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KIWI WAY 16511_14-00000589
CITY OF LAI , �=? LSIHQRE BUILDING & SAFETY DREAM FXTREMETM 130 South Main Street PERMIT JOB ADDRESS . . . . . 16511 KIWI WAY DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR STAFFORD CHRISTOPHER SOLARCITY CORP. STAFFORD DEBORAH 3055 CLEARVIEW WAY 16511 KIWI WAY SAN MATEO, CA 94402 LAKE ELSINORE CA 92530 650-638-1028 LIC EXP 0/00/00 A. P. # . . . . . 389-424-001 1 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 15 , 000 ZONE . . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 . 00 45 . 10 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 52 . 00 . 52 PLAN CHECK FEES 169 . 13 . 00 169 . 13 TOTAL 498 . 00 . 00 498 . 00 tw> 03NTER2 TyW. i : I f 13114 13 Rewipt no: qa EP BJUH m1gr 1° 00 IK O 17-m1 Transdates 3f13/14 Tire., 13.--T4;y4 City of Lake Elsinore Please read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the_lob and the sty cture.s no,;...--ndP.ti or offered for sale. _3..I,as owner of the property,am exclusively contracting with licensed contractors to construct die You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4. I have a certificate of consent to selfmsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: _5_I shall not employ any person in any manner so as to become subject to Workers Compensation I-aws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deetned revoked. ELO i Temporary Electric Service PLOT Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 Grout BPO4 Slab Grade PLOI Underground Water Pipe SSO1 Rough Septic System SWOT On Sit,--Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit 1.3 04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical N E02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPI O Framing&Flashing BP12 Insulation BP13 Drywall Nailing BPI 1 Lathing&Siding A !!!! PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building F Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City POO I Pool Plumbing/Pressure Test P003 Pre-Gimite Approval Date Inspector EL06 Rough Pool Electric Planning v_ Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance PW5 Pre-Plaster Approval Engineering _ P009 I Final Pool/Spa CITY OF �5z- DRF-Am EXT R-E M E ,- 130•South Main Street APP,LI ATION N��� APPLICATION FOR � (J 1LI�IN� PERMIT DATE CATION R,EtIVE� DATE VALUATION CALCULATIONS e L/,2 `/-- 00 / BUILDING ADDRESS, 1st FLOOR SF lLp V— W L-L-3 THAUT BLOC PAGE LOT/PARCEL 2nd FLOOR SF NAME 3rd FLOOR SF 0 1F` C �`\S W MAILING P GARAGE SF N ADDRESS US1 I—LW\ E CITY S 1 ATE7Z4 STORAGE SF R LAke 'i In 2530 I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF 0 LICENSE# -6Q0 CITY BUSINESS N AND CLASS C.. TAX# T NAME VALUATION: 1$'�7'�8� R r A MAILING C ADDRESS 3�5 —kkCV FEES Ch TO CITY STATE/�Z �b� HONE' 02-6 BUILDING PERMIT $ R CONTRACTOR-6 SIGNA RE ATE _ , 3 3 PLAN CHECK NAM LICE SE A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION ❑ NEW OCC GRP./ CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑APARTMENTS 1 certify that I have read this application and state that the El CONDOMINIUMS HAZARD YES above information is correct.1 agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: tion purposes. ❑ DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION A/1,311 I q v lS Signature of Applicant or Agent Date Agent for E] contractor ❑ owner Agents Name Agents Address Street City State Zip - Version#31.4 !�...""".',,SolarGity 3055 Clearview Way, San Mateo, CA 94402 v,�r (888)-SOL-CITY (766-2489) 1 www.solarcity.com March 8,2014 Project/Job#9252536 RE: COVER LETTER �1 Project: Stafford Residence � 16511 Kiwi Way Lake Elsinore,CA 92530 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = 2013 CBC,ASCE 7-10,and 2012 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground/Roof Snow Load = 0 psf -All MPs: Roof DL=14 psf, Roof LL = 19 psf Note: Roof live/snow loads are reduced per applicable codes referenced above. On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2013 CBC. 4 ror Please contact me with any questions or concerns regarding this project j ,. ; Sincerely, Abe De Vera, P.E. Civil Engineer Main: 888.765.2489,x7526 email: adevera@solarcity.com ri a =w 3055 Cleat-view Way Salt Mateo, CA 94402 T(660)638-1028 (888)SOL.CITY r(650)638-1029 solarcity.coln ;w 03.08.2014 Ago*IV Version#31.4 tTM ty SleekMoun PV System Structural Design Software PROJECT INFORMATION &TABLE>OF CONTENTS Project Name: Stafford Residence AHJ: Lake Elsinore Job Number: 9252536 Building Code: 2013 CBC Customer Name: Stafford,Chris Based On: IRC 2012/IBC 2012 Address: 16511 Kiwi Way ASCE Code: ASCE 7-10 City/State: Lake Elsinore, CA Risk Category: II Zip Code 92530 Upgrades Req'd? No Latitude/Longitude: 33,700681 117.396586 Stamp Req'd? Yes SC Office: Murrieta PV Designer: Diana Blank Calculations: Abe De Vera P.E. ` EOR: Abe De Vera P.E. Cover Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 1/2-MILE VICINITY MAP x4 3 ,d } S f�rc i w, z. i A F r 16511 Kiwi Way, Lake Elsinore, CA 92530 Latitude: 33.700681, Longitude: -117.396586,Exposure Category:C SEISMIC CONSIDERATIONS Seismic sign Criteria (per USGS Seismic Design Code ASCE 7-10 Latitude 33.7007 Longitude -117.3966 SRA at Short Period SS ' 2.027 USGS SRA at is Period Sl 0.761 USGS Soil Site Class D IBC'1613.5.2 Seismic Desi n Category SDC E USGS Seismic Check Required(Ss 2: Yes IBC 1613.1 0.4q&SDC2tD ? