73 Maximum Foot Spacing(inches) 99 86 77 Minimum Foot Design Live Load(Ibs) 564 651 728 Minimum Foot Design Live Load(Ibs) 536 619 692 Minimum Foot Design Dead Load(Ibs) 74 64 57 Minimum Foot Design Dead Load(Ibs) 67 58 52 BP Solar SX 110/120 Siemens SP65/70/75 Maximum Foot Spacing(Inches) 94 82 73 Maximum Foot Spacing(inches) 104 90 81 Minimum Foot Design Live Load(Ibs) 564 651 728 Minimum Foot Design Live Load(Ibs) 512 591 661 Minimum Foot Design Dead Load(Ibs) 63 54 49 Minimum Foot Design Dead Load(Ibs) 67 58 52 BP Solar 850,MST43(old) Siemens SP130/140/150 Maximum Foot Spacing(Inches) 103 89 80 Maximum Foot Spacing(inches) 90 78 69 Minimum Foot Design Live Load(Ibs) 518 598 669 Minimum Foot Design Live Load(Ibs) 595 687 768 Minimum Foot Design Dead Load(Ibs) 86 75 67 Minimum Foot Design Dead Load(Ibs) 60 52 46 BP Solar MSX120 Siemens SR90/100 Maximum Foot Spacing(Inches) 108 94 84 Maximum Foot Spacing(inches) 93 81 72 Minimum Foot Design Live Load(lbs) 493 569 637 Minimum Foot Design Live Load(Ibs) 572 660 738 Minimum Foot Design Dead Load(Ibs) 53 46 41 Minimum Foot Design Dead Load(Ibs) 68 59 52 BP Solar 3160,4160,5170,SX150 SunWize SW85/90/95 Maximum Foot Spacing(Inches) 90 78 70 Maximum Foot Spacing(Inches) 95 82 73 Minimum Foot Design Live Load(Ibs) 589 680 760 Minimum Foot Design Live Load(Ibs) 562 649 725 Minimum Foot Design Dead Load(Ibs) 63 54 49 Minimum Foot Design Dead Load(Ibs) 69 59 53 Evergreen EC102 SunWize SW115/120 Maximum Foot Spacing(Inches) 91 78 70 Maximum Foot Spacing(Inches) 95 82 73 Minimum Foot Design Live Load(Ibs) 588 679 759 Minimum Foot Design Live Load(Ibs) 562 649 725 Minimum Foot Design Dead Load(Ibs) 65 56 51 Minimum Foot Design Dead Load(Ibs) 67 58 52 Kyocera KC80 UniSolar 64 Maximum Foot Spacing(Inches) 115 100 89 Maximum Foot Spacing(Inches) 98 84 76 Minimum Foot Design Live Load(Ibs) 461 533 596 Minimum Foot Design Live Load(Ibs) 546 631 705 Minimum Foot Design Dead Load(Ibs) 70 61 54 Minimum Foot Design Dead Load(Ibs) 50 44 39 'To meet code,your Design Loads must be at or above those indicated. You,the installer,are solely responsible for verifying that the roof can withstand these design loads.For specifications based on Design Wind Pressure values greater than 50 pounts per square foot contact UniRac,Inc. 4 NM c Technical Bulletin No. 103................. Code-Compliant Solar-Mount Installation Table 2. SolarMount'" Loads (lbs) per Footing at Standard Rafter Spacings Minimum Design Live Load Minimum Design Live Load Minimum as a Function of Minimum as a Function of Design Design Wind Pressure Design Design Wind Pressure Dead Dead two 30 psf 40 psf 50 psf Load 30 psf 40 psf 50 sf ASE 300 Kyocera KC120 - 48"rafter(foot)spacing 58 373 497 621 48"rafter(foot)spacln 2 468 64"rafter(foot)spacing 77 497 662 828 64"rafter(foot)spacln D 4 3�f D 623 _ 72"rafter(foot)spacing 87 559 745 NA 72"rafter(foot)spacln 1 421 56 701 AstroPower AP65/75 Mitsubishi 120 48"rafter(foot)spacing 33 236 315 393 48"rafter(foot)spacing 7 200 329 411 64"rafter(foot)spacing 43 315 420 524 64"rafter(foot)spacing 329 438 548 72"rafter(foot)spacing 49 354 472 590 72"rafter(foot)spacln9'�q 3 370 493 616 AstroPower AP110/120 Photowatt PW750 L 48"rafter(foot)spacing 