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DAUBEN COURT 36580_16-00000329
CITY OF LASE r LSIl ORE' BUILDING & SAFETY --� D R F A M FXT R F M E TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT PERMIT NO: 16-00000329 DATE: 2/19/16 JOB ADDRESS . . . . . 36580 DAUBEN COURT LT96 DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR KING, DARREN SOLARCITY CORP. 36580 DAUBEN CT 3055 CLEARVIEW WAY LAKE ELSINORE CA 92532 SAN MATEO, CA 94402 650-638-1028 LIC EXP 0/00/00 A. P. ## 358-372-005 9 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 17 , 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 15 . 00 X 12 . 5000 VALUATION 187 . 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 250 . 50 . 00 250 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES 1 -i -r_: i k7 71 _— PROF.DEV. FEE 2 TRADES 10 . 00 .:0 d' I' .- „ M t 1 PLAN RETENTION FEE 2 . 07 . 00 -�� ` ,-.2 . 0+7,:'+ SEISMIC GROUP R 2 . 21 �r.100, r t'1�12 . 2'1h-r -A n . 1 ^ 1 1 t'1 r~ II —I 7 Zl I t —i PLAN CHECK FEES 187 . 88 187 . 88 i 00;.-�J . - SI '' r 7 ' ' r ts . II . 11 M 1 M I T TOTAL 498 . 91 187 . 88 �3T,1 . 6Yo t, n !ri, I m I �•. —i i 1{ �. ii i SPECIAL NOTES & CONDITIONS n ;a Is • :� q ROOF MOUNT 24 PANELS 1 INVERTER 6 . 36KW 1 1 I1 •= i � II iii i i t II I I 'ri AII r-r i I O II lil I I hIf �_I II Mr II iC• n _ri ~il I ll I —A :{I I tl T C' I i 11 r_n I iS t � f City of Lake Elsinore Please read and initial Building Safety Division &I_1.I am Licensed under the provisions Or Business and professional Code Section 7000 et seq.and my license is in full force. Post ill conspicuous place 2,[,as owner of the property Or my employees w/wanes as their sale compensation will do the work- Oil the job :uxd the suueture is not intended or offered fbr sale. 3.Las owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection; �4,I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof, at all times; 5.1 shall nor elllplov any person rrl any mariner so as to become subject to Workers Canlpeilsation Lays in the performance of the work for which this permit is issued, Note:If you should become subject to Workers Compensation after malting this certification, Code Approvals Date Inspector volt must forthwillt Comply kith such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO 1 Rough Septic System SWO1 On Site Sewer 13P05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing x EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO l Rough Mechanical ME02 Ducts,ventilating PL04 Rough Gas Pipe i'rest PL02 Roof Drains B P 10 Framing&Flashing BP12 insulation BP13 Dwwall Nailing BP 1 I Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical t ` ME99 *Final Mechanical BP99 *Final Building *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date I Inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein./Forms Date inspector SP04 Pool Plmb./Pressure•Test Fire SP05 Pre-Gunitc Approval EVMWI) SP06 Rough Pool Electric Finance SP07 Pool Fenn/Gates/Alarms L:rtgineering SP08 Pre-Plaster Approval l 11MF SP99 Final Pool/Spa Planning/Landscape f f CITY OF ,5 ' ' LAKE LS I I`iOP DREAM EXT RE M E TM 130 South Main Street APPLICATION FOR APPLICAT > NO BUILDING PERMIT AAPLI N IVED DATAP BY VALUATION CALCULATIONS BUILDING ADDR S Ist FLOOR SF 3�58 e4� C-t TRACT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF ME 3rd FLOOR SF 0 Do r e--e l,, W MAILI GARAGE SF N ADDRESS Same STORAGE SF R CITY Lake Elsinore T CAM ZS .Z 1 hereby affirm that I am licensed under provisions ot Chapter 9(commencing DECK S 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 O LICENSE# gg 104/B C 10 C46 CITY BUSINESS N AND CLASS TAX# VALUATION: $1 7,000 T NAME R SolarCit A MAILING C ADDRESS 3055 Clearview Way FEES T CITY AT Z P PHONE O San Mateo A 4402 650.638.1028 BUILDING PERMIT R ONTRA TOR'S SIGNATURE U_A1 E 7'&_ew Z PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STAT ZIP PHONE PLAN RETENTION ❑NEW OCC GRP.! CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: SINGLE FAMILY ZONE: ❑APARTMENTS certify that I have read this application and state that the []CONDOM INI UM HAZARD- YES -I M. , r-, n � r n 11 -1 i� -r xi above information is correct.I agree to comply with all city TOWN HOMES AREA?s ' m -n I ,,; NO' ,r• C' 11 Y " '3 M g P Y tY - p. r —1 and county ordinances and state laws relating to building COMMERCIAL SPRINKII�RS rn ter, i N Yk§ F r ,-11 {+ m T Z � ?7 m I ml =: 1, construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRI ? m , <_ Np, ,-, ti -, ii , ,i city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED;USE OF BLDG:cc, r- tion purposes. ❑DEMOLISH PRESENT USE OF BLDGT r +•- -.1 II -i 0 7Z J M /f JOB DESCRIPTION I `; � c' iit i _j I t-i] I i i �� _� n i (.0 i�2� Residential roof mount ` , ,.. .;, Signature of Applicant or Agent Date 2q Panels ; F r m Inverters) �3 ' s I n r Agent for contractor ❑ owner kW Agents Name Arwen Lott `r Agents Address43320 Business Park Dr. Suite 104 Temecula CA 92590 858.245.2090 0 I i, 40 } II r ?I ... I 3 Version#53.6-TBD p-Q� ySolarC�t WS FEB 11 2016 February 10, 2016 ` !a RE: CERTIFICATION LETTER Project/Job#9259770 U Project Address: Meadow Ridge - Lot 96 Residence cc 36580 Dauben Ct Lake Elsinore, CA 92532 AHJ Lake Elsinore 03 SC Office Murrieta �i' �0)`CACIY�' Design Criteria: -Applicable Codes = 2013 CBC,ASCE 7-10, and 2012 NDS �� Er11PSE - Risk Category = II / - Wind Speed = 110 mph, Exposure Category C - Ground/Roof Snow Load = 0 psf ENGINEERING Inc.R.C. - MPl: Roof DL = 14 psf, Roof LL = 20 psf - MP2: Roof DL = 14 psf, Roof LL = 20 psf Eclipse Engineering,as a third party, - MP3: Roof DL = 14 psf, Roof LL = 20 psf has provided a structural-only review of the enclosed project. Per Section 1613.1, W-(PV)/W-(exist roof) = 4.5%, Increase Seismic Shear Load < 10%, -> [OK] To Whom It May Concern, Structural review was based on truss calculations and the design criteria listed above. Based on this evaluation] certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the.following page. 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSLB 888104,CO EC 8041,CT)(IC 0632778.RC.HIC 711014a6,CC HLS 71 101488,HI CT-29770.MA 141C M1572.MO MmC IM48,NJ 13VH061Fi OOD OR COS 180496.FA 077343,TX TOLR 27000.DNA GCU SOLARC'91907.C 2013 SolarClsy.All n9h1s fawned. �ds�a ® Version#53.6-TBD pq�SolarCit ws HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTSSUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 72" 24" 39" NA Not-Staggered 49.6% MP2 72" 24" 39" NA Not-Staggered 49.6% MP3 72" 24" 39" NA Not-Staggered 49.6% Portrait Hardware-Portrait Modules' Standoff Specifications Hardware X-X Spacing 4X-X Cantilever Y-Y Spacing' Y-Y Cantilever Configuration Uplift DCR MP1 48" 19" 65" NA Not-Staggered 55.5% MP2 48" 191, 65" NA Not-Staggered 55.5% MP3 48" 191, 65" NA Not-Staggered 55.5% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Pre-Fab Truss @ 24 in.O.C. 180 Member Analysis OK MP2 Pre-Fab Truss @ 24 in.O.C. 180 Member Analysis OK MP3 Pre-Fab Truss @ 24 in.O.C. 180 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity.com AZ ROG 243171.CA GSLB 88610,1,CO EG 6041.GT hpC 0632778,DG HIG 71101666,OC HIS 7t101488,HI CI-29770,MA HIC 160572.MOM HIC 128948.NJ 13vH061606D0. OR CCR 180409,PA 077343.tx Told U006.wA GCI'SOLARC-01007®201J SolorCitµ Ali right,rn—Vod. r SEISMIC CONSIDEitATIONS Seismic sign Criteria (per USGS Seismic Design Code _ ASCE 7-10 33.._ Latitude 6616 - Longitude _ -117,2780 SRA at Short P_eriod R SS - -__ -1.558- -� -� -�- USGS SRA at is Period Sl 0.600 USGS Soil Site Class.