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Wei ht of Proposed PV S stem Area Dead Load I Weight" PV System Weight 1 554 sf 3 psf 1 1662 lbs Total Weight of PV System wfpvl 1 1,662 lbs Wei ht of Roof on 1112)(isting Building Sum Area of MPs with PV 1272 sf Portion of Roof Weight Area Dead Load Weight Roof 1,272 sf 14.0 psf 17,804 lbs Ceiling 1,272 sf 6.0 psf` 7 630'lbs Interior Walls(Top Half) 571 sf 6.0 psf 3,423 lbs Exterior Walls(Top Hal 571 sf 18.0 psf 10,270 lbs Net Weight of Roof Under PV W exist 39,129 lbs Check%o Increase of Roof Weight/ Seismic Shear Load %Increase of DCR of Lateral 4.2% IBC Sect. Force ResistingSystem wtPv��Wc""t) Increase Seismic Shear Load c 10%, KI 3404.4 Note: Seismic base shear is directly proportional to roof weight. LOAD ITEMIZATION - ALL MPS PV System Load .5 psf PV Module Weight(psf) 2.5 psf Hardware AssemblyWeight s PV System Weight (Ps 3.0 psf Roof Dead Load Material Load Roof Category Description ALL MPS Roofing Type Flat Tile Roof 10.0 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 14 psf(ALL MPS 14.0 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-10 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At <200 sf Roof Slope 5/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction RZ 0.95 Section 4.8 Reduced Roof Live Load Lr Lr RI R2 Equation 4.8-1 ' Reduced'Roof Live Load Lr 19 'psf ALL MPS 19.0 psf Ceiling Dead Load Material Load Ceiling Joist Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Insulation` Yes 1.4 psf Finish 5/8"Gypsum Board 2.8 psf Miscellaneous Miscellaneous Items 1.1 psf Total Ceiling Dead Load 6 psf ALL MPS 6.0 Psf Simpson Strong-Tie Truss: MPIA& MP3 JobName: Stafford Date: 3/8/2014 6:02:23AM Component SolutionsTM Page: I of 1 Tress Version:4.29.2[Build 41 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 24-6-0 5.5/12 1 1-8-0 1-8-0 0-0-0 0-0-0 1 24 in 94 lbs 27-10-0 — 1-8-0 6-6-0 5-9-0 _ 5-9-0 6 6 0 1-8-0 12-3-0 18-0-0 24-6-0 5x5- 3 12 12 5.5� �5.5 3x4/ 3x4\ 2 4 ao m� ODN b 7 5x8- N �0 3x7/ 8 6 3x7\ 1 1x41 IAA 5 10 9 2.5 12 12 0-0-0 2-5-14 0-0-0 6-6-0 5-9-0 5-9-0 6-6-0 —I 6-6-0 12-3-0 - 1g_0_0 24-6-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (Ps0 Bldg Code: IBC 2012/ TC: 0,78(1-2) lkrt TL: 0.46 in L/618 (6-7) L/180 TOLL: ]I TPI 1-2007 BC: 0.68(SCi) Win LL: 0.19 in L/999 (6-7) L/240 TCDL: 14balx) Rep Mbr Increase:Yes Web: 0.55(4-7) Hom TL: 0.3 in 5 BOLL: 0 D.O.L.: 125% Ctccp Factor,Kcr=1.0 BCDL: 6 rake Plate 011k is(J t X YAlrg) (I 5 3 I-8 12) (2A-12 3-1 25) (3:0-0 3-14 0) (4:1-12 3-1 25) (5'5-3 IR 12) (6:0.0 3-9 9).) (7:04),3-3,0.) (8:04).3-9.90.) Reaction Summary JT 7Wpe Brg Conbo Brg Wdlh Macuil Rqd Big Wdth Max React Max Gnv Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Han,, t Pin(Wall) 1 3.5 in D-glas-Flr-Larch I.50 in 1,291 lbs 5 H Roll(Wall) 1 3.5 in Doaglns-Fir-Lech 1.50 in 1,297 Ills - - - Material Summary Bracing Summary TC DFL#2 2 x 4 TC Bracing: Sheathed or Pndins at 2-5.0,Pullin desigi by Others. BC DFL#2 2.x 4 BC Bracing Sheathed or Pndins at I0-0-0,Pullin design by Others. Webs DFL#2 2x 4 Loads Summary 1)Mininmmstonge attic loading in accordance with IBC Table 1607.1 has not been applied 2)In accordance with RIC-Ihbic 1607.1,minimal BCLL's do not apply. Load Case D1:Std Dead Load Distributed Loads M rbei Locai on i 1 Location 2 Direction Spread Start Load _ Fard Load Tdb Width Top -0-7.) 8-1-0 Down Rake 9 list 9 psf 24 in Top 15-1.0 25-0-0 Down Rake 9 psf 9 psf 24 in Member Forces Summary Tab lc indicates:Mcl ber to,nmx CSI,nvnx axial fo=,(m x conipr force ifdilferent fare am axial force) TC 9-1 0.208 531bs 2-3 0.372 -2,531 lbs 4-5 0.746 -3,6591bs 1-2 0.776 -3.621 lbs 34 0.373 -2.5391bs 5-10 0206. 521bs BC 15.6 0.676 3,303 lbs 6-7 0.621 3,306 Ibs 7-8 0,612 3,2701bs 8-1 0.673 3,2681bs Webs 2-8 0017 701bs 3-7 0.284 1,6091bs 4�6 0017 68 lbs 2-7 0.528 -1,0311bs 4-7 0,546 -1,0661bs Notes: 1)When this tress has been chosen for quality assurance inspection,the Plate Placencnt Method per7Pl 1-2002/A3.2 shall be used. Cq=1.17. 2)Tlic end of ev rychord segnent shall be braced Iatenlly perpendicular to the pl:me of the tress. Late al braces shall be installed within 6"ofthe end ofenli chord segmnt. 3)Bmce bottonichord with approved sheathing 4)Bearing netedal shown in the above table has only been chmlcd for msisance perpendicular to gain,acid does not indicate adequacy of nmtedal for other design considendio ns. •N(7fICi:'Acnpy of Ibis Acvyr droll be lhmid¢d io the crcctimr rontmaor. "fhc dc.dgn oC dris individual tnivY iv bvv-d on deugr criicrin vnd reyuim eats mpplicd by thc'lluss Mnnnfucturcr and relics upat the rrccumcy rare compicicncsv of the Simpson Strong-Tie Company im,.0 .1 kml,by the Baildiag Ilvy,o A xvl oa Ibis drawing indicmcs nwepivncc oC profe.dmrvl engine rin6 roV..bibly.110y for the nusureompone n do tig/,dre w,.The ail bilily and uv:of In, compnne v for uny puriicnlnr building de.aggris the respwrsibiliry of the 13vildirrg 11vy,cr,PrrANSI/'1'PI 1-2ap7 Chupier2. 'WARNING'"I'm rryniro proper handling c cclion,re inn and bracing. Rctbr iu the I.—edition of BCSI uhdldiag Component S foty hr fomrmi-piatly produced by fill arrd SBCA)for proper i aallntirn n da ds and impanma mfany inmrnmiiar rdmiag ro the rrniro car�mciia,line Is dm ubxnee of yrcciro b—.Irma,aad by all- We in.tnuan M, (including inslullmiw tolerances)vnd icmpomry rc9minl/bracing.I'nc�im.¢•s droll be in vecomanec nigh I3CS1431 vnd BCSI-B2.Tra' ,.lm rcyuim pcmumcni r canal/bracing of chords vnd ccn m web memM:m(sshcre mdw-d).Thisdmaing rndy indicmcs the locations for lateral rest rainy."nc�method of individual imvv member rcstmim/bracing drall be ns y><cificd by the Building Ibugncr per ANSI/I'PI I,Chnpicr 2;if y,cci fie i,,,pemurnenl bracing deign i.s non s ,,ibud by oil— dris dm 11 he n«ompli Arcd by,bud 1 induvry Inicml reamint rand divgonal bracing dcinils in nccordnncc wiW 13CSI 131 or 13CS1-B7 usnppiicvblr.'IM poirrANP"Phis dcugn.