33 291 387 484 48"rafter(foot)spacing 30 244 325 406 64"rafter(foot)spacing 44 387 516 646 64"rafter(foot)spacing 40 325 433 541 72"rafter(foot)spacing 50 436 581 726 72"rafter(foot)spacing 45 365 487 609 AstroPower AP350 Photowatt PW1000 48"rafter(foot)spacing 37 369 491 614 48"rafter(foot)spacing 30 263 351 438 64"rafter(foot)spacing 49 491 655 819 64"rafter(foot)spacing 40 351 468 584 72"rafter(foot)spacing 55 553 737 NA 72"rafter(foot)spacing 45 395 526 658 BP Solar 275,380, 585, Sharp(Schott)165 SX75TU 48"rafter(foot)spacing 35 310 413 517 48"rafter(foot)spacing 31 237 316 395 64"rafter(foot)spacing 47 413 551 689 64"rafter(foot)spacing 41 316 421 527 72"rafter(foot)spacing 53 465 620 NA 72"rafter(foot)spacing 46 356 474 593 Siemens SM100/110 BP Solar 5X75/80/85(old) 38 287 48"rafter(foot)s48"rafter(foot)spacingpacing. 32—D 259 45 432 382 64"rafter(foot)spacing 50 382 509 637 64"rafter(foot)spacing �49 i 3 345 ,460 576 72"rafter(foot)/spacing 49, 389�(OJ918 648 D 72"rafter(foot)sparing 56 430 573 716 Siemens SP65/70/75 �� �`J' 3 l.J BP Solar 110/120 48"rafter(foot)spacing 31 237 315 394 48"rafter(foot)spacing 32 287 382 478 64"rafter(foot)spacing 41 315 420 526 64"rafter(foot)spacing 43 382 509 637 72"rafter(foot)spacing 46 355 473 591 72"rafter(foot)spacing 48 430 573 716 Siemens SP330/140/ BP Solar 850,MST43(old) 150 48"rafter(foot)spacing 40 242 333 403 48"rafter(foot)spacing 32 319 425 531 64"rafter(foot)spacing 54 333 430 538 64"rafter(foot)spacing 43 425 567 708 72"rafter(foot)spacing 60 363 484 605 72"rafter(foot)spacing 48 478 638 NA BP Solar MSX120 Siemens SR90/100 48"rafter(foot)spacing 24 219 292 365 48"rafter(foot)spacing 35 295 393 492 64"rafter(foot)spacing 32 292 390 487 64"rafter(foot)spacing 47 393 524 656 72"rafter(foot)spacing 36 329 439 548 72"rafter(foot)spacing 52 443 590 738 BP Solar 3160,4160, SunWize SW85/90/95 48"rafter S%150 48"rafter(foot)spacing 35 285 380 474 48"raker(foot)spacing 33 313 417 521 64"rafter(foot)spacing 46 380 506 633 64"rafter(foot)spacing 44 417 556 694 72"raker(foot)spacing 52 427 569 712 72"rafter(foot)spacing 50 469 625 NA SunWize WS115/120 Evergreen EC102 48"rafter(foot)spacing 34 285 380 474 48"rafter(foo[)spacing 35 312 416 520 64"rafter(foot)spacing 45 380 506 633 64"rafter(foot)spacing 46 416 555 693 72"rafter(foot)spacing 51 427 569 712 72"rafter(foot)spacing 52 468 624 NA UniSolar Kyocera KC80 48"rafter(foot)spacing 25 269 359 448 48"rafter(foot)spacing 29 192 256 320 64"rafter(foot)spacing 33 359 478 598 69"rafter(foot)spacing 39 256 341 427 72"rafter(foot)spacing 37 403 538 672 72"rafter(foot)spacing 44 288 384 480 'To meet code,your Design Loads must be at or above those indicated. You,the installer,are solely responsible for verifying that the roof can withstand these design loads.For specifications based on Design Wind Pressure values greater than 50 pounts per square foot,contact UniRac,Inc. 3 Ask NO 'Technical Bulletin No. 103................. Code-Compliant SolarMount Installation 2. Determine the Exposure Category 4a. Determine Minimum Design Dead and of Your Installation Site Live Loads for Standard Rafter Spacing. The UBC* defines wind exposure categories as follows: Foot spacing refers to the space