- _-- _ _ _._r _ . D -- - IBC`1613.5.2 Seismic Design Cateqory SDC D USGS Seismic Check Required(Ss?10.4q &SDC ? D ? Yes IBC 1613.1' ,A TLTL ERATION LATERAL DESIGN'10% EXCEPTION CHECK 7j Weight of Proposed PV System Area Dead Load Weight: PV System Weight 425 sf 3 sf 1 275 Ibs Total Weight of PV System W(PV) 1,275 Ibs Weight of Roof on Existing Building Sum Area of MPs with PV 1104 sf Portion of Roof Weight Area Dead Load Weight Roof _ _ _ 1,104 sf 14.0 psf 15,455 Ibs Ceiling _ 1,104 sf 5.0 sf 5,520 Ibs Interior Walls (Top Half) — _ 532 sf 5.0 psf 2,658 Ibs Exterior Walls To THal 532 sf 8.5 psf 4,519 lbs Net Weight of Roof Under PV W(exist) 28,152 Ibs Check% Increase of Roof Wei ht / Seismic Shear Load Increase of DCR of Lateral 4.50/0 Force ResistingSystem WcPv�/W(exist? Increase Seismic Shear Load < 10%, -> OK IBC Sect. 340.4.4. Note: Seismic base shear is directly proportional to roof weight. ,LAD ITEMIZATION -- MP1 PV System Load, PV Module Weight(psf) _ 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight 3.0- sf Roof Dead Load Material Load Roof Category Description _ _ MPl _ Existing Roofing Material _ _ Spanish Tile Roof Re-Roof No -- ---- ----- Underlayment _ _ Roofing Paper _ OS psf Plywood Sheathing _ __Yes -_ 1.5 psf Board Sheathing___.__ �� _��--- _ T_ ._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(MPI) 4.0 psf Reduced Roof LL' °° Non-PV Areas Value ASCE 7-10 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary.Area Ac___ M < 200 s_f Roof Slope 4/12 Tributary_Area Reduction Ri_ _ __ = 1 � _ _ �_ Section 4.8 Sloped Roof Reduction _RZ ,1 YSection 4.8 Reduced Roof Live Load Lr L,= Lo (RI) (R2) Equation 4.8-1 Reduced Roof Live Load Lr 20 psf(MP1) 20.0 psf Simpson Strong-Tie Truss: r MP1-CE02F " •- Projecl Ntirw 9259770 Co111ponenl Sol nlionsTM Date: 2/10/2016 4:33:45 PM Truss Page: 1 ofI Version:2016.1[Build 38] Span Pitch Qly OHL CHR CANT L CANT R PUGS Spacing WGT/PLY 33-11-0 4.001/12 1 1-3-0 0-" 0-0-0 0-0-0 1 24in 150lbs 35.2-0 1-3-0 6 B-7 3 6-10 4-6-3 2-fi-0 2 6 0 4 6 3 3 fi-10 6-2-15_ 14-7-0 { 17-1-4 I 19-7 4 I 24-1-7 27$-1 I 33 11_0 5x5- 5 12 4021 4x121 12 4F_ 4 6 14 3x4 1 3x4 1 3 7 N 1x41 1x41 ro'a 2 g iO 3x5 I 3x5 N u) 3x8- 3x7- 1 14 13 12 11 10 30- 3x4- 4x4- 3x4- 3x4- 0-0-0 0-0-0 LJ i 5 5-12 9-6-0 -5-'2 6-7-0 10.8 12-4-4 21-10-4 27-4-0 33-11-0 Loading General CSI Summary Del]ection L/ (loc) Allowed Load (p,0 BIdg Cadc: CBC 20L11 TC: 0.760-2) vll TU_ it,3 in 1,/493 f12 17) L!180 TCLL: 20 TPI L-2001 3C: 0.70(14.1) Vut IL: 0.2 in L1999 (12-13) I,1240 'fCDL 14(.V) Rep Mbr Increase: Yes Web: 0.65(441) H..TL: 1).19 in 9 BCIL: 0 D.O.L: 125% C reap Faeor,Bar-1.5 BCDL: 10 plateMet$om;X,Y,Ang): (L ,2-I,11.) :0{1,3-11,79J (3�U{],1.11. .) W:5-I , , :P{1,3-11.11,) ((r,5-13,1-12,1%.)R:11{1,1.11,1%.)(%:11{I,i-1 14:4-I43.%,2-1 Q LOJ f10:041.}-!{,U.l (11:011,1-x,0,151 f12:U-03,2{I,(1-12]11.115.7 f11:11{1,3-%,Il,i 1,79.)/liar{1.3-7t.11.1 Reaction Summary )T Twe BreCombo Barr Width blabcrial _Rad Big Width ht,e Rcaet nt.c a�Up I& Mae MWFRS Dpfin Max Ceti:Uphill Max upfid hlax 11ad. I Pon fWAll) 1 1.5 in Spruc"NP Rr 2.%1 in 1,792 lb, - - _ - U Ibs 9 H Roll(Truss) 1 L5 in - 2.47 in 1,573 Ibs - _ _ - 0 lb, Material Summary Bracing Summary TC. DFLNIB 2x4 TC Bracing tihuthed or Purl ins 112-4-0,Podin design by Others. BC DFL p1B 2x4 BC B¢aing Shutbcd or Pull!—at 10-",P-11n den Al by of icn. Webs DFL Said 2.4 Loads Summary 1)Nb huant storage allie loading in amnl:a ve whh MC'Gble 1607.1 has not been applied 2)In seeordancc with 1I3C Table 1607.1,ndnimurn BCLU,du not Apply. Load Case D I:Sid Dead Load Dstrkmd Loads Mubcr Lucaliun I Location 2 Directican Sprcad Sian 1{aad Fnd I..sd Trib Width Tup C'bd 1-5-0 14-1.0 Down Rahc Y pif 9 psi 24 In Member Forces Summary Table mlicatcs:Member ID,max CSI,amx axial futac,(npe wntpr(owe ifdiir.•m flum rms as ul force) 7C 15"1 0,0%s 271bs 34 0,454 -3,3651bs 6a o_1W "3,230 Ibs I,a 0.7ss 1,429 Ibs 4-5 0.106 :Os ro 71 0133 a,%55 mr 2d 01376 4.333 ibs 5-6 0148 -241 lb, %19 0.46(, J Y3N Ibs BC 9.10 0.537 3:6671bs 11.13 O.SY2 2,6Y41bs 144 0.70-1 4,131 Ibs 10-II 0.645 3.301 Ibs 13-14 0.514 1,5541bs blabs 2-14 0.07N 410 ibs 4-13 0.274 9901bs 7-I I 0.165 493 ibs 3-14 0.230 7.76 lb 4.6 0.646 -"So6 Ibs 7-10 0.144 466 ibs 3-1.1 0.257 -7761bs 0-11 0.212 60 Ibs 8-10 0054 41141bs Notes: 1)When this truss has been chosen for 4ualxy assarua c inspection.lite Plate Plac ril Method per 7P1 l 0021A.t use 2 shall be d.Cy=1.17. 2)Truss4o4russ cro¢¢cn'wn is 141 Valph"I inlerprerabion only Ahmior or the,swcrurul connection shall be pmsidad to tasist Iltu am awlion and uplia shown in the Reaction sal.a.y. 1)Rearing material shown in the above table has only been ebec lW for resiswnce perpeadioul$to(rain,and doss nut indimi,Wquncy of m¢criai for other desipt eonsiduratiuws. NC77CE Acopy 0fthis desipr shall be furnished Ica the—tlen aon:r�.ro Then de s.oithis iadicidual truss is basest oat design criteria and nquiwrrsrals supplied by WeTuss Manufactuntand Waits upon the accuracy Simpson Strong-Tic Company and completeness ul the tofomulion set fudh by the B.,Iding Designer,A swl on this drawing ndicates acecptanac of pmfssioslsl enginarinsrupansibilitysole4y for Ole buss conpunent desigi shown.See the cows page and the"huponant Infuncu0u¢&General Not."pig:lur additional in Ibntwiun.All onnenur pl:a y shall be nun a Gciusd by Stnpson SUaDWTae Cotapany,Inc in accordance with ESR-2762.All conaectur platen are 20 gtupe,unless the Specified plate sve is followwl by,"-I8".,hi,h indiew.as 1%gauge plme,or"SM 1 N",which Indicates a htgda Icnsiun le Ipuse plate. [CAI=CUCATION OF DESIGN WIND LOADS--_MP1 _� Mountinci Plane Information Roofing Material Spanish Tile Roof PV System TYp_e.— _ _ ._ —_,-__ �.—.—•SolarGty SleekMountTM_ Spanning Vents No Standoff Attachment-Hardware SM Tile Roof Slope 180 Rafter Spacing 24" O.C. Framin Type/Direction Y-Y Rafters Perlin Spacing; _X-X Purfins Only _ 4 _.NA Tile Reveal Tile Roofs Only _ 13" Tile m Attachment Syste Tile_Roofs Only__ _ _ — SM Tile Standin Searn/Trap 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 mph, — Fig. 26.5-1A Exposure Category --_ -- --_ ____ s __._: C Section 26.7 Roof Style _ Gable/Hip Roof Fig.3o.a-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 _ Table 30.3-1 _ Topographic Factor �__ — K __i_-.—__ __ . 1.00 — _ Section 2_6.8 Wind Directionality Factor ICd_ _ M 0.85 Section 26.6-1� Importance Factor I �-1 NA qh = 0.00256(Kz) (Kzt)(Kd)(V^2) Velocity Pressure qh 24.9 sf Equation 30.3-1 Wind Pressure Ext. Pressure Coefficient Up GC,(uDI -0.88 Fig.30.4-2A/B/C-SA/B Ext. Pressure Coefficient Down GC. Down 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (G ) Equation 30.4-1 Wind Pressure Up Pruo] --21.8 Psf- Wind Pressure Down „ 16.0 esf ALLOWABLE STANDOFF SPACINGS _.__— . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" _ 39" Max Allowable Cantilever __ Landscape-----. _ _24 _ WA _ Standoff Configuration Landscape Not-Staggered __ � Max Standoff Tributary Area __ Trib — _ _ _19 sf PV Assembly Dead Load W-PV 3.0 psf _ Net Wind Uplift at.Stand l_off T-actual _ — — _221 Ibs_=_ Uplift Capacity of Standoff T-allow _ 446 Ibs Standoff Demand/Capacity DCR 49.6% T X=Direction Y-Direction Max Allowable_Standoff Spacing Portrait — — 48" _ 65" Max Allowable Cantilever `__ Portrait _ _— 19"� — _ NA Standoff Configuration Portrait Not-Staggered Max StandoffTributary_Area_ _—_ Trib. — 22,sf PV Assembly Dead Load _ W-PV_ _ 3.0 psf Net Wind Uplift at Standoff _—_ _T-actual ,T _ __ — =248 Ibs Uplift Capacity of Standoff T-allow _ 446 Ibs _ Standoff Demand/CapaciLy DCR 55.5% FL6AD,ITEMIZATION -MP2 - PV System Load s PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 6.5 psy f PV System Weight 3.0 Psf Roof Dead Load Material Load Roof Category_Description Existing Roofing Mate rialY _ Spanish Tile Roof _ _ - 10.0 psf . Re-Roof 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^T Vaulted Ceiling----- - _ -� . ------ =- --- --� -. No ------- - - _ Miscellaneous Miscellaneous Items 1.3 psf Totall Roof Dead Load 14 psf(MP2) 14.0 psf Reduced Roof LL Non-PV Areas .Value ASCE 7710 Roof Live Load L. _ 20.0 psf Table 4-1 Member_Tributary.Area 200 sf - Roof Slope Tributary Area Reduction v� - Rl M 1 Section 4.8 Sloped Roof Reduction Rz �1 _ Section 4.8_ Reduced Roof Live Load - Lr - - L�= Lo (Rl) {RZ) - - E nation 4:8-1 Reduced Roof Live Load Lr 20 psf(MP2) 20.0 psf EM -- Sinipson Strong-Tie Truss: MP2-Jack Pro ect Name: 9259770 .CoBlponent SolutionsTM Date: V1012016 4:38:09 PM Tress Page: 1 oft Version:2016.1[Build 381 Span Pitch Qly OHL OHR CANT L CANT PLIF,S Spacing WGTIPLY 8-0-0 4112 1 1-" 2-04) 0-0-0 0-0-0 1 24 in 391bs S 9-0-0 1.0-0 8-0-0 { 2-0-0 ) 2-0-0 1 4-0-0 E 2-" 800 1ao-0 TM 1643.0 7 T 6 7z 4r 5 4 1 x4 j tp 3 3 �tb x4 f "l ri 3z5- � 1 I g 1.Sx31 0-0-0 0-040 64-0 8-0-0 Loading General CSI Summary Deflection U 0oc) Allowed Load fpso Bldg Code: CBC 20111 TC: 0.72(1-1) vtn 11: 438 in Lf M 484) Lf 180 TOIL: 20 TPt 1-2007 BC: 0,17 B-1) \tn 11- 0 O8 in Lf999 4114) L/240 TCDL: 14(ake) Rep Mbc Increase: yes Web: 0.16(34t) no,"M 0,04 in 5 BOLL; 0 D.0.1_: 125% Carp Faaot,K:—1.5 BCDL, 10 Plate U%ras I)-'KKAns): f1:2A id-R) C:D-9,1-11.18.1 fxa-12,i4,90.)(8:1-12.14,90.1 Reaction Summary IT Twpc Big Corrbc Bm Width Mmnisl Rgd B1g Width 6Us R-1 Ma.(3—Uplift 6Ux MWI'RS Uplift xlax CRC Uplift Max Uplift ),Us Ilolix _ I Pin 4%11) 1 3.5 in Spru-Pino-fu 1.50 in 426 lbs - - - 0lbs 111 Roll(SWn) 1 3.5 in - 1.50 in US lbs - - - 0lb. 4 IF Roll(Wdl) 1 1.75 in Sp—pi—rir 1.50 in 0 Ibs .156 lbs - - -156 tbs 0 lbs 5 ff Roll(Wa11) l 1,75 in Sprocc-M-Fi, 1.50 in 292 lbs - - - - 0lbs 6 FI Roll(Wall) 1 1.75 in SpmmPiocFir 1.50 in 242 lb, - - - - I)lbs 7 Ff Roll Miner) 1 3.3 in 1.50 in 33 Ib> - - - - a lbs Material Summary Bracing Summary TC DFL#10 2x4 TC ltcrcing S11wthed or Pudins at 6-3-0.Pudin design bythhers. BC DFL#lB 2x4 BC Bracing Sheatlld or Pudins at 10-0-0.Puffin design by Uthes. Webs DFL Slud 2x4 Loads Summary 1)Minimrm stomp atiic loading in asvrndanoc with IBC Tirbk 1607.1 has not been applied 2)In accordance with IBC Table 1607.1.rWnintsm RCID.do not apply. Load Case DI:Sid Dead Load Daaritttted I-oads marrfrer [mcation 1 laalian 2 Dirrerian Spread SM Load V d larad Trib Width Top Chd 1-0-0 10.641 Down Rase 9 par 9 psf 24 in Member Forces Summary Table indicates:Member ID,nox C51 rorst axial lrrec,(rme move forte if diRerett from rrox axial three) TC 9-I o.as5 221bs 34 0.550 -109 lbs 3.6 0.103 4316s 1-3 0,723 3391bs 4-5 0_13S 47 lbs 6.7 1.086 -14 lbs Bf. 18.1 0.368 I56 lbs Webs 134 0.155 -729 lbs Notes: 1)When this trust has been chosen for quahtysssurance inspecsion,the Marc Placcmmt Method pa TP[1-20021A3.2 shall he used. Cq•1.17. 2)Tmss4o•thurhrrc connection is thr gla$iad interprcusiun only Those cnnnatians shall be so specifid in the Construction Doevmxtts or per the Building Designer. 3)Bearing nmarial shown in the above table has only b—6cckpd far rsistana perpendicular 1a grain,and due,not indicule adequacy of rroterial for other design considerations. NOTICE Acopyofth is daitdl shall be Furnished to the cation contractor Thedoign of this os is individual Vs is based on dcsigt eritcria and cquitn eaints supplied bytheTnrss htanufacurcr alia and upon the accuracy Simpson Strung-Tie Cottglany and cortplcenas o(th in fomutiun se Cunh by the Building Designer.A seal on this drawing indicates acceptance o(pro4ssional ougnaring responsibility sokly for the truss corrponeol desipr shown.See the cover page and the"Ir punnrt In fotrmtian R 0-1 Notes"page fur add itiuo ul irtf—snion,All connunur phaes shill be rmmu1ki—d by Simpson 51mnlF0e Company,Inc in accordance with FSR-2762.All connorun plates arc 20 puss,unless the spccilid plate siic is followed by.".I K"which indicates an I8 parts plate,or"SA IV.which ind iwta a high lamian 18 pups plate. LCALCULATION OF DESIGNN WIND LOADS-- MP2 Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type _ __ -_�-_ _ SolarCity SleekMount`"' Spanning Vents No Standoff Attachment'Hardware SM Tile- Roof Slope_ 180 Rafter SpacingY - - _ - ---- -- ---- --- 24"Q.C.-- -----_- - - - -- - Framing Type/Direction Y-Y Rafters Purlin Spacing__ _ _ _ X-X Purlins ~ Only__ _ _ __ _ ___ _M NA - -� --- Tile Reveal _ Tile Roofs Only 13" Tile Attachment System _---_ _Tile Roofs Only _ 4 _ SM Tile Standin Seam/'Trap Seam/'Trap Spacing SM Seam Onl NA - Wind Design Criteria Wind Design Code Wind Design Method_ - __ __ _v _ __ T Partially/Fully Enclosed Method Basic Wind Speed _ - V -w- 11_0_mph A- - _-- Fig._26.5-1A_� Exposure Category _ -_ Y_ _ -__ _C_ -� - Section 26.7 Roof Style Gable/Hip Roof Fig.30.4-2A/B/C-5A/B Mean Roof Hei ht h 25 ft Section 26.2. Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz _ _ 0.95 Table 30.3-1_ Tapagraphic Factor - - —_ _ -_ Krt-- __--- �_- 1.00 - - f - - Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz) (Kzt)(Kd)(V^2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.30.4-2A/B/C-SA/B Ext. Pressure Coefficient Down G o w� 0.45 Fig.30.4-2A/8/C-5A/B Design Wind Pressure p p = qh(G ) Equation 30.4-1 Wind Pressure U „ -21.8 psf Wind Pressure Down 16.0 psf ,ALLOWABLE STANDOFF SPACINGS _-_-_ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max;Allowable Cantilever __ _ Landscape __- -- 24" - NA Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area _ _ Trib - - _ _ _ 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff_. __ _ - _ _T-actual. __ _ - _ - -221 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand Ca aci DCR - -- - 49.6% -- ---- - __ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _ _ 65" Ma_x Allowable_Cantile_v_er _ - _ Portrait 19" - NA - Standoff Configuration - Portrait Not-Staggered Max Standoff Tributary Area _— __ Trib __ - 22 sf PV Assembly Dead Load W-PV- _ 3.0_psf Net Wind Uplift at Standoff --__ T-actual_ _ _ _ -__ _ _ -248 Ib_s Uplift Capacity of Standoff T-allow _ 446 Ibs Standoff Demand Ca_aci _ DCR 55.5% [LOAD ITEMIZATION - MP3-- -- -- PV System Load PV Module Weight(psf) _ _ _ 2.5 psf Hardware Assembly Wei ht(psf) 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 ----- -------- — ._ _.. - Existing_Roofing Material — _ Spanish_Tile_Roof 10-0 psf Re-Roof _ No Underlayment — _ _ Roofing Paper 0.5 psf Plywood Sheathing T --- _— —w — Yes------_—_ _ 1.5 psf — —- --— - - ----- —- Board Sheathing __ 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 MP3 14.0 sf Reduced Roof ILL Non-PV Areas Value ASCE 7-10 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area_ _ _ _— At _ _ _— _ <,200 sf Roof Slope _ _ 4/12 _ Tributary_Area Reduction __ Ri�_ _ _ --�— _ __ 1 y M _ _ Section 4.8 Sloped Roof Reduction R2 _ 1 _ __ Section 4.8 Reduced Roof Live Load Lr L.