-aa-the inru is munufnc ur1d m accoNancc winh 0a"bawiag rmd the ynnlny cnicna apcciliod in ANSIfriPj 1 Ch.,,c 3. NI crnnrcclor plmcs droll Inc manuhrmumd by Simpxnr Sva,g=1'ic Company,Inc in nccorduncc with 13 SR-27(r2.All conucaor prates care 20 gage,unlc.'11 c ywcihcJ plane azc rs f Iloncd by,, "-Is,which indicmcs an 18 g.gc pime. Simpson Strong-Tie Truss: MP1B & MP2 R i r r JobName: Stafford Date: 3/8/2014 6:05:54AM Component SohltionSTM Page: 1 oft Truss g Version:4.29.2[Build 41 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 20-6-0 5.5/12 1 1-8-0 1-8-0 0-0-0 0-0-0 1 24 in 81lbs 23-10-0 1-8-0 5-4-0 4-11-0 4-11-0 5-4-0 1-8-0 5-4-D 10-3-0 15-2-0 20-6-0 4x6- 3 12 12 5.5 F_ -15.5 1 x4\ 1x4/ 2 4 0 N �N�}} d 3x4- 3x4- i 9 8 7 6 10 3x4- 3x4- 3x4- 0-0-0 0-0-0 F 6-10-0 6-10-0 6-10-0 6-10-0 13-8-0 20-6-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (ps0 BldgCode: RIC2012/ TC: 031(1-2) Shn TL: 0.12in L/999 (6-7) L/180 TOLL: 19 TPI 1-2007 BC: 0.46(56) Akit LL: 0.04 in L/999 (6-7) L/240 TCDL: 14(rds) Rep Mar hictease:Yes Web: 0.10(3-8) Hon TL: 004 in 5 BCLL: 0 D.O.L.: 125% Creep Factor,Ker=1.0 BCDL: 6 Plate OlReis(3 t'X YA1i0: (1:3-9 24 0) (2<)0 3-14 55) (3:0-0 3-14 O) (4:0-0 3-14 55) (5:3-9 2-0 0,) (6:04)3-8 0.) (7-04),1-12,0,) (8:04)3-8,0.) Reaction Summary 1T Type Brg Conbo Btg Width Mate dal Rqd Big Width Mas React Max Gr3v Uplift Max MWFRS Uplift Max C&C Uplift Max Uplia _ Max Horiz I Pin(Wail) 1 3.5 in Douglas+n,latch 1.50 in 1.110 lbs - - 5 H Roll(Wall) 1 3.5 in Douglas-Fir-Lech 1.50 in 1.104 Has - - - - - Material Summary Bracing Summary TC DFL112 2.x 4 TC Bracing: Sheathed or Purlins at 444),Pndiu design by0lhers. BC DFL k2 2 x 4 BC Bracing Sheathed or Pudins at 10-04),Pullin desigir by Others. Webs DFL 42 2 x 4 Loads Summary I)This truss has been designred for the effects due to 10 psrbottoni chord live load plus dead loads. 2)Mininumstotabr attic loadingin accotdarice with IBC Table 1607.1 has been applied Load Case D1:Std Dead Load Distributed Loads Menber 1,ocation,1 Location 2 Direelion Spread start Load End Load Ttib Width Top -0-7-0 84-0 Donar Rats 9 psf 9 list 24 in Top 13-2-0 21-0-0 Down Rake 9 psf 9 psf 24 in Member Forces Summary Table indicates:Member D.nax CSI,arts axial force,(am cony}r force ifdilfereat fianuiax axial force) TC I1-2 01161.314 53 Ibs I34 0.312 -1,170 Its 4-5 0,305 -1,796 Ibs -1.80716s 1560 lbs IS-10 0206 5216s BC 56 0462 1559 lbs 6-8 0391 10291bs - 8-1 0462 1,569 lbs Wes 2-8 0066 426 lbs 13-8 0098 555 lbs 136 0,097 547 lbs 1 b 4-6 0.064 41/tos Notes: l)When this buss has been chosen for quality assuruice inspection,die Plate Placencnt Method per TPl 1-2002/A3.2 shall be used.Cq=1.17. 2)The end of elery ehotd segtront shall be braced laterally perpendicular to the plmre ofthe tmss.Lateral braces shall be insl:dlW within 6"of the end of each chord segticnt. 3)Brace bottom chord with appmced sheathing 4)Beating traterial Shown in the abo}e table has only been checked for resistance perpendicular to grain,and dots not indicate adequacy of i aterial for other desiou considerations. •NtYI'ICIi•Acopy of thinJcuyr Andl M1c fimidmd to the erection cwnractor. Tlm dcagn of This individnnl tmaisM1acJ wr Jevp7t c arN"qai c�tswpplicd by the'1'ms Mvvufncty"r anJ rclicsvlwrr the accuracy and unnpletcnavcof the Simpson Strong-Tie Company in4+naatiwr wt fonL by dre 13vilding Ib.d@ter A.cal m this Jrmring indicates vcceptvn of prole.vonnl engine ring"ywrrdbility wl<ly f r the tm.,urmrymcm dcuFr.shot".The m lability unJ uu:of this componea for any paniculur builJing deal p7r is We rcyxxrubi l i ty of the 13,ilding D:u tact,per ANSI/'1'PI 1-2007 Clmptcr 2. •WNiNING•'f".msrcgni"proper handling,unction,ruarnint and bracing.Refer io the ti11CU cditiwi nl'13CSI(13vng compewwm Safety hrf naaiimrjointly prwlnccd by'ITI and S13CA)far proper hN.11u1iwt n cthads nud imp.a a vfufy iafomrvtku relating to the w tm crnwmctiwr lira ncc N the nbm of specific inu,t "dkfw and icrapomry rat/brvcmg 4+ccrhurrons by ofh.,fhu in.lvllviiwr (inoluding intallntiwt tolemnecs)and tmnpo"ry revr mvb—mgofilrerater,.hull Ix it,nceoNanec++ith BCSI-111 vad 13CSI-132.Tut us als+"quire pemmnent aaraint/brncing of chords and�caoin ueb membcn C+sfie"inJicnlcA).'Phis dmxing ratty inJicatcs the hxations(rlvicml rc Vrnint. The meniod of indiviJual mist member".iraim/bracing.+raft be ns yccired by the l3nilJing llugner per ANSVI'PILClivptcr 2,if specific im.0 pcmrancnf bracing dcagn iv not yccifeJ by other this shell be uccwnpli JruJ by u,ad.N m&d y Inic"I—int and diagonal bmoing demil.v in neuaJunec r+uh BCSl.B3 or PCSbd7 a.vppli-bl,•IMI'Olti'ANI"fhix Jcagn v.mmce the im.x i.manufaetnnd is acconlvnee r+ith IN,dmr+ing vad the gnvliry criteria aW i(wd in ANSI/J'PI I Chaptor 3. NI cwmuutor plu .,Ora tl Iw munn(ncar"d by Slny.wr Strwrs'I'ie Company,lac in acconhnwc s+itlr I:SR-27G2.NI conncetor pintos ere 20 gage,nnlusc the y+ccifiod plate uzo is RJancd by v "-IB"which indicates an IB gage plate. CALCULATION OF DESIGN WIND LOADS ALL MPS Mountie Plane Information Roofing Material Flat Tile Roof Sl PV System Type oarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware MighjX Hook HDG FT Roof Slope 240 Rafter Spacing 24"O.C. E-W Purlin Spacing E-W Installs Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Span IStanding Seam Spacing SM Seam Only NA Wind Design—Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h ` 25 ft I Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz)(Kzt)(Kd)(VA2) Equation 30.3-1 Velocity Pressure qh 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/B/C-5A/B Ext, Pressure Coefficient"town GC 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p= qh(GC ) Equation 30.4-1 Wind Pressure Up -21.8 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 52 Max Allowable Cantilever Landscape 24" 24" Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 26 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 297 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 59.