between L-feet(or stand- exrosune a has terrain with buildings, forests or offs, if used)along the same SolarMount rail(see Fig. 2, surface irregularities, covering at least 20 percent of page 5). If you are spacing feet to match a standard rafter the ground level area extending 1 mile(1.61 km)or spacing, consult Table 2 to determine your Minimum Design more from the site. Live and Dead Loads per footing. (If you want to maximize foot spacing to minimize roof penetrations,skip to step 4b on exrosuae c has terrain that is flat and generally open extending 1/2 mile(0.81 km)or more from the site in page 5.) any quadrant[or having scattered obstructions Locate the make and model of the PV module that you plan extending one-half mile:or more from the site in any to install and the rafter spacing at your installation site. Read full quadrant.This category includes flat or gently the Minimum Design Dead Load and read or extrapolate the rolling open country and grasslands. Sites normally Maximum Foot Spacing allowable for the Design Wind considered as Exposure B, but which are subject to Pressure you determined in step 3. topographic amplification or channellzation,such as To meet code,you must be verify that the rafters at your ridgetops or draws,shall be considered as Exposure installation site can withstand the Design Dead and Live C).t Loads. For assistance on this point,consult a local profes- EXPOSURE D represents the most severe exposure in sional engineer. areas with basic wind speeds of 80 miles per hour Go on to step 5 on page S. (mph)(129 km/h)or greater and has terrain that is flat and unobstructed facing large bodies of water over I mile(1.61 km)in width relative to any quadrant of the Table 1. Design Wind Pressure (psf) building site. Exposure D extends inland from the bWind SExposure Category shoreline Y. mile(0.40 kmy peed and Exp)or 10 times the building height, whichever is greater. 3. Determine the Design Wind Pressure Basic Wind Speed(mph) Required for Your Installation 70 80 90 100 110 120 130 Design Wind Pressure is the amount of wind pressure that a Category a structure is designed to withstand, expressed here in pounds IS'roof height 10 13 17 21 25 30 35 20'roof per square foot(psf). To determine the Design Wind 25'roof height 12 15 19 24 29 35 q1 Pressure required for your installation, apply the following 30'roof height 12 16 21 25 31 36 43 factors using Table 1: Category C • your Basic Wind Speed(determined in step 1), 15'roof height 17 23 29 35 43 51 60 20'roof height 19 24 31 38 46 54 64 • your exposure category(determined in step 2), and 25'roof height 19 25 32 40 48 57 67 • the height of your roof above the ground. 30'roof height 20 26 33 41 so 59 69 If your values fall significantly outside the range of the table, category D or if your Design Wind Pressure requirement exceeds50 sf, 15'roof height 23 30 38 46 56 67 78 p 20'roof height 24 31 39 48 58 70 82 consult UnIRdC, a professional engineer, or your local building 25'roof height 25 32 41 50 60 authority. 72 84 30' height 25 33 42 51 62 74 87 Source: These Design Wind Pressure(P)values are based on the 'UBC, Vol.2,Structural Engineering Design Provisions, formula P=C *C *q, *1w(UBC, Vol. 2,Structural Engineering Chapter Design Provisions,Chapter 16, Div.III, Wind Design,p. 7). 