= L.(RI) (R2) _ E uatlon 4.8-1 Reduced Roof Live Load Lr 20 psf MP3) 20.0 DO Simpson Strong-Tie Truss: • MP3-CD01 a .. Pniject Nalre: 9259770 Component SolutionSTM Dale: 2/10/2016 4:43:21 PM Truss Page: 1 ON Vefsion:2016.1[Build381 Span Pitch Qry OHL OHR CANT L CANT R PLIES Spacing W0'17PLY 20A-0 4/12 I i-0 1-3-0 0-0-0 0-0-0 1 24in 74lbs 22-10-0 1-3-0 5-5-14 _ 4 82 4.8-2 5-5.14 1-3-0 ~� 5-5-14 I 10-2-0 14-10.2 204-0 }—� 46- 3 l 12 1 z 4I— - —14 1x44 1x41 s 2 4 seam Q Us- 3x4- +� 1 5 XTLIJ 1D f a 7 s 3x4- 3x4- 3x4- 0-0-0 0-0-0 6-7-3 7-1-10 6-7-3 5-7-3 13-6-13 204 0 Loading General CSI Summary Deflection IJ (loc) Allowed U-d (Psf) Bldg Cude: CHIC 20111 TC: 0.120-2) Vca TL• 0.2s in Lr 910 (6.71 1.(1n0 WILL 20 TPI1-2007 BC: 0411N.)) Vert IL 0.07in L/49v (6.7) 1,124n TCDL; I4(.ko Rep Nib'lnttease: Yes Web: 0.23(1fi> 1!.Tl< 0.06 in 5 BCLL: 0 D.D,L: 125% Cntp Fwtur,Kerat 1.5 BCIIL; 10 Plate Uatcls DnuX.11:A.o. (1:4.14.2-1.0.) (2:040-11.54.1 0:041.1-11.0.1 (4:041.3.11.54.)(SA-14.2-I.11.) (6,041,14,11.) 17:11-0.I.12,0.) (N:OL,i-Ii,ll.l Reaction Summary 1T 79pe Br%Conits Brg Width histerial Red 9.Width _M x React A A.Csrav Uphll M.x MWFIts Uplil M.Cekl:Uphll Max Uptil Max hunt I Pin Mh111 I 3.5 in SPru,"Pi—Fir 1.72 in 1,094 lbs - - - - 0 lbs 5 If Roll(Mill I 3.5 in SprucairteFir 1.611 in I,021 lbs - - - 0 lbs Material Summary Bracing Summary TC- DFL tl I B 2x4 TC Beating Shcalhpi or Purlins at 3.11-0.Pudra design by(71bsts. BC DFL tl IB 2x4 BC Bracing Jbexbed or Parties at 10-0-0.Padih desips by Others. Webs DR,Stud 2.4 Loads Summary 1)Minimrmstoogeanti,loading in a<vW.,c rilh WC We 1607.1 has nut b.en a pp lied 2)In—,d-.with®C Table 1607.1,ninimtm FICUS Jo not opplx Load Case DI:Sid Dead Load Dkmbtaed Loads Momlb. lunrsiun I Lu wiun 2 Direaion Spucad Sun Lund 19tJ toad Trib W1JIh Top C'bd 0.10-0 7 2-0 Down Rake 9 psf 9 psf 24 in Member Forces Summary Table iodi ates:hAmbo ID,mix CSL—axial font,inux wapt funx if diQnmt iom nm axial funel TC 9.1 0.065 27 lbs 2-1 L. -2.f3N lba 4-5 0.255 .2,2171bs 1: 0,11N -2_1501bs 1-4 0_t97 -2,nss lbs 5-10 0.085 271bs BC Sfi 0.169 2,078 Ibs 16.8 0.103 1,412 lbs N-1 (s.40b 2.203 Ibs Webs 2-9 O.ONI 417 Ibs its 0.195 6.1416s 1-N 0.229 7J411, 44s 0.065 .345 lbs Notes: I)Whom this truss has been chosm for yuatkya>wuptt inspection,the Plate Placenxat Method pet TPI I-20021AA.2 shell be used.Cy a 1.17. 2)Bcadng smlaial shown in the above ubb it: unlyb—cIt.kW for reii t: petpomsJ woke,to Nesin,:sod does not inJuate adcyuaty ufnuaerial fur uther des inn vnsidonatons. NOTICE A pyo(dsis design sha11 be furnUW to the erection uea,1ur.The desipn ufthis individu+l truss is baud on desists criteria and rcyuis.nents supplid bylheTruss Mmufauum=4 mli up�o the accurwy Si1T1)1Son Strong-Tie Company wssplct-gsofthe in fonmtion set funk by the Building Design..Asealun this drawing indi,wes accuptarcc ofptof.aivaal-*wring n�ponsibility solely drr the was wrtpoamt dcsi�shown.S the mutt pait and the•hrreeant htfotaseion,@ Cnmsral Note"page f—thlitional infomvtiun..Ul mn.wur pla.Asa be rswofaLiaW by.Sinp,on Suunb'%c C*nipmy.be in acrosdanee with LSR-2762,All whngier plates an:20 gaug-ualc.a nc�spaiGod plasc s'va is li,11—od byes"4N".Ceh indicates an IN ptuls plat,,,., SO I .w'hi,h Ird Dates a hio lenalun IN tpuloplwe. fCALCULATION_OF-DESIGN-WIND L A.DS_- MP3--- Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type__ SolarCity SleekMountlm Spanning Vents - No - - - - --- - - - -- Standoff Attachment Hardware SM Tile Roof Slope 18° Rafter Spacing _ - - _ 24" O.C. - Framin T Direction Y-Y Rafters Purin_Spacing__ _-_ _X,X Purlins On _ NA Tile Reveal _ _Tile Roofs_Only _ _ 1 Tile Attachment System _ _ �_ Tile Roofs Only S3" M Tile - — — Standin Seam ra S acin �SM Seam Only NA Wind Design Criteria Wind Design Code _ _ ASCE 7-10 Wind Design Method_ _ _ _.- _ _-- _ V_ �_ P_artia_lly/Fu!ly Enclosed-Method - �— Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure CategoN_. --------- ------_.._-_.__- - -- ._ ..__ _. _ __C _._-- - .---...-- _-.-Section 26.7- Roof Style _ Gable/Hip Roof — �-_ Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft - Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor _ _ �- KA. _ _ 1.00 Section 26.8- Wind Directionality Factor Ka—� -� - - 0.85 _ - Section 26.6-1 Importance Factor 1 NA'' _ _ _ Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd)(VA2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U G u° -0.88 Fig.36.4-2A/B/C-5A/6 Ext. Pressure Coefficient(Down) GC Down 0.45 Fig.36.4-2A/B/C-5A/8 Design Wind Pressure p p = qh(G ) Equation 30.4-1 Wind Pressure Up p„ -21.8 psf Wind Pressure DownP(down) 16.0 psf 'ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq_ Landscape _ - __- f -_72" 39" Max Allowable Cantilever _ Lan _-_ _ _ dscape. _ _ _ _ _ 24" Standoff Confi uration Landscape Not-Staggered _Max Standoff Tributary Area --_ _- Trib _ 19 sf _ PV Assembly Dead Load -_ -_3.0 psf-_ Net Wind.Uplift_at.Standoff_ _ _- -_ T-actual _ - _ -221 Ibs Uplift Capacity of Standoff_ T-allow — T 446 Ibs Standoff Demand/Capacity DCR _ 49.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait - _ — -- _ 48" _ _—_—_ 65" Max-Allowable_Cantilever— NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary.Area__- . _ _ Trib _ 22 sf _ PV Assembly Dead Load W-PV _ - Y - 3.0 psf -- _— _-- Net_Wind Uplift at Standoff _ _ __ T-actual -248 lbs Uplift Capacity of Standoff T-allow _ - - 446 lbs _ _ _— Standoff DemandlCapacity DCR- 55.5% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ALL EXPOSED CONDUIT WILL BE PAINTED TO AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. MATCH HOUSE. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ALL LABELS WILL BE MADE FROM REFLECTIVE DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN MATERIAL. EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING SMOKE AND CARBON MONOXIDE DETECTORS TO BE EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, INSTALLED PER CRC R314 AND R315. FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. A LADDER SHALL BE SET UP AND READY FOR THE .-- GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE INSPECTION. ' E L S i N O R E GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. DIVISION ('� I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL / l..J VI�'O N Iscp SHORTNT AT MAX CI CIRCUIT CURRENT COMPLY. DCWC0NDUCT0RSTH ART. 0 EITHER DO(NOT ENTER % EC_ Ll PS E kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR E N G f N E E P f N G hc.,P.C. kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC -7 C LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). Eclipse Engineering, as a third party, _ I �O (� ` MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN has provided a structural-only review of (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY the enclosed project. NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THEROVED OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE j PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT '' r PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT f' PV2 SITE PLAN j PV3 STRUCTURAL VIEWS � r i r PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM - - ` � :.�.