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" " 19„ , 24 24" ; Max Allowable Cantilever' Portrait Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 198 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.7% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALL EXPOSED CONDUIT WILL BE PAINTED TO AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, MATCH HOUSE. City of Lake Elsinore BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. ALL LABELS WILL BE MADE FROM REFLECTIVE Nanning visio r v l DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE MATERIAL. EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. Cur�� tAo ►C-� Approved By: EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT ING�b� �j� ot�-4 GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. �O° GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL ,�C- C�C I?"_3 121 3 SqLt HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) , I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER KE EL Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR CITY OF LA tN Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). 13UILDING DIVISION kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE C NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE PERMIT NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR APPROVED SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47, TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT " 1 I`' 1'I PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS ' PV4 STRUCTURAL VIEWS, CONT rtn " PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached CA # 888104 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. C-10 2, THIS SYSTEM HAS NO BATTERIES, NO UPS. _341� Ben Liul 3. SOLAR MOUNTING FRAMES ARE TO BED L - .- GROUNDED. f� 4. ALL WORK TO BE DONE TO THE 2013 MODULE GROUNDING METHOD: ZEP SOLAR CALIFORNIA BUILDING CODE AND THE 2013 � CALIFORNIA RESIDENTIAL CODE. REV BY DATE COMMENTS AHJ: Lake Elsinore 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV A NAME DATE COMMENTS THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. ,� f UTILITY: Southern California Edison n 0 r �_d'; rE. A' f'4F,,.•�w3 s a',,001 J B-9 2 5 2 5 3 6 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: Diana Blank lw SolarCit CONTAINED SHALL NOT BE USED FOR THE STAFFORD CHRIS STAFFORD RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 16 511 KIWI WAY 8 KW PV Array ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Mateo, CA Way THE SALE AND USE OF THE RESPECTIVE (32) CANADIAN SOLAR # CS6P-250PX SHEET: REV: DATE San Mateo, F: 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: T-SOL ITY(7 5 489)w)638—T029 PERMISSION OF SOLARCITY INC. '"'Multiple 9516096436 COVER SHEET PV 1 3/7/2014 (888)—SCL—CITY(765-2489)www.solarcity.com Multi le Inverters c Ben Liu PITCH: 24 ARRAY PITCH:24 `;, - p✓... - "'�"' o MP1 AZIMUTH:288 ARRAY AZIMUTH:288 _ / r --- MATERIAL: Flat Cement Tile STORY: 2 Stories PITCH: 24 ARRAY PITCH:24 MP2 AZIMUTH: 108 ARRAY AZIMUTH: 108 MATERIAL: Flat Cement Tile STORY: 2 Stories vI �� PITCH: 24 ARRAY PITCH:24 Fire setback _ d 3'Fire Setback M MP3 AZIMUTH: 108 ARRAY AZIMUTH: 108 01 0 MATERIAL: Flat Cement Tile STORY: 2 Stories ZT/9 - v v D Pitch 2 M 31 A -0 0 0 Fwtback STRUCTURE— — — — - — I ° p d CHANGE 0 0 B F Q LEGEND o n 3 (E) UTILITY METER & WARNING LABEL 0 0 C -D u100 0 a INVERTER W/ INTEGRATED DC DISCO Un-Locked Gated Is & WARNING LABELS 0 0 a I M DC DISCONNECT & WARNING LABELS ZT/9 y" I © AC DISCONNECT & WARNING LABELS � ® C / DC JUNCTION/COMBINER BOX & LABELS 01 Inv ' C D DISTRIBUTION PANEL & LABELS I 0 � �r I . Lc LOAD CENTER & WARNING LABELS Inv I 0 ° � 1 " Ciof��,. O DEDICATED PV SYSTEM METER Lc _ J a � �,.., , o fire Setback Fire Setbac 0 STANDOFF LOCATIONS �� CONDUIT RUN ON EXTERIOR ted- CONDUIT RUN ON INTERIOR _. / ' STAMPED AND SIGNED — GATE/FENCE ,.� ST � � Q HEAT PRODUCING VENTS ARE RED V FOR STRUCTURAL ONLY INTERIOR EQUIPMENT IS DASHED -- f SITE PLAN - - TOTAL ARRAY AREA (SF): 566 �.� �~� • 2276 Front Of House TOTAL ROOF AREA (SF). Scale: 3/32 = i' \� -~ TOTAL ARRAY AREA IS F8 24.85 01' 10' 21' W PERCENT OF TOTAL ROOF AREA PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-9252536 00 STAFFORD CHRIS STAFFORD RESIDENCE Diana Blank �.jmP ;,SO�arClt`/ CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 16511 KIWI WAY 8 KW PV Array r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook y PART TO OTHERS OUTSIDE THE RECIPIENTS :MODULES LAKE ELSINORE, CA 92530 AL '"' 3055 ORGANIZATION, EXCEPT IN CONNECTION WITH Mateo,CA 9402 Way THE SALE AND USE OF THE RESPECTIVE (32) CANADIAN SOLAR # CS6P-25OPX PAGE NAME SHEET: REV: DATE: T:(650)638 1028 F:(50)638-1029 PSOLARCITY ERMISSION OUIPMENT, WI TOUT THE WRITTEN INVERTER: 9516096436 SITE PLAN PV 2 3/7/2014 (�)-SOL-CITY(765-2489)www.solarcity.eom Multiple Inverters Bentlu we— Ca F SI SI 1'-8" 5'-4 (E) LBW (E) LBW SIDE VIEW OF MP1A NTS A SIDE VIEW OF MP1B NTS B MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1A X-SPACING X-CANTILEVER Y-SPACING 1 Y-CANTILEVER NOTES �„ " _ J —_ _ LANDSCAPE 72 _� 24" 52" i 24" LANDSCAPE 72" ! 24" 52" � 24" _ _ �____ __�...._.__„________A_.___�. PORTRAIT 48" 19" 52" 1 24" PORTRAIT 48" 19" 52" 24" RAFTER: 2X4 @ 24"OC ROOF AZI 288 PITCH 24 STORIES: 2 ROOF AZI 288 PITCH 24 STORIES: 2 ARRAY AZI 288 PITCH 24 RAFTER: 2X4 @ 24 OC ARRAY AZI 288 PITCH 24 C.J.: 2X4 @24 OC Flat Cement Tile C.J.: 2X4 @24"OC Flat Cement Tile l� S1 , i SI 1'-8" 5'-4" 4'-11" 01 (E) LBW (E) LBW SIDE VIEW OF MP2 NTS D SIDE VIEW OF MP3 NTS C MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" _. 