16,Div.Ifl, Wind Design,p, 7 Assumptions:f�=1 and Co = 1.3. ' tThe bracketed material is not included in the UBC and applies only to Calitomia.See 1998 California Building Code(Sacramento: Calliomla Building Standards Commission, 1998), Vol. 2,p.38.8. d NM nTechnical Bulletin No. 103................. Code-CF319ta S laFN�ptin�Installa 'ori N'S 0 2 Procedures for Meeting Building Codes ill ons Using SolarMount Universal Roof M This bulletin is designed to support applications for building • The roof on which the SolarMount will be installed permits for installations using SolarMount'N Universal Roof must be capable of withstanding the Design Dead Mounts, manufactured by UniRac, Inc. Load and Live Load per footing listed in Tables 2 and Follow the six steps below to install SolarMount in compli- 3 on pages 3-4. ante with the Uniform Building Code E" (Whittier, Calif.: • If the roof on which the SolarMount will be installed International Conference of Building Officials, 1997), has a pitch of greater than 45 degrees, consult hearafter UBC. UniRac before proceeding. To meet code,follow this bulletin in conjuction with 1. Determine Basic Wind Speed SolarMount Installation Instructions, Rev. 2(Unillac Pub. No. at Your Installation Site 020507-1, May 2002), which Is reproduced on pages 9-14. For the United States, see the UBC chart,"Minimum Basic Before proceeding, nate the following: Wind Speeds in Miles per Hour,"reproduced below. • This bulletin addresses only wind loads on the If your Installation is outside the United States or if you need assumption that wind produces the maximum load further assistance, consult a local professional engineer or factor affecting an installation.Verify that other local your local building authority. donors,such as snow loads and earthquake effects, do not exceed the wind loads.Give precedence to any factor that does. I , .� BO v 70 00 � I 1 ]0 I 90 7L , - I ro V I 00 L- i ,m r-- ,5 I 110 a 1 , [ 0 110 110 0 80 ,W ,O 80 00 ®Bn51C WIND SPEED)0 mpn ® SPEpeE WINO REGION q[lE: N Al. PIY IE{ 1 I.CAUTIO41 iUK A QN WWBIIW[IHWWpUNSW LEMOVPFIf VFEFP OF [p iC•1RE l 1 pF WINp{PFfAUUA WU6W W.L.N BNEOgN9 OF ALASKA 11. 15 bVLtfp 1 WM)It"I t. px{WyI IE q.NI PIOAB NugiNENMJN{W,p5A , .Wb y4[p WY pE FLPYY[0 RI BE CONFiIM EE1W E[N MF(q/.6RWF 410 ME NE.PF{f iYAM LCIIiq,P Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC,Vol. 2,Structural Engineering Design Provisions,Chap. 16, Div.III,Wind Design, Fig. 16.1,"Minimum Basic Wind Speeds in Miles per Hour," p.36. p Walter Gerstle Registered Professional Engineer Department pf avil Engineering UntvershY of New Mexico Albuquerque,NM 87131 Phone:(505)277-3458 Email:gersde®unm.edu Mr. John Liebendorfer May 14, 2002 UniRac,Inc. 2300 Buena Vista Dr., SE Unit 134 Albuquerque,NM 87106 Subject: Engineering Certification for UniRac SolarMouutru Universal Roof Mounts Dear Mr.Liebendorfer, I have tested and analyzed the structural design of UniRac's SolarMount Universal PV Module Roof Mount System in the following manner. (1) Laboratory test reports dated August 28, 2001, August 31, 2001, October 30, 2001, and January 28,2002,and April 22, 2002. (2) Structural design calculations based upon: (a)"Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures", The Aluminum Association, Washington D.C., 2000. (b) 'Me Uniform Building Code: Structural Engineering Design Provisions", International Conference of Building Officials,Whittier,CA, 1994 and 1997. (e) "Manual of Steel Construction: Load Resistance Factor Design" 3'" Ed., American Institute of Steel Construction, Chicago, A.,2001. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they aro installed in accordance with UniRac Technical Bulletin 103, "Code-Compliant SolarMount Installation", Publication 020508- 1, May 2002. If you have any questions or concerns regarding the UniRac SolarMount system please contact me. SincereyAterGe, W P E a AF'PO 10246 �p Technical Bulletin 103 J 30 3 By_ ;Fr �r ��LI �.�� GG,Q�+Q9 .A AE,yJ1TFHE lY!l-OD J u J .auPofT air °�sar. `���'°� 1 Code-Compliant VIE SOLARMOUNTT gi *g F5Y of 0, and spocrfications MUS€i !,,n cn the jr, at all times and itis ura� Installation f a Ong tg m.1:e any chances or, siterafro ermissian frons "p v�ritten P May 2002 raw C,-rn.r.f pt., City of Cupertino, y fiPt" &f -r1 cf this plan and specif=dontl St141 �rJ �`A to Permit or to be ora Pub. 020508.1 Qp talion of any provisfono @2002 by UnlRac, Inc. or State law- Au rights reserved. ConlenLs Letter of Certification ................................................................ ii Procedures for Meeting Building Code in Installations Using SolarMount Universal Roof Mounts ................................... I Frequently Asked Questions About SolarMount ..........................7 Installation Instructions ............................................................9 windload Project LISIN 'wind Date 6/19/03 By: G.McPHEETERS Mounting: Uni Rac SolarMount orequivalent Module: BP Solar SX150S4AngleA Angle A Wintllonding on PV Panels 'geffectwe Calculation via 1997 UBC Chapter 16,Division III F9 Wind Pressure Calc Slope Rise: ORun: 12 Angle: 18.4 Degrees Co height,exposure and gust factor 0.67 (exposure 0) table 16-G Cq pressure coefficient(+/-) 0.9 windward roof table 16-H qs wind stagnation factor at 80 mph 16.4 at 33 feet(actual only about 20 ft) table 16-F Iw height and terrain factor 1 P=C.Cr9 table 16-K P Wind pressure 9.9 psf BP SOLAR Module MW Width of a single module(h) 2.6 ML Length of a single module(ft) 5.2 M wt Weight of module(lbs) 33.1 4 module panel: Dimensions of PV structure: W width(ft) 5.2 L length(ft) 10.4 A area of PV panel(sq ft) 54.0 weight of AL Structure 24.0 Wt weight of panel incl. Structure 156 Fup max wind force(lbs) 534 Force on full panel area Fdown downward force of weight 148 Total Uplift Force(lbs.): 386 lbs For 4 module panel Attachments par panel brackets/panel 4 bolts/bracket 1 bolts/panel 4 Uplift force per bolt fibs) 96.4 Lag Bolt Attachment Strength D Lag bolt diameter(in) 0.375 G Specific gravity of wood(.31-.75) 0.5 t screw depth into wood(in) 2 (Minimum!) Sp Pull out strength per bolt fibs) 631.7 (for 3/8ln Rafter Bolt) Factor Of Safety 7 i ��-1 i Panel Weight:(lbs) 156 Panel Area: (sq.ft.) 54.0 r 8 7 6 5 4 3 2 1 THE INFORM.TION CONTAINED IN THIS DPAWING IS THE SOLE PROPERTY OF REV410N3 THE WRITTEN ANY REPROOF