� _ PV6 ELECTRICAL CALCULATIONS CA # 888104 1. ALL WORK TO BE DONE TO THE 2013 X Cutsheets Attached C-10 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA T s PLUMBING CODE, AND THE 2013 CALIFORNIA �Ben Liu RESIDENTIAL CODE. r 2. ALL ELECTRICAL WORK SHALL COMPLY WITH r'a THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY MODULE GROUNDING METHOD: ZEP SOLAR THE 2013 CALIFORNIA ELECTRIC CODE. AHJ: Lake Elsinore REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: Southern California Edison — CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER J B-9 2 5 9 7 7 0 00 PREMISE OWNER: DEscwPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KING, DARREN Meadow Ridge Lot 96 Joshua Field !`SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'. : NOR SHALL IT BE DISCLOSED IN YMIOLE OR IN ZEP ZS Tile STile 36580 DAUBEN CT 6.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Maot>tEs LAKE ELSINORE, CA 92532 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (24) KYOCERA # KU2656ZPA 3055 CleOry1e"Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Son Mateo. CA 94402 PERMISSION OF SOLARCITY INC. INVERTER. ( ) COVER SHEET / / ) SoL CITY(7 5 F;9) w .Warci29 ABB PVI-5000—OUTD—US—Z—A 626 625-6441 PV 1 2 10 2o1s (aaa)-soL—CITY(7ti5-2489)�.eala«�ty.cam L7 Ben Liu PITCH: 18 ARRAY PITCH:18 •e— MP1 AZIMUTH:275 ARRAY AZIMUTH: 275 MATERIAL: Spanish Tile STORY: 2 Stories Av PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 185 ARRAY AZIMUTH: 185 MATERIAL: Spanish Tile STORY: 2 Stories \ / PITCH: 18 ARRAY PITCH:18 \ \ / MP3 AZIMUTH: 185 ARRAY AZIMUTH: 185 MATERIAL: Spanish Tile STORY. 2 Stories -'�'�� ?t4ur-� FEB 1 1 2016 B \\\ -31FS8 TdW e structural Or,►y LEGEND % -- ------- --------- ' /� (E) UTILITY METER & WARNING LABEL Ln INVERTER W/ INTEGRATED DC DISCO e & WARNING LABELS W © DC DISCONNECT & WARNING LABELS J AC AC DISCONNECT & WARNING LABELS AA DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Front Of House 0 STANDOFF LOCATIONS (E)DRIVEWAY CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE 36580 Dauben Ct O HEAT PRODUCING VENTS ARE RED L- ,J INTERIOR EQUIPMENT IS DASHED TOTAL ARRAY AREA (SF): 434 SITE PLAN TOTAL ROOF AREA (SF): 852 Scale: 3/32" = 1' TOTAL ARRAY AREA IS N 54 01l 10, 21' PERCENT OF TOTAL ROOF AREA CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J g-9 2 5 9 7 7 0 00 PREMISE OWNER. DESCRIP710N. DESIGN: CONTAINED SHALL NOT E USED FOR THE KING, DARREN Meadow Ridge Lot 96 Joshua Field =;;;SofarCit . BENEFIT OF ANYONE EXCEPT SgARCITY INC., MOUNTING SYSIEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36580 DAUBEN CT 6.36 KW PV ARRAY 101 PART TO OTHERS OUTSIDE THE RECIPIENTS moo LAKE ELSINORE, CA 92532 ORGANIZATION, EXCEPT IN CONNECTION WSTH 3055 Cleft-view Woy THE SALE AND USE OF THE RESPECTIVE (24) KYOCERA # KU2656ZPA S"CITY EQUIPMENT, WITHOUT THE Wd21TTEm 1 PAGE NAME SHEET: REV: DATE T:(650)Son Wateo. FA 94402 8-1029 PERMISSION OF SOLARCITY INC. ABB PM-5000—OUTD—US—Z—A 626 625-6441 y SITE PLAN PV 2 2/�o/2oi6 (B88)—soL-aTY(765-2 )www. an,i c�, Derr Liu (E) 2x4 (E) 2x4 S1 51 FEB 112016 2 1 ,' (E) LBW 1 (E) LBW ' A SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTs 91 MPJ I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES Mpg X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES OF04Lir" LANDSCAPE 72" 24" LANDSCAPE 72" 24" PORTRAIT 48" 19" PORTRAIT 48" 19" TOP CHORD 2x4 @ 24" OC ROOF AZI 275 PITCH 18 STORIES: 2 ROOF AZI 185 PITCH 18 TOP CHORD 2X4 @ 24 OC ARRAY AZI 185 PITCH 18 STORIES: 2 ARRAY AZI 275 PITCH Q BOT CHORD 20 @24" OC S-Tile(Cement) BOT CHORD 20 @24" OC S-Tile(Cement) afro ��uiral Only INSTALLATION ORDER S1 � " DIA THREADED STUD REMOVE TILE, LOCATE & MARK (E) 2x4 & NUT (1) RAFTER LOCATION.PLACE STANDOFF BASE & DRILL PILOT HOLES. ZEP LEVELING FOOT ------ ------ - ------------ 6" =====F ZEP TOP ARM 2} CLEAN PAPER AROUND PILOT HOLE. 5'-5" 4'—$" ZEP ANTI—ROTATION PLATE 6 M10 BOLTS SEAL PILOT HOLES AND BOTTOM OF (E) LBW MOUNTING BASE (5) (3) STANDOFF WITH POLYURETHANE (E) TILE (1) SEALANT. SIDE VIEW OF MP3 NTS (E) ROOF DECKING C 4) LAG STANDOFF BASE INTO RAFTER. (E) RAFTER (4) (2) MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES " DIA STAINLESS N (3) ) PLACE FLASHING AND ATTACH LANDSCAPE 72" 24" STEEL LAG BOLT (2-z" 5 SEALING SPACER WITH SINGLE BOLT. PORTRAIT 48" 19" EMBED, MIN) ROOF AZI 185 PITCH 18 PLACE ZEP BAR. THEN INSTALL TOP CHORD 2X4 @ 24 OC ARRAY AZI 185 PITCH 18 STORIES: 2 (6) LEVELING FOOT WITH BOLT & WASHER. BOT CHORD 2x4 @24" OC S-Tile(Cement) S1 STANDOFF PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: Jg-g259770 0o Joshua Field \\,� CONTAINED SHALL NOT BE USED FOR THE KING, DARREN Meadow Ridge Lot 96 a . 5o�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ���'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36580 DAUBEN CT 6.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAKE ELSINORE, CA 92532 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clear4ew Way THE SALE AND USE OF THE RESPECTIVE (24) KYOCERA # KU26562PA PAGE NAME: SHEET: REV: DATE: San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T:(650) 638-1026 F:(650)638-1029 INVERTER: PERMISSION OF SOLARCITY INC. ABB PVI-5000-OUTD-US-Z-A (626) 625-6441 STRUCTURAL VIEWS PV 3 2/10/2016 (888)—SOL—CITY(765-2489)www.solcLrcity.corn Ben Liu UPLIFT CALCULATIONS -L3 SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. JB-9259770 00 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIALS A THE T BE USED HEREIN JOB NUMBER; .,,SotarCit CONTAINED SHALL NOT BE USED FOR THE KING, DARREN Meodow Ridge Lot 96 Joshua Field NORBENEFITSHALL LL ANYONE EXCEPT SOLWHOLE INC., MOUNTING SYSTEM: 36580 DAUBEN CT 6.36 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STi1e `•,1, y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAKE ELSINORE, CA 92532 3055 Clearvie� Way ORGANIZATION, EXCEPT IN CONNECTION MTH THE SALE AND USE OF THE RESPECTIVE 24 KYOCERA # KU2656ZPA PAGE NAME; SHEET: �/ REV: DATE: Sun Mateo,CA 94402 PERMISVONEOF ISOLARCITY WC.T THE WRITTEN WVERTER. 6 26 6 2 5—6 441 P V 4 2 �� 2��� (888)—(SOL,CITY(765-2489)5wwx sdardty.com ABB PV1-5000—OUTo-US-Z-A ) UPLIFT CALCULATIONS / / M� t� .�� _—�� .. .am . . .. ...w...,...,..,,—. �.....�..�,.ry, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE _ BOND (N) #B GEC TO (E) UFER AT PANEL Panel Number: Inv 1: DC Ungrounded INV 1 -(1)ABB # PVT-5000-OUTD-US-Z-A LABEL: A -(�4)KYOCERA # KU2656ZPA CA C 888104 -10 WITH IRREVERSIBLE CRIMP Meter Number: FCI Inverter; Zigbee 500OW, 240V, 96.5% PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Blk Cell, k r BelO'Liu Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 31 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! SolarCity E 20OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER Inverter 1 IND a A fC21 Vstart = 200V 200A 2P Disconnect 5 ABB - DC' MP 2 & MP 3: Ll / PVT-5000-OUTD-US-Z-A Cc_ 1x10 7:1 E LOADS Ecc-------------Oil ( ) B r--------- ------------ - +---- s DC* I DCi Vstart = 200V N DC- I 3 C' 1 30A/2P ---- GND ___._----------------------------------- _ EGc� DC. C+ MP1: 2x7 A GEC IiN DG G [R." GND EGC --- GC - I I 1 Conduit Kit; 3/4' EMT N I I EGCIGEC - Z � t? GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I CONNECT TO THE EXISTING GEC OR BY IRREVERSIBLE CRIMP TO EXISTING GROUND WIRE. Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE D pp H M230 PV BACKFEED BREAKER B (1)CUTLER-HAMMER DG321UM A {1)SdaN' 4 STRING JJNC11ON BOX Breoker, AApN, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 1 AC 2.2 SUGS, UNFUSED, GROUNDED D -(1)CURER-HAMMER 1 DC030NB Ground eutrol It; 30A, General Duty(DG) 1 AWG #10, THWN-2, Black -�1]AWG 18, THWN-2, Black Voc* =303.81 VDC Isc =18.52 ADC (2)AWG 110, PV Wire, 60OV, Black vac* =434.02VDC Isc =9.2fi ADC O (1)AWG #10, THWN-2, Red O (I)AwG #8, THwN-2, Red Vmp =217 VDC Imp=17.1 ADC O r. (1)AWG #10, Solid Bare Copper EGC Vmp =310 VDC Imp=8.55 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC O)AWG #10, THHN/THWN-2, Green EGC. , , . . . .. . . _ . . . . . . .-(1)AWG 0,.THWN-2, Green n . . EGC/GEC_-(1)Conduit Kit_;.3_/4�.EMT. . , , , , . . , (1)AWG 110. THYNJ-2, Black Voc* =434.02 VDC Isc =9.26 ADC (4 AWG 010, PV Wire, 60OV, Black Vac* =303.81 VDC Isc =9.26 ADC ®�(1)AWG 110, THWN-2, Red Vmp =310 VDC Imp=8,55 ADC O (1)AWG #10, Solid Bare Copper EGC Vmp =217 VDC Imp=8.55 ADC (1)AWG /10, THHN/THWN-;,.Green. EGC. . . . . . . . . . . . . . . . . . . .. . . .. . . . . J B-9 2 5 9 7 7 0 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: -�.,.SOIarClty. CONTAINED SHALL N07 BE USED FOR THE KING, DARKEN Meadow Ridge Lot 96 Joshua Field BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: per'"r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36580 DAUBEN CT 6.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: LAKE ELSINORE, CA 92532 THE SALE AND UUSEEPT OF IN CONNECTION RESP RESPECTIVE (24 KYOCERA KU2656ZPA on M t eorCA way l � � PAGE NAME: SHEEP: KEY: DATE Son Mateo, CA 94402 PERMISSION SOLAITY EOFISOLARCITY INC. THE WRITTEN INVERTER! (626) 625-6441 THREE LINE DIAGRAM PV 5 2/10/2016 (888)`SOL)CITY(65-2469)638-1028 Sw)ww.d�citycam ABB PVT-5000-OUTD-US-Z-A ELECTRICAL CALCULATIONS String and 2 Combined Strings Module Type: Module Count: Icont= (Amps): Kyocera 265W 1000V 24 11.58 Branch Circuit Individual MPPT 2 strings per Branch A 1 strings per Branch B 7 modules per series string 10 modules per series string String Branch A Branch B Conductor: Conductor: Conductor: Icont* 1.25= (Amps) 14.47 28.94 14.47 30 deg C ampacity= 40 55 40 PV Wire Size: AWG #10 AWG #8 AWG #10 Icont= (Amps) 11.58 23.15 11.58 Start ampacity 40 55 40 Temperature derate (%=F) 0.71 0.71 0.71 Conduit fill derate (%_#) 1 0.8 0.8 Derated ampacity 28.4 31.24 22.72 Icont* 1.25 = (Amps) 14.47 28.94 14.47 Ampacity 40 55 40 Inverter Output Inverter Type: Inverter Count: Total ABB PVI-5000-S AFCI 1 Icont= (Amps): 23 Icont* 1.25 = (Amps) 28.75 OCP Size = 30 Conductor 3: AWG #10 THWN-2 icont* 1.25= (Amps) 28.75 30 deg C ampacity= 40 Icont= (Amps) 23 Start ampacity 40 Temperature derate (%=F) 0.91 Conduit fill derate (%=#) 1 Derated ampacity 36.4 Icont* 1.25 = (Amps) 28.75 Ampacity 35 Ben'Liu PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B—9 2 59 7 7 0 00 CONTAINED SHALL NOT USED FOR THE KING, DARREN Meadow Ridge Lot 96 Joshua FieldBENEFIT OF � � NOR SHALL IT BEN EXCEPT.DISCLOSED IN WHOLE OR IN MOUNTING S Tile 36580 DAUBEN CT 6.36 KW PV ARRAY ''":;;SolarC■ty. ` PART TO OTHERS OUTSIDE THE RECIPIENT'S ZEP Z Tile sTlie ORGANIZATION, EXCEPT IN CONNECTION WITH Mom: LAKE ELSINORE, CA 92532 3= Clearview Way THE SALE AND USE OF THE RESPECTIVE (24) KYOCERA # KU2656ZPA PACE NAME, SHEET: REV: DATE: San Mateo. CA 9"02 PERMSOLAISSION OCITY EQUIPMENT,SOLARgTY INC. WITHOUT THE WRITTEN INVERTER 6 2 6 6 2 5—6 441 P V 6 2 10 T:(65,0)6a6-1028 F:(650) 638-1029 ABB PVI-5000—OUTD—US—Z—A ) ELECTRICAL CALCULATIONS / /zols ( rsoL-gTY(765-2489)+rtr.sol°rclly.can CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: Address: 36580 Dauben Ct NIF INVERTER AND DC DISCONNECT AC i J J DISCONNECT UTILITY SERVICE --------------------------� SOLAR PHOTOVOLTAIC ARRAYS) L—————————————————————— —— J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-9259770-00 J B-9 2 5 9 7 7 0 0 0 PREMISE OWNER: DESCPoPTICW; DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: Joshua Field +,''`SolarCit CONTAINED SHALL NOT BE USED FOR THE KING DARREN Meadow Ridge Lot 96 " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'.,1t r NOR SHALL 1T BE DISCLOSED IN WHOLE DR IN ZEP ZS Tile STile 36580 DAUBEN CT 6.36 KIN PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAKE ELSINORE, CA 92532 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 24) KYOCERA # KU2656ZPA on Mateo.Cleo CA Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN rjN�IVERTER: PAGE NAME SHEET: REV. DATE T:(650)638-1028 F:(650) 638-1029 PERIAISSION OF SOLARCITY INC. BB PVi-5000—gUTD—US—Z—A (626) 625-6441 SITE PLAN PLACARD PV 7 2/10/2016 (888)-SOL-CITY(765-2a89) www.salarcity.oam UJARNING:PHOTOVOLTAIC POINERSOURCE Label Location: Label • •n: Label Location: PV SYSTEM WARNING ' Per o•' DISCONNECT FOR Per •de CRC R331.2UTILITY OPERATION ELECTRIC SHOCK HAZARD CEC • THE pG CONDUCT ORS OF THI5 LabelPHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC ■ MAYB�ENDRG1ZEp INVERTERIS DISCONNECTPer Code: UNGR• ■ CEC .•0 14.C.2 Label Location: WARNf'NG ' Code- LabelPer ELECTRIC SHACK HAZ�IRD CEC ��, DO NOT TOUCH TERMINALS MAXIA4UM PO4NER- ■ TERMINALS ON BOTH LINE AND POINT CURRENT(Imp)_A Per Code: LOAD 51DES MAY BE ENERGIZED MAXIMUM POWER IN THE OPEN POSITION POINT VOLTAGE(Vmp) VCEC 690.53 MAXIMUM SYSTEM_V VOLTAGE(Vac) SHORT-CIRCUIT_ CURRENT(Isc) A Label • • WAR'N`ING '• Per .•- CEC INVERTER OUTPUT + ■ CONNECTION Label o DO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ELECTRICAL SHOCK HAZARD •' b0 N07 TOUGH TERh91NALSCEC 690.17 TERMINALS ON BOT!-i LINE ANp LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITIONLabel L• • DC VOLTAGE IS PHO?OVOLTAIC POlNI OF • Per ALWAYS PFZFSENT WHEN INTERGONNECTEON Code: SOLAR MObULES ARE WARNING:ELEC•I`RIC SHOCK EXPOSED TO SUNLIGHT HAZARD. DO NOT TOUCH CEC •9 0 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE Label , - , DE ENERGIZE BOTH SOURCE WARNING _er APV POWER SOURCE ELECTRIC SHOCK HAZARD Code: MAXIMUM AC CEC 690.5(C) OPERATING CURRENT A IFA GROUND FAULT IS INDICATED NORMALLY GROUNpEO MAXIMUM AC - V CONDUCTORS MAY BE OPERATING VOLTAGE UNGROUNDED AND ENERGIZED Label • • Label - • CAUTION '•Code: Disconnect PHOTOVOLTAIC AC • PHO Per TOVOLTAIC SYSTEM DISCONNECTPer Code: CIRCUIT ISBAGKFED CEC 690,64.B.4Conduit CEC 6.0 , Combiner :• ■ Distribution ■ DC Disconnect (IC): interioConduit Label MAXIMUM AC A (POI)Location: CAUTIQN • Center OPERATING CURRENT ,•• Per Code: DUAL POWER SOURCE Per ••- CEC MAXIMUMAC 690.54 SECOND SOURCE IS _• • OPERATING VOLTAGE _V �PHOTOVOLTAIC SYSTEM ■ �• Interconnection • • • • • • • • T:(65 San Mateo,CA 94402 NMI • ♦ ♦ •• • • •• •• • Next-Level PV Mounting Technology"45olarCity I ZepSolar Next-Level PV Mounting Technology 14$o6rClty I ZepSolar Zep System Components for tile roofs using replacement tiles rra�•r Tw Nm ra,a Trq M.n wino..b Am.PAY.,w Rw•,t,n• y r. ro.••p..e w.wen� e.• Replacement S-Tile .r Part No.850-1435 iA""— Listed to UL 2703 Arw Rw•nm Rr• A- .nw�.mra.ruwy JF wW Mw•4q ew» Replacement W-Tile a..r..rrq Part No.850-1437 Listed to UL 2703 - rRRtrnwR'wrr f- r".ryr'w" titan Replacement Flat Tile Part No.850-1436 Listed to UL 2703 Q�bMP.IT� - W Description -, j W PV mounting solution for concrete the roofs01 '! ��Cpfyppl� Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond U� LISTED Tile Roof Attachment Kit Interlock Leveling Foot Part No 850-1434 Part No.850-1388 Part No.850-1397 Listed to UL 2582 Listed to UL 2703 Listed to UL 2703 Specifications ON . Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 El L listed to UL 467 850-1467 zepsolar.com zepsolar com Listed to UL 2703 1 his document does not ovate any enxess warranty by Zep Solar or atxAA Its products of services.Zep Sour's sole wananly is contivned In Une wrilfen product warranty for 1 his;Rxznrtnerlt dcus not create any elgxass warranty by Zep Solar or about its products or swvklas.Zep Sour's sole warranty Is ou ntained In Vie wrttlen product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar s products for each use Specifications are subject to change without notice.Patents and Apps:zspats com responsible for verifying the suitability of Zep Solar s products for each use Specific-atons are subject to change without notice.Patents and Apps zspats.com 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02 pdf Page: 1 of 2 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 2 of 2 WAN Solar InVeIniel'S Additional highlights: - RS-485 communication interface ABB string inverters (for connection to laptop or data logger). P ,•, •,•, , - Integrated Arc Fault Detection and Interruption(-A Version). to 6kW r i ( Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US An Input side _ Nominal output power 5000W 600ow T. Maximum output power 5000W 6000W Rated grid AC voltage 208V 240V 277V 208V 240V 277V Input side(DC) Number of independent MPPT channels 2 Maximum usable power for each channel 4000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj.120-350) Full power MPPT voltage range 200-530V Operating MPPT voltage range 0.7 x Vstart-580V Maximum current(ldcmax)for both MPPT in parallel 36A Maximum usable current per channel 22A Number of wire landing terminals per channel 2 Pairs Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 • Output Bide(AC) Grid connection type 10/2W Split-0/3W 1012W 10/2W Split-0/3W 1O/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221V-264V 244V-304V 183V-228V 211V-264V 244V-304V Grid frequency 60HZ Adjustable grid frequency range 57-60.5Hz Maximum current(I-,.,..)A_ 27A_ 23A_ 20A_ 30A� 28A_ 24A_ Designed for residential and small The wide input voltage range Highlights: Power factor >0.995 9 Total harmonic distortion at rated power <2% commercial PV installations, this makes the inverter suitable to low _ Single phase and split phase output 36.25 A / 36.5 A / 31.75 A / 36.25 A / 36.5 A / 31.75 A / power installations with reduced Contributory fault current' 25 63A` 25.81A� 22.45A;, 25.63AZ 25.81A� 22.45A� - inverter fills a specific niche in the p grid connection. Grid wiring termination n.s string size. 9 type Terminal block,pressure clamp,A7tG14-AWG4 ABB product line to cater for those g - Wide input range for increased Input The transformerless operation offers installations producing between stringing flexibility. Reverse polarity protection Yes 5kW and 20kW. high performance efficiencies of up to _ The high speed and precise MPPT Over-voltage protection type Varistor,2 for each channel o PV array ground fault detection Pre start-up Rise and Dynamic GFDI(requires floating arrays) Free re algorithm offers real time power output _ Free remote monitoring capability This inverter includes dual input tracking and improved energy Anti-islending protection — Meets UL 1741/IEEE1547 requirements Meets UL 1741i1EEE1547 requirements section to process two strings with available with every installation.This harvesting. Over-voltage protection type Varistor,2(L,-L L-G) Varistor,2(L -L-/L.-G) imum independent MPPT. enables homeowners to view their - Outdoor NEMA 4X rated enclosure Efficiency AC OCPD Rating 35A 30A 25A 40A 35A 30A ener production and offers installers The high speed and precise MPPT gyp for unrestricted use under any Maximum enficie^--v 97.1% a proactive and economic way of CEC en�clency 96% 96.5% 96 5% 9s% 96.5% 96.5% algorithm offers real-time power environmental conditions. maintaining and troubleshooting the User interface Graphic dsplay Graphic display tracking and energy harvesting. F F - Integrated DC disconnect switch Operating performance Flat efficiency curves ensure high system. in compliance with international Stand-by consumption <BW�, <aW.„a efficiency at all output levels ensuring Standards(-S Version). Night time consumption <0.6W <0.6W Communication consistent and stable performance User-interface 16 characters x 2 lines LCD display across the entire input voltage and Remote monitoring(1xRS485 incl.) VSN700 Data Logger(opt) output power range. Wired local monitoring(1xRS485 incl.) PVI-USB-RS485_232(opt.) Environmental This outdoor inverter has been Ambient air operating temperature range 13°F to+140°F(-25°C to+60°C) -13° to+140° - 5° to+ ° with designed as a completely sealed unit to derating above 122°F(50°C) Ambient an storage temperature range -40°F to+176°F(-40°C to+80°C) -a0°F to+176°F(-40°C to+80°C) withstand the harshest environmental Relative humidity 0-100%RH condensing 0-100%RH condensing conditions. Acoustic noise emission level <50 db(A)®1 m <50 db(A)01 m ALIf ,! Maximum operating altitutde without derating 6560 lit(2000 m) 656011(2000 m) Power and productivity 2 nve,,1a,car,apply ..,,,c„cf,, -&eakw w1 opar, for a better world"" ��,.,� 2 ABB Saar Inverters Product flyer for PV1-5000/6000.TL ourD KU-60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS :► sStandardConditions Cells per module: 60(6 x 10) KY 0 E E R a K U 6 0 1 0 0 0 V Z Serie •r Dimensions: 65.43ini38.98ini 1.57in KU265-6ZPA length/width/height (1662mmi990mmi40mm) Weight 45.2lbs(20.5kg) CUTTING EDGE TECHNOLOGY — - P_ 265 w As a pioneer with four decades of experience in the v„ 31.0 V PACKAGING SPECIFICATIONS development of photovoltaic systems, Kyocera drives the market as a leading provider of PV products.We Imo 8.55 A Modules per pallet: 20 demonstrate our Kaizen philosophy, or commitment to v 38.3 V Pallets per53'container. 36 continuous improvement, by setting the industry standard a Pallet box dimensions. 66in)40in/43in in the innovation of best-in-class solar energy equipment. I% 9.26 A length/IMdth/heighr (1675mm/1005mm/1055mm) MENNIN p +51-0 % Pallet box weight: 1015lbs(460kg) rarr•M. QUALITY BUILT IN Nominal Operating Cell Temperature Conditions(NOCT) •UV-stabilized, anodized aluminum frame in black NOCT=800 ' 1 57- •Supported by major mounting structure manufacturers MEMO 0 T. 45 c 'n~ POT IF JUNCTION •Easily accessible grounding points on all four cornersMEN No Pu_ 191 w ? BOKDP66) for fast installation a bi V.. 27.9 V a0 •� CABLE N'/ •Proven junction box technology with 12 AWG PV wire CONNECTOR 1.1 �.� works with transformerless invertersMENNEN 1, 6.85 A LABEL •Amphenol H4-UTX locking plug-in connectors vM 35.1 v provide safe, quick connections MEN 0 I 7.49 A PROVEN RELIABILITY PTc 238.1 w Kyocera modules confirmed by the Desert Knowledge Temperature Coefficients Australia Solar Centre to have the highest average NEEMIN - - output of any crystalline module Pn•• -0.45 %/-c 1 10 •First module manufacturer in the world to pass long MENNEN Vm, 0.48 %/'C term sequential testing performed by TOV Rheinland I 0.02 %/°C •Only module manufacturer to achieve the rank of "Performance Leader" in all six categories of GTM _ _. _ .__ V -0.36 %pc Research's 2014 PV Module Reliability Scorecard •® 1K 0.06 %/-c p 0 CERTIFICATIONS Operating Temp -40 to+90 °C •ron•In Hole Slotted•ont.