52" 4 LANDSCAPE 72" 24" 52" �' 24" „ — „ m�, PORTRAIT 48" 19.1 52" — 24„_ PORTRAIT 48 � 19 52 24 RAFTER: 2X4 @ 24" OC ROOF AZI 108 PITCH 24 STORIES: 2 RAFTER: 2X4 @ 24"OC ROOF AZI 108 PITCH 24 STORIES: 2 ARRAY AZI 108 PITCH 24 ARRAY AZI 108 PITCH 24 C.J.: 2X4 @24"OC Flat Cement Tile C.J.: 2X4 @24"OC Flat Cement Tile PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL- THE INFORMATION HEREIN NUMBER: Jg-9252536 00 Diana Blank 0h"SolarCity. CONTAINED SHALL NOT BE USED FOR THE STAFFORD CHRIS STAFFORD RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC„ MOUNTING SYSTEM: 16511 KIWI WAY 8 KW PV Array NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook �q PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Cleorvlew Way THE SALE AND USE OF THE RESPECTIVE (32) CANADIAN SOLAR # CS6P-250PX PAGE NAME: SHEET- REV: DATE: San Mateo,CA 50)6 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T-SOL CITY(7 5 F89)w 638-1029 PERMISSION of SOLARCITY INC. INVERTER: 9516096436 STRUCTURAL VIEWS PV 3 3/7/2014 (888)—SOL—CITY(765-2aa9)www.solarcitycom Multiple Inverters Ben liu •e- o U INSTALLATION ORDER ZEP SPANNER BAR LOCATE RAFTER, MARK RAFTER (6) (1) PLACE SOTANDOFDF BASE REMOVE TILE. DRILL r _ - PILOT HOLES AT THE RAFTER LOCATION. " DIA BOLT & NUT CLEAN PAPER AROUND PILOT y✓ (1) (2) (7) (3) (2) HOLE. ' t ZEP SPANNER f BAR CLAMP Q3) ADJUST STANDOFF TO BATTEN HEIGHT. asp Z•3� ►°{ STANDOFF SEAL PILOT HOLES AND BOTTOM (E) TILE ((4)OF STANDOFF WITH POLYURETHANE � i (E) ROOF DECKING (5) (4) SEALANT. 5/16" DIA LAG BOLTAF--� 5) LAG STANDOFF INTO RAFTER. (2-1/2" EMBED, MIN) LOWEST MODULE SUBSEQUENT MODULES (E) RAFTER (6) NOTCH TILE WEATHERING TO FIT AROUND STANDOFF. #_5TA� 7) REINSTALL TILE. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J g-9252536 00 Diana Blank �`� SolarCity. CONTAINED SHALL NOT BE USED FOR THE STAFFORD CHRIS STAFFORD RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 16511 KIWI WAY 8 KW PV Arra '`` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook y PART TO OTHERS OUTSIDE THE RECIPIENTS LAKE ELSINORE, CA 92530 `— ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way MODULES THE SALE AND USE OF THE RESPECTIVE (32) CANADIAN SOLAR # CS6P-25OPX PAGE NAME: SHEET: REV: DATE: San Mateo,CA 94402 T:(650)638-1028 F.(650)638-1029 PERMISSION EQUIPMENT, WITHOUT IN THE WRITTEN INVERTER: 9516096436 STRUCTURAL VIEWS CONT PV 4 3/7/2014 (888)—SOL—CITY(765-2489)www.solarcity.com Multiple Inverters , Label ,.- WARNING:PHOTOVOLTAIC POWER SOURCE �' Location: ' I Location: WARNING PV SYSTEM Code: Per DISCONNECT FOR ELECTRIC SHOCK HAZARD . CRC "R331.2TO BE USED WHEN UTILITY OPERATION THE DC CONDUCTORS OF THIS Label Location: :PHOTOVOLTAIC SYSTEM ARE UNGROUNDEDANDINVERTERIS PHOTOVOLTAIC DC MAY BE ENERGIZED DISCONNECT PeCEC r Code: UNGROUNDED .14.C.2 Label Location: WARNING ' Per Code: ELECTRIC SHOCK HAZARD••' • • CEC �.� DO NOT TOUCH TERMINALS .17 MAXIMUM POWER- TERMINALS ON BOTH LINE AND PAINT CURRENT(Imp)-A ode LOAD SIDES MAYBE ENERGIZED MAXIMUM POWER-�VCEC 690.53IN THE OPEN POSITION POINT VOLTAGE(Vmp) .MAXIMUM SYSTEM VOLTAGE(Voc)-V SHORT-CIRCUIT ALabel CURRENT:{Isc) Per Code: WARNING INVERTER OUTPUT GQNNECTION Label Location: DO NOT RELOCATE V DARNING -Per Code: THIS OVERCURRENT : DEVICE ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAYBE ENERGIZED Label IN THE OPEN POSITION • o DC VOLTAGE IS PHOTOVOLTAIC POINT OF -• ALWAYS PRESENT WHEN INTERCONNECTION ■_ Code SOLAR MODULES ARE WARNING: ELECTRIC SHOCK CEC . 690-17 EXPOSED TO,SUNLIGHT HAZARD.DO,NOT TOUCH TERMINALS.TERMINALS ON 'BOTH THE LINE AND LOAD SIDE." MAY BE'ENERGIZED IN THE OPEN POSITION.FOR SERVICE Label • DE-ENERGIZE BOTH SOURCE WARNING AND MAIN BREAKER. PV POWER SOURCE - Code: MAXIMUM AC ELECTRIC SHOCK HAZARD 690.5(C) OPERATING CURRENT - A IF A GROUND FAULT IS INDICATEDMAXIMUM AC NORMALLY GROUNDED OPERATING VOLTAGE � V CONDUCTORS MRY BE __UNGROUNDED AND ENERGIZED ,•- • • Label Location: CAUTION ' -' PHOTOVOLTAIC AC _O_ PHOTOVOLTAIC SYSTEM _ Code: CEC . , Conduit DISCONNECT CIRCUIT IS BACKFED CEC •'0 .- Distribution DC Disconnect Conduit(IC): Interior Run Label Location: Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A (POI) CAUTION (POI) Load Center OPERATING CURRENT A Per ••- DUAL POWER SOURCE Per ••- AC VCEC690.54CEC 705.12.D.7 -• Point of • • OPERATING VOLTAGE PHOTOVOLTAIC SYSTEM SC i 1 1 ::.. 1• 1 1 � 1 i 1• mim unni�i•�m 1 1 1 ,• 1 1 1 m nnonc� mince• 1 1• 1 1 1 •1 1 1 A Label ' uninnuinnnnnn••ounnnnimm�wm / nnnnn:• a unnnnonnnouunu nmoum CS6P-235/240/245/250/255PX CanadlanSOlar Black-framed Electrical Data 'CS6P235PCS6P-240PXCS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics t2 STC 235W 240W 245W 250W 255W Nominal Maximum Power(Pmax) Pmax -0.43%/°C NewEdgeOptimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Optimum Operating Current(Imp) Isc 0.065%/°C Open Circuit Voltage(Voc) 36.9V 37.Ov 37AV 37.2V 37.4V Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2°C Black-framed 14.61% 14.92% 15.23% 15.54% 15.85% • Module Efficiency Operating Temperature -40°c-+s5°c Performance at Low Irradiance ' Maximum System Voltage 1000V IEC /600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m2to 200w/m' Power Tolerance 0-+5W Next Generation Solar Module Under Standard Test Conditions(STC)of irradiance ofIOOOW/m',spectrum AM1.5 and Cell temperatureof25'C Engineering Drawings NevvEdge,the next generation module designed for multiple NOCT CS6P-235PXCS5P-240PXC36P-245PXCS6P-250PXCS5P-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174W 178W 181W 185W ! value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV XlV 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A incorporating the groundbreakingZepcompatibleframe. Under NormaloperatingGelITomparature,trramanceofaoow/m speco-emAMls,ambient temperature 2oc, wind speed 1 m/s The specially designed frame allows for rail-free fast Mechanical Data installation with the industry's most reliable grounding Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars system.The module uses high efficiency poly-crystalline yp Coil Arrangement 60(6 x 10) silicon cells laminated with a white back sheet and framed 1638 x 982 x40mm(64.5 x 38.7 x 1.57o) Key Features with black anodized aluminum.The black-framed CS6P-PX Dimensions Weight 