EC N IN PART OR WHOLE WITHOUT PROPOSED P V SOLAR SYSTEM REv. oESGao<xr+ GALE APPRWE. THE WRITTEN PERMISSION OF ECOENERGIES IS PROHIEIiED. PROPERTY LINE POWER RATING D j/pTOE 'C D COMP SHINGLE ROOF OVER ACGBy �l TC) 1 X6in SKIP SHEATHING 12in O.C.TYP. OVER 2X6in D.F. RAFTERS 24in O.C. OVER 30 2X4in PURLINS HALF SPAN WITH RAFTER TIES 1 X8in 4FT O.C.TYP. KING POSTS AND DIAGONAL BRACING 7 _ _ PROPOSED PV MODULES �����20 BPSOEARSX150 MODULES UNJR ' i -C,>F?DTOROOFWITH Uzt4:14 SQL MOUNT OR EQUIVALENT RAC IT COP OSIZE�L:'Alr.Bi :21.1in. H: bin. WITH RACKING1 C WEIGHT/MASS WITH RACKING: 2.9 PSF 1 E '1', n UU fAl B.CCCRC ~CE ;3111 THE C1TV Q 91�P aRt9i 'UDES 7 g �r`j DATE SIGf1ED This set of p ns and spacdiptions N IST be kept on the job at all times and it is urt'1 B lawful to make any changes Or alterati ins B 00 same Without written permission fl mrl the building Dept., City of Cupertino„ The Stamping of this plan and specificatim9 SMALL NOT be held to permit or, to be alt PROPOSED SMA 2500/D INVERTER appraVal of the violation of an -W: 171N4-i I21N.0:81N. y provisi pn WALL MOUNTED WITH LAG SCREWS of any City Ordinance or State LamL SITE PLAN EXISTING PG&E METER & MAIN PANELM PAR( OR NpAENCLATURE M m p1Y NO. M1IEMIFYINGNO. OR DESCRIPTION SPECIPICA110N REO. PARTS LIST A A PROPOSED SOLAR DISCONNECT UNLESS OTHERWISE SPECIFIED CAD GENERATED DRAWING, REQUIRED BY PG&E DIMENSIONS ARE IN INCHES DO NOT MANUALLY UPDATE ECOENERGIES TOLERANCES ARE: SQUARE D DU222RB OR APPROVED FRACTIONS OEC4MIS ANGLES APPROVALS DATE EQUIVALENT DRAWN MOUNTED BELOW MAIN PANEL xx- .xxx-.mxxx - I G. legs 06/19/03 CHECKEDAL& PAT LISIN VISABLE & LOCKABLE .TERIAE 7540 TIPTOE LANE fINISX =ESPENG CUPERTINO,CA 95014 ND(T ASSY USED ON — SRE DWG.NO. RP'. a APPLICATION DO NOT SCALE DRAWING SCALE GO FILE SHER I OF 1 3 1 < 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF REyoxxu ECOENERGIES ANY REPRODUCTION IN PART OR WHOLE WITHOUT REV. DESCRITTpN DATE APPRGyHb HE WRI EN RERM$$I°" EC° NERGIE= '$ PROHIBITED. PROPOSED PV SOLAR SYSTEM D POWER RATING D DC: 3000 W STC) AC: 2499 W CFC, PTC) JUf4,� 0 2003 ' By ,. C PROPOSED PV MODULES C 20 BPSOLAR SX 150 MODULES n p} OI Ni', B B a o 0 STREET ELEVATION M PAOR NOMENCLATURE OIY NO, IDEMIfYRI ING NO. OP DESCRIPfgN SPECYIUIION REOD PARTS LIST A A UNLESS OTHERWISE SPECIFIED CAD GENERATED DRAWING, DIMENSIONS ARE IN INCHES DO NOT MANUALLY UPDATE ECOENERGIES TOLERANCES ARE: FRACTIONS DECIWLS ANGLES APPROVALS DATE PRAWN .Xx� .XX -1 G.MCPHEETERS 06/19/03 AL& PAT LISIN xxx..p x NEGxED 7540 TIPTOE LANE M IERIM RESP UNG CUPERTINO,CA 95014 gNGx NEXT ASSY USED ON — 52E DWG.NO. REy. B APPLICATION DO NOT SCALE DRAWING SCALE CAD fllE SHEET 1 Of 1 IDE ¢Y DESRID,EM Em ANTE pp,pyp _ { i Adjustment Factors { I Conductor Circuit , Voltage Load(A) Duty i Tamb j Raceway Ampacity Size 'JProtection EGC PV 1, 2 PV source ! 479 ' 6 I 0.8 ' 0.58 ! 