%Hal. D Ir(r.) •u•to a•f%.tb) •UL1703 Certified and Registered, UL Module Fire System Design Performance:Type 2,CEC FRAME CROSS SECTO.DIAGRAM •NEC 2008 Compliant,IEC 61215/61730,and ISO 14001 series Fuse Rating 15 A o'4 Maximum DC System Voltage(UL) 1000 V Q GOMt+q Tig� >. v W' C U` US Hailstone Impact in(25mm)@ 51 mp(23m/5) 1 rOVI COMPPtvw �u Ci1c C1.Lwu•wlal�l n.c�sulcnlc nl unce:tamly ul*1-3%. KYOCERA reserves the right to modlty these specifications without notice. LMOVOW SIDE •"v4 Read the nstructron 7 I- 040215 OUR VALUED PARTNER HIGH EFFICIENCY MULTICIRYSTAL PHOTOVOLTAIC MODULESOLARbyKYOCERA KYOCERA Solar, :I 1 • :1 800-523-2329fax www.kyocerasolar.com ® ® ZS COMP I GROUNDING AND BONDING ZepSolar zepsolar Interlock Interlock Zep ZS Comp" I Grounding and Bonding /Keyside This document describes the mechanics of how the electrical bonding is accomplished between the UL Listed hardware components used in Zep Solar's ZS Comp mounting solution for composition shingle roofs. Part No.850-1388 Zep Compatible'"systems do not require running copper conductors to each module.The act of physically U L Listed to UL 2703 installing each component simultaneously establishes an electrical bond,as described in the following pages. Key Side Bonding C,thno-tooth Side view i niertor.F Module © Ground Zep __-- -------- Intel lm k(Key side Shawn) l r Key side in -- . closed position Bonding locations Zep Compatible module on Key side Forced interference during rotation with Zep Groove Cutting"tooth' of Interlock Zep causes teeth to —� cut through tin in robust module Name.resulting n robuu st and UL certified bonding path --- Tongue Side Bonding Tongue side in closed position Down-roofLeveling Foot ^.: _ Module ZS Comp Cutaway Illustration a iO Cutting"teeth' Forced interference between mating parts from module Bonding location on rock-in motion cuts into module frame,removing Tongue side anodization and resulting In robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsotar.com PAGE: lof5 Document800-1478-001 Rev A wwwjepsotarcom PAGE' 2of5 to 2013/EN Zep Solar,Inc Zep Solar reserves the right to make specifications chnages without any prior notice All rights reserved. ®2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25.2013 4:45 PM Date Last Exported:June 25.2013 4:45 PM Z®SOlar ZS COMP I GROUNDING AND BONDING Z®Solar ZS COMP I GROUNDING AND BONDING Interlock, continued Leveling Foot Tongue side Key side 1%ft - Spring clip Part No.850-1388 UL Listed to UL 2703 =i Part No.850-1397 The Leveling Foot top portion(the Rockft)has a stainless steel Bonding Path - Key and Tongue UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both The Interlock bonds modules on all 4 sides to create a hyper Key and Tongue sides. bonded array where every module Is structurally and electrically bonded to the surrounding modules. --- --- ( Leveling Foot- Bonding With Module Frame Module i Tongue side O Down-roof 2 O Interlock Keyside 4P Key side inserts into Zep Groove(rock-in) Module in next row drops in on the Tongue side Bonding Path -Array Bonding Path - North and South Modules Interlock� Bondingye location on ■r Key side Bonding path Leveling>t_ _ �.- . Foot f ;'o it it l Bonding path N �I i Bonding ideation on Module rotation during drop-increates forced Down-roof Tongue side interference between ZepepGroove and spring clip, it Down-roof cutting into module frame.removing ahodization and resulting In robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsoL&r.com PAGE: 3 of 5 Document 800-1478-001 Rev A www.zepsolar.com PAGE: 4 of 5 ®20131EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. ®2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25,2013 4:45 PM Date Last Exported:June 25,2013 4:45 PM ® ZS COMP I GROUNDING AND BONDING ZepSolar Ground Zep Set screw 'Key side The Ground Zep provides a single point of connection for the Equipment Grounding Conductor(EGCI from the array to a building ground. Ground wire channel Part No.850-1172 UL Listed to UL 467 and UL 2703 Ground Zep Installation 1 2 O 4 Insert Ground Zep into Zep Groove of module frame, Use the Flat Too to rotate the Ground Zep 90 degrees,so that set screw Insert copper EGC into ground wire on array perimeter is pointing straight up. channel.Tighten set screw using torque values shown in the ZS Comp Installa tion Manual. Bonding Path - Array to Ground iii O Ground Zep Equipment Ground COndUetoT Bonding path li l; ji ti �1 Down-roof Document 800-1478-001 Rev www.zepsoLar.com PAGE: 5 of 5 0 2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25,2013 4 45 PM SolarCity Standard Box 4J NOTICE OF COMPLETION U` AND AUTHORIZATION TO APPLY THE UL MARK The SolarCity Standard Box 4J is a • Manufactured to meet UL 1741 Standards. 12/21/2013 4-String unfused Junction Box. The box Solarcaty Corp Non-Metallic,Corrosion Resistant NEMA 4X Enclosure. Alex Yang is highly configurable and adaptable 3055 Clearview Way using the (4)jumper blocks included in • Factory-Installed Cordgrip Enhances Installation Speed. San Mateo Ca 94402-3709,Us each box. A factory installed cordgrip • Break-Thru Skinned-Over Glands on Cordgrip Provide enhances installer productivity. Weathertight Seal for All Configurations. Our Reference E318537,Volume 1 Project Number 4786083586 • Easily Configurable Terminal Blocks Permit Adaptation Your Reference: A Yang 10/7 Project Scope Investigation of Photovoltaic(PV)System Combiner Box,model"SolarCity Standard Box 4C" to Site-Specific Stringing Needs. and Photovoltaic(PV)System Transition Box,model"SolarCity Standard Box 4J"to UL 1741 Standard Dear Alex Yang Technical Data / Specifications Congratulations! UL's investigation of your product(s)has been completed under the above Reference Number and the product was determined to comply with the applicable requirements_ This letter temporarily supplements the UL r_ Follow-Up Services Procedure and serves as authorization to apply the UL Mark at authorized factories under UL's Voltage Rating[VDC] :600V Follow-Up Service Program. To provide your manufacturer(s)with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under E318537,Volume 1 Maximum DC Current[A]: 57A and including any special instructions as mcitcated in the addendum to this letter. ® � Maximum Continuous Current [A]:42A Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the Maximum Voltage[VDC]: 600V near future. Until then,this letter authorizes application of the UL Mark for 90 days from the date Indicated above. Wire Size Range[AWG]:#6 to#14 Additional requirements related to your responsibilities as the Applicant can be found in the document"Applicant responsibilities related to Early Authorizations' that can be found at the following web-site: I Enclosure Rating:NEMA 4X htto://www.uLcomtEAResponsibilities yry'O ii y'a y Operating Temperature Range['Cl: 0 to 50 An information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC P 9 P 9 [ ]� - Y p Y 9 Typical Overall Dimensions[in]:8"x6"x4" (UL)or any authorized licensee of UL. We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions. Very truly yours. Reviewed by Jon Adonay William R Carney 408-754-6630 8471664-1088 Engineering Associate Lead Chief Engineer Director I Jon.Adonay@ul-com William.R.Carney@ul corn NBKD9C5-906A67 -%1 i d 0ii SolarCity October 2013 Th s is an electronically generated letter Signatures are rot required for this document to be valid. Page 1 of 1