20.5kg(45.21bs) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high 3.2mm Tempered glass quality aesthetic module with lowest system cost. Front CoverTfl reduces installation time - Frame Material Anodized aluminium alloy J-BOX IP65,3 diodes • Lower system costs - can cut rooftop Best Quality 4mm'(IEC)/12AWG(UL),1000mm installation costs in half Cable • 235 quality control points in module production Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs e with auto leveling and alignment • Current binning to improve system performance Module Pieces percontamar(40 ft.Container) 672pes(40'1-10) • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's I-V Curves(CS6P-255PX) mounted,it's grounded Best Warranty Insurance p • Theft resistant hardware • 25 years worldwide coverage SectionA-A • 100%warranty term coverage Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 35 0 • i and grounding system • Non-cancellable I • Immediate coverage o • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the Insured by 3 world top insurance companies I world Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W its • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 9 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • IS09001:2008:Quality Management System •Specifications included in this datasheet are subject to change without prior notice. . ISO/TS16949:2009:The automotive quality management system • Backed By Our New Linear Power Warranty . IS014001:2004:Standards for Environmental About Canadian Solar a Plus our added 25 yearar insurance coverage Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001of and was management system 100% QC080000HSPM:TheCertificationfor companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSI m s7% Added Value fro manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing to Warr y Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.06GW and cell manufacturing capacity of 1.3GW. sa% ant . OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide occupational health and safety customers. Canadian Solar's world class team of so% professionals works closely with our customers to 11 REACH Compliance provide them with solutions for all their solar needs. Headquarters 1545 Speedvale Avenue West 5 10 15 20 25 Ontario •�—". CEifT.` 10 year product warranty on materials and workmanship OBE R.a.� "�, ° � r . •25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Copyright a 2012 Canadian Soler Inc. IW 5000 6000 aximum Output Power Rated Grid AC VoltageV 208 240 277 208 240 277 InputSide(DC) I, 2 2 Number of independent MPPT Channels 4000 Maximum Usable Power for Each Channel W 4000AbsoluteMaximumVoltage(Vmax) V 600 6.1, 4sa V 200 (adj.120-350) 200 200.530-350) Start-Up Voltage(Vstart) V 200-530 200-530 Full Power MPPT Voltage Range 0.7xVstart-580 Operating MPPTV01tage Range V 0.7xVstart-580 36 Maximum Current(ldcmax)for both MPPT In Parallel A 3678 Maximum Usable Current per Channel A 18 q 22 22 Maximum Short Circuit Current limit per Channel - 2 Pairs Number of Wire Landing Terminals Per Channel 2Pairs " Array Wiring Termination Terminal block,Pressure Clamp,AWG8-AWG4 GENERAL SPECIFICATIONS Output Side(AC) - GridConnectionType 70/2W Split-0/3W 70/2W 10/2W Split-0/3W 10/2W V 183-228 211-264 244-304 183-228 211-264 60 H 60 60 244-304 AdjustableVoltage Range(Vmin-Vmax) z Grid Frequency 57-60.5 Adjustable Grid Frequency Range Hz 57-60.5 Maximum Current(lacmax) Aw.ss 27 23 20 30 28 24 >0.995 >0.995 Power Factor <2 Total Harmonic Distortion At Rated Power Wo <2 Contributory Fault Current- A,,/A., 36.25/25.63 36,5125.81 31.75/22.45 36.25/25.63 36.5/25.81 31.75/22.45 Grid Wiring Termination Type Terminal block,Pressure Clamp,AWG8-AWG4 Designed for residential and small commercial PV installations,this Protection Devices inverter fills a specific niche in the Aurora product line to cater for Input Yes Yes Reverse Polarity Protection each those installations producing between 5kW and 20kW. start-up Rifo and each start-up ifor and Over-Voltage Protection Type Pre start-up Riso andd namic GfDl Pre start-up Riso and dynamic GFDI p Y PVArray Ground Fault Detection (Requires Floating Arrays) (Requires Floating Arrays) This inverter has all the usual Aurora benefits,including dual input Output Meets UL 1741/IEE1547 requirements Meets UL 1741/IEE1547 requirements section to process two strings with independent MPPT,high speed ��- Anti Protection vartstocz(L,-L,/L,-G) +' Over-Voltage Protection Type Varistor,2(L,-L,/L,-G) and precise MPPT algorithm for real-time power tracking and A 35 30 25 40 3s 30 Maximum AC OCPD Rating energy harvesting, as well as transformerless operation for high Erficency 97.1 Maximum Efficiency % 96.1 performance efficiencies of up to 97.1%. 004M CECEfficiency % 96 965 96.5 96 965 96.5 Operating Performance <8 <8 �, Stand-by Consumption W""`s <06 The wide input voltage range makes the inverter suitable to low h ? Nighttime consumption walls <06 power installations with reduced string size.This outdoor inverter t - Communication has been designed as a completely sealed unit to withstand the a RemoteMonituring(1xRs48sina.) 1 Y 6 characters x 2lines LCD display AURORA-UNIVERSAL(opt) PVI-U58-RS485 232(opt.),PVI DESKTOP(opt.) harshest environmental conditions. Wired Local Monitoring(IxRS485incl.) PVI-DESKTOP(opt)with PVI-RADIOMODULE(opt.) s Wireless Local Monitoring Environmental 13 to+140(-25 to+60) c ' -F CC) -13 to+140(-25 to+60) with derating above 122(50) Ambient Air Operating Temperature Range - Ambient Air Storage Temperature Range -FCC) -40 to 176(-40 to+80) -40t - aE•: %RH 0-100 condensing 007 condensing Relative Humidity - <50 <50 0-1 ng Acoustic Noise Emission Level din(A)@tin Maximum Operating Altitude without Derating ft(m) 6560(2000) 6560(2000) Mechanical Specifications NEMA 4X NEMA4X � Enclosure