0.8 16 XHHW-2 10i 15 ` AWG 10 Symbol i Equipment { Manufacturer I Model# PV Out PV Output 479 12 I 0.8 0.88 j 1 17 THWN 10 (15_ AWG 10 INV Inverter SMA Amedca i SWR2500 Inv Out Inverter output 240 11 0.8 0.88 <— 1 16 THWN 14 15 —� AWG 6 MOD Photovoltaic Module BPSolar SX750 _ GEC Grounding Electrode Conductor DC __ j�� AWG 8 s DCD PV DC Disconnect GE THJ2261 RDC S t— PVGFP PV Ground Fault Protection SMA Amenca { 1-Amp _ �r w NOTES I - — ---- n PV circuit load amps are short circuit current x 1.25 ( ! —� - ACD Outdoor Solar Disconnect Square D ! D221NRB ,I PV voltages derated for 00 ambient Roof top conductors derated for 700 ambient, others for 40D ambient - v 1 3 '-'-------- Grounding conductor t Positive (or phase) conductor ! Grounded negative conductor 15 a D Circuit breaker with size (A) �� tip0 L� Fuse, with rating - !N rrAO=V, i C° VJITN THE C Ty f�li: c AND ORD Aprj1 CF�i Spa Branc Cl t �t , SMA AMERICA SUNNYBDY 2500 *�s f ^'- ns and SF.cIIlCatiO ES Sj `�\ t' a Yt job at all times and it is ur, ? �pNN LFy changes or. alteration F , Pvl {" ` ; ' '=g t y mitten permission fror_a Io 30-A DP SS °� ' y. . -^r city of Cupertino. oT cn 'zl L GFDI t, SPU "I on5 No. E15537 1 I ---- - ------------ - - - --- -- -- 1 40-s 1 this plan and spr to ati z Ex 9-30-05 x i is at i P L , PV2,o I GFP BondOV SIO I---:CE - - - of a - T.• nV rn9 INV is GEC .F..^Y ,,. I '3 or S4.'a C L____________________� ACD " ^-��� C � 100 q l 1 Inv Out DCD ---- PV Out 30-A SS SERVICE ENTRANCE REVISED 7/29/03 - Fused AC Disconnect Tap conductors from Spa Branch Circuit RWI IIE"TIFTING NMP@ WE IPTIM INT� QTY LIST S IMTM & DQ f SCN.E M,V Tb2 OOCUOf] IS itC PROPEgTY 6 PIF4QTNCS I"TERINiI®il1 LLC RCPI®tCTIIN y gCyEAS VIi1pJT EY.PRESS PC1016SIIN IS STRICTLY PAPi[BITEA tHEIIS QIIffRVLSE SPEC6]E➢ .; nD+Emlws PaE I" IRacs a, DJL 6/26/03 V 1 EcoEnergies Lisin Residence """ �` .PPDotar Electrical Syste SCHEMATIC PL IZC FSC" 16 DVG NL REV. C4SIp iVPI✓aVK MPI.SGTIIN ypEC 14 SCN2 SIEEi 6 r aEvxs:na ' - >a¢ lEV �4-a.9T[W EID M:E wvdYCO OPERATION: Normal operation is grid interactive with net metered sale of available PV energy. Upon loss of grid inverter automatically disconnects from grid using internal relay LT, per UL1741. O DEVICES 0 [• , rl(1r' - - fir C� �pVAN LEy^ lC�� a 27/59 under/over voltage �tU/��`� �C: y, V 81 O/U under/over frequency Z 50 Grid short No. El 5537,il m+ LT Grid present and synchronous CC Exp. 9-30-05 51G PV ground fault r U - �7'rwS-YJA:,�i� �•� �r THE riff, �I I1 PIP Ground i •sem.::.. Fault I •. t "� ROOF MOUNT Protection z--C -;aUcns ilU3Y- 1 A 30-A SS j i. . s t r° ct a:1 times and it is changes or altera6'ns LT permission (Coat I,v c:r;lt-n F amino. PJJ3 10 B1 of �l vn Cdy of Cup� I II Iermt Spa Branch Circuit P10T be held io pI Ilal of the iolation of anYit �.atranceo2Vpa .•U�lel strinInverter I �� ,�,�1 0 SMA America Sunny Boy 2500M GE Pho Eovoltaic Sola PGE 30 A DP SS 2'5 kW 3 kWp DC 240 VAC THN22GIRDC i 345 VDC operatin 40 s 8.8 Amps operatin Service qq 2.5 kW AC Entrance D221NRBD I I I HOUSE EXTERIOR j REVISED 7/29/03 Fused AC Disconnect I Tap conductors from Spa Branch Circuit ITEM ICFNTt�YIii". 1111➢IX DESCWPTIDN IMTQQK Pil' LIST 6 IMTEAIKS ID MT SSIiLE MMVpG THIS WCUCM IST Pa(PETITT 6 RQ( TNCS P?ERIM"EQ" LLC REPf�AlCTIISI O! R6LASL VSi1SSJ{ EL'IESS PEbVSSIRi li STRKTLI P*mYWTEIl UlFS2 Qf1EFVI5E SPECK® DEEp1KS� IPL= ePL= �/ E c o E n e r g i e s `� 3PE= FMCS I/Sf [N( ® = TEisiResidence wTEarK +PPA gist Electrical SstL' ❑NELINE DIAGRAM [ESIGN K NYppVK ZE FS 16 DV IA aEV. !QT/�TSCIIAT USES M CIIS MEA VK �uG'TSM SPEC M6 SGL[ SeEFf 6