rating Natural Convection Natural Convection Cooling 41.4x12.8x8.6(7052x325x218) Dimensions(H x W x D) in(mm) • Each inverter is set on specific grid codes which can be selected in the field weight lb(kg) <59.5(27.0) <59.5<78(3S.4) Shipping Weight lb(kg) <78(35.4) 5.4) •Single phase output Mounting System Trade Size Kos:(tea x 1/2") Trade Size Kos(tea x 1/2'1 Wall bracket Wall bracket • Dual input sections with independent MPPT,allows optimal energy harvesting from two sub-arrays oriented Conduit Connections and(2eax1-1/4,3places side,front,rear) and(2eax1-1/4,3 places side,front,rear) in different directions DC Switch Rating-(Per Contact) AN 25/600 25/600 is Wide input range Safety; Transformerless(Floating Array) • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting Isolation Level TrA-C2 2N.107.1-01(FloatingArray) UL 1741,CSA C22 2 N.1071-01,UL1998 UL16996, UL 1741,CSA C22.2 N.107.1-01,UL1998 UL16998, Safety and EMC Standard FCC Part 15 Class B FCC Part 15 Class B • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance ,CSA., Safety Approval ,CSA, across the entire input voltage and output power range warranty s 70 10 • Outdoor NEM year A 4X rated enclosure for unrestricted use under any environmental conditions Standard Warranty 15&20 Exte • RS-485 communication interface(for connection to laptop or datalogger) naeawarramy years 1s-OU Available Models •Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP Standard-With DC Switch-Floating Array PVI-5000-OUTD-US Pvl�000-ourD-us • Integrated Arc Fault Detection and Interruption(-A Version) With DC Switch,Wiring box and Arc Fault Detector PVI-5000-OUTD-US-A PVI-6000-OUTD-US-A and interrupter -All data is subject to change without notice "Inverter can apply that muchcurrent-Breaker will openAMWNWAMM „cy„ e' WSW power e R• • Solutions • � "' � � W « � - 3000 �� .. �- 3600 3300 . 3800 .,. . 4200 «. Nominal Output Power _ Maximum Output Power W 3000 3300' 3300' 3600 4000' 4000' 3300 3800 4200' 3000 4600' 4600' Rated Grid AC Voltage V 208 240 277 208 240 277 208 240 277 208 240 277 Input Side.(DC) '. 2 2 2. Number of Independent MPPT Channels 2 Maximum Usable Power Each Channel W 2000 3000 3000 3000 Absolute Maximum Voltage(Vmax) V 6.1 Start-Up Voltage(Vstart) V 200 (adj. 20-350) Full Power MPPTVoltage Range V 160-530 120-530 740-530 140-530 Operating MPPT Voltage Range V O.7xVstart-s80(>=90V) 20 32 32 32 Maximum Current(Idcmax)for both MPPT in Parallel A 16 16 t6 Maximum Usable Current per Channel A 10 _ - 12.5 20.0 20.0 20.0. Maximum Short Circuit Current Limit per Channel A_ 2pairs Number of Wire Landing Terminals Per Channel Terminal block,Pressure Clamp,AWG10-AWG4 Array Wiring Termination Output Side(ACi Split- 10/2W Split- 10/2W 10/2W 0P3W 10/2W 1012W 0P3W 10/2W 10/2W 0%3W 10/2W ..,. ,,,«...N{ ,���a r„„a, Grid Connection Type 0/3W GENERAL SPECiFICATIONS + AdjustableVoltage Range(Vmin•Vmax) V 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211-264 244304 60 Grid Frequency Hz57-60.5 Adjustable Grid Frequency Range Hz Maximum Current(lacmax) Awes 14.5 14.5 12.0 17.2 16.0 16.0 76.0 16,0 16.0 20.0 20.0 20.0 >0.995 ' Power factor <2 Total Harmonic Distortion At Rated Power % Terminal block,Pressure Clamp AWG70-AWG4 The most common residential inverter is the ideal size for an average- Grid wiring Termination Type sized family home. This family of single-phase string inverter Protection Devices Input Yes complements the typical number of rooftop solar panels,allowing ' + + % Reverse Polarity Protection Varistog2 for each channel home-owners to get the most efficient energy harvesting for the over-voltage Protection Type PV Array Ground Fault Detection Pre start-up.Riso and dynamic GFDI(Requires floating Arrays) size of the property.This rugged outdoor inverter has been designed output as a completely sealed unit to withstand the harshest environmental 25 Anti•Islanding Protection Meets UL 1741/IEE1547 requirements External AC OCPD Rating A_ 20 20 15 25 20 20 20 20 20 25 25 conditions. over-Voltage Protection Type Varistor,2(L,-L:/L, G) Efficiency 97 97 97 Maximum Efficiency 969 One of the key benefits of the Uno family Of single-phase inverters CECErficiency % 96 is the dual input section to process two strings with independent operating Performance i`'`- �'��c,.� 74 a W_ MPPT especially useful for rooftop installations with two different Night Time Consumption <0.6 _ Stand By Consumption W., `B orientations(ie East and West).The high speed MPPT offers real-time Communication � User-Interface 16 characters x 2 lines LCD display power tracking and Improved energy harvesting. I AURORA-UNIVERSAL(opt.) Remote Monitoring(1XRS485 incl.) PVI-USB-R5485_232(opt.),PVI-DESKTOP(opt.) Wired Local Monitoring(IxRS485 incur The tranSfOrmerleSS operation gives the hlghe5t efficiency Of Up t0 r1 Wireless local Monitoring PVI-DESKTOP(opt.)with PVI RADIOMODULE(opt.) 97.0%. The wide input voltage range makes the inverter suitable to Environmental 13to+140(-25to+60)with Berating above 122(50) ps - Ambient Air Operating Temperature Range `F -40 to 176(-0O to+80) IOW pourer installations with reduced string size. 'S-r ,�� s«n v Ambient Air Storage Temperature Range `F r(°Q C) Relative Humidity %RH 0-100 condensing Acoustic Noise Emission Level db(A)@7 m Maximum Operating Altitude without Derating ft(m) 6560(2(2000) Mechaure rating Natural NEMA4X Enclosting Natural Convection _ ' Cooling 33.8 x 12.8 k8.7(859 x 325 x 222) .. - Dimensions(H x W x D) in(mm) • Each inverter is set on specific grid codes which can be selected in the field Weight lb(kg) <60(27.) Shipping Weight lb(kg) <6l bracket • Single phase output Mounting System waubmeax • Dual input sections with independent MPPT,allows optimal energy harvesting from two sub arrays oriented Trade size KOa(side,fro t,r (tea x 1-1/4';3 places side,front,rear) i n different directions Conduit Connections' Side:(2)plugged 3/4"openings,(2)Concentric EKOs 3/4,1" Back:(4)Concentric EK05 3/4,1" •Wide input range DC AN 25/600 • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting SafeySwitch Rating-(Per Contact) Safety Transformerless(floating Array) • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance Isolation Level UL 1741,CSA-C22.2N.107.1-01,UL1998 UL76996,FCC Part 15 Class across the entire input voltage and output power range Safety and EMC Standard CSA. Safety Approval '. • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions Warranty Standard Warranty years 10 • Integrated DC disconnect switch incompliance with international Standards(S Version) 1sa2o Extended Warranty years • RS-485 communication interface(for connection to laptop or datalogger) Available Model: •Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP Standard-Without DC Switch and Wiring Box PVI-3.0- US-US PVI-3.6-OUTD-US PVI-3.8-OUTD- PVI-4.2- US TD-SU Standard-With DC Switch and Wiring Box PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-3.8-oUS PVI-4.2-OUTD-S-US-S-US • Integrated Arc Fault Detection and Interruption(-A Version) With DC Switch,Wiring box and Arc Fault Detector PA-3.0-OUTD-S-US-A PVI-3.6-OUTD-S-US-A PVI-3.8-OUTD-S-US-A PVI.4.2-OUTD-S-US-A and Interrupter _ •Ali data is subject to change without notice "WN k0 'Capability enabled at nominal AC voltage and with sufficient DC power available m AWASKONIZ, N When equipped with optional DC switch andWinng Box D Datasheet: ZS Tile atasheet: ZS Tile go Components Zep Solar Interlock —r 1 he Interlock provides north-South and east west structural and ground bond connections creating a structurally III " contiguous hypervhonded array,Intertock UL t sted to UL 2703 and El L t sted to UL 1703, e Leveling Foot P-1 13I25iln 13I.211in) ZS Tile'" _ 2Sin (39.4mm) � s 2.'Sin .t } f roofs 1.55in [81.2mm] " (1 4 00in .Oin The Leveling Foot provides a means of attachment between the PV array and the mounting surf ace of f lashed attachment apparatusand allows for easy array height alkustmell'throw). Array Skirt — YM Compatible" Z `fife t�ffers the fastest and bast expensive way to is�s�aff�V Zap Compatible arrays on life roof s.It's designed to interoperate with a growing list of ZS Tile mounting hardware is Zep Compatible PV modules that incorporate the patented Zep Groove designed for use with Zep l he Array skirt facilitates easy front-row instattation while proeldi ng a clean look at the front of the PV array. frame specification.Utilizing quarter-turn,rock-in,and drop-in con- Compatible'PV modules from - nections,ZS the eliminates the need for rails and separate grounding leading PV module Manufacturers. Ground Zep hardware while offering a superior aesthetic approach. Visit zepsolar.com fora current list of Zep Compatible'"PV modules. trot The GI ound Zep or a point of con nection between the PV array and the equipment grounding conductor.one Ground Zcp is required for every 72 PV modules.UL and E fL listed to UL 467,UL Listed to UL 2703. Kay Syste€n Belief its Key Technical Features Our Other Product Families Universal Box Bracket AC/DC Cable Clip ReptacementTile Dramaticalty reduces installation Low system weight ZS Aero time for low slope&flat roofs_�__ __�. Easily enables additional support ZS Comp" a Eliminated mounting rails and clip at array edges for high wind for composition shingle toots " hardware applications ��� ZS Seam- EliminatesIntertock ETL listed to UL 1703 as for standing seam metal roofs T Separate grounding he Universal Box Bracketallowsrapld attachment of Chips into Zep Groove for aura-fast and easy The Replacm eent Tile providesameans of flashed hardware ground bond means ZS Span electrical boxes to the module frame. managementof PUwtring and mirro-invertercahies. attachment for 7STite installations, IN for rail based applications Rapid,top-accessibte precisionArray Skirt Cap Set Tools array leveling Ground Zep UL and ETL listed to UL ; ZS Trap" 467 as grounding and bonding device for trapezoidat metat roofs Ultra-reliable hyper-honded ZS Wave" Ground G t F li L Interlock,Leveling Foot,anrou grounding matrix . . _ for corrugated roofs �. _. Zep listed to UL 2703 as PV bonding r Ultra-low parts count device The At Skirt Cap Set provides an aesthetic cove;for Zep TuoC4 functions,ltoeCFlat Toot:For inter-module the exposed end of the At Skirt.Made of anodized removal. Enhanced aesthetics aluminum,each set cumeswith two Skirt caps. ,OMPgl e�T Th' t k'.ro 1 7 tyt Zts 0 IIp I.l f 7P - Il C+,d I 111 U( +h ViitrePsolar Com(aroleic It ri'O1i6oul„rp oiuCis':il .,;pany. LISTED riLftflr,T,A ear - ear hzepsrl t n e tie Sol, e "ifu I,inlu,o t t,,. N flro,M,er s t et cOMPp'l�0 tat "Or'1.yol TerSolos vor"'sh ., s_.edt.- sore.�'a to dIllree t'l Cepl�gilt u 2010All lei SnhI Page 1 of 2 falems,m76 ktls.elmnPetem:ee rng.�smeaate femaa�yls.Ym39lIPw Page 2 of 2 SolarCity Standard Box 4J The SolarCity Standard Box 4J is a a Manufactured to meet UL 1741 Standards. 4-String unfused Junction Box.The box a Non-Metallic,Corrosion Resistant NEMA 4X Enclosure. is highly configurable and adaptable ®Factory-Installed Cordgrip Enhances Installation Speed. using the(4)jumper blocks included in each box.A factory installed cordgrip ®Break-Thru Skinned-Over Glands on Cordgrip Provide enhances installer productivity. Weathertight Seal for All Configurations. ®Easily Configurable Terminal Blocks Permit Adaptation to Site-Specific Stringing Needs. Technical Data / Specifications k Voltage Rating[VDC]:600V Maximum DC Current[A]:57A Maximum Continuous Current[A]:42A Maximum Voltage[VDC]:600V Wire Size Range[AWG]:#6 to#14 f 2 3 Enclosure Rating:NEMA 4X 1 , Operating Temperature Range[°C]:-40 to 50 Typical Overall Dimensions[in]:8"x6"x4" l 4 October 2013